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HomeMy WebLinkAbout14-148Through Tax Year 2013 TAX CERTIFICATE Certificate # 40559 Issued By: KRISTEEN ROE, CTA PH# (979) 361-4470 BRAZOS COUNTY TAX ASSESSOR COLLECTOR 300 E. WM . J BRYAN PKWY BRYAN , TX 77803 Owner ID: 483331 100.00% RADRDEVELOPMENTLTD 14505 TORREY CHASE BLVD STE 205 HOUSTON, TX 77014-1024 Property Information Property ID: 349651 Geo ID: 001 301-0064-0081 Legal Acres: 4 .2600 Legal Desc: A001301 , SAMUEL DAVIDSON (ICL), TRACT 64.81 , 4.26 ACRES Situs: GREENS PRAIRIE T RAIL , OBA: Exemotions: For Entities BRAZOS COUNTY CITY OF COLL. STAT. COLLEGE STATION ISO Value Information Improvement HS: Improvement NHS: Land HS: Land NHS: Productivity Market: Productivity Use: Assessed Value 0 0 0 80,940 0 0 80,940 Current/Delinquent Taxes This is to certify that, after a careful check of the tax records of this office, the following delinquent taxes, penalties, interes and any known costs and expenses as provided by Tax Code §33.48, are due on the described property for the following taxing unit(s): Year Entity Totals: Effective Date: 09/1712014 Tax Certificate Issued for: CITY OF COLL. STAT. BRAZOS COUNTY COLLEGE STATION ISO Taxable Tax Due 0.00 Disc./P&I 0.00 Attorney Fee 0.00 Total Due if paid by: 09/30/2014 This certificate is issued on real estate only. It does not include minerals and/or personal property. Taxes Paid in 2013 344.77 394.58 1,068.41 Total Due 0.00 0.00 If applicable, the above-described property has/is receiving special appraisal based on its use, and additional rollback taxes may become due based on the provisions of the special appraisal (Comptroller Rule 9.3040) or property omitted from the appraisal roll as described under Tax Code Section 25.21 is not included in this certificate [Tax Code Section 31 .0B(b)]. Pursuant to Tax Code Section 31 .08, if a person transfers property accompanied by a tax certificate that erroneously indicates that no delinquent taxes, penalties or interest are due a taxing unit on the property or that fails to include property because of its omission from an appraisal roll, the unit's tax lien on the property is extinguished and the purchaser of the property is absolved of liability to the unit for delinquent taxes, penalties or interest on the property or for taxes based on omitted property. The person who was liable for the tax for the ear the tax was im osed or the ro e was omitted remains ersonall liable for the tax and for an enalties or interest. A tax certificate issued through fraud or collusion is void. This certificate does not clear abuse of granted exemptions as defined in Section 11 .43 Paragraph(1) of the Texas Property Tax Code. May Be Subject to Court Costs if Suit is Pending Date of Issue: ~~ollootiogOffi"' Requested By: Fee Amount: Reference #: 09/1 7/2014 OLDHAM GOODWIN GROUP 10.00 Page: 1OF1 True Aulomation, Inc. FEE RECEIPT 6/6/2014 4:24:15PM ~~~~~~--ic;~~~~~~~~c~~~~~~~- T ax Office Receipt Number I 2414268 KRISTEEN ROE, CTA PH# (979) 361-4470 BRAZOS COUNTY TAX ASSESSOR COLLECTOR 300 E. WM. J BRYAN PKWY BRYAN, TX 77803 Payer Name and Address RME CONSUL TING ENGINEERS P 0 BOX 9253 COLLEGE STATION, TX 77842 Fee ID 43632 Tax Certificate Operator Batch ID mroney 11539 Tender Type Check Fee Description Batch Description MR0_06062014 Details 1726 Fee Date Year Amount Due Amount Paid 6/6/2014 2014 10.00 10.00 Date Paid Payment Type Total Paid 6/6/2014 p 10.00 Description Amount I 10.00 Receipt Issued in Accordance with Section 31.075 of the Texas Property Tax Code True Automation Inc. I Through Tax Year 2013 TAX CERTIFICATE Certificate # 38356 Issued By: KRISTEEN ROE, CTA PH# (979) 361-4470 BRAZOS COUNTY TAX ASSESSOR COLLECTOR 300 E. WM. J BRYAN PKWY BRYAN, TX 77803 Owner ID: 483331 100.00% RADR DEVELOPMENT LTD 14505 TORREY CHASE BL VD STE 205 HOUSTON, TX 77014-1024 Property Information Property ID: 349651 Geo ID: 001301-0064-0081 Legal Acres: 4.2600 Legal Desc: A001301 , SAMUEL DAVIDSON (ICL), TRACT 64.81 , 4.26 ACRES Situs: GREENS PRAIRIE TRAIL , OBA: Exemotions: For Entities BRAZOS COUNTY CITY OF COLL. STAT. COLLEGE STATION ISO Value Information Improvement HS: Improvement NHS: Land HS: Land NHS: Productivity Market: Productivity Use: Assessed Value 0 0 0 80,940 0 0 80,940 Current/Delinquent Taxes This is to certify that, after a careful check of the tax records of this office, the following delinquent taxes, penalties, i~teres and any known costs and expenses as provided by Tax Code §33.48, are due on the described property for the following taxing unit(s): Year Entity 2013 COLLEGE STATION ISO 2013 BRAZOS COUNTY 2013 CITY OF COLL. STAT. Totals: Effective Date: 06/06/2014 Tax Certificate Issued for: CITY OF COLL. STAT. BRAZOS COUNTY COLLEGE STATION ISO Taxable 80,940 80 ,940 80,940 Tax Due 534.20 197.29 172.38 903.87 Disc./P&I 0.00 0.00 0.00 0.00 Attorney Fee 0.00 0.00 0.00 0.00 Total Due if paid by: 06/30/2014 1bis certifica&e is issued on real -ira only. It does not include mialmll amt/ot personal poperty. Taxes Paid in 2013 172.39 197.29 534.21 Total Due 534.20 197.29 172.38 903.87 903.87 If applicable, the above-described property has/is receiving special appraisal based on its use, and additional rollback taxes may become due based on the provisions of the special appraisal (Comptroller Rule 9.3040) or property omitted from the appraisal roll as described under Tax Code Section 25.21 is not included in this certificate [Tax Code Section 31.0S(b)]. Pursuant to Tax Code Section 31.08, if a person transfers property accompanied by a tax certificate that erroneously indicates that no delinquent taxes, penalties or interest are due a taxing unit on the property or that fails to include property because of its omission from an appraisal roll, the unit's tax lien on the property is extinguished and the purchaser of the property is absolved of liability to the unit for delinquent taxes, penalties or interest on the property or for taxes based on omitted property. The person who was liable for the tax for the ear the tax was im osed or the ro e was omitted remains ersonall liable for the tax and for an enalties or interest. A tax certificate issued through fraud or collusion is void. This certificate does not clear abuse of granted exemptions as defined in Section 11.43 Paragraph(1) of the Texas Property Tax Code. Date of Issue: Requested By: Fee Amount: Reference #: 06/06/2014 RME CONSUL TING ENGINEERS 10.00 Page: 1OF1 True AU:omation, lnc. FEE RECEIPT 61612014 4:23:27PM ~~~~~~~~~~~~~~~-!\ ,~~~~~~~~~~~~~~~~~--t~!--~~~~~~~~~~~~~~~~ Receipt Number I 2414267 Tax Office KRISTEEN ROE, CTA PH# (979) 361-4470 BRAZOS COUNTY TAX ASSESSOR COLLECTOR 300 E. WM. J BRYAN PKWY BRYAN, TX 77803 Payer Name and Address RME CONSUL TING ENGINEERS P 0 BOX 9253 COLLEGE STATION, TX 77842 Fee ID 43631 Tax Certificate Operator Batch ID mroney 11539 Tender Type Check Fee Description Batch Description MR0_06062014 Details 1726 Fee Date Year Amount Due Amount Paid 6/6/2014 2014 10.00 10.00 Date Paid Payment Type Total Paid 6/6/2014 p 10.00 Description Amount I 10.00 Receipt Issued in Accordance with Section 31.075 of the Texas Property Tax Code True Automation Inc. I NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 Engineer's Cost Estimate CREEK MEADOWS -SECTION9, PHASE TWO PAVING, DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS UNIT DESCRIPTION QUANTITY UNIT COST PAVING IMPROVEMENTS Mobilization, Construction Staking, All Required 1 LS $5,000.00 Testing by Contractor & Trench Safety SWPP Measures (Rock Rip-Rap, Seeding, Silt Fencing, 1 LS $16,500.00 Construction Entrance, Inlet Protection) Clearing & Grubbing (ROW & All Easements) 1 LS $3,000.00 In-Place Earthwork Excavation (Roadway, Alleys, 979 CY $4.50 Drainage Channels, Sitework, etc ... ) In-Pace Earthwork Embankment (Roadway, Alleys, 93 CY $4.50 Sitework, etc .. ) (Excavated On-Site) In-Place Earthwork Embankment Finishing (Topsoil, Landscape 1,015 CY $3.00 Berms & Miscellaneous) (Excavated On-Site) · 4" Thick Reinforced Concrete Sidewalk (Includes 8,348 SF $4.25 H/C Ramps) 6"Raised Concrete Curb & Gutter 330 LF $11 .25 24" Laydown Concrete Gutter 2,045 LF $11.50 6" Compacted Lime Stabilized Subgrade 5,055 SY $4.75 6" Compacted Limestone Base (Temp Turn-Around) 693 SY $10.00 1" Compacted Hot-mix Asphaltic Concrete (Temp 693 SY $9.00 Turn-Around) 6" Compacted Limestone Base (Residential Street) 3,613 SY $11 .00 2" Compacted Hot-mix Asphaltic Concrete 3,613 SY $13.00 (Residential Street) Concrete Street Apron 276 SY $50.00 TOTAL COST $5,000.00 $16,500.00 $3,000.00 $4,405.50 $418.50 $3,045.00 $35,479.00 $3,712.50 $23,517.50 $24,011 .25 $6,930.00 $6,237.00 $39,743.00 $46,969.00 $13,800.00 SUB-TOTAL= $232,768.25 DRAINAGE IMPROVEMENTS Mobilization, Construction Staking, All Required Testing 1 LS $8,000.00 $8,000.00 (Including lV) by Contractor & Trench Safety Modify Existing Juncition Box to Recess Curb Inlet 1 EA $3,500.00 $3,500.00 (5' Opening) Recessed Curb Inlet (10' Opening) 1 EA $4,700.00 $4,700.00 Modify Existing Juncition Box to Recess Curb Inlet 2 EA $4,500.00 $9,000.00 (10' Opening) Engineer's Cost Estimate 5 Recessed Curb Inlet (15' Opening) ~ EA $5,200.00 $10,400.00 6 Storm Sewer Junction Box 1 EA $2,500.00 $2,500.00 7 Tie into Existing Storm Sewer Junction Box 2 LS $750.00 $1 ,500.00 8 6:1 SET (30" Pipe) 4 EA $1 ,500.00 $6,000.00 9 24" RCP (CL 3) Storm Sewer w/Structural Backfill 36 LF $115.00 $4,140.00 10 30" ADS (N-12) Storm Sewer w/Cement Stabilized 237 LF $125.00 $29,625.00 Sand Bedding & Structural Backfill 11 30" RCP (CL 3) Storm Sewer w/Structural Backfill 69 LF $130.00 ' $8,970.00 12 30" RCP (CL 3) Storm Sewer w/Cement Stabilized 180 LF $150.00 $27,000.00 Bedding & Structural Backfill 13 30" RCP (CL 4) Storm Sewer w/Structural Backfill 40 LF $155.00 $6,200.00 SUB-TOTAL= $121 ,535.00 WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 $4,000.00 Contractor & Trench Safety (Water Line) 2 8" PVC Water Line (C900, DR14) -Non Structural 854 LF $19.00 $16,226.00 Backfill 3 8" PVC Water Line (C900, DR14) -Structural 111 LF $31 .00 $3,441 .00 Backfill 4 6" PVC Water Line (C900, DR14) -Non Structural 115 LF $18.00 $2,070.00 Backfill 5 4" PVC Water Line (C900, DR14) -Non Structural 250 LF $16.00 $4,000.00 Backfill 6 4" PVC Water Line (C900, DR14) -Structural 134 LF $25.00 $3,350.00 Backfill 7 Road Bore (Dry) w/18" Steel Casing & 8" DIP 75 LF $190.00 $14,250.00 (CL250) Carrier Pipe (Spacers & End Seals) 8 Structural Bedding (Cement Stabilized Sand) 40 LF $25.00 $1 ,000.00 9 Tie into Existing Water Line 2 EA $750.00 $1,500.00 10 Standard Fire Hydrant Assembly 2 EA $3,500.00 $7,000.00 11 12" (MJ) Gate Valve & Box 1 EA $1 ,600.00 $1,600.00 12 8" (MJ) Gate Valve & Box 8 EA $1,100.00 $8,800.00 13 6" (MJ) Gate Valve & Box 2 EA $800.00 $1 ,600.00 CD1-260-0531-E05.xlsx 2 of 4 ' . Engineer's Cost Estimate 14 4" (MJ} Gate Valve & Box 1 EA $650.00 $650.00 15 2" Blow-Off Valve & Riser 2 EA $1 ,100.00 $2,200.00 16 1" In-Line Blow-Off Valve & Riser 1 EA $1 ,500.00 $1 ,500.00 17 12" x 8" (MJ} Tee 1 EA $1,400.00 $1,400.00 18 8" x 8" (MJ} Cross 1 EA $1 , 100.00 $1 , 100.00 19 8" x 8" (MJ) Tee 1 EA $900.00 $900.00 20 8" x 6" (MJ} Tee 2 EA $650.00 $1 ,300.00 21 8" x 4" (MJ} Reducer 1 EA $475.00 $475.00 22 8" (MJ} 45 deg Bend 4 EA $650.00 $2,600.00 23 8" (MJ} 22.5 deg Bend EA $550.00 $0.00 24 8" (MJ) 11.25 deg Bend 1 EA $450.00 $450.00 25 6" (MJ} 11 .25 deg Bend EA $325.00 $0.00 26 4" (MJ} 45 deg Bend 2 EA $350.00 $700.00 27 8" (MJ) Plug w/2" Tap 1 EA $450.00 $450.00 28 4" (MJ} Plug w/2" Tap 1 EA $225.00 $225.00 29 Dual Water Service (Long Side} 4 EA $1 ,900.00 $7,600.00 30 Dual Water Service (Short Side} 5 EA $950.00 $4,750.00 31 Single Water Service (Long Side} 2 EA $1,400.00 $2,800.00 32 Single Water Service (Short Side} 7 EA $600.00 $4,200.00 SUB-TOTAL= $102,137.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety & TV Inspection 1 LS $3,000.00 $3,000.00 (Sewer Line} 2 6" PVC Sanitary Sewer (SDR-26, D3034) -Non 443 LF $25.00 $11,075.00 Structural Backfill 3 6" PVC Sanitary Sewer (SDR-26, D3034) -52 LF $42.00 $2,184.00 Structural Backfill CD1 -260-0531-E05.xlsx 3of4 • ;.A . Engineer's Cost Estimate 4 4' Diameter Standard Manhole w/32" Opening (Ring 1 EA $3,200.00 $3,200.00 & Cover) 5 Tie into Existing Sanitary Sewer Line 1 EA $1 ,000.00 $1 ,000.00 6 Structural Bedding (Cement Stabilized Sand) 20 LF $23.00 $460.00 7 Dual Sanitary Sewer Service (Long Side) 3 EA $1,750.00 $5,250.00 8 Dual Sanitary Sewer Service (Long Side) -Connect 4 EA $2,200.00 $8,800.00 to Existing Sanitary Sewer 9 Dual Sanitary Sewer Service (Short Side) 3 EA $650.00 $1 ,950.00 10 Dual Sanitary Sewer Service (Short Side) -Connect 2 EA $1 ,000.00 $2,000.00 to Existing Sanitary Sewer 11 Single Sanitary Sewer Service (Long Side) 1 EA $750.00 $750.00 12 Single Sanitary Sewer Service (Short Side) -1 EA $850.00 $850.00 Connect to Existina..~~~ Sewer ---·:..,t .. Ut-T[ ' l SUB-TOTAL= $40,519.00 -c,'\I>-•••••• -1--1 •• -.. .. ·, ' ;' •·· ··~ I ESTIMATED CONSTRUCTION COST= $496,959.25 ~*: ·*'~-,... ~) 10% CONTINGENCY= $49,695.93 ~···e;:··~, ... c~ I.····.-~··· ...... -,, I. • " : , GRAND TOTAL= $546,655.18 ~ .. Q:,, 4 "0,:·.'.;ctNS';?·· .v t f's •• • • •• 0.G°" l\\ StONAl S -~ ,,,,,,,,, \ , RME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 OFF/FAX: (979) 764-0704 E-mail: civil@rmengineer.com Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules, operation and maintenance costs, equipment characteristics and performance, and operating results are based on this office's experience, qualifications and judgment as a design professional. Since RME has no control over weather, cost and availability of labor, material and equipment, labor productivity, construction contractor's procedures and methods, unavoidable delays, construction contractor's methods of determining prices, economic conditions, competitive bidding or market conditions and other factors affecting such estimates or projections, this office does not guarantee that actual rates, costs, performance, schedules, etc., will not vary from estimates and projections prepared by the Engineer of record. CD1-260-0531-E05.xlsx 4of4 ··*-. = = PROSPERITY BANK® ... ...,.., STANDBY LETTER OF CREDIT AMENDMENT Date : November 25, 2014 Letter of Credit Number: 1758 Amendment No: Beneficiary: Applicant: 1 City of College Station Attention: Director of Development Services 1101 Texas Avenue College Station, Texas 77840 Creek Meadows Partners, L.P. 2800 S. Texas Avenue, Suite 401 Bryan, Texas 77802 Irrevocable Letter of Credit No. 1758 Issued on September 18, 2014 for the account of Creek Meadows Partners, L.P., in favor of City of College Station, in the amount of USO $187,695.75 is hereby amended as follows: AMOUNT: From: $187,695.75 To: $5,000.00 All other terms and conditions remain unchanged . Please acknowledge acceptance and return the copy of this amendment in the envelope provided. By:~~-+--=-------;.<:::,.-~-=~~~~~~~~~~~- John Acknowledgement: City of College Station hereby accepts this amendment and all changes as described herein . By: /~;Ah4-d.... M4N Cb tgg .r -Dt-rY ~6tlv'?:-cY< (printed name and title) Prepared by: ydiaz 11/25/2014 ._.w._. : ~ PROSPERITY BANK., ... .....,..., FROM: Creek Meadows Partners, L.P. ISSUER: Prosperity Bank 1298 Arrington Rd, College Station, TX 77845 IRREVOCABLE LETTER OF CREDIT DATE: September 18, 2014 TO BENEFICIARY: City of College Station Attention: Director of Development Services 1101 Texas Avenue College Station, Texas 77840 IRREVOCABLE LETTER OF CREDIT NO.:..!lli ISSUE DA TE: 12:00 Noon Central Standard Time. September 18, 2014 EXPIRATION DATE: 12:00 Noon Central Standard Time, September 18, 2015, or upon the completion and final payment to all conCJ"actors, whichever occurs first. LOCATION OF PROJECT: Creek Meadows Subdivision. College Station. TX AMOUNT: ACCOUNT OF: ONE HUNDRED EIGHTY-SEVEN THOUSAND SIX HUNDRED NINETY-FIVE AND 75/100 DOLLARS ($187,695.75) Creek Meadows Partners. L.P., (herein "DEVELOPER") 2800 S. Texas Avenue. Ste 401 Bryan, TX 77802 GENERAL TERMS & CONDITIONS: The Issuing Bank set out above hereby issues its TRREVOCABLE LETTER OF CREDIT NO. 1758 in favor of the CITY OF COLLEGE STATION, TEXAS, in accordance with CHAPTER 5, V.T.C.A. °fEXAS BUSINESS AND COMMERCE CODE as varied by and pursuant to the CITY OF COLI.EGE STATION UNIFIED DEVELOPMENT ORD TN AN CE for the Account of DEVELOPER for an aggregate amount of up to ONE HUNDRED EIGHTY·SEVEN THOUSAND SIX HUNDRED NINETY-FIVE AND 75/100 DOLLARS ($187,695.75). This amount is available by your draft(s) payable at sight when accompanied by the following: 1. Sworn Statement by a duly authorized representative of the City of College Station, Texas, stating that Developer(s) has/have defaulted and failed lo complete the performance and consrruction of the improvements described below in accordance with c.he UNIFIED DEVELOPMENT ORDINANCE of the CITY OF COLLEGE STATION, Texas. and that the proceeds from this Letter of Credit will either be utilized by the City of College Station, Texas, to complete such construction or will be returned by the City of College Station to the Issuing Bank: Creek Meadows Subdivision Section 3, Phase 2, Paving, Drainage and Utility Improvements. Pr.:pared by: ydiai ~18-2014 SPECIAL TERMS & CONDITIONS: I. All banking fees/expenses/charges incurred are for the account of Developer. The City of College Station is not responsible for any charges in connection with a drawing under this Leccer of Credit. This Letter of Credit is issued in conjunction with che development of Developer in the City of College Station, Texas. specifically for the following: To guarantee che paymem and performance of the proposed consrruction improvemencs in Creek Meadows Subdivision Section 3, Phase 2, a proposed subdivision in the City of College Station, Texas, for a period not to exceed one (I) year from the date hereof. 2. Disbursements pursuant to this Letter of Credit will never exceed the above-stated amount, less any amount released by the City of College Station, Texas. The amount of credit under this Letter of Credit may be reduced upon approval and acceptance by the City of College Station of completed improvements, which reduction may only be made with the written authorization of the Director of Planning and Development Services of the City of College Station. 3. In accordance with SECTION 5.106 of the TEXAS BUSTNESS AND COMMERCE CODE, this Letter of Credit may be modified, upon the execution and delivery to Issuer of a sworn statement giving consent to modification by the Director of Planning and Development Services of the City of College Scation. 4. The Issuer of this Lcrrer of Credit has caused this Letter to be signed by the undersigned officer who has attached proof of his authorization to sign, together with attestation by ls suer's authorized attesting officer and sealed with the seal of Issuer. John . F1ynn I A~•"d By IJ/fM;h~~ ST A TE OF TEXAS * COUNTY OF BRAZOS * This instrument was acknowledged before me on September 18, 2014, by John A. Flynn, m , Banking Center President, the authorized officer of Prosperity Bank, Issuer, a Texas Banking Corporation, on behalf of said Banldng Corporation and in t:he capacity stated. e EMILY ROBSON Hotaty Public, Stitt o1 Ttxas lily CetlllltiMion_Expirts ~y 12, 2015 Prepared by: ydi u 9-18-2014 Alan Gibbs Planning & Development Services 1101 Texas Avenue College Station, TX 77842 agibbs@cstx.gov November 25, 2014 VIA ELECTRONIC MAIL Re: Creek Meadows -Section 3, Phase 2 Letter of Credit Mr. Gibbs, The attached amendment to the Letter of Credit for remaining infrastructure related to Creek Meadows Section 3, Phase 2 reduces the amount to a total of $5,000.00 which covers the following items: $2,000.00 for asphalt paving of the emergency turnaround area which cannot be installed due to construction of Section 3, Phase 3. Should the street extension not be completed the funds will cover installation of 1" asphalt paving over existing base at the turnaround. $3,000.00 for vegetation establishment on lots which have not been affected by home builder activity. Your consideration in this matter is greatly appreciated. Sincerely, Chris Rhodes Vice President Oldham Goodwin Development, LLC Bryan/College Station 2800 South Texas Avenue, Suite 40 l 81yon, Texas I 77802 Phone, 979.268.2000 I Fox, 979.846.7020 Houston 25222 Northwest Freeway, Suite l -I 85 Cypress, Texas I 77 429 Phone, 281.256.2300 I Fox, 281 .213.2095 Erika Bridges From: Sent: Chris Rhodes <chris.rhodes@oldhamgoodwin.com> Monday, November 10, 2014 5:28 PM To: Erika Bridges Cc: Isra el Koite; Rabon Metcalf Subject: RE: Creek Meadows Section 3, Phase 2 Completion Erika, In the past we have gated the end of a street when we start construction on an adjoining section even if there was an emergency access in place previously. There is a section adjoining S2P2 with no turnaround which has been fenced off as a dead end since I started working on the development over 3.5 years ago. We could install the turnaround (we have actually put down crushed rock on lime stabilized base already which should serve as an all-weather surface } but it would be affected by the construction and there is no way to guarantee that it would remain useable while utility installation is in progress. Chris Rhodes Vice President I Construction Management Development Services Oldham Goodwin Group, LLC Bryan/College Station I Houston 2800 South Texas Avenue, Suite 401 Bryan,Texas77802 P 979.268.2000 I c 979.219.1102 www.OldhamGoodwin.com © 20.14 Oldham Goodwin Group, LLC. This email and any files transmitted with it are confidential and intended solely for the use of the inclividuai or entity to wl1am they <'re addressed. This niess<'ge contains confidential inforn1ation and is intended only for the individual nan1ed. If you are not the named addressee you should not disseminat•?, distribute or copy this e-mail. Please notify the sender immediately by e--m,~il if you have received this e-maii by mistake and delete this e-mai! fron1 your system. If you are not the intended recipient you are notified that disclosing, copying. distributing or taking any action in reliance on the contents of this information is striLtly prohibited. From: Erika Bridges [mailto:ebridges@cstx.gov] Sent: Monday, November 10, 2014 5:20 PM To: Chris Rhodes Cc: Israel Koite Subject: RE: Creek Meadows Section 3, Phase 2 Completion Chris, A temporary turnaround or a through street is required for emergency and sanitation access. If you do not want to build the turnaround at this time, please be aware that COs will not be able to be issued for homes along that portion of the street until the through street or a turnaround is provided. Additionally, we will most likely need to retain a portion of the surety for Sec.3, Ph .2. Please let me know if you have any questions. Thanks, Erika I , 1 .. From: Chris Rhodes [mailto:chris.rhodes@oldhamgoodwin.com] Sent: Monday, November 10, 2014 3:59 PM To: Erika Bridges Cc: Israel Koite Subject: Creek Meadows Section 3, Phase 2 Completion Erika, We are not planning to install the temporary turnaround at Section 3, Phase 2 due to construction starting on the adjoining Section 3, Phase 3 on Monday the 17th. Please confirm that this will not affect our letter of completion on S3,P2 as there is no way keep the temp turnaround intact with the next phase starting. Israel, Are there any further punch list items that you have seen which need to be addressed in order to get our letter of completion once the water test and core samples pass? Thanks, Chris Rhodes Vice President I Construction Management Development Services Oldham Goodwin Group, LLC Bryan/College Station I Houston 2800 South Texas Avenue, Suite 401 Bryan, Texas 77802 P 979.268.2000 I c 979.219.1702 www.OldhamGoodwin.com © 2014 Oldh<Jrn Goodwin Group, LLC. This email and any files transmitted with it art: confidential and intended solely for the use of the ind!viduai or entity to whorn they are addressed. This message contains confidential information ond is intended only for the individual named. If you are not the named addressee you should not disseminate. distribute or copy this e-mail. Please notify the sender !rnrned!~tely by e-m<'i! if you have received this e-maii by mistake ~nd delete this e-mail from your system. If you are not tt1e intended rec1p1ent you are notified that disclosing, copying, distributing or taking any action in reliM1ce on tt1e contents of this inforrnation :s strictly prohibited. City of College Station Home of Texas A&M University® 2 Alan Gibbs Planning & Development Services 1101 Texas Avenue College Station, TX 77842 agibbs@cstx.gov November 25, 2014 VIA ELECTRONIC MAIL Re: Creek M eadows -Section 3, Phase 2 Letter of Credit Mr. Gibbs, The attached amendment to the Letter of Credit for remaining infrastructure related to Creek Meadows Sectio n 3, Phase 2 reduces the amount to a total of $5,000.00 which covers the following items: $2,000.00 for asphalt paving of the emergency turnaround area which cannot be installed due to construction of Section 3, Phase 3. Should the street extension not be completed the funds will cover installation of 1" asphalt paving over existing base at the turnaround. $3,000.00 fo r vegetation establishment on lots which ha··c not been affected by home builder activity. Your considerat ion in th is matter is gre atly appreciated. Sincerely, Chris Rhodes Vice President Oldham Goodwin Development, LLC BryarijCollege Station 2800 Sovth Texas Avenue, Sui1e 401 Bryon, Texas I 77802 Phone: 979.268.2000 I Fox: 979.846.7020 H<>lnfOO 25222 Northwest Freeway, Suile 1-185 Cyprnsi, Tex<» I 77429 Phone: 281.256.2300 I Fox: 281.213.2095 '· 3800 S.H. No. 6 South, Ste. 108G <77845> P.O. Box 9253, College Station, TX 77842 Off/Fax: (979) 764-0704 · ·--~---email: civil@nnengineer.com I ' November 14, 2014 Ericka Bridges, E.I.T. Graduate Civil Engineer City of College Station Planning & Development Services 1101 Texas A venue South College, Station, 77840 RE: Creek Meadows, Section 3, Phase Two -College Station, TX :Fire Flow Letter RME No. 260-0505 Ericka Bridges: A fire flow test was performed in accordance with National Fire Prevention Association (NFPA) Standard 291, Chapter 4, for the above referenced project, on November 14, 2014. The results of this test are shown on the attached Fire Flow Test Report, and are sufficient to meet the City of College Station minimum design standards for fire flow requirements. Please call should you have any questions or require assistance. Sincerely, • .3 • •• •• <'.;CENS~\l/~ ! ('s"··· • ,..• G~ .::' • I ,/ \\ StONAL ~~ .... --t ( / '1 fl \\,,,,,, ..... Rabon A. Metcalf, P.E. No. 88583 Texas Finn Registration No. F-4695 raboo@rmengineer.com CDI-260-0531-L06.docx Pagel of l FIRE FLOW TEST REPORT Date // /11U/$ ' Location C/CF-FCJ..C:. f(/ptpr;vJ.S.,. S'Sf'L., Flow Hydrant Desc. __:n ____ l-f.:...__-=.3 J-'--------=---""?'<""""---..r-----:----- 2£ CofZNIC??--o E "St/it;O:t fuO\< &s rue LANE. Nozzle size 2.5 -------Pitot Reading 00 --~-=----GP M~_,_/~'2::.=--o_o..o;;_ __ Static Hydrant Desc. _.!.-Pl....:.._'-+_-_6===-----------,,,.=--------,--__.,,._--rr-- 6E CoY?NRn-OF &ifIDi.1 ::E;eO;~ c{.... Vcno Bero\< Static PSI ES J _ ___;=-.;.. ___ _ Residual PSI _ __.7;....;:3:;:.._ ___ _ COMMENTS: ____________________ ~ Signature, Title Date Date RME CONSULTING ENGINEERS POST OFFICE BOX 9253 COLLEGE STATION. TEXAS 77842 OFF/FAX: <979> 690-0329 E-MAIL: CIVIL@RMJ:NGIN.EER.COM ------· --·····-·····-···-·--·--·--------------lt"' .... Ut-f f11 I LETTER OF COMPLETION CITY ENGINEER DATE: //-/'-/-/'f . CITY OF COLLEGE STATION COLLEGE STATION, TEXAS RE: COMPLETION OF Cr«K Meta.4<\w' Dear Sir: The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under City inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approval and acceptance by the City is requested in .order that we may finalize any subcontracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. The one-year warranty is hereby affirmed and agreed to by 3-D '')~ e ~ Z.. l C... and by their subcontractors as indicated by signatures below. WORK COMPLETED s~wu WARRANTY DATE 11-14-/Lf {/-lt..+..-1'1 11-/Ll-l'i l/-l'-!-l'-1 owner:L ree /C/Vleo:JovJ /brtre~ontractor: 3-1> ~pmPYf L.Lc Phone Number: 119 J6g-J00(} Phone Number: Cf7q-t:?'A°t-'i85"D Revised 1131107 5itvfl-. Jexo5 A.A. · Address: l(l{CfQ (asft'¥'~ '/Jv. NCE &APPROVAL 1:1..-1-1<{ CS TX 7 7 81-{ S- Signature: 4kiJ<d~~ ~PLAT FILED ~OFFSITE ESMTS FILED ..Jl.L TIMP BLANKET E811T Fl.ID ~NO OTHER ESMTS NEEDID SOP: Filing of Final Plats -Letters of Completion Eng.ineerin~ Inspector/Dat~: Is\(_{( Ku',+( 11-tlJ "I<{ ProJect Engineer/Date: fut&... 50rJ.d~ IZ./ \/ii 1 04/23/14 DP Number: IH ... \U~ ~ • Inspectors shall acquire written (i.e. email) punchlist comments and subsequently written confirmation from the following contacts before forwarding Letter of Completion to development review engineer: /Erosion/Drainage: Donnie Willis (0: 764-6375, C: 229-7632) /a CS Water Services -General: Charles "Butch" Willis (0: 764-3435, C: 777-1202) • Water -coordinate fire flow analyses (or the design engineer for non-city utilities) and confirm test results meets min requirements with the dev review engineer (specific hydrants to test, if simultaneous, and min allowable flow) • Sanitary o CS Water Service -Liftstation: Doug Wallace (0: 764-6333) o CS Electric and Streetlights: Gilbert Martinez (0: 764-6255) o j:S Public Works -Traffic Signs/Markings): Lee Robinson (0: 764-3695) <;r' BTU Electric and Streetlights: Sonia Creda (0: 821-5770) John Fontinoe or Randy Trimble (0: 821-5728) Confirm with development review engineer that service agreement is in place with BTU o Non-City Utility Service Providers: (Wellborn Water SUD, Brushy Creek SUD, Wickson Creek SUD, etc) confirm with development review engineer that infrastructure is complete and for outstanding issues, o Digital Constrution Pictures: From contractor on CD-R, Inspector to confirm and file o Record Drawings: (2 Red-Lined Copies) for all Public Infrastructure with the following attestation: "I, General Contractor for development, certify that the improvements shown on this sheet were actually built, and that said improvements are shown substantially hereon. I hereby certify that to the best of my knowledge, that the materials of construction and sizes of manufactured items, if any are stated correctly hereon." General Contractor /Record Drawings: (2 Red-Lined Copies) for Public Drainage Infrastructure including Private Detention Facilities with the following attestations: "I hereby attest that I am familiar with the approved drainage plan and associated construction drawings and furthermore, attest that the drainage facilities have been constructed within dimensional tolerances prescribed by the Bryan & College station Unified Stormwater Design Guidelines and in accordance with the approved construction plans or amendments thereto approved by the City of College Station." (affix seal) Licensed Professional Engineer State of Texas No. ---- "I certify that the subdivision improvements shown on this sheet were actually built, and that said improvements are substantially as shown hereon. I further certify, to the best of my knowledge, that the materials of construction and sizes of manufactured items if any I I are stated correctly hereon." General Contractor Inspectors to review Red-lined Record Drawings, upon acceptable confirmation of drawings, inspector to: / file one set of Record Drawings in Public Works files, and y forward one set of Record Drawings to Jeffery Speed (CSU) Inspectors should forward Letters of Completion to the development review engineer that reviewed and stamped the construction plans after confirming: /the date on the Letter of Completion Warranty should reflect the date when all associated JlUnchlist items are completed, and /the Owner is shall be listed as the one affirming the one-year warranty Development review engineer to: o add Dev Permit Number to Letter of Completion o stamp the Letter of Completion to confirm by initialing that the final plat is filed (or mylar is ready to be filed), all necessary easements (including offsite) have been filed, and blanket easement issues are resolved, and o initial and route the Final Plat mylar for filing. (Note if the developer provided surety the plat it may have been filed ahead of construction.) Deborah Grace-Rosier (Planning) to file the Final Plat utilizes a coversheet to confirm: o infrastructure is accepted by Letter of Completion -or-Surety is provided and acceptable, o signed and notarized mylar of final plat, o parkland dedication has been paid, o digital file of final plat is provided, o a current paid tax certificate has been submitted, o sidewalk fee in lieu paid (if applicable), and Development review engineer, upon the filing of Final Plat, stamp the Letter of Completion with the new stamp and verify-initial-n/a the Final Plat was filed, offsite easements have been filed, we have all necessary easements, etc -and then forward the Letter of Completion to Alan Gibbs (City Engineer) for final signature. Carol (Sr. Asst. City Engineer) to: o enter the engineer's estimate and Letter of Completion date into Inspection List o forward hard original of finalized Letter of Completion to Crystal (P&DS). Crystal to: verify o signatures on the Letter of Completion, o forward scanned copy of Letter of Completion and associated Engineers Estimate to the owner, developer, contractor, Terry Boriskie (Building), Ben McCarty (Building), Chris Haver (Building), Carol Thompson (Accounting), Kristina Keller (Accounting), Courtney Kennedy (Accounting), Jeffery Speed (CSU), Stephen Maldonado Sr. (CSU), Charles "Butch" Willis (CSU), Carol Cotter (Engineering), Alan Gibbs (Engineering), Erika Bridges (Engineering), Danielle Singh (Engineering), Gilbert Martinez (Electric) and Deborah Grace- Rosier (Planning). Kristina Keller will forward to Diane Broadhurst (CSU) after her review. o if don't have email addresses, mail copies to the owner and contractor, and o place the original in Development Permit file. Deborah to place a hard copy of the Letter of Completion in the associated Planning Final Plat file. ... .. ,. NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 Engineer's Cost Estimate CREEK MEADOWS -SECTION 3, PHASE TWO PAVING, DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS % TOTAL COST J>ESCRIPTION QUANTIT'( UNIT UNIT COST COMPLETE REMAININ(; . PAVING IMPROVEMENTS Mobilization, Construction Staking, All Required 1 LS $5,000.00 100% $0.00 Testing by Contractor & Trench Safety SWPP Measures (Rock Rip-Rap, Seeding, Silt Fencing, 1 LS $16,500.00 70% $4,999.50 Construction Entrance, Inlet Protection) Clearing & Grubbing (ROW & All Easements) 1 LS $3,000.00 100% $0.00 In-Place Earthwork Excavation (Roadway, Alleys, 979 CY $4.50 100% $0.00 Drainage Channels, Sitework, etc ... ) In-Pace Earthwork Embankment (Roadway, Alleys, 93 CY $4.50 100% $0.00 Sitework, etc .. ) (Excavated On-Site) In-Place Earthwork Embankment Finishing {Topsoil, Landscape 1,015 CY $3.00 0% $3,045.00 Berms & Miscellaneous) (Excavated On-Site) 4" Thick Reinforced Concrete Sidewalk (Includes 8,348 SF $4.25 0% $35,479.00 H/C Ramps) 6"Raised Concrete Curb & Gutter 330 LF $11.25 0% $3,712.50 24" Laydown Concrete Gutter 2,045 LF $11.50 0% $23,517.50 6" Compacted Lime Stabilized Subgrade 5,055 SY $4.75 100% $0.00 6" Compacted Limestone Base (Temp Tum-Around) 693 SY $10.00 0% $6,930.00 1" Compacted Hot-mix Asphaltic Concrete (Temp 693 SY $9.00 0% $6,237.00 Turn-Around) 6" Compacted Limestone Base (Residential Street) 3,613 SY $11 .00 0% $39,743.00 2" Compacted Hot-mix Asphaltic Concrete 3,613 SY $13.00 0% $46,969.00 (Residential Street) Concrete Street Apron 276 SY $50.00 100% $0.00 SUB-TOTAL= $170,632.50 DRAINAGE IMPROVEMENTS Mobilization, Construction Staking, All Required Testing 1 LS $8,000.00 100% $0.00 (Including TV) by Contractor & Trench Safety Modify Existing Juncition Box to Recess Curb Inlet 1 EA $3,500.00 100% $0.00 (5' Opening) Recessed Curb Inlet (1 O' Opening) 1 EA $4,700.00 100% $0.00 Modify Existing Juncition Box to Recess Curb Inlet 2 EA $4,500.00 100% $0.00 (10' Opening) CD1 -260-0531-E07 .xlsx 1of4 . ,. Engineer's Cost Estimate 5 Recessed Curb Inlet (15' Opening) 2 EA $5,200.00 100% $0.00 6 Storm Sewer Junction Box 1 EA $2,500.00 100% $0.00 7 Tie into Existing Storm Sewer Junction Box 2 LS $750.00 100% $0.00 8 6:1 SET (30" Pipe) 4 EA $1,500.00 100% $0.00 9 24" RCP (CL 3) Storm Sewer w/Structural Backfill 36 LF $115.00 100% $0.00 10 30" ADS (N-12) Storm Sewer w/Cement Stabilized 237 LF $125.00 100% $0.00 Sand Bedding & Structural Backfill 11 30" RCP (CL 3) Storm Sewer w/Structural Backfill 69 LF $130.00 100% $0.00 12 30" RCP (CL 3) Storm Sewer w/Cement Stabilized 180 LF $150.00 100% $0.00 Bedding & Structural Backfill 13 30" RCP (CL 4) Storm Sewer w/Structural Backfill 40 LF $155.00 100% $0.00 SUB-TOTAL= $0.00 WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 100% $0.00 Contractor & Trench Safety (Water Line) 2 8" PVC Water Line (C900, DR14) -Non Structural 854 LF $19.00 100% $0.00 Backfill 3 8" PVC Water Line (C900, DR14) -Structural 111 LF $31 .00 100% $0.00 Backfill 4 6" PVC Water Line (C900, DR14) -Non Structural 115 LF $18.00 100% $0.00 Backfill 5 4" PVC Water Line (C900, DR14) -Non Structural 250 LF $16.00 100% $0.00 Backfill 6 4" PVC Water Line (C900, DR14) -Structural 134 LF $25.00 100% $0.00 Backfill 7 Road Bore (Dry) w/18" Steel Casing & 8" DIP 75 LF $190.00 100% $0.00 (CL250) Carrier Pipe (Spacers & End Seals) 8 Structural Bedding (Cement Stabilized Sand) 40 LF $25.00 100% $0.00 9 Tie into Existing Water Line 2 EA $750.00 100% $0.00 10 Standard Fire Hydrant Assembly 2 EA $3,500.00 100% $0.00 11 12" (MJ) Gate Valve & Box 1 EA $1,600.00 100% $0.00 12 8" (MJ) Gate Valve & Box 8 EA $1,100.00 100% $0.00 - 13 6" (MJ) Gate Valve & Box 2 EA $800.00 100% $0.00 CD 1-260-0531-E07 .xlsx 2 of4 ' . '1 " Engineer's Cost Estimate 14 4" (MJ) Gate Valve & Box 1 EA $650.00 100% $0.00 15 2" Blow-Off Valve & Riser 2 EA $1 , 100.00 100% $0.00 16 1" In-Line Blow-Off Valve & Riser 1 EA $1,500.00 100% $0.00 17 12" x 8" (MJ) Tee 1 EA $1,400.00 100% $0.00 18 8" x 8" (MJ) Cross 1 EA $1,100.00 100% $0.00 19 8" x 8" (MJ) Tee 1 EA $900.00 100% $0.00 20 8" x 6" (MJ) Tee 2 EA $650.00 100% $0.00 21 8" x 4" (MJ) Reducer 1 EA $475.00 100% $0.00 22 8" (MJ) 45 deg Bend 4 EA $650.00 100% $0.00 23 8" (MJ) 22.5 deg Bend EA $550.00 100% $0.00 24 8" (MJ) 11.25 deg Bend 1 EA $450.00 100% $0.00 25 6" (MJ) 11.25 deg Bend EA $325.00 100% $0.00 26 4" (MJ) 45 deg Bend 2 EA $350.00 100% $0.00 27 8" (MJ) Plug w/2" Tap 1 EA $450.00 100% $0.00 28 4" (MJ) Plug w/2" Tap 1 EA $225.00 100% $0.00 29 Dual Water Service (Long Side) 4 EA $1,900.00 100% $0.00 30 Dual Water Service (Short Side) 5 EA $950.00 100% $0.00 31 Single Water Service (Long Side) 2 EA $1,400.00 100% $0.00 32 Single Water Service (Short Side) 7 EA $600.00 100% $0.00 SUB-TOTAL= $0.00 SANITARY SE;WER IMPROVEMENTS Mobilization, Staking, Trench Safety & TV Inspection 1 LS $3,000.00 100% $0.00 (Sewer Line) 2 6" PVC Sanitary Sewer (SDR-26, 03034) -Non 443 LF $25.00 100% $0.00 Structural Backfill 3 6" PVC Sanitary Sewer (SDR-26, 03034) -52 LF $42.00 100% $0.00 Structural Backfill CD1-260-0531-E07.xlsx 3 of 4 4 5 6 7 8 9 10 11 12 Engineer's Cost Estimate 4' Diameter Standard Manhole w/32" Opening (Ring 1 EA $3,200.00 & Cover) Tie into Existing Sanitary Sewer Line 1 EA $1,000.00 Structural Bedding (Cement Stabilized Sand) 20 LF $23.00 Dual Sanitary Sewer Service (Long Side) 3 EA $1,750.00 Dual Sanitary Sewer Service (Long Side) -Connect 4 EA $2,200.00 to Existing Sanitary Sewer Dual Sanitary Sewer Service (Short Side) 3 EA $650.00 Dual Sanitary Sewer Service (Short Side) -Connect 2 EA $1 ,000.00 to Existing Sanitary Sewer Single Sanitary Sewer Service (Long Side) 1 EA $750.00 Single Sanitary Sewer Service (Short Side) -1 EA $850.00 Connect to Existing Sanitary Sewer SUB-TOTAL= ESTIMATED CONSTRUCTION COST= 10% CONTINGENCY= 100% 100% 100% 100% 100% 100% 100% 100% 100% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $170,632.50 $17,063.25 GRAND TOTAL= $187,695.75 ----, ' RME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 OFF/FAX: (979) 764-0704 E-mail: civil@nnengineer.com Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules, operation and maintenance costs, equipment characteristics and performance, and operating results are based on this office's experience, qualifications and judgment as a design professional. Since RME has no control over weather, cost and avaiJability of labor, material and equipment, labor productivity, construction contractor's procedures and methods, unavoidable delays, construction contractor's methods of determining prices, economic conditions, competitive bidding or market conditions and other factors affecting such estimates or projections, this office does not guarantee that actual rates, costs, performance, schedules, etc., will not vary from estimates and projections prepared by the Engineer of record. CD 1-260-0531-E07 .xlsx 4 of4 Erika Bridges From: Erika Bridges Sent: To: Friday, October 17, 2014 3:32 PM 'Chris Rhodes' Cc: Israel Koite Subject: RE: New Report(s) for Project Creek Meadows Section 3 Phase 2 (A1141089) Chris, Just wanted to give a quick recap of our phone conversation earlier. There are 3 options for the base/HMAC: • Remove and replace the existing base with Grade 1 Base meeting all specs & 2-inch HMAC • Minimum 8-inch Grade 2 Base & 2-inch HMAC • Minimum 6-inch Grade 2 Base & 2.5-inch HMAC Please let me know if you have any questions. Thanks, Erika From: Chris Rhodes [mailto:chris.rhodes@oldhamgoodwin.com] Sent: Thursday, October 16, 2014 6:06 PM To: Erika Bridges Subject: FW: New Report(s) for Project Creek Meadows Section 3 Phase 2 (A1141089) Erika, Mark mentioned that you and Alan had requested these depth checks for the base that didn't quite meet specs on the wet ba ll mill test. I tried to follow up with Mark today but he is out of the office until sometime next week. Do you know if these have been reviewed and the base approved? I think part of the problem was the sample pick-up was on site off of the top of a loose pile instead of at the pit so we will definitely address that in the future since this was from the same pits that have passed previous tests. Thanks, Chris Rhodes Vice President I Co nstruction Management Development Services Oldham Goodwin Group, LLC Bryan/College Station I Houston 2800 South Texas Avenue, Su ite 401 Bryan,Texas77802 P 979.268.2000 I c 979.219.1102 www.OldhamGoodwin.com ~; ~Olt.\. Oldham Goodwin Group. U.C. Triis. <:.irnai! 0nd any fiie~ transmitted with it are confit1entiai <Hid intended solely for the USf of the individual or entitv Lowhorn they are c:it.1dresseti. This rres~age contains confidential inforrnation ~ind is. intended only for the mdividu0i n0rned. If you c.ue not the n'Hned address.ee yo~ sr1ould not (fs.sernin~n.:~, d~strib\..rte or ccµy this e .. rndiL Pl~\cbe nc.,tify the sender !n11n'~\dit:Jteiy by e··rno 1 if you have received this e··rnai! by mistake and d~\l(~\tc this e··1nclii fro:r1 your 1 system. If you are not the intended reripient you are notified that disc!osing, copying, ciistributing or tak111g any action in reliance on the contents of tl11s 1nfonnat1on is strictly prol;;bited. From: medornak@terracon.com [mailto:medornak@terracon .com] Sent: Tuesday, October 14, 2014 4:33 PM To: ikoite@cstx.gov; medornak@terracon.com; Chris Rhodes; arnoldclint28@qmail.com Subject: New Report(s) for Project Creek Meadows Section 3 Phase 2 (A1141089) !Report Title !Service Date ;File Name !General Observation 110/14/2014 IA1141089.0008.pdf Please see attached reports. This electronic communication and its attachments are forwarded to you for convenience. If this electronic transmittal contains Design Information or Recommendations and not just general correspondence, Terracon Consultants, Inc., and/or its affiliates ("Terracon") will submit a follow-up hard copy via mail or delivery for your records, and this hard copy will serve as a final record. In the event of conflict between electronic and hard copy documents, the hard copy will govern. The above disclaimer does not apply with respect to documents sent with a digital signature. Please note that any files delivered in electronic medium may not work on systems and software different than those with which they were originally produced. Terracon makes no warranty as to the compatibility of these files with any other system or software. This e-mail and any attachments transmitted with it are the property of Terracon and may contain information that is confidential or otherwise protected from disclosure. The information it contains is intended solely for the use of the one to whom it is addressed, and any other recipient should destroy all copies. Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Private and confidential as detailed here (www.terracon.com/disclaimerJ. If you cannot access hyper/ink, please e-mail sender. 2 Erika Bridges From: Sent: Chris Rhodes <chris.rhodes@oldhamgoodwin.com> Thursday, October 16, 2014 6:06 PM To: Erika Bridges Subject: Attachments: FW: New Report(s) for Project Creek Meadows Section 3 Phase 2 (All41089) Al141089.0008.pdf Erika, Mark mentioned that you and Alan had requested these depth checks for the base that didn't quite meet specs on the wet ball mill test. I tried to follow up with Mark today but he is out of the office until sometime next week. Do you know if these have been reviewed and the base approved? I think part of the problem was the sample pick-up was on site off of the top of a loose pile instead of at the pit so we will definitely address that in the future since this was from the same pits that have passed previous tests. Thanks, Chris Rhodes Vice President I Construction Management Development Se rvices Oldham Goodwin Group, LLC Bryan/College Station I Houston 2800 South Texas Avenue, Su ite 401 Brya n,Texas77802 P 979.268 .2000 I c 979.219.1102 www.OldhamGoodwin.com © 20.14 Oldham Goodwin Group, l.l.C. This ernaii ,md any files transmitted with it are cordldenti<~I and intended solely for the use of the inc!ividth11 or entity to whom they i.'.lrt? addressed. This n1es.si:~ge contains confidential information and is intended only for th+? Jnctivid u~:i! narned. If you are not the named addr+?ssee you should not dis.semini.1tt:~1 distribute or copy this e-mi:1il. Ph?i.1S0 notify the s.ender immedi(1t+.~!y by e .. ~h'~d if you havr::~ r('lceived this e-mail by mistake: and delete this t~-mali frorn your syste1r1. If you are not the intended rcclpient you arc notified that disclosing, copying, distributrng er taking any action in re!iencc on the contents of this inforrnat!on is >tr ictly prohibited. From: medorna k@terracon.com [ma ilto: medorna k@terracon.com] Sent: Tuesday, October 14, 2014 4:33 PM To: ikoite@cstx.gov; medornak@terracon.com; Chris Rhodes; arnoldclint28@gmail.com Subject: New Report(s) for Project Creek Meadows Section 3 Phase 2 (A1141089) IR:eport rfiie ___ --········· fser:vi<:eoatl!-fi=iie Name ···: !General Observation 110/14/2014 iA 1141089.0008.pdf j ..................... -··-····-·-···-······--·····································································································-···-··· .. ···-............ } Please see attached reports. This electronic communication and its attachments are forwarded to you for convenience. If this electronic transmittal contains Design Information or Recommendations and not just general correspondence, Terracon Consultants, Inc., and/or its affiliates ("Terracon") will submit a follow-up hard copy via mail or delivery for 1 your records, and this hard copy will serve as a final record. In the event of conflict between electronic and hard copy documents, the hard copy will govern. The above disclaimer does not apply with respect to documents sent with a digital signature. Please note that any files delivered in electronic medium may not work on systems and software different than those with which they were originally produced. Terracon makes no warranty as to the compatibility of these files with any other system or software. This e-mail and any attachments transmitted with it are the property of Terracon and may contain information that is confidential or otherwise protected from disclosure. The information it contains is intended solely for the use of the one to whom it is addressed, and any other recipient should destroy all copies. Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Private and confidential as detailed here (www.terracon.com/disclaimerJ. If you cannot access hyper/ink, please e-mail sender. 2 Erika Bridges Planning & Development Services 1101 Texas Avenue College Station, TX 77842 ebridges@cstx.gov September 23, 2014 VIA ELECTRONIC MAIL Re: Creek Meadows -Section 3, Phase 2 Letter of Credit Ms. Bridges: The Letter of Credit submitted to your office this afternoon is for remaining infrastructure development related to Creek Meadows Section 3, Phase 2 including street, water, sanitary sewer, and storm sewer infrastructure. Per the attached Engineer's Cost Estimate, the value of outstanding construction is estimated to be $187,695.75. The work is anticipated to be complete by October 22, 2014. Your consideration in this matter is greatly appreciated. Sincerely, Chris Rhodes Vice President Oldham Goodwin Development, LLC Bryan/College Station 2800 South Texos A-, Suite 401 Bryon, Texos I 77802 Phone: 979.268.2000 I Fox: 979.846.7020 Houston 25222 Northwest Freewoy, Sulte 1-185 Cypress, Texos I 77 429 Phone: 281.256.2300 I Fox: 281.213.2095 (4-14 ql~q 14 iq.w ~ Engineer's Cost Estimate CREEK MEADOWS -SECTION 3, PHASE TWO PAVING, DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS ~~....--~~~~....--....---.,...,.-,..--,-,......... ....--....--....--....--....--~....--....--....--~==:=;::;;;:-:-:::~ PAVING IMPROVEMENTS 1 Mobilization, Construction Staking, All Required 1 LS $5,000.00 100% $0.00 Testing by Contractor & Trench Safety 2 SWPP Measures (Rock Rip-Rap, Seeding, Silt Fencing, 1 LS $16,500.00 70% $4,999.50 Construction Entrance, Inlet Protection) 3 Clearing & Grubbing (ROW & All Easements) 1 LS $3,000.00 100% $0.00 4 In-Place Earthwork Excavation (Roadway, Alleys, 979 CY $4.50 100% $0.00 Drainage Channels, Sitework, etc ... ) 5 In-Pace Earthwork Embankment (Roadway, Alleys, 93 CY $4.50 100% $0.00 Sitework, etc .. ) (Excavated On-Site) 6 In-Place Earthwork Embankment Finishing (Topsoil, Landscape 1,015 CY $3.00 0% $3,045.00 Berms & Miscellaneous) (Excavated On-Site) 7 4" Thick Reinforced Concrete Sidewalk (Includes 8,348 SF $4.25 0% $35,479.00 H/C Ramps) 8 6"Raised Concrete Curb & Gutter 330 LF $11 .25 0% $3,712.50 9 24" Laydown Concrete Gutter 2,045 LF $11 .50 0% $23,517.50 10 6" Compacted Lime Stabilized Subgrade 5,055 SY $4.75 100% $0.00 11 6" Compacted Limestone Base (Temp Tum-Around) 693 SY $10.00 0% $6,930.00 12 1" Compacted Hot-mix Asphaltic Concrete (Temp 693 SY $9.00 0% $6,237.00 Tum-Around) 13 6" Compacted Limestone Base (Residential Street) 3,613 SY $11 .00 0% $39,743.00 14 2" Compacted Hot-mix Asphaltic Concrete 3,613 SY $13.00 0% $46,969.00 (Residential Street) 15 Concrete Street Apron 276 SY $50.00 100% $0.00 SUB-TOTAL= $170,632.50 DRAINAGE IMPROVEMENTS 1 Mobilization, Construction Staking, All Required Testing 1 LS $8,000.00 100% $0.00 (Including TV) by Contractor & Trench Safety 2 Modify Existing Juncition Box to Recess Curb Inlet 1 EA $3,500.00 100% $0.00 (5' Opening) 3 Recessed Curb Inlet (10' Opening) 1 EA $4,700.00 100% $0.00 4 Modify Existing Juncition Box to Recess Curb Inlet 2 EA $4,500.00 100% $0.00 (10' Opening) CD1 -260-0531-E07 .xlsx 1of4 Engineer's Cost Estimate 5 Recessed Curb Inlet (15' Opening) 2 EA $5,200.00 100% $0.00 6 Storm Sewer Junction Box 1 EA $2,500.00 100% $0.00 7 Tie into Existing Storm Sewer Junction Box 2 LS $750.00 100% $0.00 8 6:1 SET (30" Pipe) 4 EA $1,500.00 100% $0.00 9 24" RCP (CL 3) Storm Sewer w/Structural Backfill 36 LF $115.00 100% $0.00 10 30" ADS (N-12) Storm Sewer w/Cement Stabilized 237 LF $125.00 100% $0.00 Sand Bedding & Structural Backfill 11 30" RCP (CL 3) Storm Sewer w/Structural Backfill 69 LF $130.00 100% $0.00 12 30" RCP (CL 3) Storm Sewer w/Cement Stabilized 180 LF $150.00 100% $0.00 Bedding & Structural Backfill 13 30" RCP (CL 4) Storm Sewer w/Structural Backfill 40 LF $155.00 100% $0.00 SUB-TOTAL= $0.00 WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 100% $0.00 Contractor & Trench Safety (Water Line) 2 8" PVC Water Line (C900, DR14) -Non Structural 854 LF $19.00 100% $0.00 Backfill 3 8" PVC Water Line (C900, DR14) -Structural 111 LF $31 .00 100% $0.00 Backfill 4 6" PVC Water Line (C900, DR14) -Non Structural 115 LF $18.00 100% $0.00 Backfill 5 4" PVC Water Line (C900, DR14) -Non Structural 250 LF $16.00 100% $0.00 Backfill 6 4" PVC Water Line (C900, DR14) -Structural 134 LF $25.00 100% $0.00 Backfill 7 Road Bore (Dry) w/18" Steel Casing & 8" DIP 75 LF $190.00 100% $0.00 (CL250) Carrier Pipe (Spacers & End Seals) 8 Structural Beddin.g (Cement Stabilized Sand) 40 LF $25.00 100% $0.00 9 Tie into Existing Water Line 2 EA $750.00 100% $0.00 10 Standard Fire Hydrant Assembly 2 EA $3,500.00 100% $0.00 11 12" (MJ) Gate Valve & Box 1 EA $1,600.00 100% $0.00 12 8" (MJ) Gate Valve & Box 8 EA $1,100.00 100% $0.00 .. 13 6" (MJ) Gate Valve & Box 2 EA $800.00 100% $0.00 CD1-260-0531-E07 .xlsx 2 of4 < • Engineer's Cost Estimate 14 4" (MJ) Gate Valve & Box 1 EA $650.00 100% $0.00 15 2" Blow-Off Valve & Riser 2 EA $1 ,100.00 100% $0.00 16 1" In-Line Blow-Off Valve & Riser 1 EA $1 ,500.00 100% $0.00 17 12" x 8" (MJ) Tee 1 EA $1,400.00 100% $0.00 18 8" x 8" (MJ) Cross 1 EA $1,100.00 100% $0.00 19 8" x 8" (MJ) Tee 1 EA $900.00 100% $0.00 20 8" x 6" (MJ) Tee 2 EA $650.00 100% $0.00 21 8" x 4" (MJ) Reducer 1 EA $475.00 100% $0.00 22 8" (MJ) 45 deg Bend 4 EA $650.00 100% $0.00 23 8" (MJ) 22.5 deg Bend EA $550.00 100% $0.00 24 8" (MJ) 11 .25 deg Bend 1 EA $450.00 100% $0.00 25 6" (MJ) 11 .25 deg Bend EA $325.00 100% $0.00 26 4" (MJ) 45 deg Bend 2 EA $350.00 100% $0.00 27 8" (MJ) Plug w/2" Tap 1 EA $450.00 100% $0.00 28 4" (MJ) Plug w/2" Tap 1 EA $225.00 100% $0.00 29 Dual Water Service (Long Side) 4 EA $1,900.00 100% $0.00 30 Dual Water Service (Short Side) 5 EA $950.00 100% $0.00 31 Single Water Service (Long Side) 2 EA $1,400.00 100% $0.00 32 Single Water Service (Short Side) 7 EA $600.00 100% $0.00 SUB-TOTAL= $0.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety & TV Inspection 1 LS $3,000.00 100% $0.00 (Sewer Line) 2 6" PVC Sanitary Sewer (SDR-26, 03034) -Non 443 LF $25.00 100% $0.00 Structural· Backfill 3 6" PVC Sanitary Sewer (SDR-26, 03034) -52 LF $42.00 100% $0 .00 Structural Backfill CD1 -260-0531-E07 .xlsx 3 of 4 4 5 6 7 8 9 10 11 12 , Engineer's Cost Estimate 4' Diameter Standard Manhole w/32" Opening (Ring 1 EA $3,200.00 & Cover) Tie into Existing Sanitary Sewer Line 1 EA $1,000.00 Structural Bedding (Cement Stabilized Sand) 20 LF $23.00 Dual Sanitary Sewer Service (Long Side) 3 EA $1 ,750.00 Dual Sanitary Sewer Service (Long Side) -Connect 4 EA $2,200.00 to Existing Sanitary Sewer Dual Sanitary Sewer Service (Short Side) 3 EA $650.00 Dual Sanitary Sewer Service (Short Side) -Connect 2 EA $1,000.00 to Existing Sanitary Sewer Single Sanitary Sewer Service (Long Side) 1 EA $750.00 Single Sanitary Sewer Service (Short Side) -1 EA $850.00 Connect to Existing Sanitary Sewer SUB-TOTAL= ESTIMATED CONSTRUCTION COST= 10% CONTINGENCY= 100% 100% 100% 100% 100% 100% 100% 100% 100% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $170,632.50 $17,063.25 GRAND TOTAL= $187,695.75 ' RME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 OFF/FAX: (979) 764-0704 E-mail: civil@rmengineer.com Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules, operation and maintenance costs, equipment characteristics and performance, and operating results are based on this office's experience, qualifications and judgment as a design professional. Since RME has no control over weather, cost and availability of labor, material and equipment, labor productivity, construction contractor's procedures and methods, unavoidable delays, construction contractor's methods of detennining prices, economic conditions, competitive bidding or market conditions and other factors affecting such estimates or projections, this office does not guarantee that actual rates, costs, performance, schedules, etc., will not vary from estimates and projections prepared by the Engineer ofrecord. CD 1-260-0531-E07 .xlsx 4 of4 --------------- ' ... w.,. : ~ PROSPERITY BANK® ................ FROM: Creek Meadows Partners, L.P. ISSUER: Prosperity Bank 1298 Arrington Rd, College Station, TX 77845 IRREVOCABLE LETTER OF CREDIT DATE: September 18, 2014 TO BENEFICIARY: City of College Station Attention: Director of Development Services 1101 Texas Avenue College Station, Texas 77840 IRREVOCABLE LETTER OF CREDIT NO.: 1758 ISSUE DA TE: 12:00 Noon Central Standard Time, September 18, 2014 EXPIRATION DATE: 12:00 Noon Central Standard Time, September 18, 2015, or upon the completion and final payment to all contractors, whichever occurs first. LOCATION OF PROJECT: Creek Meadows Subdivision. College Station. TX AMOUNT: ACCOUNT OF: ONE HUNDRED EIGHTY-SEVEN THOUSAND SIX HUNDRED NINETY-FIVE AND 75/100 DOLLARS ($187,695.75) Creek Meadows Partners. L.P., (herein "DEVELOPER") 2800 S. Texas Avenue. Ste 401 Bryan. TX 77802 GENERAL TERMS & CONDITIONS: The Tssuing Bank set out above hereby issues its IRREVOCABLE LETTER OF CREDTT NO. 1758 in favor of the CITY OF COLLEGE STATION, TEXAS, in accordance with CHAPTER 5, V.T.C.A. TEXAS BUSINESS AND COMMERCE CODE as varied by and pursuant to the CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE for the Account of DEVELOPER for an aggregate amount of up to ONE HUNDRED EIGHTY-SEVEN THOUSAND SIX HUNDRED NINETY-FIVE AND 75/100 DOLLARS ($187,695.75). This amount is available by your draft(s) payable at sight when accompanied by the following: 1. Sworn Statement by a duly authorized representative of the City of College Station, Texas, stating that Developer(s) has/have defaulted and failed to complete the performance and construction of the improvements described below in accordance with the UNIFIED DEVELOPMENT ORDINANCE of the CITY OF COLLEGE STATION, Texas, and that the proceeds from this Letter of Credit will either be utilized by the City of College Station, Texas, to complete such construction or will be returned by the City of College Statiou rn the Issuing Bank: Creek Meadows Subdivision Section 3, Phase 2, Paving, Drainage and Utility Improvements. Prepared by: ydiaz 9-18-2014 SPECIAL TERMS & CONDITIONS: I. All banking fees/expenses/charges incurred are for the account of Developer. The City of College Station is not responsible for any charges in connection with a drawing under chis Letter of Credit. This Letter of Credit is issued in conjunction with the development of Developer in the City of College Station, Texas, specifically for the following: To guarantee the payment and performance of the proposed construction improvements in Creek Meadows Subdivision Section 3, Phase 2, a proposed subdivision in the City of College Station, Texas, for a period not to exceed one (I) year from the date hereof. 2. Disbursements pursuant to chis Letter of Credit will never exceed the above-stated amount, less any amount released by the City of College Station, Texas. The amount of credit under this Letter of Credit may be reduced upon approval and acceptance by the City of College Station of completed improvements, which reduction may only be made with the written authorization of the Director of Planning and Development Services of the City of College Station. 3. In accordance with SECTION 5.106 of the TEXAS BUSINESS AND COMMERCE CODE, this Letter of Credit may be modified, upon the execution and delivery to Issuer of a sworn statement giving consent to modification by the Director of Planning a,nd Development Services of the City of College Station. 4. The Issuer of this Letter of Credit has caused this Letter to be signed by the undersigned officer who has attached proof of his authorization to sign, together with attestation by Issuer's authorized attesting officer and sealed with the seal of Issuer. John . Flynn I anking Center President Atto•t<dBy ~ft? ST ATE OF TEXAS * * COUNTY OF BRAZOS * This instrument was acknowledged before me on September 18, 2014, by John A. Flynn, m, Banking Center President, the authorized officer of Prosperity Banlc, Issuer, a Texas Banking Corporation, on behalf of said Banking Corporation and in the capacity stated. e EMILY ROBSON Notary Public. Stitt of Tna My Cotnntillloft.Expirta IMY 12. 2018 Prepared by: ydiaz9-18-2014 DEVELOPMENT PERMIT PERMIT NO. 14-148 CnYoF CoLLEt;EST,,·110N p;.;.,,,;"f d-[)nyf'1pt#(711 Stn.1.·n FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Creek Meadows Sec.3, Ph .2 All Lots DATE OF ISSUE: 7/17/14 OWNER: Creek Meadows Partners, LP (c/o Randy Lowry) 2800 South Texas Ave., Ste. 401 Bryan , TX 77802 SITE ADDRESS: 4100 Shady Brook Pass DRAINAGE BASIN: Peach Creek VALID FOR 24 MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: Full Development Permit CONDITIONS: 1. No work beyond limits covered in permit is authorized. 2. The permit may be revoked if any false statements are made herein. If revoked, all work must cease until permit is re- issued . 3. The permit will expire if no significant work is progressing within 24 months of issuance. 4. Other permits may have been required to fulfill local, state and federal requirements. Construction will be in compliance with all necessary State and Federal Permits. 5. Stormwater mitigation, including detention ponds will be constructed first in the construction sequence of the project. 6. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that all debris from construction , erosion , and sedimentation shall not be deposited in city streets, or existing drainage facilities. Construction Site Notice or Notice of Intent (NOi) along with Stormwater Pollution Prevention Plan (SWP3) will be kept and maintained on-site during construction as per TPDES permitting requirements. If it is determined that the prescribed erosion control measures are ineffective to retain all sediment on-site, it is the Contractor's responsibility to implement measures that will meet City, State, and Federal requirements. 7. All disturbed areas will be re-vegetated prior to Letter of Completion or Certificate of Occupancy. 8. All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with the Landscaping and Tree Protection Section of the City's Unified Development Ordinance, prior to any operations of this permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and required to remain is strictly prohibited. The disposal of any waste material such as, but not limited to, paint, oil, solvents, asphalt, concrete, mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also prohibited. 9. All construction shall be in accordance with the stamped approved plans and specifications for the above-named project and all of the codes and ordinances of the City of College Station, as well as State and Federal Regulations that apply. Only those deviations from BCS Unified Design Guidelines, Specifications and Details specifically requested and approved will be allowed. 10. Special Conditions: I, Wa.. ll"Ll£ 5 . Ph; l Lp s JZ ~) , the Contractor, hereby agree to comply with all conditions herein . tJ~~&Jil-~ (D({~+t) Contractor Sign~ ::J Date Phone number J,,u5fyp k; l I·\?> )J f) y~k.oo. lo~ I hereby grant this permit for development. Contact \~ ~. TIJ-laf)J / , the Public Works Inspector assigned to this project 24 hours prior to beginning construction for scheduling required Inspections. ~.~· w City Enginee~ Date' 1 Erika Bridges From: Sent: Rabon Metcalf <rabon@ rmengineer.com> Monday, July 21, 2014 11:11 AM To: Erika Bridges Subject: RE: Creek Meadows, SSP3 -College Station, TX: Sewer Service Understood. Rabon A. Metcalf, P.E., C.F.M. r 3800 SH No. 6, Suite 108G <77845> P.O. Box 9253 College Station, TX 77842 Off: (979) 764-0704 Fax: (979) 764-0704 The information transmitted, by RME Consulting Engineers (RME}, for the above referenced project is considered by RME to be confidential. This material is intended ONLY for the use of the recipient named above ond permission is not granted to the recipient for distribution of these documents in any form or fashion. The recipient understands and agrees to RME that upon release of th ese documents is no longer responsible for their use or modification. The user and recipient of the documents accept full responsibility and liobility for any consequences arising out of the use of these documents. From: Erika Bridges [mailto:ebridges@cstx.gov] Sent: Monday, July 21, 2014 11:08 AM To: rabon@rmengineer.com Subject: RE: Creek Meadows, SSP3 -College Station, TX: Sewer Service Rabon, Following up on this earlier discussion, I was talking with the Building Dept . and they would like to see the recommended finished floor elevations labeled and noted on the final plat. The note should state the purpose of the recommended finished floors (since they are not in the FP requiring elevation certificates). Also, the note should mention that the lots need to be graded per the approved grading plan. That way builders, developer, etc. will be aware that there's a grading plan that they need to be following since the site contractor is not completing the specific lot grading. Please let me know if you have any questions. Thanks, Erika From: Erika Bridges Sent: Wednesday, June 25, 2014 9:00 AM To: 'Rabon Metcalf' Cc: 'Chris Rhodes' Subject: RE: Creek Meadows, SSP3 -College Station, TX: Sewer Service 1 Rabon, Yes, please specify it on the plat, as well. When the Building Dept. is reviewing a builder's plans, they only check the plat for finished floor ele va tions or other specific notes. I'm not sure if the builders would ever see the proposed finished floor on the construction plans unless you're giving them a copy of the grading plan. Thanks, Erika ------------- From: Rabon Metcalf [mailto:rabon@rmengineer.com] Sent: Wednesday, June 25, 2014 8:31 AM To: Erika Bridges Cc: 'Chris Rhodes' Subject: Creek Meadows, SSP3 -College Station, TX: Sewer Service Erika: -----·-------- I have three (3) lots on this phase that sewering will be somewhat critical. The flowline of the storm pretty much matches the flowline of the sanitary sewer and therefore I'm having to put the services over the top of the storm sewer. I can achieve the requirements (1.04% minimum service slope) per the B/CS Design Guidelines by building up the footprints about 9" to 12". I have these minimum FFE shown on my Construction Drawings ... should these also be specified on the Final Plat? Thanks, Rabon A. Metcalf, P.E., C.F.M. , 3800 SH No. 6, Suite 108G <77845> P.O. Box 9253 College Station, TX 77842 Off: (979) 764-0704 Fax: (979) 764-0704 City of College Station Home of Texas A&M University® 2 Drainage Study FOR CREEK MEADOWS SUBDIVISION Section 3, Phase Two College Station Brazos County, Texas June 9, 2014 Prepared For: Creek Meadow Partners, L.P. c/o Oldham Goodwin Group, LLC 2800 South Texas Avenue, Suite 401 Bryan, TX 77802 Prepared By: RME Consulting Engineers Texas Firm Registration No. F-4695 P.O. Box 9253 College Station, TX 77845 RME No. 260-0531 Creek Meadows -Section 3, Phase Two Drainage Study TABLE#4 STREET DRAINAGE SUMMARY RME Consulting Engineers June 9, 2014 10-YK 100-YR JO-YR 100-YR Gutter Flow Flow 10-YR 100-YR RunoffQ RunoffQ Slope Depth Depth Velocity Velocity Location (cfs) (cli;) (ft/ft) (ft) (ft) (fus) (fus) Shady Brook Pass -C.l. "E12" 6.554 8.834 0.006 0.34 0.38 2.24 Shady Brook Pass -C.I . "El3" (see note #4) 2.683 3.617 0.006 0.24 0.27 1.80 Shady Brook Pass -C.l. "E14" (see note #5) 6.537 8.849 0.0075 0.32 0.36 2.44 Shady Brook Pass -C.l. "E15" 1.628 2.194 0.006 0.20 0.22 1.58 Shady Brook Ln -C.l. "El6" (see note #6) 1.965 2.648 0.006 0.21 0.24 1.66 Shady Brook Ln -C.I. "E 17" (see note #6) 4.940 6.669 0.006 0.30 0.34 2.09 Street Drainage Notes: l. Design calculations are with a n=0.018 and z=33.3 (cross-slope of3.00%); 2. Runoff rates illustrated are from the Winstorm program. These Q's are the total runoff values being conveyed in the gutter immediately upstream of the identified inlet. For curb inlets at grade, the total runoff is input in lieu of that inlet's intercept capacity; 3. The maximum allowable depth, during the design storm (excluding "El4" & "EIS"= O.SO'), for all other streets it is 0.42'. The maximum allowable depth, during the 100-year event (excluding "El4" & "EIS"= 0.62'), for all right-of-ways is O.S4'; 4. Drainage Area "E 13" is split by SO% of flow to simulate flow from both direction of the cul-de-sac bulb; S. Drainage Area "El4" is reduced by 33% of flow to simulate the majority of flow coming from the intersection with Shady Brook Ln; 6. Drainage Area "El 6" & "E 17" are split by SO% of flow to simulate flow from both directions of the street; 4.2 Storm Drain Inlets SYSTEM CRITERIA: 1. All curb inlets within this project are specified as recessed curb inlets with gutter depressions. Curb inlets that are located on streets with less than a 1 % longitudinal slope shall be analyzed as curb inlets at sumps; 2. At any developments scenario and analyzed rainfall event, up to the 100-year frequency, the ponding depth at the inlet shall not exceed 24"; METHODOLGY & CONCLUSIONS: The hydraulic analysis, for curb inlet sizing, and corresponding results were determined by using the following equation from the USDG, Table C-8 of Appendix C. Corresponding flows for the studied locations were extracted from the WINSTORM hydraulic program, for stormwater modeling. This TxDOT program's typical use is for modeling gravity stormwater systems. The Winstorm data is summarized, for each system, under the Winstorm -Hydraulic Computations (reference "Attachment-Section 4.0" portion of the report). Required Curb Length (on grade), L =Kc Q0·42s0.J(l + (nSe))o.6 where, L =calculated curb length requirement (ft); Se= Substitution for Sx which is the cross slope of the road (ft/ft); Kc= 0.6 (coefficient); 260-0S31 Drainage Report-S3P2.docx Page -8 2.42 1.93 2.63 1.71 1.79 2.25 Creek Meadows -Section 3, Phase Two Drainage Study RME Consulting Engineers June 9, 2014 S = street or gutter slope (ft/ft); a= gutter depression depth (ft); W =width of gutter depression (ft); Eo = ratio of frontal flow to total gutter flow (estimated at 0.50); Required Curb Length (at sag), L =QI (3.0*y1.s) where, L =calculated curb length requirement (ft); Q = gutter discharge (cubic feet per second); y =total depth of water or head on the inlet (ft); Curb inlet sizing, for the both the design storm and 100-year rainfall event, are summarized below in Table #5 -"Curb Inlet Summary". TABLE#5 CURB INLET SUMMARY 10-YR 100-YK 10-YR 100-YR Gutter Required Required Provided Curb Inlet RunoffQ RunoffQ Slope Length Length Length Location -Curb Inlet l.D. Type (cfs) (cfs) (ft/ft) (ft) (ft) (ft) Shady Brook Pass -C.I. "EI2" Sag 6.554 8.834 0.006 6.87 9.25 10 Shady Brook Pass -C.I. "E13" Sag 5.366 7.234 0.006 5.62 7.58 IO Shady Brook Pass -C.I. "El4" Sag 9.756 13.208 0.006 10.22 13.84 15 Shady Brook Pass -C.I. "El 5" Sag 1.628 2.194 0.006 1.71 2.30 5 Shady Brook Lane -C.I. "El6" Sag 3.929 5.296 0.006 4.12 5.55 10 Shady Brook Lane -C.I . "El 7" Sag 9.880 13.337 0.006 IU.35 13.97 15 Curb Inlet Notes: I. Design calculations are with a standard gutter depression depth (a) of0.33' and standard depression width (W) of2'; 2. Design calculations are with a n=0.018 and a standard cross-sectional slope of3.0% (0.03 ft/ft); 3. Curb inlets analyzed at sags will utilize the depth (y) of6" unless otherwise noted; 4. Curb inlets at grade were allowed to be undersized so long as the downstream gutter section and ultimate receiving sag inlet could accommodate conveyed flows; 5. Inlets at sags where reduced by 10% (opening) to account for clogging; 4.3 Storm Drain Conduits SYSTEM CRITERIA: 1. Storm drainage systems are designed to convey the design storm and analyzed during the 100-year rainfall event. An gravity over-flow route, contained within the right-of- way or public drainage easement, has been provided so that conduits that are unable to convey the 100-year storm can "spill" over into these over-flow systems so that situations that are hazardous to life, property, or public infrastructure is prevented; 2. For the design storm the minimum flow velocity in a conveyance element shall not be less than 2.5 fps and not greater than 15.0 fps; 3. Roughness coefficients for storm sewer pipes were assigned at 0.012 for smooth-lined High Density Poly-Ethylene (HDPE) pipe and 0.013 for RCP; 4. Junction boxes were provided at all changes in conduit size and grade or alignment changes. Where junction box spacing exceeded 300 feet for 54" diameter pipe, or smaller, and 500' for pipes exceeding 54" in diameter, additional manhole holes were provided to maintain the desired spacing; 260-0531 Drainage Report-S3P2.docx Page -9 Creek Meadows -Section 3, Phase Two Drainage Study RME Consulting Engineers June 9, 2014 5. Storm sewer conduits with a diameter of 18" through 24" were hydraulically analyzed with a 25% reduction in cross-sectional area to compensate for potential partial blockage. Therefore 18" sized pipes were input as 1.30' diameter pipe and 24" sized pipes were inputted as a 1. 73 ' diameter pipe; 6. Conveyance elements were sized so that the design storm's hydraulic grade line would equal to or less than 12" below the respective curb inlet curb elevation; 7. Free-open area of all grate inlets were reduced by 25% to compensate for cloggage; TAIL WATER CONSIDERATIONS: Tailwater for the storm drainage system was set at a free-discharge condition equal to the outlet pipe so:ffit elevation unless the downstream receiving system's tailwater surcharged the pipe. In this case, since the size ratio of the primary system (drainage area of upstream Detention Ponds 1-4 at ultimate development conditions) and Storm Sewer System "E" are less than a ratio of 10: 1, the design storm and analyzed storm were set to that of the equal water surface elevation of the unnamed tributary immediately downstream of Pond 4. Therefore the design storm, IO-year event, had a TW=297.91 ', and the analyzed storm, 100-year event, had a TW=298.45' for both systems. METHODOLGY & CONCLUSIONS: The hydraulic analysis, for storm drain conduits, and corresponding results were determined by using the WINSTORM hydraulic program, for stormwater modeling. This TxDOT program's typical use is for modeling gravity stormwater systems. The Winstorm data is summarized, for each system, under the Winstorm -Hydraulic Computations (reference "Attachment -Section 4.0" portion of the report). Also, for graphical illustration purposes the hydraulic grade line (HGL), for the IO-year and IOO- year, are identified on ST-01 thru ST-02 Street & Drainage Plan/Profile of the construction drawings (see "Attachment -Section 4.0" portion of the report). Storm drain conveyance elements and system, for the design storm (10-year rainfall event) and analyzed storm (100-year rainfall event), are summarized below in Table #6 - "Storm Drainage Summary". As illustrated the HGL of this system is contained within the storm sewer pipe completely during both studied rainfall events (with exception noted on Comment #3 -Table #6). 260-0531 Drainage Report-S3P2.docx Page -10 Creek Meadows -Section 3, Phase Two Drainage Study TABLE#3 STORM DRAINAGE SUMMARY Pipe Size US Node DS Node Diameter Velocity Capacity RunoffQ USHGL ID ID (in) (fus) (cfs) (cfs) (ft) SYSTEM "E" -10 YR RAINFALL E-1 E-2 24 5.15 17.46 8.02 305.12 E-2 E-3 24 5.72 17.46 10.06 304.90 E-3 E-4 24 4.26 21.90 12.55 304.46 E-4 E-5 24 6.27 17.76 19.20 301.95 E-5 E-6 36 6.31 51.02 22.09 300.26 E-6 J-1 36 3.44 81.61 24.30 300.00 J-1 E-15 48 4.71 98.29 59.24 299.48 E-15 E-12 48 5.48 95.65 68.80 299.15 E-12 E-13 48 6.70 98.38 84.25 298.94 E-13 0-lE 48 6.92 96.75 86.92 298.10 E-7 E-8 36 5.69 47.45 13.00 303.70 E-8 J-3 30 6.71 32.90 16.32 302.44 J-3 E-9 30 3.40 35.88 16.31 300.83 E-10 E-9 24 3.06 20.02 9.35 300.09 E-9 J-4 30 6.73 32.93 33.03 300.08 E-11 J-4 24 1.00 17.18 3.14 299.60 J-4 J-1 36 4.99 45.71 35.28 299.59 E-14 E-15 24 3.11 22.80 9.76 299.22 J-2 E-12 30 2.74 24.73 13.43 299.01 E-16 J-2 30 2.74 19.80 13.43 299.23 E-17 E-16 30 2.01 20.41 9.88 299.26 SYSTEM "E" -100 YR RAINFALL E-1 E-2 24 5.37 17.46 10.86 305.31 E-2 E-3 24 5.87 17.46 13.63 305.14 E-3 E-4 24 5.41 21.90 17.01 304.86 E-4 E-5 24 8.30 17.76 26.07 302.38 E-5 E-6 36 4.25 51.02 30.03 301.82 E-6 J-1 36 4.67 81.61 33.04 301.69 J-1 E-15 48 6.42 98.29 80.63 301.36 E-15 E-12 48 7.46 95.65 93.75 300.76 E-12 E-13 48 9.14 98.38 114.82 300.36 E-13 0-lE 48 9.44 96.75 118.58 298.80 E-7 E-8 36 4.16 47.45 17.60 303.99 E-8 J-3 30 4.50 32.90 22.10 303.93 J-3 E-9 30 4.50 35.88 22.10 303.28 E-10 E-9 24 4.02 20.02 12.63 302.66 E-9 J-4 30 9.15 32.93 44.91 302.55 E-11 J-4 24 l.35 17.18 4.24 301.60 J-4 J-1 36 6.79 45.71 48.00 301.68 E-14 E-15 24 4.20 22.80 13.21 300.88 J-2 E-12 30 3.70 24.73 18.14 300.50 E-16 J-2 30 3.70 19.80 18.14 300.89 E-17 E-16 30 2.72 20.41 13.34 300.93 Storm Drainage System Notes: RME Consulting Engineers June 9, 2014 US Top of Curb Di ff Elev. (ft) (ft) 307.36 -2.24 307.61 -2.71 307.61 -3.15 304.28 -2.33 304.28 -4.02 304.00 -4.00 303.08 -3.60 301.62 -2.47 301.48 -2.54 299.50 -1.40 306.93 -3.23 306.93 -4.49 304.28 -3.45 302.23 -2.14 302.23 -2.15 302.45 -2.85 302.69 -3.10 301.62 -2.40 301.55 -2.54 300.28 -1.05 300.28 -1.02 307.36 -2.05 307.61 -2.47 307.61 -2.75 304.28 -1.90 304.28 -2.46 304.00 -2.31 303.08 -1.72 301.62 -0.86 301.48 -1.12 299.50 -0.70 306.93 -2.94 306.93 -3.00 304.28 -1.00 302.23 0.43 302.23 0.32 302.45 -0.85 302.69 -1.0l 301.62 -0.74 301.55 -1.05 300.28 0.61 300.28 0.65 1. All storm sewer system outfalls are specified with velocity dissipaters at the headwall; 2. Pipe 11 is existing and oversized; 3. The allowable ponding depth at Curb Inlet E-9 & E-10, within the right-of-way of Running Brook Court, is ---0.65 ' which is greater than the 100-year ponding depth required (0.43 '); 260-0531 Drainage Report-S3P2.docx Page -11 Creek Meadows -Section 3, Phase Two Drainage Study RME Consulting Engineers June 9, 2014 4. The allowable ponding depth at Curb Inlet E-16 & E-17, within the right-of-way of Shady Brook Lane, is -0.65' which is equal to the 100-year ponding depth required (0.65'); 5. The hydraulic analysis is a conservative model since DA E-7 & E-8 do not currently drain into Storm Sewer System "E". This would be a reduction of 17.252 cfs (10-yr) and 23.331 cfs (100- yr) for the total system flows ; 4.4 Culverts SYSTEM CRITERIA: 1. Drainage culverts shall be designed to convey the 25-year storm and analyzed during the 100-year rainfall event; 2. For the design storm, the discharge velocity shall not exceed 6.0 fps; 3. Roughness coefficients for storm sewer pipes were assigned at 0.012 for smooth-lined High Density Poly-Ethylene (HDPE) pipe and 0.013 for RCP; TAILWATER CONSIDERATIONS: Tailwater for the drainage culverts were determined by calculating the water surface elevation of the open-channel immediately downstream of the structure using the Normal Depth equation. METHODOLGY & CONCLUSIONS: The hydraulic analysis, for drainage culverts, and corresponding results, were determined by using the HY-8 (developed by the Federal Highway Adminstration) hydraulic program for storm water modeling. This TxDOT program's typical use is for modeling gravity drainage culverts. The HY-8 data is summarized, for each culvert, under the HY-8 -Hydraulic Computations (reference "Attachment -Section 4.0" portion of the report). Drainage culverts are summarized below in Table #7 -"Culvert Summary". Since the outlet velocity exceeds 6.0 fps (in most cases) rock rip-rap will be placed at the outfall. TABLE#7 CULVERT SUMMARY Rainfall Pipe Size Lowest Event Diameter Velocity RunoffQ HWElev. PvmtElev. Free board (yr) (in) (fos) (cfs) (ft) (ft) (ft) CULVERT Cl 2 2-30 5.88 31.1 299.95 302.05 2.10 5 2-30 6.38 38.5 300.27 302.05 1.78 10 2-30 6.58 43.6 300.38 302.05 1.67 25 2-30 7.03 49.9 300.68 302.05 1.37 50 2-30 7.43 56.7 300.96 302.05 1.09 100 2-30 7.62 59.l 301.09 302.05 0.96 260-0531 Drainage Report-S3P2.docx Page-12 WinStorm (STORM DRAIN DESIGN) PROJECT NAME : 260 JOB NUMBER 0438 stmOutput.txt Version 3.05, Jan. 25, 2002 Run @ 7/3/2014 8:07:44 PM PROJECT DESCRIPTION : Section 3, Phase One -System "E" DESIGN FREQUENCY ANALYSYS FREQUENCY MEASUREMENT UNITS: 10 Years 100 Years ENGLISH OUTPUT FOR DESIGN FREQUENCY of: 10 Years =========================================== Runoff Computation for Design Frequency. ============================================================================= ID C Value E-1 0.45 E-2 0.755 0.96 0.55 E-3 0.755 0.96 0.55 E-4 0.55 0.55 E-5 0.55 0.55 E-6 0.5 E-7 0.35 E-8 0.769 0.96 0.35 E-9 0.55 0.55 E-10 0.55 0.55 E-11 0.65 E-12 0.55 E-13 0.55 0.55 E-14 0.5 E-15 0.65 E-16 0.65 E-17 0.55 Area Tc Tc Used (min) (acre) (min) 2.56 16.00 16.00 0.40 12.00 12.00 0.20 Pavement 0.20 Single family 0.49 12.00 12.00 0.24 Pavement 0.24 Single family 1. 90 16.00 16.00 1. 90 Single family 0.80 11. 50 11. 50 0.80 Single family 0.70 10.00 10.00 5.33 16.00 16.00 0.64 10.00 10.00 0.44 Pavement 0.20 Undeveloped 2.60 12.00 12.00 2.60 Single family 2.13 12.00 12.00 2.13 Single family 0.56 10.00 10.00 1. 38 10.00 10.00 1.13 10.00 10.00 1.13 Single family 2.80 16.00 16.00 0.29 10.00 10.00 0.70 10.00 10.00 2.25 12.00 12.00 Intensity (in/hr) 6.97 7.98 7.98 6.97 8.14 8.63 6.97 8.63 7.98 7.98 8.63 8.63 8.63 6.97 8.63 8.63 7.98 Supply Q (cfs) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total Q (cfs) 8.019 2.399 2.948 7.271 3.593 3.013 13.000 4.252 11.417 9.353 3.143 6.554 5.366 9.756 1. 628 3.929 9.880 ----------------------------------------------------------------------------- Page 1 stmOutput.txt Sag Inlets Configuration Data. ================================================================================== Inlet Inlet Length/ Grate ID Type Perim. Area E-1 E-2 E-3 E-4 E-5 E-6 E-9 E-10 E-11 E-12 E-13 E-15 E-16 E-17 E-14 (ft) (sf) Grate 12.30 Curb 10.00 Curb 10.00 Curb 15.00 Curb 5.00 Curb 5.00 Curb 10.00 Curb 10.00 Curb 5.00 Curb 10.00 Curb 15.00 Curb 5.00 Curb 10.00 Curb 10.00 Curb 10.00 9.00 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Sag Inlets Computation Data. Left-Slope Long Trans (%) (%) 1.00 3.00 0.60 3.00 0.50 3.00 0.60 3.00 0.60 3.00 0.50 3.00 0.75 3.00 0.75 3.00 0.75 3.00 0.60 3.00 0.60 3.00 0.60 3.00 0.60 3.00 0.60 3.00 0.60 3.00 Right-Slope Long Trans Gutter n DeprW (ft) ( % ) ( % ) 0.50 0.50 0.60 0.60 0.60 1. 05 0.75 0.75 1. 00 0.60 0.60 0.60 0.60 0.60 0.60 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.018 3.00 0.018 3.00 0.018 3.00 0.014 3.00 0.014 3.00 0.018 3.00 0.018 3.00 0.018 3.00 0.018 n/a 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 Depth Allowed (ft) 0.50 0.50 0.50 0.50 0.50 0.50 0.39 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Critic Elev. (ft) 307.36 307.61 307.61 304.28 304.28 304.00 302.23 302.23 302.45 301. 48 299.44 301.62 300.28 300.28 301.62 ================================================================================ Inlet Inlet ID Type E-1 E-2 E-3 E-4 E-5 E-6 E-9 E-10 E-11 E-12 E-13 E-15 E-16 E-17 E-14 Grate Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Length Grate Perim Area (ft) (ft) (sf) n/a 12.30 9.00 10.00 n/a n/a 10.00 n/a n/a 15.00 n/a n/a 5.00 n/a n/a 5.00 n/a n/a 10.00 n/a n/a 10.00 n/a n/a 5.00 n/a n/a 10.00 n/a n/a 15.00 n/a n/a 5.00 n/a n/a 10.00 n/a n/a 10.00 n/a n/a 10.00 n/a n/a Total Q Inlet Capacity (cfs) (cfs) 8.019 2.399 2.948 7.271 3.593 3.013 11.417 9.353 3.143 6.554 5.366 1. 628 3.929 9.880 9.756 12.082 10.327 10.327 14.393 6.261 6.261 7.114 10.327 6.261 10.327 14.393 6.261 10.327 10.327 10.327 Total Head (ft) 0.355 0.189 0.217 0.317 0.345 0.307 0.535 0.468 0.316 0.369 0.259 0.204 0.263 0.485 0.481 Ponded Width Left Right (ft) (ft) 8.95 8.13 7.00 6.73 9.10 7.05 9.15 12.79 7.30 9.13 8.47 5.97 8.30 11. 70 11. 67 10.20 6.50 8.77 11. 33 4.00 7.97 13.79 8.50 6.93 9.13 8.47 5.97 8.30 11. 70 11. 67 -------------------------------------------------------------------------------- Cumulative Junction Discharge Computations ================================================================================= Node I.D. Node Type Weighted C-Value Curnulat. Curnulat. Intens. Dr.Area Tc Page 2 User Supply Q Additional Q in Node Total Disch. stmOutput.txt (acres) (min) (in/hr) cfs) (cfs) (cfs) --------------------------------------------------------------------------------- E-1 Grate 0.450 2.56 16.00 6.97 0.000 0.00 8.019 E-2 Curb 0.491 2.96 16.16 6.93 0.000 0.00 10.063 E-3 Curb 0.529 3.44 16.35 6.89 0.000 0.00 12.548 E-4 Curb 0.536 5.34 17.28 6. 70 0.000 0.00 19.196 E-5 Curb 0.538 6.14 17.38 6.68 0.000 0.00 22.093 E-6 Curb 0.534 6.84 17.55 6.65 0.000 0.00 24.298 J-1 Jn ct Bx 0.496 18.10 17.82 6.60 0.000 0.00 59.243 J-2 JnctBx 0.574 2.95 12.16 7.94 0.000 0.00 13.431 E-7 JnctBx 0.350 5.33 16.00 6.97 0.000 0.00 13.000 E-8 JnctBx 0.395 5.97 16.24 6.92 0.000 0.00 16.308 E-9 Curb 0.463 10.70 17.49 6.66 0.000 0.00 33.035 E-10 Curb 0.550 2.13 12.00 7.98 0.000 0.00 9.353 E-11 Curb 0.650 0.56 10.00 8.63 0.000 0.00 3.143 E-12 Curb 0.510 25.52 18.50 6.47 0.000 0.00 84.247 E-13 Curb 0.512 26.65 19.05 6.37 0.000 0.00 86.920 JB 3 JnctBx 0.395 5.97 16.24 6.92 0.000 0.00 16.308 JB 4 JnctBx 0.473 11.26 17.67 6.63 0.000 0.00 35.276 E-15 Curb 0.499 21.19 18.28 6.51 0.000 0.00 68.805 E-16 Curb 0.574 2.95 12.16 7.94 0.000 0.00 13.431 E-17 Curb 0.550 2.25 12.00 7.98 0.000 0.00 9.880 E-14 Curb 0.500 2.80 16.00 6.97 0.000 0.00 9.756 0-lE Outlt 0.512 26.65 19.05 6.37 0.000 0.00 86.920 --------------------------------------------------------------------------------- Conveyance Configuration Data ================================================================================== Run# Node I. D. Flow line Elev. us OS us OS Shape # Span Rise Length Slope n value -(ft) (ft) (ft) (ft) (ft) ( % ) ---------------------------------------------------------------------------------- 1 E-1 E-2 304.17 303.91 Circ 1 0.00 2.00 51.22 0.51 0.012 2 E-2 E-3 303.81 303.47 Circ 1 0.00 2.00 67.00 0.51 0.012 3 E-3 E-4 303.37 300.17 Circ 1 0.00 2.00 401.02 0.80 0.012 4 E-4 E-5 300.07 299.88 Circ 1 0.00 2.00 36.17 0.53 0.012 5 E-5 E-6 298.88 298.51 Circ 1 0.00 3.00 74.22 0.50 0.012 6 E-6 J-1 298.41 296.40 Circ 1 0.00 3.00 157.63 1. 28 0.012 7 J-1 E-15 295.40 294.50 Circ 1 0.00 4.00 225.66 0.40 0.012 8 E-15 E-12 294.40 293.99 Circ 1 0.00 4.00 108.56 0.38 0.012 9 E-12 E-13 293.89 292.74 Circ 1 0.00 4.00 287.82 0.40 0.012 10 E-13 0-lE 292.64 292.41 Circ 1 0.00 4.00 59.52 0.39 0.012 11 E-7 E-8 302.62 302.20 Circ 1 0.00 3.00 83.00 0.51 0.013 12 E-8 JB 3 301.20 299.75 Circ 1 0.00 2.50 225.38 0.64 0.013 13 JB 3 E-9 299.65 297.72 Circ 1 0.00 2.50 296.12 0.65 0.012 14 E-10 E-9 298.48 298.21 Circ 1 0.00 2.00 34.50 0.78 0.013 15 E-9 JB 4 297.62 297.10 Circ 1 0.00 2.50 80.69 0.64 0.013 16 E-11 JB 4 297.88 297.60 Circ 1 0.00 2.00 57.01 0.49 0.012 17 JB 4 J-1 296.60 296.40 Circ 1 0.00 3.00 50.00 0.40 0.012 18 E-14 E-15 296.86 296.50 Circ 1 0.00 2.00 35.44 1. 02 0.013 Page 3 19 20 21 J-2 E-16 E-17 E-12 J-2 E-16 295.64 296.21 296.41 stmOutput.txt 295.39 295.74 296.31 Circ 1 Circ 1 Circ 1 0.00 0.00 0.00 2.50 2.50 2.50 Conveyance Hydraulic Computations. Tailwater = 297.910 (ft) 68.81 236.71 40.41 0.36 0.20 0.25 0.013 0.012 0.013 ================================================================================== Hydraulic Gradeline Depth Run# US Elev OS Elev Fr.Slope Unif. Actual l* 2* 3* 4 5* 6* 7* 8 9 10 11* 12* 13* 14* 15 16* 17 18* 19 20 21 (ft) (ft) (%) (ft) (ft) 305.12 304.90 304.46 301.95 300.26 300.00 299.48 299.15 298.94 298.10 303.70 302.44 300.83 300 .09 300.08 299.60 299.59 299.22 299.01 299.23 299.25 304.90 304.56 301. 95 301. 4 6 300.00 299.48 299 .15 298.94 298 .10 297.91 303.28 300.99 300.08 300.08 299.59 299.59 299.48 299.15 298.94 299.01 299.23 0.107 0.169 0.262 0.613 0.093 0.113 0.145 0.195 0.293 0.312 0.038 0.158 0.135 0.171 0.648 0.016 0.238 0.186 0.107 0.091 0.058 0.95 1. 09 1. 09 1. 88 1. 38 1.12 2 .25 2.50 2.88 2. 94 1. 08 1. 24 1.18 0.96 2.07 0.58 1. 97 0.91 1. 31 1. 52 1. 23 0.99 1. 09 1. 77 1. 88 1. 49 3.00 4.00 4.00 4.00 4.00 1. 08 1. 24 2.36 1. 87 2.49 1. 99 3.00 2.00 2.50 2.50 2.50 Velocity Unif. Actual (f/s) (f/s) 5.43 5.72 7.20 6.27 6.94 10.07 8 .14 8.33 8.71 8.79 5.69 6.71 7 .14 6 .27 7.60 4.18 7.17 6.97 5.16 4.29 4.11 5.15 5.72 4.26 6.27 6.31 3.44 4.71 5.48 6.70 6.92 5.69 6.71 3.40 3.06 6.73 1. 00 4.99 3.11 2 .74 2.74 2.01 Q (cfs) 8.02 10.06 12.55 19.20 22.09 24.30 59.24 68.80 84.25 86.92 13.00 16.31 16.31 9.35 33.03 3.14 35.28 9.76 13.43 13.43 9.88 Cap (cfs) 17. 46 17. 46 21. 90 17.76 51. 02 81. 61 98.29 95.65 98.38 96.75 47.45 32.90 35.88 20.02 32.93 17.18 45.71 22.80 24.73 19.80 20.41 June Loss (ft) 0 .000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ================================================================================== OUTPUT FOR ANALYSYS FREQUENCY of: 100 Years ============================================= Runoff Computation for Analysis Frequency. ============================================================================= ID C Value Area Tc (acre) (min) Tc Used (min) Intensity (in/hr) Supply Q (cfs) Total Q (cfs) ----------------------------------------------------------------------------- E-1 0.45 2.56 16.00 16.00 9.43 0.000 10.856 E-2 0.755 0. 40 12 .00 12 .00 10.78 0.000 3 .239 0.96 0.20 Pavement 0.55 0.20 Single family E-3 0.755 0.49 12.00 12 .00 10.78 0.000 3.979 Page 4 stmOutput.txt 0.96 0.24 Pavement 0.55 0.24 Single family E-4 0.55 1. 90 16.00 16.00 9.43 0.000 9.843 0.55 1. 90 Single family E-5 0.55 0.80 11. 50 11. 50 10.98 0.000 4.849 0.55 0.80 Single family E-6 0.5 0.70 10.00 10.00 11.64 0.000 4.062 E-7 0.35 5.33 16.00 16.00 9.43 0.000 17.600 E-8 0.769 0.64 10.00 10.00 11. 64 0.000 5.731 0.96 0.44 Pavement 0.35 0.20 Undeveloped E-9 0.55 2.60 12.00 12.00 10.78 0.000 15.412 0.55 2.60 Single family E-10 0.55 2.13 12.00 12.00 10.78 0.000 12.626 0.55 2.13 Single family E-11 0.65 0.56 10.00 10.00 11. 64 0.000 4.237 E-12 0.55 1. 38 10.00 10.00 11. 64 0.000 8.834 E-13 0.55 1.13 10.00 10.00 11. 64 0.000 7.234 0.55 1.13 Single family E-14 0.5 2.80 16.00 16.00 9.43 0.000 13.208 E-15 0.65 0.29 10.00 10.00 11. 64 0.000 2.194 E-16 0.65 0.70 10.00 10.00 11. 64 0.000 5.296 E-17 0.55 2.25 12.00 12.00 10.78 0.000 13.337 ----------------------------------------------------------------------------- Sag Inlets Configuration Data. ================================================================================== Inlet Inlet Length/ Grate Left-Slope Right-Slope Gutter Depth Critic ID Type Pe rim. Area Long Trans Long Trans n DeprW Allowed Elev. (ft) (sf) ( % ) (%) ( % ) (%) (ft) (ft) (ft) ---------------------------------------------------------------------------------- E-1 Grate 12.30 9.00 1. 00 3.00 0.50 3.00 0.014 n/a 0.50 307.36 E-2 Curb 10.00 n/a 0.60 3.00 0.50 3.00 0.014 1. 50 0.50 307.61 E-3 Curb 10.00 n/a 0.50 3.00 0.60 3.00 0.014 1. 50 0.50 307.61 E-4 Curb 15.00 n/a 0.60 3.00 0.60 3.00 0.014 1. 50 0.50 304.28 E-5 Curb 5.00 n/a 0.60 3.00 0.60 3.00 0.014 1. 50 0.50 304.28 E-6 Curb 5.00 n/a 0.50 3.00 1. 05 3.00 0.014 1. 50 0.50 304.00 E-9 Curb 10.00 n/a 0.75 3.00 0.75 3.00 0.018 1. 50 0.39 302.23 E-10 Curb 10.00 n/a 0.75 3.00 0.75 3.00 0.018 1. 50 0.50 302.23 E-11 Curb 5.00 n/a 0.75 3.00 1. 00 3.00 0.018 1. 50 0.50 302.45 E-12 Curb 10.00 n/a 0.60 3.00 0.60 3.00 0.014 1. 50 0.50 301. 48 E-13 Curb 15.00 n/a 0.60 3.00 0.60 3.00 0.014 1. 50 0.50 299.44 E-15 Curb 5.00 n/a 0.60 3.00 0.60 3.00 0.018 1. 50 0.50 301.62 E-16 Curb 10.00 n/a 0.60 3.00 0.60 3.00 0.018 1. 50 0.50 300.28 E-17 Curb 10.00 n/a 0.60 3.00 0.60 3.00 0.018 1. 50 0.50 300.28 E-14 Curb 10.00 n/a 0.60 3.00 0.60 3.00 0.018 1. 50 0.50 301.62 ---------------------------------------------------------------------------------- Sag Inlets Computation Data. ================================================================================ Page 5 . ' Inlet Inlet ID Type E-1 E-2 E-3 E-4 E-5 E-6 E-9 E-10 E-11 E-12 E-13 E-15 E-16 E-17 E-14 Grate Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Length Grate Perim Area (ft) (ft) (sf) n/a 10.00 10.00 15.00 5.00 5.00 10.00 10.00 5.00 10.00 15.00 5.00 10.00 10.00 10.00 12.30 9.00 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a stmOutput.txt Total Q Inlet Capacity (cfs) (cfs) 10.856 3.239 3.979 9.843 4.849 4.062 15.412 12.626 4.237 8.834 7.234 2.194 5.296 13.337 13.208 12.082 10.327 10.327 14.393 6.261 6.261 7.114 10.327 6.261 10.327 14.393 6.261 10.327 10.327 10.327 Cumulative Junction Discharge Computations Total Head (ft) 0.434 0.231 0.265 0.388 0.422 0.375 0.653 0.572 0.385 0.451 0.316 0.249 0.320 0.593 0.589 Ponded Width Left Right (ft) (ft) 10.05 9.10 7.85 7.53 10.17 7.90 10.25 14.34 8.17 10.23 9.50 6.67 9.27 13.10 13.07 11. 39 7.25 9.83 12.70 4.47 8.93 15.44 9.50 7.73 10.23 9.50 6.67 9.27 13.10 13.07 ================================================================================= Node I. D. E-1 E-2 E-3 E-4 E-5 E-6 J-1 J-2 E-7 E-8 E-9 E-10 E-11 E-12 E-13 JB 3 JB 4 E-15 E-16 E-17 E-14 0-lE Node Type Weighted C-Value Grate 0.450 Curb 0.491 Curb 0.529 Curb 0.536 Curb 0.538 Curb 0.534 JnctBx 0.496 JnctBx 0.574 JnctBx 0.350 JnctBx 0.395 Curb 0. 463 Curb 0.550 Curb 0.650 Curb 0.510 Curb 0.512 JnctBx 0.395 JnctBx 0.473 Curb 0.499 Curb 0.574 Curb 0.550 Curb 0.500 Outlt 0.512 Cumulat. Cumulat. Intens. Dr.Area (acres) 2.56 2.96 3.44 5.34 6.14 6.84 18.10 2.95 5.33 5.97 10.70 2.13 0.56 25.52 26.65 5.97 11. 26 21.19 2.95 2.25 2.80 26.65 Tc (min) 16.00 16.15 16.33 17.20 17.27 17.44 17.68 12.15 16.00 16.22 17.39 12.00 10.00 18.32 18.84 16.22 17.53 18.11 12.15 12.00 16.00 18.84 (in/hr) 9.43 9.39 9.34 9.10 9.09 9.04 8.98 10.72 9.43 9.37 9.06 10.78 11. 64 8.82 8.69 9.37 9.02 8.87 10.72 10.78 9.43 8.69 User Additional Supply Q Q in Node cfs) (cfs) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Disch. (cfs) 10.856 13.630 17.005 26.074 30.032 33.045 80.626 18.140 17.600 22.096 44.908 12.626 4.237 114.823 118.583 22.096 48.001 93.749 18.140 13.337 13.208 118.583 --------------------------------------------------------------------------------- Page 6 stmOutput.txt Conveyance Configuration Data ================================================================================== Run# Node I.D. Flowline Elev. US OS US OS Shape # Span Rise Length Slope n value 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 E-1 E-2 E-3 E-4 E-5 E-6 J-1 E-15 E-12 E-13 E-7 E-8 JB 3 E-10 E-9 E-11 JB 4 E-14 J-2 E-16 E-17 E-2 E-3 E-4 E-5 E-6 J-1 E-15 E-12 E-13 0-lE E-8 JB 3 E-9 E-9 JB 4 JB 4 J-1 E-15 E-12 J-2 E-16 (ft) (ft) 304.17 303.81 303.37 300.07 298.88 298.41 295.40 294.40 293.89 292.64 302.62 301.20 299.65 298.48 297.62 297.88 296.60 296.86 295.64 296.21 296.41 303.91 303.47 300.17 299.88 298.51 296.40 294.50 293.99 292.74 292.41 302.20 299.75 297.72 298.21 297.10 297.60 296.40 296.50 295.39 295.74 296.31 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 (ft) (ft) (ft) ( % ) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2.00 2.00 2.00 3.00 3.00 4.00 4.00 4.00 4.00 3.00 2.50 2.50 2.00 2.50 2.00 3.00 2.00 2.50 2.50 2.50 51. 22 67.00 401. 02 36.17 74.22 157.63 225.66 108.56 287.82 59.52 83.00 225.38 296.12 34.50 80.69 57.01 50.00 35.44 68.81 236.71 40.41 0.51 0.51 0.80 0.53 0.50 1. 28 0.40 0.38 0.40 0.39 0.51 0.64 0.65 0.78 0. 64 0.49 0.40 1. 02 0.36 0.20 0.25 Conveyance Hydraulic Computations. Tailwater = 298.450 (ft) 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.013 0.013 0.012 0.013 0.013 0.012 0.012 0.013 0.013 0.012 0.013 ================================================================================== Hydraulic Gradeline Depth Run# US Elev OS Elev Fr.Slope Unif. Actual l* 2 3* 4 5* 6* 7 8 9 10 11* 12* 13* 14* (ft) (ft) (%) (ft) (ft) 305.31 305.14 304.86 302.38 301.82 301.69 301. 36 300.76 300.36 298.80 303.99 303.93 303.28 302.66 305.14 304.86 302.38 301.82 301.69 301. 36 300.76 300.36 298.80 298.45 303.93 303.28 302.55 302.55 0.196 0.309 0.481 1.132 0.173 0.209 0.268 0.363 0.544 0.581 0.070 0.290 0.247 0.311 1.14 1. 33 1. 33 2.00 1. 66 1. 33 2.75 3.25 4.00 4.00 1. 27 1. 50 1. 42 1.16 1. 23 1. 39 2.00 2.00 3.00 3.00 4.00 4.00 4.00 4.00 1. 73 2.50 2.50 2.00 Page 7 Velocity Unif. Actual (f/s) (f/s) 5.86 6.15 7.68 8.30 7.46 10.92 8.75 8.57 9.14 9.44 6.21 7.16 7.70 6.71 5.37 5.87 5.41 8.30 4.25 4. 67 6.42 7.46 9.14 9.44 4.16 4.50 4.50 4.02 Q (cfs) 10.86 13.63 17.01 26.07 30.03 33.04 80.63 93.75 114.82 118.58 17.60 22.10 22.10 12.63 Cap (cfs) 17.46 17.46 21. 90 17.76 51. 02 81. 61 98.29 95.65 98.38 96.75 47.45 32.90 35.88 20.02 June Loss (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 stmOutput.txt .. 15 302.55 301.58 1.198 2.50 2.50 9.15 9.15 44.91 32.93 0.000 16* 301.60 301.58 0.030 0.68 2.00 4.50 1. 35 4.24 17.18 0.000 17 301.58 301.36 0.441 2.63 3.00 7.32 6.79 48.00 45.71 0.000 18* 300.88 300.76 0.341 1. 09 2.00 7.51 4.20 13.21 22.80 0.000 19 300.50 300.36 0.196 1. 60 2.50 5.46 3.70 18.14 24.73 0.000 20 300.89 300.50 0.167 1. 88 2.50 4.59 3.70 18.14 19.80 0.000 21 300.93 300.89 0.106 1. 48 2.50 4.39 2.72 13.34 20.41 0.000 ===================================END============================================ * Super critical flow. NORMAL TERMINATION OF WINSTORM. Page 8 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 2 -Project Administration I Start (Page 2.1) Engineering and Design Professionals Information Engineering FinTl Name and Address: Jurisdiction 12me. Co~1..11tJ~ r~ City: Bryan p.c. ex,~ c::y2s'?::> x College Station Col.\..F-t::f? .... S7f\1\C)N I\')(, 7781.{.Z Date of Submittal: tel'tli'{ Lead Engineer's Name and Contact lnfo.(phone, e-mail, fax): Other: ~~N 'f._. Mf!:-rcA~ t i'E.. Supporting Engineering I Consulting FinTl(s): Other contacts: Developer I Owner I Applicant Information .Developer I Applicant Name and Address: .p Phone and e-mail: C-<i-~-t-M~u.J ~N~ I L Property Owner(s) if not Developer I Applicant (&address): Phone and e-mail: 6~ -c../o Ctrel~ 1<'~t>ES 2Ca ~ -Zoe::>~ Project Identification Development Name: L'.:.12..e.P.JC.. rv\~u.:F:::> -5 ~ 1 P 2-. Is subject property a site project, a single-phase subdivision, or part of a multi-phase subdivision? If multi-Qhase, subject property is phase of Legal description of subject property (phase) or Project Area: (see Section II, Paragraph B-3a) :p C.P-.ee.~ M~ws -'5F-C\t0N 3, H-"2... If subject property (phase) is second or later phase of a project, describe general status of all earlier phases. For most recent earfier phase Include submittal and review dates. CofV'\f>Lf-..-re ot'<. 0NC>P-¥l.. Ce>~\.Cc lO""-J - General Location of Project Area, or subject property (phase): ~~ ~ +~c::> ~\~\E t~\'- In City Limits? Extraterritorial Jurisdiction (acreage): Bryan: acres. Bryan: College Station: College Station: IY·YSS' acres. Acreage Outside ET J: STORMWATER DESIGN GUIDELINES Effective February 2007 Page 3 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 2 -Project Administration I Continued (page 2.2) Project Identification (continued) Roadways abutting or within Project Area or Abutting tracts, platted land, or built subject property: developments: ~'""~ 1<:o.p..o ~ ~QA\~fi.. ~~\L. Named Regulatory Watercourse(s) & Watershed(s): Tributary Basin(s): 1%.Ac-iA Cil4.c.. T "'2-' '° 2c Plat Information For Project or Subject Property (or Phase) Preliminary Plat File #: Final Plat File#: Date: Name: Status and Vol/Pg: If two plats, second name: File#: Status: Date: Zoning Information For Project or Subject Property (or Phase) Zoning Type: Pf:>~ Existing or Proposed? Case Code: Case Date Status: Zoning Type: Existing or Proposed? Case Code: Case Date Status: Stormwater Management Planning For Project or Subject Property (or Phase) Planning Conference(s) & Date(s): Participants: N/A 'N/A Preliminary Report Required? Submittal Date Review Date Review Comments Addressed? Yes --No --In Writing? When? Compliance With Preliminary Drainage Report. Briefly describe (or attach documentation explaining) any deviation(s) from provisions of Preliminary Drainage Report, if any. '1-1/A ' STORMWATER DESIGN GUIDELINES Effective February 2007 Page 4 of26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 2 -Project Administration I Continued (page 2.3) Coordination For Project or Subject Property (or Phase) Note: For any Coordination of stormwater matters indicated below, attach documentation describing and substantiating any agreements, understandings, contracts, or approvals. Coordination Dept. Contact: Date: Subject: II rtYI D -..~1 A.A_,,,,.,,.,,,.,.,__,,,,,,,,. With Other · 11 ll:L.(.{ n ''7f1(. .a"..-A" f ~.,. Departments of Jurisdiction .... City (Bryan or College Station) Coordination With Summarize need(s) & actions taken (include contacts & dates): Non-jurisdiction City Needed? Yes __ No_:£_ Coordination with Summarize need(s) & actions taken (include contacts & dates): Brazos County Needed? No 25.._ Yes -- Coordination with Summarize need(s) & actions taken (include contacts & dates): TxDOT Needed? Yes No)<. -- Coordination with Summarize need(s) & actions taken (include contacts & dates): TAMUS Needed? Yes --No L Permits For Project or Subject Property (or Phase) As to stormwater management, are permits required for the proposed work from any of the entities listed below? If so, summarize status of efforts toward that objective in spaces below. Entity Permitted or Status of Actions (include dates) Approved? US Army Crops of Engineers No ~ Yes - US Environmental : Protection Agency No X Yes_ Texas Commission on '£'(l..C6,o-N Ccr-rt~ M~~~'IC.-S Environmental Quality Z)wf'? No Yes6_ -- Brazos River Authority No 1-Yes - STORMWATER DESIGN GUIDELINES Effective February 2007 Page 5 of 26 .. APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 3 -Progertv Characteristics I Start (Page 3.1) Nature and Scope of Proposed Work Existing: Land proposed for development currently used, including extent of impervious cover? Site __ Redevelopment of one platted lot, or two or more adjoining platted lots. Development __ Building on a single platted lot of undeveloped land. Project __ Building on two or more platted adjoining lots of undeveloped land. (select all __ Building on a single lot, or adjoining lots, where proposed plat will not form applicable) a new street (but may include ROW dedication to existing streets). __ Other (explain): Subdivision ~ Construction of streets and utilities to serve one or more platted lots. Development __ Construction of streets and utilities to serve one or more proposed lots on Project lands represented by pending plats. Site projects: building use(s), approximate floor space, impervious cover ratio. Describe Subdivisions: number of lots by general type of use, linear feet of streets and Nature and drainage easements or ROW. t>l/ "-J \le 1. i r Size of 2.CQ L)(2.~ Lx::.-rs. DP-~~ Pro12osed {5"01 1<>:>~} -Voll\\~ o G-.5-t"o~ £:>AA 1~ ~'::, Project 12.~ \(l..fi.C. Is any work planned on land that is not platted If yes, explain: or on land for which platting is not pending? ___£No --Yes FEMA Floodplains Is any part of subject property abutting a Named Regulatory Watercourse I N )( y (Section II, Paragraph B1) or a tributary thereof? 0 --es -- Is any part of subject property in floodplain j No_x_ Yes Rate Map 32s'E-area of a FEMA-regulated watercourse? -- Encroachment(s) Encroachment purpose(s): __ Building site(s) __ Road crossing(s) into Floodplain areas planned? __ Utility crossing(s) __ Other (explain): No -A- Yes -- If floodplain areas not shown on Rate Maps, has work been done toward amending the FEMA- approved Flood Study to define allowable encroachments in proposed areas? Explain. 1<:<Y\e-tt~ Pe.a.r~~ )eJC> L.-1 m n rz:..c op PP-:Ae~ Ci2..v:.. T-e..,e --z....c A"i Co~Cr-r10\lCO. STORMWATER DESIGN GUIDELINES Effective February 2007 Page 6 of26 l ""Z'::=> r\F-c. -t<.As. VY\0~1..lC::r- c~ ~'K.\~:>T 1..J (A- APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 3 -ProRertv Characteristics I Continued (Page 3.2) Hydrologic Attributes of Subject Property (or Phase) Has an earlier hydrologic analysis been done for larger area including subject property? Yes Reference the study (&date) here, and attach copy if not already in City files. A-~~rJi.~$-M~ flA.N~ C>n.."'te.u>Prn~ ( 3 }e> J o-r) -}'rec ;:;;~~ ~~ Is the stormwater management plan for the property in substantial conformance with the earlier study? Yes )<l No If not, explain how it differs. No If subject property is not part of multi-phase project, describe stormwater management plan for the property in Part 4. --If property is part of ll'lulti-phase project, provide overview of stormwater management plan for Project Area here. In Part 4 describe how plan for subject property will comply therewith. Do existing topographic features on subject property store or detain runoff? __ No _x_ Yes Describe them (include approximate size, volume, outfall, model, etc). t:.x1lf(,NGr-{)j<:J"t~l::s-N f=>ON~~ I -t..t Any known drainage or flooding problems in areas near subject property? __ No _x_ Yes Identify: f'/\r::AC>0~9> -5 !:> f> I -c:: (.2 t:-'1.~ c~~~-r P~-5v~11~ 'fb lMlf'~(-Z. G+>-r 2::Ae-1~r1~. Based on location of study property in a watershed, is Type 1 Detention (flood control) needed? (see TaQle B-1 in Appendix B) __ Detention is required. --Need must be evaluated. 15.._ Detention not required. What decision has been reached? By whom? AL-R~~ .p~"'~ ~10'2.\C=n.NA\.. D~f«IUfl If the need for How was determination made? Type 1 Detention must be evaluated: i. STORMWATER DESIGN GUIDELINES Effective February 2007 Page 7 of26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 3 -Pro~ertv Characteristics I Continued (Page 3.3) Hydrologic Attributes of Subject Property (or Phase) (continued) Does subject property straddle a Watershed or Basin divide? _x_ No --Yes If yes, describe splits below. In Part 4 describe desiqn concept for handlinq this. Watershed or Basin Larger acreage Lesser acreage Above-Project Areas(Section II, Paragraph 83-a) Does Project Area (project or phase) receive runoff from upland areas? __ No )( Yes Size(s) of area(s) in acres: 1) 1~.t)e 2) 3) 4) Flow Characteristics (each instance) (overland sheet, shallow concentrated, recognizable concentrated section(s}, small creek (non-regulatory), regulatory Watercourse or tributary); ov~S~ "F\.c:>w) 7ttA t-a..c\,).J C.:s N.C.~IZA""t~ I C..i-\IT~R-I Z.LlO l N ~ .P t"'TC.\-\- Flow determination: Outline hydrologic methods and assumptions: f(mc GN/:>-L-r./l r-:-r~ Does storm runoff drain from public easements or ROW onto or across subject property? --No _x__ Yes If yes, describe facilities in easement or ROW: p,~t+~~ -rco &f>T ~-C>l'Tu+. Are changes in runoff characteristics subject to change in future? Explain 'ie>7 -Co~~uc..-~1--.i /c~~NND._ IM ~~.J~~> e:> F- 6-P'"' ~-D1~c..H- Conveyance Pathways (Section II, Paragraph C2) Must runoff from study property drain across lower properties before reaching a Regulatory Watercourse or tributary? No X Yes Describe length and characteristics of each conveyance pathway(s). Include ownership of property(ies). t-1 A--ru Y2..Ai.-W FYtf:.AZ. c o~e.se.. 2'D.- STORMWATER DESIGN GUIDELINES Effective February 2007 Page 8 of26 01==-p~ C~ieAL. -re,e:, APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 3 -Proeerw Characteristics I Continued (Page 3.4) Hydrologic Attributes of Subject Property (or Phase) (continued) Conveyance Pathways (continued) Do drainage If yes, for what part of length? ];00 % Created by? 1 plat, or easements __ instrument. If instrument(s). describe their provisions. exist for any 61f>-f''-\ 3 part of Ci/2..~\C.. M "fZA~S pathway(s)? ~ 3 -f>'2.. No 5S-P\ _x_ Yes Where runoff must cross lower properties, describe characteristics of abutting lower property(ies). (Existing watercourses? Easement or Consent aquired?) Pathway F-")(.\ er-t'\ ...S~ W Prt. IL../!. Cou '2.. <be. Dt>O.JNS '"t"~ oF C~c:.. M-v.oo~7 -R\,)~L cir ~ri!.1 C..ut.. T\Jfl.Pr.I.._ Areas Describe any built or improved drainage facilities existing near the property (culverts, bridges, lined channels, buried conduit, swales, detention ponds, etc). Ba..1 Q.(2::.:'P-C+2-o'=o\ N'b-~ Gct>\ NOL-n+ ~o ~-r 01-i2o'-f {) FJ(... '2-c> . Nearby Drainage Do any of these have hydrologic or hydraulic influence on proposed stormwater Facilities design? __ No _x__ Yes If yes, explain: f-\&i.... or P~CtZ.~~ l~62.\::) u<' '-rz...e .o p-va..~ s '""t:c::rQ....'CV'\ 5-t~ "E" (V\t)~t.,...1NC::r. STORMWATER DESIGN GUIDELINES Effective February 2007 Page 9of26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Conceet and Design Parameters I Start (Page 4.1) Stonnwater Management Concept - Discharge(s) From Upland Area(s) If runoff is to be received from upland areas, what design drainage features will be used to accommodate it and insure it is not blocked by future development? Describe for each area, flow section, or discharge point. DA: /~\.t.. C>~ ""'"F--7 ,, Discharge(s) To Lower Property(ies) (Section II, Paragraph E1) Does project include drainage features (existing or future) proposed to become public via platting? _x_ No Yes Separate Instrument? No Yes Per Guidelines reference above, how will __ Establishing Easements (Scenario 1) runoff be discharged to neighboring __ Pre-development Release (Scenario 2) property(ies)? Combination of the two Scenarios -- Scenario 1: If easements are proposed, describe where needed, and provide status of actions on each. (Attached Exhibit # ) Scenario 2: Provide general description of how release(s) will be managed to pre-development conditions (detention, sheet flow, partially concentrated, etc.). (Attached Exhibit# ) Combination: If combination is proposed, explain how discharge will differ from pre- development conditions at the property line for each area (or point) of release. If Scenario 2, or Combination are to be used, has proposed design been coordinated with owner(s) of receiving property(ies)? documentation. STORMWATER DESIGN GUIDELINES Effective February 2007 No Page 10 of 26 --Yes Explain and provide APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Conceet and Design Parameters I Continued (Page 4.2) Stonnwater Management Concept (continued) Within Pmject Ar!a Of Multi-Phase Project Identify gaining Basins or Watersheds and acres shifting: Will project result in shifting runoff between Basins or between What design and mitigation is used to compensate for increased runoff Watersheds? from gaining basin or watershed? _x_No Yes -- How will runoff from Project 1. __ With facility(ies) involving other development projects. Area be mitigated to pre-2. __ Establishing features to serve overall Project Area. development conditions? Select any or all of 1, 2, 3. __ On phase (or site) project basis within Project Area. ' and/or 3, and explain below. 1. Shared facility (type & location of facility; design drainage area served; relationship to size of Project Area): (Attached Exhibit# ) 2. For Overall Project Area (type & location of facilities): (Attached Exhibit# ) 3. By phase (or site) project: Describe planned mitigation measures for phases (or sites) in subsequent questions of this Part. Are aquatic echosystems proposed? __ No --Yes In which phase(s) or project(s)? C'-· . -0 '. Q) I/) c: Q) ffi >-Are other Best Management Practices for reducing stormwater pollutants proposed? a: No Yes Summarize type of BMP and extent of use: I/) ----c: Cl "ii) Q) 0 Cl z i'1 If design of any runoff-handling facilities deviate from provisions of B-CS Technical Specifications, check type facility(ies) and explain in later questions. ~ --Detention elements --Conduit elements --Channel features < Swales Ditches Inlets __ Valley gutters __ Outfalls ------ --Culvert features __ Bridges Other STORMWATER DESIGN GUIDELINES Effective February 2007 Page 11of26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Concept and Design Parameters I Continued (Page 4.3) Stonnwater Management Concept (continued) Within Project Area Of Multi-Phase Project (continued) Will Project Area include bridge(s) or culvert(s)? . __ No _25..._ Yes Identify type and general size and In which phase(s). ). I'\ ot\~ ~.l.. ~· -PV2.J \J !b.>Wft""i rv'2.uN 2-~c·.r~ f<-c.,f> If detention/retention serves (will serve) overall Project Area, describe how it relates to subject phase or site project (physical location, conveyance pathway(s), construction sequence): Within Or Serving Subject Property (Phase, or Site) If property part of larger Project Area, is design in substantial confonnance with earlier analysis and report for larger area? _Aves · No, then summarize the difference(s): Identify whether each of the types of drainage features listed below are included, extent of use, and general characteristics. (/) .c Cl) ~ b >-' ..c: Cl) j~~ (/) Cl) .... .... Cl) :5 0 ~~z, (/) c l!? (IJ <( Typical shape? I Surfaces? Steepest side slopes: I Usual front slopes: I Usual back slopes: Flow line slopes: least'-----Typical distance from travelway: typical greatest. ___ _ (Attached Exhibit# ) Are longitudinal culvert ends in compliance with B-CS Standard Specifications? ___ Yes No, then explain: At intersections or otherwise, do valley gutters cross arterial or collector streets? X No __ Yes If yes explain: Are valley gutters proposed to cross any street away from an intersection? -6_ No _· _Yes Explain: (number of locations?) . STORMWATER DESIGN GUIDELINES Effective February 2007 Page 12 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised Auciust 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Pi!rt 4 -Drainage Conce~t and Design Parameters I Continued (Page 4.4) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Gutter line slopes: Least (). \..e~ ;/. Usual O· (oO /. Greatest ) . \J~i'. Are inlets recessed on arterial and collector streets? --Yes --No If "no", identify where and why. N/A- Will inlets capture 10-year design stormflow to prevent flooding of intersections (arterial with arterial or collector)? __ Yes __ No If no, explain where and why not. C'· r--1/A "O Q) (/) Will inlet size and placement prevent exceeding allowable water spread for 10-year :l ..... design storm throughout site (or phase)? ___&._Yes No If no, explain. Q) --:t:: :l C> -o-c "O >< !ti Q) Sag curves: Are inlets placed at low points? Yes No Are inlets and -e -~ -- :l .... conduit sized to prevent 100-year stormflow from ponding at greater than 24 inches? u c: _x_ Yes No Explain "no" answers. .i::. 0 --.... u -~- ~ Q) ..... .... (/) Q) Will 100-yr stormflow be contained in combination of ROW and buried conduit on ..... <( whole length of all streets? x_ Yes __ No If no, describe where and why. Do designs for curb, gutter, and inlets comply with B.-CS Technical Specifications? )(. Yes __ No If not, describe difference(s) and attach justification. Are any 12-inch laterals used? _..£::::_No --Yes Identify length(s) and where used. C'· "O Pipe runs between system I Typical 2~(&>' 2.?::N>' Q) (/) Longest (/) Q) access points (feet): ~~ Are junction boxes used at each bend? x_Yes No If not, explain where * -- ~ and why. .£ 0 ~z i I Are downstream soffits at or below upstream soffits? Least amount that hydraulic (/) grade line is below gutter line !!!. Yes-¥..... No __ If not, explain where and why: (system-wide): 0-~to ' (1ci~) STORMWATER DESIGN GUIDELINES Effective February 2007 Page 13 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage ConceRt and Design Parameters I Continued (Page 4.5) Stonnwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Cil Describe watercourse(s), or system(s) receiving system discharge(s) below Q) (include design discharge velocity, and angle between converging flow lines). (.) c: 1) Watercourse (or system), velocity, and angle? ~ .5 Q) ..._ -o a1 E 2) Watercourse (or system), velocity, and angle? ::J ..._ c: 0 ·--C:· 0 .E ~.5 E a> ~ a> E 3) Watercourse (or system), velocity, and angle? -m ~ fl) fl) ~ Q) ::J c: :"2 0 ·-> ~ 0 "O a. Ea:> For each outfall above, what measures are taken to prevent erosion or scour of ..._ Q) receiving and all facilities at juncture? -E..c: en fl) Q) 1) ro ..._ al 2) a. Q) fl) c: 3) E.. Are swale(s) situated along property lines between properties? __ No --Yes Number of instances: For each instance answer the following questions. Surface treatments (including low-flow flumes if any): C'· fl) Q) ~fl) iii Q) Flow line slopes (minimum and maximum): c: >-~ I "O 0 ~z Outfall characteristics for each (velocity, convergent angle, & end treatment). ::J ~~ ~ Q) ..._ Will 100-year design storm runoff be contained within easement(s) or platted drainage <( ROW in all instances? --Yes --No If "no" explain: STORMWATER DESIGN GUIDELINES Effective February 2007 Page 14 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Conce12t and Design Parameters I Continued (Page 4.6) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) I/) Are roadside ditches used? __ No ___Z::._ Yes If so, provide the following: Q) Is 25-year flow contained with 6 inches of freeboard throughout? ~Yes __ No .s:::. .B Are top of banks separated from road shoulders 2 feet or more? ~Yes --No 0 Are all ditch sections trapezoidal and at least 1.5 feet deep? _x_ Yes No Q) ---0 For any "no" answers provide location(s) and explain: "iii -0 (1) 0 a:: If conduit is beneath a swale, provide the following information (each instance). Instance 1 Describe general location, approximate length: I/) Q) Is 100-year design flow contained in conduit/swale combination? Yes No >-----I! If "no" explain: c: Space for 100-year storm flow? ROW Easement Width 0 (1) z iii Swale Surface type, minimum Conduit Type and size, minimum and maximum ~~ and maximum slopes: slopes, design storm: 0 :;::; C'-· '6 I/) -0 Describe how conduit is loaded (from streets/storm drains, inlets by type): Qj (1) Inlets c: ~ c: (1) (1) .s:::. () ._ c: .2 Q) c: c. 0 0 :;:; Access Describe how maintenance access is provided (to swale, into conduit): -(1) 0 E :::> ~ .2 £ .s; Q) Instance 2 Describe general location, approximate length: -0 E Q) ro I/) (/) :::> I/) Q) Is 100-year design flow contained in conduit/swale combination? Yes No c: -0 ·:;; -- --0 If "no" explain: ~ e c: c. :0 1i Space for 100-year storm flow? ROW Easement Width E 0 .s:::. () I/) Swale Surface type, minimum Conduit Type and size, minimum and maximum ..... Q) ·5 -and maximum slopes: slopes, design storm : ro -0 ._ c: ro 0 Q. ~ Q) Inlets Describe how conduit is loaded (from streets/storm drains, inlets by type): Q) I/) 1 c: ..9- I/) Q) ._ Access Describe how maintenance access is provided (to swale, into conduit): ~ STORMWATER DESIGN GUIDELINES Effective February 2007 Page 15 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 .,... Drainage Concept and Design Parameters I Continued (Page 4.7) Stonnwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) c: "ffi ii E x .g w :g ui ~ If "yes" provide the following information for each instance: Instance 1 Describe general location, approximate length, surfacing: Is 100-year design flow contained in swale? __ Yes __ No Is swale wholly within drainage ROW? __ Yes __ No Explain "no" answers: 2 ~, -~ 1--A-c_ce_s_s~D-e-sc~r-ib_e_h_o_w~m-a-in_t_e_n-an_c_e~acc~e-ss~is~p-ro-v-id_e_:~~~~~~~~~~~---1 ~ 0 =s z ~'i(I !---~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ .... 1 I Instance 2 Describe general location, approximate length, surfacing: Q) ·c <'-· :J (/) LI C :5 Q) o E £i Q) ·o;;: (/) ,.. m (/) ... ~ 0 ~~ (/) 0 ~ 0:: > -~ C'-· JS :J c.. -c .E 3l 12 0 c.. c.. x e w c.. (/) (/) c Q) Q) >- I I c.. .~ ~ 1~ (.) Is 100-year design flow contained in swale? __ Yes __ No Is swale wholly within drainage ROW? __ Yes __ No Explain "no" answers: Access Describe how maintenance access is provided: Instance 3, 4, etc. If swales are used in more than two instances, attach sheet providing all above information for each instance. "New" channels: Will any area(s) of concentrated flow be channelized (deepened, widened, or straightened) or otherwise altered? __ No __ Yes If only slightly shaped, see "Swales" in this Part. If creating side banks, provide information below. Will design replicate natural channel? __ Yes __ No If "no", for each instance describe section shape & area, flow line slope (min. & max.), surfaces, and 100-year design flow, and amount of freeboard: Instance 1: Instance 2: Instance 3: STORMWATER DESIGN GUIDELINES Effective February 2007 Page 16 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Concel;!t and Design Parameters I Continued (Page 4.8) Stonnwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Existing ch1nnels {small creeks): Are these used? --No --Yes If "yes" provide the information below. Will small creeks and their floodplains remain undisturbed? __ Yes No How many disturbance instances? Identify each planned location: For each location, describe length and general type of proposed improvement (including floodplain changes): For each location, describe section shape & area, flow line slope (min. & max.), surfaces, and 100-year design flow. 'S Q) ::J c ~ Watercourses {and tributaries): Aside from fringe changes, are Regulatory 0 Watercourses proposed to be altered? __ No Yes Explain below. ~ --(/) -Submit full report describing proposed changes to Regulatory Watercourses. Address c Q) existing and proposed section size and shape, surfaces, alignment, flow line changes, E Q) length affected, and capacity, and provide full documentation of analysis procedures > 0 and data . Is full report submitted? Yes No If "no" explain: ..... --a. .§ a; c: c tU All Proposed Channel Work: For all proposed channel work, provide information .c (..) requested in next three boxes. If design is to replicate natural channel, identify location and length here, and describe design in Special Design section of this Part of Report. Will 100-year flow be contained with one foot of freeboard? --Yes --No If not, identify location and explain: Are ROW I easements sized to contain channel and required maintenance space? --Yes --No If not, identify location(s) and explain: STORMWATER DESIGN GUIDELINES Effective February 2007 Page 17 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Conce12t and Design Parameters I Continued (Page 4.9) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) How many facilities for subject property project? For each provide info. below. For each dry-type facilitiy: Facility 1 Facility 2 Acres served & design volume + 10% 100-yr volume: free flow & plugged Design discharge (10 yr & 25 yr) Spillway crest at 100-yr WSE? __ yes --no __ yes --no Berms 6 inches above plugged WSE? __ yes --no __ yes --no Explain any "no" answers: (/) Q) >- I For each facility what is 25-yr design Q, and design of outlet structure? Facility 1: 0 z Facility 2: /(' Do outlets and spillways discharge into a public facility in easement or ROW? Facility 1: __ Yes No Facility 2: Yes No ------('-If "no" explain: "tJ Q) (/) 0 c.. 0 ..... a.. For each, what is velocity of 25-yr design discharge at outlet? & at spillway? (/) Q) Facility 1: & Facility 2: & ~ T> Are energy dissipation measures used? --No Yes Describe type and m --u.. location: c .Q E Q) a; 0 Q) For each, is spillway surface treatment other than concrete? Yes or no, and describe: ..... <( Facility 1: Facility 2: For each, what measures are taken to prevent erosion or scour at receiving facility? Facility 1: Facility 2: If berms are used give heights, slopes and surface treatments of sides. Facility 1: Facility 2: STORMWATER DESIGN GUIDELINES Effective February 2007 Page 18 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Concegt and Design Parameters I Continued (Page 4.10) Stonnwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Do structures comply with B-CS Specifications? Yes or no, and explain if "no": Ill Facility 1; ~ =~ u Q) Facility 2: ro :::i LL C: c: ·-0 c: +:i 0 c: u Q) ........ a; For additional facilities provide all same information on a separate sheet. Cl Are parking areas to be used for detention? __ No --Yes What is maximum depth due to required design storm? Roadside Ditches: Will culverts serve access driveways at roadside ditches? --No --Yes If "yes", provide information in next two boxes. Will 25-yr. flow pass without flowing over driveway in all cases? --Yes --No Without causing flowing or standing water on public roadway? --Yes --No Designs & materials comply with B-CS Technical Specifications? __ Yes --No Explain any "no" answers: C"· Ill Cl c: "iii Are culverts parallel to public roadway alignment? __ Yes No Explain: Ill e -- u Ill 2 Q) >-.. ro I > ·;:: Creeks at Private Drives: Do private driveways, drives, or streets cross drainage c.. -ways that serve Above-Project areas or are in public easements/ ROW? ro "O 0 No Yes If "yes" provide information below. Q) z ----~~ How many instances? Describe location and provide information below. Q) Location 1: > "'5 u Q) Location 2: .... <t: Location 3: For each location enter· value for: 1 2 3 Design year passing without toping travelway? ' Water depth on travelway at 25-year flow? Water depth on travelway at 100-year flow? For more instances describe location and same information on separate sheet. STORMWATER DESIGN GUIDELINES Effective February 2007 Page 19 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Conce~t and Design Parameters j Continued (Page 4.11) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Named Regulato!'.ll: Watercourses (& Tributaries}: Are culverts proposed on these facilities? ~No __ Yes, then provide full report documenting assumptions, criteria, analysis, computer programs, and study findings that support proposed design(s). Is report provided? __ Yes --No If "no", explain: f'J/A- ~ Arterial or Major Collector Streets: Will culverts serve these types of roadways? Cl) x_No Yes How many instances? For each identify the ..c. "' location and provide the information below. Cl) -"' ('O Instance 1: Cl) .._ >-~ ~~ Instance 2: Instance 3: c .Q Yes or No for the 100-year design flow: 1 2 3 o ro ZE 1£ Headwater WSE 1 foot below lowest curb top? ·~ Spread of headwater within ROW or easement? E <'-· ('O Is velocity limited per conditions (Table C-11 )? "' "' g>-u Explain any "no" answer(s): ·-c l:l ('O 0 c .._ 0 O; ~~ 3: .Q "O Cl) ('O .£l Minor Collector or Local Streets: Will culverts serve these types of streets? e ·c: 0 0 No ~Yes How many instances? I for each identify the ·-"' -Cl) .g "O location and provide the information below: c.. Cl) 2.--=t;,0"¢ Re..~ ...... c.. Instance 1: ('O~ "O >-Instance 2: Cl) c "' ('O ::::1_ Instance 3: "'0 1:: "' Cl) Cl) For each instance enter value, or "yes" I "no" for: 1 2 3 .2: 0 ::I c 0 ('O Design yr. headwater WSE 1 ft. below curb top? '{Y-.-'":=> Cl) iii .._ c: '-f F-F::? <( ·-100-yr. max. depth at street crown 2 feet or less? Cl) .._ 0 Product of velocity (fps) & depth at crown (ft) = ? N/,A.;-E .._ Is velocity limited per conditions (Table C-11)? NO g_ Limit of down stream analysis (feet)? 51 Explain any "no" answers: ~.\:) ~~ ~~Q,p-~ 1)6c_P.,..e.~ 'f:_'l(c.£~~ - -pt{o--Jt OP-() ~ 6u-Tt...G--r. STORMWATER DESIGN GUIDELINES Effective February 2007 Page 20 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage ConceRt and Design Parameters I Continued (Page 4.12) Stonnwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) All Proposed Culverts: For all proposed culvert facilities (except driveway/roadside ditch intersects) provide information requested in next eight boxes. Do culverts and travelways intersect at 90 degrees? Yes No If not, ----identify location(s) and intersect angle(s), and justify the design(s): Does drainage way alignment change within or near limits of culvert and surfaced approaches thereto? __ No --Yes If "yes" identify location(s}, describe change(s), and justification: Are flumes or conduit to discharge into culvert barrel(s)? __ No __ Yes If yes, identify location(s) and provide justification: ~ Are flumes or conduit to discharge into or near surfaced approaches to culvert ends? --No --Yes If "yes" identify location(s), describe outfall design treatment(s): ::J c +:l c 0 ,£. I/) t Q) Is scour/erosion protection provided to ensure long term stability of culvert structural > "3 (..) components, and surfacing at culvert ends? __ Yes __ No If "no" Identify locations and provide justification(s): Will 100-yr flow and spread of backwater be fully contained in street ROW, and/or drainage easements/ ROW? __ Yes --No if not, why not? Do appreciable hydraulic effects of any culvert extend downstream or upstream to neighboring land(s) not encompassed in subject property? --No --Yes If "yes" describe location(s) and mitigation measures: , Are all culvert designs and materials in compliance with B-CS Tech. Specifications? --Yes --No If not, explain in Special Design Section of this Part. STORMWATER DESIGN GUIDELINES Effective February 2007 Page 21of26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Conceet and Design Parameters I Continued (Page 4 .13) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Is a bridge included in plans for subject property project? ~No --Yes If "yes" provide the following information. Name(s) and functional classification of the roadway(s)? What drainage way(s) is to be crossed? Ii) Q) Cl "'C ·;::: ' co A full report supporting all aspects of the proposed bridge{s) (structural , geotechnical, hydrologic, and hydraulic factors) must accompany this summary report. Is the report Yes No provided? ----If "no" explain: Is a Stormwater Provide a general description of planned techniques: ~ Pollution Prevention '8\1.-\ "'fr:-t-J.CA Ni'.::. I C c~S'\(2.. uC.:T t t'»..l ~ -iii Plan (SW3P) :J 'R~~ r\L.,~ ~I INLe-1 Pec\'2.Gcl • 0 established for ..... project construction? Cl> -~ --No _1_ Yes Special Designs -Non-Traditional Methods Are any non-traditional methods (aquatic echosystems, wetland-type detention, natural stream replication, BMPs for water quality, etc.) proposed for any aspect of subject property project? ~No --Yes If "yes" list general type and location below. Provide full report about the proposed special design(s) including rationale for use and expected benefits. Report must substantiate that stormwater management objectives will not be compromised, and that maintenance cost will not exceed those of traditional design solution(s). Is report provided? »'/A- STORMWATER DESIGN GUIDELINES Effective February 2007 Yes ---- Page 22 of 26 No If "no" explain: APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Conceet and Design Parameters I Continued (Page 4.14) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Special Designs,..... Deviation From B-CS Technical Specifications If any design(s) or material(s) of traditional runoff-handling facilities deviate from provisions of B-CS Technical Specifications, check type facility(ies) and explain by specific detail element. Detention elements __ Drain system elements Channel features ---- --Culvert features --Swales --Ditches --Inlets __ Outfalls __ Valley gutters __ Bridges (explain in bridge report) In table below briefly identify specific element, justification for deviation(s). Specific Detail Element Justification for Deviation (attach additional sheets if needed) 1) " 2) 3) 4) 5) Have elements been coordinated with the City Engineer or her/his designee? For each item above provide "yes" or "no", action date, and staff name: 1) 2) 3) , 4) I 5) ' Design Parameters Hydrology Is a map(s) showing all Design Drainage Areas provided? ~ Yes --No Briefly summarize the range of applications made of the Rational Formula: 5-ro~W\ 01Z..l.).)Ol.. 5.-\~~ 4-c.~L-.J~-r i:>P-. St C::rN What is the size and location of largest Design Drainage Area to which the Rational Formula has been applied? I~ acres STORMWATER DESIGN GUIDELINES Effective February 2007 Location (or identifier): 17A '!fa.' ot-11'f3-.I'' Page 23 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Conceet and Design Parameters I Continued (Page 4.15) Design Parameters (continued) Hydrology (continued) In making determinations for time of concentration, was segment analysis used? ) co No X Yes In approximately what percent of Design Drainage Areas? % As to intensity-duration-frequency and rain depth criteria for determining runoff flows, were any criteria other than those provided in these Guidelines used? _x_ No __ Yes If "yes" identify type of data, source{s), and where applied: For each of the stormwater management features listed below identify the storm return frequencies {year) analyzed {or checked), and that used as the basis for design. Feature Analysis Year{s) Design Year Storm drain system for arterial and collector streets Storm drain system for local streets l Oo I t) Open channels Swale/buried conduit combination in lieu of channel Swales Roadside ditches and culverts serving them 100 'Z..5 Detention facilities: spillway crest and its outfall Detention facilities: outlet and conveyance structure{s) Detention facilities: volume when outlet plugged Culverts serving private drives or streets Culverts serving public roadways Bridges: provide in bridge report. Hydraulics What is the range of design flow velocities as outlined below? Design flow velocities; Gutters Conduit Culverts Swales Channels Highest {feet per second) 2-?5 (-t::>? Lowest {feet per second) l . lQ--\ 1.6"'1 Streets and Stonn Drain Systems Provide the summary information outlined below: Roughness coefficients used: For conduit type(s) l<c.P STORMWATER DESIGN GUIDELINES Effective February 2007 For street gutters: AO'=' Page 24 of 26 0-0\~ Coefficients: 0 · 0 I~ o.C\'2.. APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 ' ' .. SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Concept and Design Parameters j Continued (Page 4.16) Design Parameters (continued) Hydraulics (continued) Street and Storm Drain Systems (continued) For the following, are assumptions other than allowable per Guidelines? Inlet coefficients? ~No ~ Yes Head and friction losses ?< No __ Yes Explain any "yes" answer: In conduit is velocity generally increased in the downstream direction? X Yes Are elevation drops provided at inlets, manholes, and junction boxes? ~Yes Explain any "no" answers: __ No __ No Are hydraulic grade lines calculated and shown for design storm? ~Yes __ No For 100-year flow conditions? _.c: Yes __ No Explain any "no" answers: What tailwater conditions were assumed at outfall point(s) of the stonn drain system? Identify each location and explain: ~ vJ'bP-or-\¥2..\6 2.o or p~ c~~¥:.. Open Channels If a HEC analysis is utilized, does it follow Sec Vl.F .5.a? __ Yes __ No Outside of straight sections, is flow regime within limits of sub-critical flow? __ Yes __ No If "no" list locations and explain: Culverts If plan sheets do not provide the following for each culvert, describe it here. For each design discharge, will o~ration be outlet (barrel) control or inlet control? · IN l..E.-1 C ~VZ..e L- Entrance, friction and exit losses: ,,,,,., .,..,,,. /' ,, 'f ~.. . v • .. ·. ... • i-• .. .... ~ •. !.... . ...... : ·~ Bridg1t ' Prov\de all in bridge r~port .... ···· ....... . ... -·, • 1' P, .• ,, -·. .t ~ • I .• ,:• ~-...... " ' . ..... ·-~,' ~'' STORMWATER DESIGN GUIDELINES Effective February 2007 Page 25 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Part 4 -Drainage Concept and Design Parameters Continued (Page 4.17) Design Parameters (continued) Computer Software What computer software has been used in the analysis and assessment of stormwater management needs and/or the development of facility designs proposed for subject property project? List them below, being sure to identify the software name and version, the date of the version, any applicable patches and the publisher Part 5 -Plans and Specifications Requirements for submittal of construction drawings and specifications do not differ due to use of a Technical Design Summary Report. See Section Ill, Paragraph C3. Part 6 -Conclusions and Attestation Conclusions Add any concluding information here: Attestation Provide attestation to the accuracy and completeness of the foregoing 6 Parts of this Technical Desi n Summa Draina e Re ort b si nin and sealin below. "This report (plan) for the drainage design of the development named in Part B was prepared by me (or under my supervision) in accordance with provisions of the Bryan/College Station Unified Drainage Design Guidelines for the owners of the property. All licenses and permits required by any and all state and federal regulatory agencies for the proposed drainage improvements have been issued or fall under applicable general permits. n ~~,,, --Z..b:N )l... rk.-rcA~ 1 f£ (Affix Sea~~~*~tt~)~ Licensed Professional Engineer I••:••••• • • •• ~ 1".\ State of Texas PE No. 8eSB 3 STORMWATER DESIGN GUIDELINES Effective February 2007 Page26 of 26 NA. TC lr.1L----r- APPENDIX. D: TECH. DESIGN SUMMARY As Revised August 2012 ' . Drainage Study FOR CREEK MEADOWS SUBDIVISION Section 3, Phase Two College Station Brazos County, Texas June 9, 2014 Prepared For: Creek Meadow Partners, L.P. c/o Oldham Goodwin Group, LLC 2800 South Texas Avenue, Suite 401 Bryan, TX 77802 Prepared By: RME Consulting Engineers Texas Firm Registration No. F-4695 P.O. Box 9253 College Station, TX 77845 RME No. 260-0531 Drainage Study CREEK MEADOWS SUBIDIVISION Section 3, Phase Two College Station Brazos County, Texas TABLE OF CONTENTS: PAGE 1.0 General Information ...................................................................................................................................... 1 1.1 Scope of Report ....................................................................................................................................... 1 1.2 Site and General Location ....................................................................................................................... 1 1.3 Description of Existing Conditions and Drainage Patterns ..................................................................... 2 1.4 FEMA Information .................................................................................................................................. 3 2.0 Watersheds & Drainage Areas ...................................................................................................................... 3 2.1 Detention Facility Watershed .................................................................................................................. 3 2.2 Sub-Drainage Basins for Storm Sewer Collection System ...................................................................... 3 3.0 Hydrologic Modeling ..................................................................................................................................... 4 3.1 Rational Formula and Methodology ........................................................................................................ 4 3.2 Stormwater Runoff Quantities ................................................................................................................. 5 4.0 Storm Drainage System ................................................................................................................................. 5 4.1 Street Drainage ........................................................................................................................................ 5 4.2 Storm Drain Inlets ................................................................................................................................... 7 4.3 Storm Drain Conduits .............................................................................................................................. 8 4.4 Culverts .................................................................................................................................................... 9 5.0 Certification .................................................................................................................................................. 11 260-0531 Drainage Report-S3P2.docx Page -i LIST OF TABLES: PAGE Section 3.0 -Hydrologic Modeling Table # 1: T11 -Overland Sheet Flow ..................................................................................................................... 7 Table #2: T12 -Shallow and/or Concentrated Flow ................................................................................................ 7 Table #3: Tc Summary ........................................................................................................................................... 8 Section 4.0 -Storm Drainage System Table #4: Street Drainage Summary ...................................................................................................................... 6 Table #5: Curb Inlet Summary ............................................................................................................................... 7 Table #6: Storm Drainage Summary .................................................................................................................... 10 Table #7: Culvert Summary ................................................................................................................................. 00 260-0531 Drainage Report-S3P2.docx Page -ii ATTACHMENTS: Section 1.0 -General Information Preliminary Plat Final Plat Vicinity Map Section 2.0 -Watersheds & Drainage Areas Storm System "E" -Drainage Area Map GPT Bar-Ditch -Drainage Area Map Section 3.0 -Hydrologic Modeling Rational Method -DA "A" Section 4.0 -Storm Drainage System Winstorm -Hydraulic Computations ST-01 thru ST-02: Street & Drainage Plan/Profile HY-8 Report: Culvert Analysis (Shady Brook Lane -Driveway Culvert) 260-0531 Drainage Report-S3P2.docx Page -iii Drainage Study CREEK MEADOWS SUBIDIVISION Section 3, Phase Two College Station Brazos County, Texas 1.0 GENERAL INFORMATION 1.1 Scope of Report: This report addresses the existing conditions and proposed drainage improvements for the Creek Meadows Subdivision -Section 3, Phase Two. This development will consist of 26 urban residential lots and one (1) commercial tract. This drainage study' s scope also comments on the existing detention facilities, currently constructed and designed/reported, for this phase of development and is wholly contained in Section lB of the original development of the Creek Meadows Subdivision. In addition, this drainage report outlines the internal storm drainage system improvements design and analysis for the subject development. The proposed development and drainage improvements are designed and analyzed in accordance with the criteria outlined in the "Unified Stormwater Design Guidelines" (USDG) manual of the City of College Station (CoCS). 1.2 Site and General Location: The master planned development, Creek Meadows subdivision, consists of293.222 acres of land consisting of three tracts (20.179 acre tract, 176.043 acre tract, and a 96.00 acre tract). Section 3, Phase Two will consist of 14.455 acres, located within the southwestern comer of the 176.043 acre tract, and will consist of the platting of twenty-six (26) residential lots with the construction of their associated improvements of paving, drainage, and utilities. A future commercial development (Lot 1, Block One) is proposed downstream ofthis development and is not included in this drainage study. The proposed and future surrounding developments and phases are depicted on the Preliminary Plat which is provided in the "Attachment -Section 1.0" portion of this report. Also, the Final Plat of Creek Meadows -Section 3, Phase Two is provided in the same location of this report. The parent 176.043 acre tract is bordered by Greens Prairie Trail to the East, Royder Road to the South and Southwest, and Greens Prairie Road West to the West. Developments adjacent to the parent tract, all of which are rural residential, consist of Royder Ridge to the South, Woodlake to the East, and Wellborn Oaks to the Northeast. Access to the subdivision will be accomplished by Royder Road, Greens Prairie Trail and Greens Prairie Trail West. The subject development, Creek Meadows Subdivision - Section 3, Phase Two, is adjacent and immediately west of the platted Section 3, Phase One. 260-0531 Drainage Report-S3P2.docx Page -1 Creek Meadows -Section 3, Phase Two Drainage Study RME Consulting Engineers June 9, 2014 A Vicinity Map, for this project site, is provided and is located in the "Attachment - Section 1.0" portion of this manual. This map is being provided as an aid in locating the site. Drawings describing the work and its specific locations are contained in the Construction Drawings prepared by RME Consulting Engineers, College Station, Brazos County, TX. These Construction Drawings are included as part of this Drainage Report by reference. 1.3 Description of Existing Conditions and Drainage Patterns: The 176.043-acre tract, which contains the proposed development of Creek Meadows Subdivision -Section 3, Phase Two, is primarily an unimproved area with moderately well sloping (approximately 1.0%) undeveloped site with natural drainage systems that convey runoff to either an existing drainage storm sewer system, which is part of the Creek Meadows Subdivision, or Peach Creek South Tributary 20. Existing land-cover general consists of open grassy areas with some thick brush, weeds, and trees. Elevations range on the site from approximately 295' Mean Sea Level (MSL) to approximately 305 ' MSL. The Brazos County soil maps, as reported on the NRCS Web Soil Survey web- based program, indicates that the studied area is primarily comprised of Type C and D soils. These soils generally consist of clays or silty clay/sand mixtures with low absorption rates. Pre-development runoff, from the 176.043 parent tract, flowed through a series of existing stock ponds and then into a well-defined creek that develops along the southern property line of the subje<(t parent tract. Peach Creek South Tributary 20 is well defined and pristine in nature downstream of these existing stock ponds. At current or post-development conditions, runoff is conveyed by means of overland flow or by systems of underground storm drainage that discharges runoff into Pond 1. Pond 1 is a retention/detention pond with a normal pool elevation of 308.00' and a maximum berm or ponding elevation of 312.50'. Runoff is then routed through Pond 1, via a trapezoidal shaped weir, and into Pond 2. Pond 2 is "dry" pond with a bottom elevation of303.00' and a maximum berm or ponding elevation of309.34'. Runoff routed through Pond 2 is then discharged through a double barrel box culvert and into Pond 3. Pond 3 is a retention/detention pond with a normal pool elevation of 302.00' and a maximum berm or ponding elevation of 306.64'. Runoff routed through Pond 3 is then discharged through a double barrel box culvert and into Pond 4. Pond 4 is "dry" pond with a bottom elevation of 295.50' and a maximum berm or ponding elevation of 301.00'. Runoff routed through Pond 4 is then discharged through a trapezoidal weir and into the headworks Peach Creek South Tributary 20. A more descriptive analysis and explanation of these tiered detention facility networks is provided in Section 6 of the original Drainage Study (prepared by RME on March 8, 2007). Section 3, Phase Two is downstream of these four (4) detention pond system and is in the ''undetained" portion of the watershed. However, detention for new impervious cover, within this development, was accounted for in this original study and design. Therefore, no additional detention will be required for this phase. 260-0531 Drainage Report-S3P2.docx Page -2 Creek Meadows -Section 3, Phase Two Drainage Study 1.4 FEMA Information: RME Consulting Engineers June 9, 2014 The entire master planned Creek Meadow Subdivision does not lie within mapped 100- year floodplain as graphically depicted by the Federal Emergency Management Agency (FEMA) -Flood Insurance Rate Map (FIRM) Community/Panel number 480083 0325E, with an effective date of May 16, 2012. However, with the original Drainage Study for Creek Meadows -Section IA & lB (dated March 8, 2007), RME performed a hydraulic analysis of Peach Creek South Tributary 20 between Royder Road and upstream to the called Pond 4 of Creek Meadows. The resulting proposed 100-year floodplain is illustrated in plan view on the Preliminary Plat and as stated before is contained in the "Attachment -Section 1.0" portion of the report. This floodplain model was updated to included the Greens Prairie Trail box culvert improvements, constructed with the new elementary school, and is reflected on the Final Plat of Creek Meadows -Section 3, Phase Two. As illustrated a small portion of Section 3, Phase Two does contain the resulting 100-year floodplain. 2.0 WATERSHEDS & DRAINAGE AREAS 2.1 Detention Facility Watershed: As previously discussed, the Creek Meadow Subdivision and subject development (Section 3, Phase Two) is located in a watershed of Peach Creek South Tributary 20. This Drainage Report will not include the hydrologic/hydraulic modeling of detention facilities and floodplain evaluation. Detailed analysis and reports of these detention facilities can be examined in the original Drainage Study (prepared by RME on March 8, 2007) for Section lB. However, considerations for detention storage and development requirements were provided for with this development in the subdivision's detention facilities. 2.2 Sub-drainage Basins for Storm Sewer Collection System: For analysis of the internal storm drainage system, the Storm Sewer Drainage System "E" (as identified in the original study) was further broken into smaller sub-drainage areas so that individual curb inlets, grate inlets, and conveyance elements could properly be designed and analyzed. The Storm System "E" -Drainage Area Map, illustrates these sub-drainage areas, and is located in the "Attachment -Section 2.0" portion of this Drainage Study. Additional the driveway culverts, necessary for Shady Brook Lane, will be installed along the northside bar-ditch of Greens Prairie Trail (GPT). The GPT Bar- Ditch -Drainage Area Map, illustrates this drainage area, and is located in the "Attachment -Section 2.0" portion of this Drainage Study. The sub-drainage areas, per system, are briefly described below. Please note that when sub-drainage areas abutted or received runoff from future phases the hydrologic model reflected the worse-case scenario for that receiving node. Dependent upon location dictated whether existing drainage conditions were modeled or future development 260-0531 Drainage Report-S3P2.docx Page-3 Creek Meadows -Section 3, Phase Two Drainage Study RME Consulting Engineers June 9, 2014 conditions were modeled. This is due to the fact that at future development conditions some receiving system's node areas will be significantly decreased. • System E -Drainage system for portion of Creek Meadow Blvd. North located in Section IB, Phase One, Silver Brook Court, located in Section IB, Phase Four, and all phases of Section Three; • GPT: Bar-Ditch -Drainage area that will convey runoff through the GPT northside bar-ditch; • Lot 1, Block One of Section 3, Phase Two -Additional on-site detention maybe necessary for development on this lot. • Lot l, Block One of Section IB, Phase One-This area is included in both System "E" and the GPT: Bar-Ditch Drainage Area. Additional on-site detention maybe necessary for development on this lot so that the capacity of Storm Sewer System "E" and the recently regarded GPT Bar-Ditch capacity is not exceeded; 3.0 HYDROLOGIC MODELING 3.1 Rational Formula and Methodology: The Rational Method (Q=CIA) is one of the more frequently used methods to determine the peak runoff from a watershed and is typically reliable for small watersheds ( < 50 acres). The Rational Method generates hydrologic data based on drainage area geometrics, surface conditions, and rainfall intensities. The Rational Method will be employed to determine these sizes of watershed's runoff values, for the sub-drainage areas for the internal storm drain systems, and it is explained further as: Q=CIA where, Q = peak runoff rate (cubic feet per second); C = runoff coefficient -This represents the average runoff characteristics of the land cover within the drainage area and is a dimensionless coefficient. Runoff coefficients are interpolated from either Table C-2 or C-3 of the USDG; I = average rainfall intensity (in/hr); A = area of land that contributes storm water runoff to the area of study (acres); RUNOFF COEFFICIENT (C): The runoff coefficient (C) for various sub-drainage basins was estimated from the USDG, Table C-2 and C-3 by comparison of runoff surface types to percentage of land coverage and total drainage area. Calculations for these weighted runoff coefficients are included in the "Attachment-Section 4" section of this Drainage Study. TIME OF CONCENTRATION "T&": The Time-of-Concentration (Tc) for each sub-drainage basin is used to determine the intensity of the rainfall event for the corresponding drainage basin. Time-of- Concentration is defined as the time required for the surface runoff to flow from the most 260-053 l Drainage Report-S3P2.docx Page-4 Creek Meadows -Section 3, Phase Two Drainage Study RME Consulting Engineers June 9, 2014 remote point in a watershed to the point of analysis. The Tc is the summation of the flow time for shallow overland flow and/or concentrated flow to the lower reach of the watershed. Overland sheet flow is a method developed by Overton and Meadows and is typically used for flow distances of 300 feet or less. Concentrated flows are estimated by velocities determined by use of the Manning's Equation. These two types of flow time calculations are further explained as follows. Calculations for these Tc's are included in the relative Section contained with the "Attachment -Section 4" section of this Drainage Study. The minimum Tc used for any drainage area will 10.0 minutes. where, T =travel time (hours); n =Manning's roughness coefficient -This represents the flow-ability of runoff across and surface and is a dimensionless coefficient These coefficients are obtained from Table C-5 of the USDG; Pi= ith-year recurrence interval for the 24-hour rainfall depth (inches) -Rainfall depths are obtained from Table C-6 of the USDG; S =land slope (feet/foot) Shallow Concentrated Flow, T = D + (60V) T =Travel time (minutes); D = Flow distance (feet); where, V = Average velocity of runoff (ft/sec) -These values are determined from interpolation velocities recorded in Table C-4 of the USDG; Table #1 -"Tu-Overland Sheet Flow" and Table #2 -"Ta-Shallow Concentrated Flow" illustrates the flow travel times for each segment of the sub-drainage basin in respect to the condition of the flow. The Tc's for each sub-drainage basin where then computed and are summarized below in Table #3 -"Tc Summary". Drainage Areal.D. A TABLE#l Ttl -Overland Sheet Flow Travel Time (Tc) i--~~+-~~~~_,_.._~.._--__._~~ ....... ~~ 0.057 TABLE#2 Tt2 -Shallow and/or Concentrated Flow Shallow (Grassed) Shallow (Channel) Shallow (Cree k) Flow Average Flow Average Flow Averag e Distance Velocity Distance Velocity Distance Velo city (DI I) (Dl) 1) (D2 (V 2) 586 l.5 1855 3.3 0 0. 0 260-0531 Drainage Report-S3P2.docx Time (Tc) 16.02 Page -5 Creek Meadows -Section 3, Phase Two Drainage Study RME Consulting Engineers June 9, 2014 1) Unpaved Shallow Flow average velocities were estimated using the following equation V = 16.135*S05 where, V =fps S = average slope Assumptions -Manning's N = 0.05 & HydrauJfo radius= 0.4 ft 2) Paved Shallow Flow average velocities were estimated using the following equation V = 20.328*S05 where, V =fps S =average slope Assumptions -Manning's N = 0.025 & Hydraulic radius = 0.2 ft TABLE#3 Tc SUMMARY Combined Drainage Overland Channel Flow Tc Area I.D. Flow Time Time (min) A 0.057 16.02 19.4 Note: If not noted above the minimum Tc utilized will be ten (10) minutes. RAINFALL INTENSITY (I): Rainfall intensities (I) are the average rate of rainfall in inches per hour for a given rainfall event. The duration of "I" is assumed to occur at the computed Time-of- Concentration for each respective drainage basin. Rainfall intensities can be determined by use of intensity-duration-frequency (IDF) curves or from intensity equations which are provided in the TxDOT Hydraulic Manual. 3.2 Stormwater Runoff Quantities: Stormwater runoff quantities were calculated, using the Rational Method, with the assistance of the Hydrologic/Hydraulic stormwater modeling program WINSTORM, produced by TxDOT. These runoff conditions are at post-development conditions and their supporting data are contained the "Attachment-Section 4" ofthis Drainage Report. The hydraulic calculations for the driveway culvert required for Shady Brook Lane is computed in Rational Method DA "A" and is located in the "Attachment -Section 3.0" portion of this Drainage Study. 4.0 STORM DRAINAGE SYSTEM The "system criteria" listed below in the follow sub-sections are only the main highlights of the CoCS -USDG. The proposed development and drainage improvements are designed and analyzed in full accordance with the criteria outlined in this manual. 4.1 Street Drainage SYSTEM CRITERIA: 1. The maximum velocity of street flow shall not exceed 10 fps. At "T" street intersection the flow velocity will be checked on the stem of the "T". The minimum velocity shall be maintained by keeping a gutter slope of0.60% or greater; 260-0531 Drainage Report-S3P2.docx Page-6 Creek Meadows -Section 3, Phase Two Drainage Study RME Consulting Engineers June 9, 2014 2. The depth of flow shall be limited to the top of the curb for the design flow (10-year rainfall event) and shall be contained within the right-of-way during the 100-year rainfall event: a. Local Streets -The design storm in local streets shall be limited to the top of crown or the top of curb, whichever is less; b. Collector Streets -Design storm flow in collector streets shall be limited so that one 12-foot wide area at the center of the street will remain clear of water; 3. Curb inlets shall be placed in a manner to ensure that the design storm flows are intercepted along street legs in advance of the curb returns. For intersection types of Collector to Local the curb inlets shall be placed along the local legs. For intersection types of Local to Local it is preferred that the curb inlets be located along two legs. METHODOLGY & CONCLUSIONS: The hydraulic analysis, for street drainage with straight crowns, and corresponding results were determined by using the following equation for triangular channels. Corresponding flows for the studied locations were extracted from the WINSTORM hydraulic program, for stormwater modeling. This TxDOT program's typical use is for modeling gravity stormwater systems. The Winstorm data is summarized, for each system, under the Winstorm -Hydraulic Computations (reference "Attachment -Section 4.0" portion of the report). Flow Depth, Y = {Qn I [(0.56z*S6•5)]}318 where, Y =depth of flow (ft); Q = gutter discharge (cubic feet per second); z =reciprocal of the crown slope (ft/ft); S = street or gutter slope (ft/ft); n =Manning's roughness coefficient (typically 0.012); Flow Velocity, V = [(1.49+n) * (R213 * S112)] where, V =velocity of flow (fps); R =hydraulic radius (cross-sectional area/wetted perimeter); S =street or gutter slope (ft/ft); n =Manning's roughness coefficient (typically 0.012); Street drainage depths, for the both the design storm and 100-year rainfall event, are summarized below in Table #4 -"Street Drainage Summary". 260-0531 Drainage Report-S3P2.docx Page -7 Creek Meadows -Section 3, Phase Two Drainage Study TABLE#4 STREET DRAINAGE SUMMARY RME Consulting Engineers June 9, 2014 l0·TK IUU·TK 10-YR 100-YR Gutter Flow Flow 10-YR 100-YR RunoffQ RunoffQ Slope Depth Depth Velocity Velocity Location (cfs) (ell;) (ft/ft) (ft) (ft) (fos) <fos) Shady Brook Pass -CJ. "E12" 4.982 6.754 0.006 0.30 0.34 2.10 Shady Brook Pass -C.I. "El3" (see note #4) 2.040 2.766 0.006 0.22 0.24 1.68 Shady Brook Pass -C.I. "El4" (see note #5) 5.664 7.715 0.0075 0.30 0.34 2.35 Shady Brook Pass -C.I. "EIS" 1.878 2.532 0.006 0.21 0.23 1.64 Shady Brook Ln -CJ. "E16" (see note #6) 2.267 3.056 0.006 0.23 0.25 1.72 Shady Brook Ln -CJ. "El 7" (see note #6) 4.062 5.506 0.006 0.28 0.31 1.99 Street Drainage Notes: l. Design calculations are with a n=0.018 and z=33.3 (cross-slope of3.00%); 2. Runoff rates illustrated are from the Winstorm program. These Q's are the total runoff values being conveyed in the gutter immediately upstream of the identified inlet. For curb inlets at grade, the total runoff is input in lieu of that inlet's intercept capacity; 3. The maximum allowable depth, during the design storm (excluding "El4" & "El5" = 0.50'), for all streets is 0.42'. The maximum allowable depth, during the 100-year event (excluding "E14" & "E15" = 0.62'), for all right-of-ways is 0.54'; 4. Drainage Area "E 13" is split by 50% of flow to simulate flow from both direction of the cul-de-sac bulb; 5. Drainage Area "El4" is reduced by 33% of flow to simulate the majority of flow coming from the intersection with Shady Brook Lo; 6. Drainage Area "El7" & "EIS" are split by 50% of flow to simulate flow from both directions ofthe street; 4.2 Storm Drain Inlets SYSTEM CRITERIA: 1. All curb inlets within this project are specified as recessed curb inlets with gutter depressions. Curb inlets that are located on streets with less than a 1 % longitudinal slope shall be analyzed as curb inlets at sumps; 2. At any developments scenario and analyzed rainfall event, up to the 100-year frequency, the ponding depth at the inlet shall not exceed 24"; METHODOLGY & CONCLUSIONS: The hydraulic analysis, for curb inlet sizing, and corresponding results were determined by using the following equation from the USDG, Table C-8 of Appendix C. Corresponding flows for the studied locations were extracted from the WINSTORM hydraulic program, for stormwater modeling. This TxDOT program's typical use is for modeling gravity stormwater systems. The Winstorm data is summarized, for each system, under the Winstorm -Hydraulic Computations (reference "Attachment-Section 4.0" portion of the report). Required Curb Length (on grade), L =Kc Q0·42S0.J(l-:-(nSe))0·6 where, L =calculated curb length requirement (ft); Se= Substitution for Sx which is the cross slope of the road (ft/ft); Kc = 0.6 (coefficient); 260-0531 Drainage Report-S3P2.docx Page -8 2.26 1.81 2.54 1.77 1.85 2.15 Creek Meadows -Section 3, Phase Two Drainage Study RME Consulting Engineers S = street or gutter slope (ft/ft); a= gutter depression depth (ft); W =width of gutter depression (ft); Eo = ratio of frontal :flow to total gutter :flow (estimated at 0.50) Required Curb Length (at sag), L =QI (3.0*y15) where, L =calculated curb length requirement (ft); Q = gutter discharge (cubic feet per second); y =total depth of water or head on the inlet (ft); June 9, 2014 ' Curb inlet sizing, for the both the design storm and 100-year summarized below in Table #5 -"Curb Inlet Summary". rainfall event, are Location -Curb Inlet 1.0. Shady Brook Pass -CJ. "EI2" Shady Brook Pass -C.l. "EI3" Shady Brook Pass -C.l. "EI4" Shady Brook Pass -C.l. "El 5" Shady Brook Lane -C.l. "E16" Shady Brook Lane -C.l. "l:il7" Curb Inlet Notes: TABLE#5 CURB INLET SUMMARY Curb Inlet T e Sag Sag Sag Sag Sag Sag 10-YR RunotfQ cfs 4.982 4.079 8.453 1.878 4.533 8.123 100-YR RunotfQ cfs 6.754 5.531 11.515 2.532 6.111 11.012 Gutter Slope ft/ft 0.006 0.006 0.006 0.006 0.006 0.006 IOU-YR d Required IO-YR Require Length ft 5.22 4.27 8.86 1.97 4.75 8.51 Length (ft) 7.08 5.79 12.06 2.65 6.40 11.54 Provided Length (ft) 10 10 15 5 10 15 1. Design calculations are with a standard gutter depression depth (a) of0.33' an d standard depression width (W) of2'; 2. 3. 4. Design calculations are with a n=O.O 18 and a standard cross-sectional slope of Curb inlets analyzed at sags will utilize the depth (y) of 6" unless otherwise no Curb inlets at grade were allowed to be undersized so long as the downstre 3.0% (0.03 ft/ft); ultimate receiving sag inlet could accommodate conveyed flows; 5. Inlets at sags where reduced by 10% (opening) to account for clogging; 4.3 Storm Drain Conduits SYSTEM CRITERIA: ted; am gutter section and 1. Storm drainage systems are designed to convey the design storm an the 100-year rainfall event. An gravity over-flow route, contained way or public drainage easement, has been provided so that condm to convey the 100-year storm can "spill" over into these over-:flo situations that are hazardous to life, property, or public infrastructur d analyzed during within the right-of- ·ts that are unable w systems so that e is prevented; 2. For the design storm the minimum :flow velocity in a conveyance e lement shall not be less than 2.5 fps and not greater than 15.0 fps; 3. Roughness coefficients for storm sewer pipes were assigned at 0.01 High Density Poly-Ethylene (HDPE) pipe and 0.013 for RCP; 2 for smooth-lined 4. Junction boxes were provided at all changes in conduit size and changes. Where junction box spacing exceeded 300 feet for 54' smaller, and 500' for pipes exceeding 54" in diameter, additional m grade or alignment ' diameter pipe, or anhole holes were provided to maintain the desired spacing; 260-0531 Drainage Report-S3P2.docx Page -9 - Creek Meadows -Section 3, Phase Two Drainage Study RME Consulting Engineers June 9, 2014 5. Storm sewer conduits with a diameter of 18" through 24" were hydraulically analyzed with a 25% reduction in cross-sectional area to compensate for potential partial blockage. Therefore 18" sized pipes were input as 1.30' diameter pipe and 24" sized pipes were inputted as a 1. 73' diameter pipe; 6. Conveyance elements were sized so that the design storm's hydraulic grade line would equal to or less than 12" below the respective curb inlet curb elevation; 7. Free-open area of all grate inlets were reduced by 25% to compensate for cloggage; TAIL WATER CONSIDERATIONS: Tailwater for the storm drainage system was set at a free-discharge condition equal to the outlet pipe soffit elevation unless the downstream receiving system's tailwater surcharged the pipe. In this case, since the size ratio of the primary system (drainage area of upstream Detention Ponds 1-4 at ultimate development conditions) and Storm Sewer System "E" are less than a ratio of 10: 1, the design storm and analyzed storm were set to that of the equal water surface elevation of the unnamed tributary immediately downstream of Pond 4. Therefore the design storm, 10-year event, had a TW=297.91 ', and the analyzed storm, 100-year event, had a TW=298.45' for both systems. METHODOLGY & CONCLUSIONS: The hydraulic analysis, for storm drain conduits, and corresponding results were determined by using the WINSTORM hydraulic program, for stormwater modeling. This TxDOT program's typical use is for modeling gravity stormwater systems. The Winstorm data is summarized, for each system, under the Winstorm -Hydraulic Computations (reference "Attachment -Section 4.0" portion of the report). Also, for graphical illustration purposes the hydraulic grade line (HGL), for the IO-year and 100- year, are identified on ST-01 thru ST-02 Street & Drainage Plan/Profile of the construction drawings (see "Attachment -Section 4.0" portion of the report). Storm drain conveyance elements and system, for the design storm (10-year rainfall event) and analyzed storm (100-year rainfall event), are summarized below in Table #6 - "Storm Drainage Summary". As illustrated the HGL of this system is contained within the storm sewer pipe completely during both studied rainfall events (with exception noted on Comment #3 -Table #6). 260-0531 Drainage Report-S3P2.docx Page -10 Creek Meadows -Section 3, Phase Two Drainage Study TABLE#3 STORM DRAINAGE SUMMARY Pipe Size US Node DS Node Diameter Velocity Capacity RunoffQ USHGL ID ID (in) (fos) (cfs) (cfs) (ft) SYSTEM "E" -10 YR RAINFALL E-1 E-2 24 5.31 17.46 7.44 305.08 E-2 E-3 24 5.62 17.46 9.00 304.83 E-3 E-4 24 4.64 21.90 10.90 304.37 E-4 E-5 24 6.35 17.76 16.05 301.57 E-5 E-6 36 6.62 51.02 18.29 300.12 E-6 J-1 36 2.97 81.61 20.18 299.47 J-1 E-15 48 4.31 98.29 54.12 299.16 E-15 E-12 48 4.95 95.65 62.26 298.88 E-12 E-13 48 5.92 98.38 74.34 298.71 E-13 0-lE 48 6.09 96.75 76.55 298.05 E-7 E-8 36 6.24 47.45 17.68 303.89 E-8 J-3 30 7.07 32.90 20.12 302.61 J-3 E-9 30 4.91 35.88 20.12 300.99 E-10 E-9 24 4.48 13.60 7.69 299.69 E-9 J-4 30 7.33 32.93 32.63 299.67 E-11 J-4 24 1.59 11.67 3.14 299.23 J-4 J-1 36 5.09 45.71 34.62 299.23 E-14 E-15 24 2.69 22.80 8.45 298.93 J-2 E-12 30 2.35 24.73 11.51 298.76 E-16 J-2 30 2.35 19.80 I l.51 298.92 E-17 E-16 30 4.90 45.71 34.62 299.50 SYSTEM "E" -100 YR RAINFALL E-1 E-2 24 5.52 17.46 10.15 305.26 E-2 E-3 24 6.04 17.46 12.28 305.04 E-3 E-4 24 4.83 21.90 14.88 304.58 E-4 E-5 24 6.99 17.76 21.96 302.07 E-5 E-6 36 3.95 51.02 25.02 301.04 E-6 J-1 36 3.91 81.61 27.62 301.02 J-1 E-15 48 5.90 98.29 74.13 300.79 E-15 E-12 48 6.79 95.65 85.36 300.28 E-12 E-13 48 8.11 98.38 101.95 299.96 E-13 0-lE 48 8.36 96.75 105.06 298.72 E-7 E-8 36 5.09 47.45 24.13 304.14 E-8 J-3 30 5.60 32.90 27.47 304.11 J-3 E-9 30 5.60 35.88 10.43 303.10 E-10 E-9 24 4.44 13.60 44.65 302.12 E-9 J-4 30 9.10 32.93 4.25 301.97 E-11 J-4 24 l.81 11.67 47.40 301.05 J-4 J-1 36 6.71 45.71 11.52 301 .01 E-14 E-15 24 3.67 22.80 15.61 300.37 J-2 E-12 30 3.18 24.73 15.61 300.36 E-16 J-2 30 3.18 19.80 11.01 300.35 E-17 E-16 30 2.24 45.71 34.62 300.35 Storm Drainage System Notes: RME Consulting Engineers June 9, 2014 US Top of Curb Diff Elev. (ft) (ft) 307.36 -2.28 307.61 -2.78 307.61 -3.24 304.28 -2.71 304.28 -4.16 304.00 -4.53 303.08 -3.92 301.62 -2.74 301.48 -2.77 299.50 -l.45 306.93 -3.04 306.93 -4.32 304.28 -3.29 302.23 -2.54 302.23 -2.56 302.45 -3.22 302.69 -3.46 301.62 -2.69 301.55 -2.79 300.28 -1.36 300.28 -0.78 307.36 -2.10 307.61 -2.57 307.61 -3.03 304.28 -2 .21 304.28 :3.24 304.00 -2.98 303.08 -2.29 301.62 -1.34 301.48 -1.52 299.50 -0.78 306.93 -2.79 306.93 -2.82 304.28 -1.18 302.23 -0.11 302.23 -0.26 302.45 -1.40 302.69 -1.68 301.62 -1.25 301.55 -1.19 300.28 0.07 300.28 0.07 1. All storm sewer system outfalls are specified with velocity dissipaters at the headwall; 2. Pipe 11 is existing and oversized; 3. The allowable ponding depth at Curb Inlet E-16 & E-17, within the right-of-way of Shady Brook Lane, is -0.54' which is greater than the 100-year ponding depth required (0.07'); 260-053 l Drainage Report-S3P2.docx Page -11 Creek Meadows -Section 3, Phase Two Drainage Study 4.4 Culverts SYSTEM CRITERIA: RME Consulting Engineers June 9, 2014 1. Drainage culverts shall be designed to convey the 25-year storm and analyzed during the 100-year rainfall event; 2. For the design storm, the discharge velocity shall not exceed 6.0 fps; 3. Roughness coefficients for storm sewer pipes were assigned at 0.012 for smooth-lined High Density Poly-Ethylene (HDPE) pipe and 0.013 for RCP; TAIL WATER CONSIDERATIONS: Tailwater for the drainage culverts were determined by calculating the water surface elevation of the open-channel immediately downstream of the structure using the Normal Depth equation. METHODOLGY & CONCLUSIONS: The hydraulic analysis, for drainage culverts, and corresponding results, were determined by using the HY-8 (developed by the Federal Highway Adminstration) hydraulic program for storm water modeling. This TxDOT program's typical use is for modeling gravity drainage culverts. The HY-8 data is summarized, for each culvert, under the HY-8 -Hydraulic Computations (reference "Attachment -Section 4.0" portion of the report). Drainage culverts are summarized below in Table #7 -"Culvert Summary". Since the outlet velocity exceeds 6.0 fps (in most cases) rock rip-rap will be placed at the outfall. TABLE#7 CULVERT SUMMARY Rainfall Pipe Size Lowest Event Diameter Velocity RunoffQ HWE!ev. Pvmt Elev. Free board in s cfs ft ft ft CULVERT Cl 2 2-30 5.88 31.l 299.95 302.05 2.10 5 2-30 6.38 38.5 300.27 302.05 1.78 10 2-30 6.58 43.6 300.38 302.05 1.67 25 2-30 7.03 49.9 300.68 302.05 1.37 50 2-30 7.43 56.7 300.96 302.05 1.09 100 2-30 7.62 59.1 301.09 302.05 0.96 260-0531 Drainage Report-S3P2.docx Page -12 Creek Meadows -Section 3, Phase Two Drainage Study 5.0 CERTIFICATION RME Consulting Engineers June 9, 2014 "This report for the drainage design of Creek Meadows -Section 3, Phase Two was prepared by me (or under my supervision) in accordance with provisions of the Bryan/College Station Unified Drainage Design Guidelines for the owners of the property. All licenses and permits required by any and all state and federal regulatory agencies for the proposed drainage improvements have been issued." 260-0531 Drainage Report-S3P2.docx Rabon Metcalf, P .E. State of Texas P.E. No. 88583 Texas Firm Registration No. F-4695 Page -13 Section 1.0 GENERAL INFORMATION Section 3.0 HYDROLOGIC MODELING Rational Method Calculations GENERAL INFORMATION Description: DRAINAGE AREA "A" Drainage Area (ApRE) = 13.62 acres TIME OF CONCENTRATION <Tc) GIVEN Coefficient of Runoff (CPRE) = 0.50 ft **NOTE: Minimum Tc allowed = 10 min. 2 YEAR FREQUENCY. RATE OF DISCHARGE (Q) Coefficient (e) = 0.806 Coefficient (b) = 65 Coefficient (d) = 8 5 YEAR FREQUENCY. RATE OF DISCHARGE (Q) Coefficient (e) = 0.785 Coefficient (b) = Coefficient (d) = 76 8.5 10 YEAR FREQUENCY, RATE OF DISCHARGE (Q) Coefficient ( e) = 0.763 Coefficient (b) = 80 Coefficient (d) = 8.5 25 YEAR FREQUENCY, RATE OF DISCHARGE (Q) Coefficient ( e) = 0.754 Coefficient (b) = 89 Coefficient ( d) = 8.5 50 YEAR FREQUENCY, RATE OF DISCHARGE (Q) Coefficient ( e) = 0.745 Coefficient (b) = 98 Coefficient ( d) = 8.5 100 YEAR FREQUENCY, RATE OF DISCHARGE (Q) Coefficient (e) = 0.73 Coefficient (b) = 96 Coefficient (d) = 8 260-0531 Rational Method-Updated.xlsx RESULT Tc(PRE) = Rainfall Intensity (12) = Q2= Rainfall Intensity (15) = Q5= Rainfall Intensity (110) = Q1o= Rainfall Intensity (125) = Q25= Rainfall Intensity (15o) = <lso = Rainfall Intensity (1100) = Q100 = 19.2 min. 4.536 in/hr 31.1 cfs 5.604 in/hr 38.5 cfs 6.346 in/hr 43.6 cfs in/ 7.274 hr 49.9 cfs 8.252 i%r 56.7 cfs 8.611 in/hr 59.1 cfs 8-1 Section 4.0 STORM DRAINAGE SYSTEM HY-8 Analysis Results Culvert Summary Table -Culvert 1 Culvert Crossing: Crossing 3 Total Culvert Headwa Inlet Outlet Flow Dischar Dischar ~er !Control !Control Type ge (cfs) ge (cfs) Elevatio Depth(tt: Depth(ft) ~ (ft) 31.10 31.10 1299.95 1.98 1.13 6-FFc 33.90 33.90 1300.06 2.09 1.25 6-FFc 36.70 36.70 1300.16 2.19 1.39 5-FFc 39.50 39.50 300.27 2.30 1.52 6-FFc 42.30 42.30 1300.38 2.41 1.65 6-FFc 45.10 45.10 1300.49 2.52 1.79 6-FFc 47.90 47.90 1300.60 12.63 1.94 6-FFc 49.90 49.90 1300.68 2.71 2.04 6-FFc 53.50 53.50 1300.83 2.86 2.24 6-FFc 56.30 56.30 300.96 >.99 2.39 5-FFc 59.10 59.10 1301.09 3.12 2.55 6-FFc Normal !Critical butlet rrailwate Depth Depth Pep th Depth (ft) (ft) ft) ft) 1.17 1.33 1.33 1.04 1.24 1.39 1.39 1.08 1.30 1.45 1.45 1.12 1.36 1.51 1.51 1.16 1.41 1.56 1.56 1.20 1.47 1.61 1.61 1.24 1.53 1.66 1.66 1.27 1.58 1.70 1.70 1.30 1.66 1.76 1.76 1.34 1.72 1.80 1.80 1.38 1.78 1.85 1.85 1.41 Outlet Tailwate Velocity r ft/s) Velocity ft/sl 5.88 3.68 6.07 3.77 5.23 3.85 6.38 3.93 6.58 4.00 6.76 4.07 6.92 4.13 7.03 4.18 7.23 4.25 7.43 4.31 7.62 4.36 WinStorm (STORM DRAIN DESIGN) PROJECT NAME : 260 JOB NUMBER 0438 stmOutput.txt Version 3.05, Jan. 25, 2002 Run @ 6/9/2014 11:50:50 AM PROJECT DESCRIPTION : Section 3, Phase One -System "E" DESIGN FREQUENCY ANALYSYS FREQUENCY MEASUREMENT UNITS: 10 Years 100 Years ENGLISH OUTPUT FOR DESIGN FREQUENCY of: 10 Years =========================================== Runoff Computation for Design Frequency. ============================================================================= ID C Value E-1 0.55 0.55 E-2 0.755 0.96 0.55 -3 0.755 0.96 0.55 E-4 0.55 0.55 E-5 0.55 0.55 E-6 0.55 0.55 E-7 0.42 0.55 0.35 E-8 0.769 0.96 0.35 E-9 0.55 0.55 E-10 0.55 0.55 E-11 0.755 0.96 0.55 E-12 0.55 E-13 0.55 0.55 Area Tc Tc Used (min) (acre) (min) 2.56 26.63 26.63 2.56 Single family 0.40 11. 49 11. 49 0.20 Pavement 0.20 Single family 0.49 12.03 12.03 0.24 Pavement 0.24 Single family 1. 90 21. 60 21. 60 1. 90 Single family 0.80 13.50 13.50 0.80 Single family 0.70 14.88 14.88 0.70 Single family 8.19 28.00 28.00 2.86 Single family 5.33 Undeveloped 0.64 10.00 10.00 0.44 Pavement 0.20 Undeveloped 2.60 18.00 18.00 2.60 Single family 2.13 18.00 18.00 2.13 Single family 0.56 14.00 14.00 0.28 Pavement 0.28 Single family 1. 38 18.00 18.00 1.13 18.00 18.00 1.13 Single family Intensity (in/hr) 5.29 8.14 7.98 5.96 7.57 7.22 5.14 8.63 6.56 6.56 7.44 6.56 6.56 Page 1 Supply Q (cfs) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total Q (cfs) 7.444 2.446 2.944 6.214 3.341 2.773 17.678 4.252 9.386 7.689 3.144 4.982 4.079 E-14 15 -16 E-17 0.55 0.75 0.75 0.55 2.80 0.29 0.70 2.25 25.00 10.00 10.00 18.00 Sag Inlets Configuration Data. stmOutput.txt 25.00 10.00 10.00 18 .00 5.49 8.63 8.63 6.56 0.000 0.000 0.000 0.000 8.453 1. 878 4.533 8.123 ================================================================================== Inlet ID E-1 E-2 E-3 E-4 E-5 E-6 E-9 E-10 E-11 E-12 E-13 E-15 E-16 -17 -14 Inlet Length/ Grate Type Perim. Area (ft) (sf) Grate 12.30 Curb 10.00 Curb 10.00 Curb 15.00 Curb 5.00 Curb 5 .00 Curb 10.00 Curb 10.00 Curb 5.00 Curb 10.00 Curb 15.00 Curb 5.00 Curb 10.00 Curb 10 .00 Curb 10.00 9.00 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Sag Inlets Computation Data. Left-Slope Long Trans (%) (%) 1.00 3.00 0 .60 3 .00 0.50 3.00 0.60 3.00 0.60 3.00 0.50 3 .00 0.75 3.00 0.75 3.00 0.75 3.00 0.60 3.00 0.60 3.00 0.60 3.00 0 .60 3 .00 0.60 3.00 0.60 3.00 Right-Slope Long Trans Gutter n DeprW (ft) (%) (%) 0.50 0.50 0.60 0.60 0.60 1. 05 0.75 0.75 1. 00 0.60 0.60 0.60 0.60 0.60 0.60 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3 .00 0.018 3.00 0.018 3.00 0.018 3.00 0.014 3.00 0.014 3.00 0.018 3.00 0.018 3.00 0.018 3.00 0.018 n/a 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 Depth Allowed (ft) 0.50 0.50 0.50 0.50 0.50 0.50 0.39 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Critic Elev. (ft) 307.36 307.61 307 .61 304.28 304.28 304.00 302.23 302.23 302.45 301. 4 8 299.44 301.62 300.28 300.28 301. 62 ================================================================================ Inlet Inlet ID Type E-1 E-2 E-3 E-4 E-5 E-6 E-9 E-10 E-11 E-12 E-13 E-15 E-16 E-17 E-14 Grate Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Length Grate Perim Area (ft) (ft) (sf) n/a 10.00 10.00 15.00 5.00 5.00 10.00 10.00 5.00 10.00 15.00 5.00 10.00 10.00 10.00 12.30 9.00 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Total Q Inlet Capacity (cfs) (cfs) 7.444 2.446 2 .944 6.214 3.341 2.773 9.386 7.689 3.144 4.982 4.079 1. 878 4.533 8.123 8.453 Page 2 12.082 10.327 10.327 14.393 6.261 6.261 7.114 10.327 6.261 10.327 14.393 6.261 10.327 10.327 10.327 Total Head (ft) 0.337 0.191 0.217 0.286 0.329 0.290 0.469 0.411 0.316 0.308 0.216 0.224 0.289 0.426 0.438 Ponded Width Left Right (ft) (ft) 8.70 8.20 7.00 6.37 8.83 6.85 8.50 11. 89 7.30 8.23 7.63 6.30 8.73 10.90 11. 03 9.90 6.55 8.77 10.70 3.87 7.73 12.84 7.90 6.93 8.23 7.63 6.30 8.73 10.90 11. 03 stmOutput .txt ulative Junction Discharge Computations ================================================================================= Node I. D . E-1 E-2 E-3 E-4 E-5 E-6 J-1 J-2 E-7 E-8 E-9 E-10 E-11 E-12 E-13 JB 3 JB 4 E-15 E-16 -17 -14 0-lE Node Type Grate Curb Curb Curb Curb Curb JnctBx JnctBx JnctBx JnctBx Curb Curb Curb Curb Curb JnctBx JnctBx Curb Curb Curb Curb Outlt Weighted C-Value 0 .550 0 .578 0 .603 0 .584 0.580 0.577 0 .520 0.597 0 .420 0.445 0.482 0.550 0 .755 0 .535 0.535 0.445 0.493 0.526 0 .597 0.550 0 .550 0 .535 Cumulat. Cumulat . Intens . Dr .Area (acres) 2 .56 2.96 3.44 5 .34 6 .14 6.84 20 .96 2 .95 8 .19 8.83 13 .56 2 .13 0.56 28.38 29.51 8 .83 14 .12 24 .05 2.95 2 .25 2.80 29.51 Tc (min) 26.63 26.79 26 .99 27 .95 28.05 28.23 29 .70 18 .17 28.00 28 .22 29 .41 18.00 14.00 30.40 30 .95 28 .22 29 .58 30 .17 18 .17 18 .00 25 .00 30 .95 (in/hr) 5 .29 5.28 5 .25 5 .15 5 .14 5.12 4 .97 6.53 5 .14 5.12 4 .99 6.56 7 .44 4.90 4.84 5.12 4 .98 4 .92 6 .53 6 .56 5.49 4.84 Conveyance Configuration Data User Additional Supply Q Q in Node cfs) (cfs) 0.000 0 .000 0.000 0.000 0 .000 0 .000 0 .000 0 .000 0 .000 0.000 0.000 0 .000 0 .000 0.000 0 .000 0.000 0.000 0.000 0 .000 0 .000 0.000 0 .000 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 Total Disch . (cfs) 7.444 9.004 10 .904 16.053 18 .290 20.183 54.123 11. 512 17 .678 20.116 32.627 7 .689 3.144 74.341 76.551 20 .116 34.617 62.264 11. 512 8.123 8 .453 76.551 ================================================================================== Run# Node I.D. 1 2 3 4 5 6 7 8 9 10 11 12 US DS E-1 E-2 E-3 E-4 E-5 E-6 J-1 E-15 E-12 E-13 E-7 E-8 E-2 E-3 E-4 E-5 E-6 J-1 E-15 E-12 E-13 0-lE E-8 JB 3 Flowline Elev. US DS (ft) (ft) 304 .17 303.81 303 .37 300.07 298 .88 298 .41 295 .40 294.40 293 .89 292.64 302.62 301.20 303 .91 303.47 300 .17 299 .88 298.51 296 .40 294.50 293.99 292 .74 292 .41 302 .20 299.75 Shape # Span Rise Length Slope n value Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Page 3 (ft) (ft) (ft) (%) 0 .0 0 0.00 0 .00 0 .00 0.00 0 .00 0.00 0.00 0.00 0 .00 0 .00 0.0 0 2 .00 2.00 2.00 2.00 3 .00 3 .00 4 .00 4.00 4.00 4.00 3 .00 2 .50 51.22 67 .00 401. 02 36.17 74.22 157.63 225 .66 108.56 287.82 59.52 83 .00 225.38 0 .51 0 .51 0 .80 0.53 0 .50 1. 28 0.40 0 .38 0.40 0.39 0.51 0.64 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0 .013 0.013 13 5 16 17 18 19 20 21 JB 3 E-10 E-9 E-11 JB 4 E-1 4 J-2 E-16 E-17 E-9 E-9 JB 4 JB 4 J-1 E-15 E-12 J-2 E-16 299.65 298 .75 297 .62 298 .15 296 .60 296.86 295.64 296.21 296 .41 stmOutput .txt 297.72 298.48 297.10 297 .87 296 .40 296 .50 295 .39 295 .74 296 .31 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 0 .00 0 .00 0.00 0 .00 0 .00 0.00 0.00 0 .00 0.00 2 .50 1. 73 2 .50 1. 73 3 .00 2 .00 2.50 2.50 2.50 Conveyance Hydraulic Computations . Tailwater = 297.910 (ft) 296 .12 34 .50 80 .69 57.01 50 .00 35 .44 68.81 236 .71 40 .41 0 .65 0 .78 0 .64 0.49 0.40 1. 02 0 .36 0.20 0.25 0 .012 0 .013 0 .013 0.012 0 .012 0.013 0 .013 0 .012 0 .013 =================================~================================================ Hydraulic Gradeline Depth Run# US Elev DS Elev Fr .Slope Unif . Actual 1* 2* 3* 4 5* 6* 7* 8* 9* 1* 12* 13* 14* 15 16* 17 18* 19 20 21 (ft) (ft) (%) (ft) (ft) 305.08 304.83 304 .37 301. 57 300.12 299.47 299.16 298 .88 298.71 298.05 303.89 302.61 300.99 299.69 299.67 299.23 299.23 298.93 298.76 298.92 298.94 304 .83 304.49 301 .57 301. 32 299.75 299 .16 298.88 298.71 298.05 297 .91 303.47 301 .16 299 .67 299.67 299.23 299.23 299 .16 298.88 298 .71 298.76 298 .92 0.092 0.135 0 .198 0 .429 0 .064 0 .078 0.121 0 .160 0 .228 0 .242 0 .070 0 .240 0 .205 0.250 0.633 0.036 0.229 0.140 0 .079 0 .067 0 .039 0.91 1. 02 1. 00 1. 50 1. 24 1. 02 2.13 2 .34 2.59 2.69 1. 27 1. 41 1. 34 0.93 2 .03 0 .61 1. 97 0 .84 1.19 1. 37 1. 09 0. 92 1. 02 1. 40 1. 50 1. 24 2 .76 4.00 4.00 4 .00 4 .00 1. 27 1. 41 1. 95 1.19 2.13 1. 36 2 .76 2 .00 2.50 2 .50 2 .50 Velocity Unif . Actual (f/s) (f/s) 5 .32 5 .62 6 .94 6 .35 6 .62 9.57 7.98 8 .14 8 .62 8 .53 6 .24 7 .07 7 .52 5 .95 7.64 4 .20 7 .04 6 .71 4 .99 4 .19 3.93 5 .31 5 .62 4 .64 6 .35 6.62 2.97 4.31 4 .95 5 .92 6.09 6 .24 7 .07 4 .91 4 .48 7 .33 1. 59 5 .09 2.69 2.35 2.35 1. 65 Q (cfs) 7 .44 9 .00 10.90 16 .05 18 .29 20 .18 54 .12 62.26 74 .34 76 .55 17 .68 20.12 20 .12 7.69 32 .63 3 .14 34 .62 8 .45 11. 51 11. 51 8 .12 Cap (cfs) 17.46 17.46 21.90 17 . 76 51. 02 81.61 98.29 95 .65 98.38 96 .75 47 .45 32 .90 35 .88 13.60 32.93 11. 67 45 .71 22 .80 24.73 19 .80 20.41 June Loss (ft) 0 .000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 .000 0.000 0.000 0 .000 0.000 0.000 0.000 ================================================================================== OUTPUT FOR ANALYSYS FREQUENCY of: 100 Years ============================================= Runoff Computation for Analysis Frequency. ============================================================================= ID C Value Area Tc (acre) (min) Tc Used (min) Intensit y (in/hr) Page 4 Supply Q (cfs) Total Q (cfs) 1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 E-9 E-10 E-11 c.-12 E-13 E-14 E-15 E-16 E-17 0 .55 0.55 0.755 0 .96 0.55 0.755 0 .96 0.55 0.55 0 .55 0 .55 0 .55 0.55 0 .55 0. 42 0.55 0.35 0.769 0.96 0 .35 0.55 0.55 0.55 0 .55 0.755 0 .96 0.55 0.55 0.55 0.55 0.55 0.75 0.75 0 .55 2.56 2.56 0.40 0 .20 0 .20 0.49 0 .24 0 .24 1. 90 1. 90 0.80 0.80 0.70 0.70 8.19 2.86 5 .33 0.64 0.44 0 .20 2 .60 2 .60 2.13 2 .13 0 .56 0.28 0.28 1. 38 1.13 1.13 2.80 0.29 0 .70 2 .25 stmOutput.txt 26.63 26 .63 Single family 11.49 11.49 Pavement Single family 12.03 12 .03 Pavement Single family 21.60 21.60 Single family 13.50 13.50 Single family 14 .88 14 .88 Single family 28 .00 28 .00 Single family Undeveloped 10 .00 10 .00 Pavement Undeveloped 18.00 18 .00 Single family 18 .00 18.00 Single family 14 .00 14 .00 Pavement Single family 18.00 18.00 18.00 18 .00 Single 25 .00 10 .00 10.00 18 .00 family 25 .00 10 .00 10 .00 18 .00 7.22 10 .98 10.77 8 .10 10.22 9.77 7.02 11. 64 8 .90 8 .90 10 .05 8 .90 8 .90 7.48 11. 64 11. 64 8 .90 Sag Inlets Configuration Data. 0 .000 0 .000 0 .000 0 .000 0 .000 0.000 0 .000 0.000 0 .000 0.000 0 .000 0 .000 0 .000 0 .000 0.000 0 .000 0 .000 10.152 3.300 3.975 8.446 4.515 3.750 24.129 5 .731 12.726 10.425 4.250 6.754 5.531 11.515 2 .532 6.111 11. 012 ================================================================================== Inlet ID E-1 E-2 E-3 E-4 E-5 E-6 E-9 Inlet Length/ Grate Type Perim. Area (ft) (sf) Grate 12.30 Curb 10.00 Curb 10 .00 Curb 15 .00 Curb 5 .00 Curb 5 .00 Curb 10.00 9 .00 n /a n /a n/a n/a n /a n /a Left-Slope Long Trans ( % ) ( % ) 1.00 3 .00 0 .60 3.00 0.50 3.00 0.60 3 .00 0 .60 3.00 0 .50 3 .00 0.75 3.00 Right-Slope Long Trans Gutter n DeprW (ft) (%) (%) 0.50 0.50 0.60 0 .60 0.60 1. 05 0 .75 Page 5 3 .00 0 .014 3.00 0 .014 3.00 0 .014 3.00 0 .014 3 .00 0 .014 3.00 0.014 3.00 0 .018 n/a 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 Depth Allowed · (ft) 0.50 0.50 0 .50 0 .50 0 .50 0 .50 0.39 Critic Elev. (ft) 307.36 307.61 307.61 304 .28 304 .28 304.00 302.23 E-10 11 -12 E-13 E-15 E-16 E-17 E-14 Curb 10.00 Curb 5.00 Curb 10.00 Curb 15.00 Curb 5.00 Curb 10.00 Curb 10.00 Curb 10.00 n/a n/a n/a n/a n/a n/a n/a n/a Sag Inlets Computation Data. stmOutput.txt 0.75 3.00 0.75 3.00 0.60 3.00 0.60 3.00 0.60 3.00 0.60 3.00 0.60 3.00 0.60 3.00 0.75 1. 00 0.60 0.60 0.60 0.60 0.60 0.60 3.00 0.018 3.00 0.018 3.00 0.014 3.00 0.014 3.00 0.018 3.00 0.018 3.00 0.018 3.00 0.018 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 1. 50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 302.23 302.45 301. 48 299.44 301.62 300.28 300.28 301.62 ================================================================================ Inlet Inlet ID Type E-1 E-2 E-3 E-4 E-5 E-6 E-9 E-10 E-11 E-12 E-13 15 D-16 E-17 E-14 Grate Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Length Grate Perim Area (ft) (ft) (sf) n/a 10.00 10.00 15.00 5.00 5.00 10.00 10.00 5.00 10.00 15.00 5.00 10.00 10.00 10.00 12.30 9.00 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Total Q Inlet Capacity (cfs) (cfs) 10.152 3.300 3.975 8.446 4.515 3.750 12.726 10.425 4.250 6.754 5.531 2.532 6.111 11.012 11.515 12.082 10.327 10.327 14.393 6.261 6.261 7.114 10.327 6.261 10.327 14.393 6.261 10.327 10.327 10.327 Cumulative Junction Discharge Computations Total Head (ft) 0.415 0.234 0.265 0.350 0.402 0.355 0.575 0.503 0.386 0.377 0.264 0.273 0.352 0.522 0.538 Ponded Width Left Right (ft) (ft) 9.80 9.17 7.85 7.13 9.90 7.65 9.50 13.34 8.20 9.23 8.57 7.03 9.77 12.20 12.40 11.14 7.30 9.83 12.00 4.33 8. 67 14.39 8.85 7.77 9.23 8.57 7.03 9.77 12.20 12.40 ================================================================================= Node I. D. E-1 E-2 E-3 E-4 E-5 E-6 J-1 J-2 E-7 E-8 E-9 E-10 Node Type Weighted C-Value Grate 0.550 Curb 0.578 Curb 0.603 Curb 0.584 Curb 0.580 Curb 0.577 JnctBx 0.520 JnctBx 0.597 JnctBx 0.420 JnctBx 0.445 Curb 0.482 Curb 0.550 Cumulat. Cumulat. Intens. Dr.Area (acres) 2.56 2.96 3.44 5.34 6.14 6.84 20.96 2.95 8.19 8.83 13.56 2.13 Tc (min) 26.63 26. 78 26.96 27.86 27.94 28.11 29.58 18.16 28.00 28.21 29.32 18.00 (in/hr) 7.22 7.20 7.17 7.04 7.03 7.00 6.80 8.86 7.02 6.99 6.84 8.90 Page 6 User Supply Q cfs) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Additional Q in Node (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Disch. (cfs) 10.152 12.283 14.882 21. 954 25.018 27.619 74.131 15.615 24.129 27.469 44.652 10.425 stmOutput.txt E-11 Curb 0.755 0.56 14.00 10.05 0.000 0.00 4.250 12 Curb 0.535 28.38 30.23 6.72 0.000 0.00 101.954 -13 Curb 0.535 29.51 30.76 6.65 0.000 0.00 105.062 JB 3 JnctBx 0.445 8.83 28.21 6.99 0.000 0.00 27.469 JB 4 Jn ct Bx 0.493 14.12 29.47 6.82 0.000 0.00 47.405 E-15 Curb 0.526 24.05 30.02 6.74 0.000 0.00 85.360 E-16 Curb 0.597 2.95 18.16 8.86 0.000 0.00 15.615 E-17 Curb 0.550 2.25 18.00 8.90 0.000 0.00 11.012 E-14 Curb 0.550 2.80 25.00 7.48 0.000 0.00 11.515 0-lE Outlt 0.535 29.51 30.76 6.65 0.000 0.00 105.062 --------------------------------------------------------------------------------- Conveyance Configuration Data ================================================================================== Run# Node I.D. Flowline Elev. US OS US OS Shape # Span Rise Length Slope n value 1 2 3 4 5 6 7 8 0 11 12 13 14 15 16 17 18 19 20 21 E-1 E-2 E-3 E-4 E-5 E-6 J-1 E-15 E-12 E-13 E-7 E-8 JB 3 E-10 E-9 E-11 JB 4 E-14 J-2 E-16 E-17 E-2 E-3 E-4 E-5 E-6 J-1 E-15 E-12 E-13 0-lE E-8 JB 3 E-9 E-9 JB 4 JB 4 J-1 E-15 E-12 J-2 E-16 (ft) (ft) 304.17 303.81 303.37 300.07 298.88 298.41 295.40 294.40 293.89 292.64 302.62 301.20 299.65 298.75 297.62 298.15 296.60 296.86 295.64 296.21 296.41 303.91 303.47 300.17 299.88 298.51 296.40 294.50 293.99 292.74 292.41 302.20 299.75 297.72 298.48 297.10 297.87 296.40 296.50 295.39 295.74 296.31 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 (ft) (ft) (ft) (%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2.00 2.00 2.00 3.00 3.00 4.00 4.00 4.00 4. 00 3.00 2.50 2.50 1. 73 2.50 1. 73 3.00 2.00 2.50 2.50 2.50 51. 22 67.00 401.02 36.17 74.22 157.63 225.66 108.56 287.82 59.52 83.00 225.38 296.12 34.50 80.69 57.01 50.00 35.44 68.81 236.71 40.41 0.51 0.51 0.80 0.53 0.50 1. 28 0.40 0.38 0.40 0.39 0.51 0.64 0.65 0.78 0.64 0.49 0.40 1. 02 0.36 0.20 0.25 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.013 0.013 0.012 0.013 0.013 0.012 0.012 0.013 0.013 0.012 0.013 Conveyance Hydraulic Computations. Tailwater = 298.450 (ft) ================================================================================== Hydraulic Gradeline Depth Run# US Elev DS Elev Fr.Slope Unif. Actual 1* 2* (ft) (ft) (%) (ft) (ft) 305.26 305.04 305.04 0.172 304.70 0.251 1. 09 1. 23 1.13 1. 23 Page 7 Velocity Unif. Actual (f/s) (f/s) Q (cfs) Cap (cfs) June Loss (ft) 5.77 6.04 5.52 10.15 17.46 0.000 6.04 12.28 17.46 0.000 stmOutput.t xt 3* 304.58 302.07 0.369 1. 21 1. 90 7.48 4.83 14 .88 21.90 0.000 302 .07 301.55 0 .802 2.00 2.00 6.99 6 .99 21. 95 17.76 0 .000 Ir 301.04 301.02 0.120 1. 48 2 .51 7.22 3.95 25.02 51. 02 0.000 6* 301. 02 300.79 0 .146 1. 20 3 .00 10.45 3 .91 27.62 81. 61 0 .000 7* 300 .79 300.28 0 .227 2.59 4 .00 8.60 5 .90 74.13 98 .29 0 .000 8 300.28 299.96 0.301 2 .94 4.00 8 .63 6.79 85 .36 95 .65 0.00 0 9 299 .96 298.72 0 .429 3.38 4.00 9.01 8 .11 101. 95 98 .38 0.000 10 298 .72 298 .45 0 .456 3 .75 4.00 8.58 8.36 105.06 96.75 0.000 11* 304 .14 304.11 0.131 1. 52 1. 91 6.69 5 .09 24.13 47.45 0.000 12* 304 .11 303.10 0 .448 1. 74 2.50 7.54 5 .60 27.47 32.90 0 .000 13* 303.10 301.97 0.382 1. 64 2 .50 8.04 5 .60 27 .47 35.88 0.000 14* 302.12 301.97 0.460 1.14 1. 73 6.38 4 .44 10.43 13.60 0 .000 15 301. 97 301.01 1.185 2.50 2.50 9.1 0 9.10 44 .65 32.93 0.000 16* 301 .05 301.01 0.065 0.72 1. 7 3 4 .5 7 1. 81 4 .25 11. 67 0.000 17 301.01 300.79 0.430 2 .53 3.00 7 .45 6 .71 47.40 45.71 0.000 18* 300.37 300.28 0 .259 1. 01 2 .0 0 7 .26 3 .6 7 11. 52 22.80 0.000 19 300 .06 299.96 0 .145 1. 45 2.50 5.31 3.18 15.61 24.73 0.000 20 300 .35 300.06 0 .123 1. 68 2 .50 4.45 3 .18 15 .61 19.80 0.000 21 300 .38 300.35 0 .072 1. 31 2 .5 0 4.23 2 .24 11. 01 20.41 0.000 ===================================END============================================ * Super critical flow . NORMAL TERMINATION OF WINSTORM . Warning Messages for current project: Runoff Frequency of: 10 Years ~rate inlet in sag Id=E-1 has a % reduction safety factor 10 Capacity of sag inlet exceeded at inlet Id= E-9 Decreasing condu it size @ downstream Run# 12 Discharge decreased downstream node Id= JB 3 Previous intensity used. Discharge decreased downstream node Id= J-2 Previous intensity used . Runoff Frequency of : 100 Years Grate inlet in sag Id=E-1 has a % reduction safety factor = 10 Computed right ponded width exceeds allowable width at inlet Id= E-9 Capacity of sag inlet exceeded at inlet Id= E-9 Computed left ponded width exceeds allowable width at inlet Id= E-10 Capacity of sag inlet exceeded at inlet Id= E-10 Capacity of sag inlet exceeded at inlet Id= E-17 Capacity of sag inlet exceeded at inlet Id= E-14 Decreasing conduit size @ downstream Run# 12 Discharge decreased downstream node Id= JB 3 Previous intensity used. Discharge decreased down stream node Id= J-2 Previous intensity used. Run# 10 Insufficient capacity. Run# 9 Insufficient capacity. Upstream hydraul ic gradel ine exceeds critical elevat ion at node Id= E-16 Upstream hydraulic gradeline exceeds critical elevation at node Id= E-17 Run# 17 Insufficient capacity . Run# 15 Insufficient capacity . Page 8 strnOutput.txt Run# 4 Insufficient capacity. Page 9 ' { -.. ... :. Water & Sanitary Sewer Report FOR CREEK MEADOWS SUBDIVISION Section 3, Phase Two College Station Brazos County, Texas June 9, 2014 Prepared For: Creek Meadow Partners, L.P. c/o Oldham Goodwin Group, LLC 2800 South Texas Avenue, Suite 401 Bryan, TX 77802 Prepared By: RME Consulting Engineers Texas Firm Registration No. F-4695 P.O. Box 9253 College Station, TX 77845 RME No. 260-0531 Water & Sanitary Sewer Report FOR CREEK MEADOWS SUBDIVISION Section 3, Phase Two College Station Brazos County, Texas June 9, 2014 Prepared For: Creek Meadow Partners, L.P. c/o Oldham Goodwin Group, LLC 2800 South Texas Avenue, Suite 401 Bryan, TX 77802 Prepared By: RME Consulting Engineers Texas Firm Registration No. F-4695 P.O. Box 9253 College Station, TX 77845 RME No. 260-0531 Water & Sanitary Sewer Report CREEK MEADOWS SUBIDIVISION Section 3, Phase Two College Station Brazos County, Texas TABLE OF CONTENTS: PAGE 1.0 General Information ...................................................•.................................................................................. 1 1.1 Scope of Report and Proposed Development .......................................................................................... 1 1.2 Site and General Location ....................................................................................................................... 2 1.3 Description of Existing Conditions .......................................................................................................... 2 1.4 Existing Water Distribution System ........................................................................................................ 2 1.5 Existing Sanitary Sewer Collection System ............................................................................................ 3 2.0 Water System Improvements ........................................................................................................................ 3 2.1 Proposed Water System Configuration .................................................................................................... 3 2.2 Domestic Water Supply Requirements .................................................................................................... 4 2.3 Fire Flow Requirements .......................................................................................................................... 4 2.4 Hydraulic Modeling Methodology .......................................................................................................... 4 2.5 Modeling Results & Conclusions ............................................................................................................ 4 3.0 Sanitary Sewer Improvements ...................................................................................................................... 5 3.1 Proposed Sanitary Sewer Configuration .................................................................................................. 5 3.2 Sanitary Sewer Flow Calculations ........................................................................................................... 5 3.3 Hydraulic Modeling Methodology .......................................................................................................... 6 3.4 Modeling Results & Conclusions ............................................................................................................ 6 ATTACHMENTS: Vicinity Map Proposed Water System Map KYPIPE Hydraulic Analysis Data Proposed Sanitary Sewer System Map WINSTORM Hydraulic Analysis Data 260-0531 Water-Sewer Report-S3P2.docx Page-i Water & Sanitary Sewer Report CREEK MEADOWS SUBIDIVISION Section 3, Phase Two College Station Brazos County, Texas 1.0 GENERAL INFORMATION 1.1 Scope of Report and Proposed Development: This report addresses the water and sanitary sewer improvements for the Creek Meadows Subdivision Section 3, Phase Two development conditions. This new development will consist of 26 lots and one (I) commercial lot. Currently, the subject site is undeveloped with rural residential subdivision surrounding most of the proposed master planned subdivision. Within the master planned subdivision of Creek Meadows, and at the time of this report, the following phases are fully built and accepted by the City of College Station or nearing construction completion: • Section IA, Phase One & Two; • Section IB, Phase One thru Four (all phases); • Section 2, Phase IA, lB, & 3; • Section 2, Phase 2 (under construction); • Section 3, Phase One; • Section 4, Phase I, 2A, 2B, 2C, 3A & 4; • Section 5, Phase One; • Section 5, Phase Two (under construction); The proposed development and correlating water and sanitary sewer improvements are designed and analyzed in accordance with the criteria outlined in the "B/CS Unified Technical Specifications and Design Guidelines" (UTSDS) manual of the City of College Station (CoCS) and Chapters 290 & 3 I 7 of the Texas Commission on Environmental Quality (TCEQ) Rules & Regulations. 1.2 Site and General Location: The proposed development, Creek Meadows Subdivision (Section 3, Phase Two) consists of a 14.455 acre tract of land wholly contained within a I 71.043 acre parent tract of the master planned subdivision. The parent tract is bordered by Greens Prairie Trail to the East, Royder Road to the South and Southwest, and Greens Prairie Road West to the West. Adjacent developments, all of which are rural residential, consist of Royder Ridge to the South, Woodlake to the East, and Wellborn Oaks to the Northeast. Access to the subdivision will be accomplished by Royder Road, Greens Prairie Trail and Greens Prairie Trail West. The subject development, Creek Meadows Subdivision -Section 3, Phase Two, is generally south of the platted Greens Prairie Trail West. A Vicinity Map, for this project site, is provided and is located in the "Attachment" portion of this manual. This map is being provided as an aid in locating the site. 260-0531 Water-Sewer Report-S3P2.docx Page -1 Creek Meadows Subdivision -Section 3, Phase Two Water & Sanitary Sewer Report RME Consulting Engineers June 9, 2014 Drawings describing the work and its specific locations are contained in the Construction Drawings prepared by RME Consulting Engineers, College Station, Brazos County, TX. These Construction Drawings are included as part of this Water & Sanitary Sewer Report by reference. 1.3 Description of Existing Conditions: The 171.043-acre parent tract, which contains the proposed development of Creek Meadows Subdivision (Section 3, Phase Two), is a moderately well sloping (approximately 1.5%) undeveloped site with natural and improved drainage systems that convey runoff to Peach Creek South Tributary 20. Post-development runoff, from the site, flows through proposed and existing storm sewer, to this tributary that meanders along the subdivision's western property line. The proposed development area is unimproved with land-cover general consists of open grassy areas with some thick brush, weeds, and trees along the unnamed tributary. Elevations range on the master planned subdivision from approximately 295 ' Mean Sea Level (MSL) to approximately 305' MSL. 1.4 Existing Water Distribution System: The project site is moderately well served by existing water lines. The utility provider, for water service, will be Wellborn S.U.D. The existing water supply lines are summarized as follows: I. A 16" water line borders along the entire northeast and northwest property line of the 171. 04 3 acre parent tract. The northwest section of this 16" water line parallels Greens Prairie Road West and is wholly contained within a 15' and 16' Public Utility Easement. A portion of this water line was relocated due to right-of-way dedication of Section I A, Phase One of Creek Meadows; 2. A 12" PVC water line extends along the entire east property line of the 171.043 acre parent tract and parallels Greens Prairie Trail. This 12" water line is connected to the before mentioned 16" water line and is wholly contained within a 15 ' Public Utility Easement; 3. A 6" PVC water line meanders along the prescriptive right-of-way of Royder Road which was installed in the fall of 2007 and replaced an existing 2" and 3" water line; 4. In addition to these primary trunk "supply" lines numerous 8", 6", 4" and 3" supply lines have been installed through Section IA, Phase One and Two, Section IB (all phases), Section Four (Phase 1, 2A-2C, 3A & 4), Section 2, Phase IA & IB, and Section 3, Phase One. The KYPIPE model reflecting these existing improvements will be expanded upon to integrate the proposed improvements scheduled for Section 3, Phase Two. Flow tests were obtained from the Wellborn S.U.D. from a fire hydrant installed along the 12" PVC water line that is located on the east side of Greens Prairie Trail and parallel to the subject property's west boundary line. This fire hydrant was installed at the tie-in point of the 8" PVC waterline located across from North Creek Meadow Boulevard. Since the time of the original flow test the fire hydrant has been removed and this 8" waterline extension has been installed. This flow test was conducted on 260-0531 Water-Sewer Report-S3P2.docx Page-2 Creek Meadows Subdivision -Section 3, Phase Two Water & Sanitary Sewer Report RME Consulting Engineers June 9, 2014 December 28, 2006 by Wellborn S.U.D. by Mr. Steven Cast and witnessed by this office. The flow data is summarized below in Table #1 -Flow Test Data. TABLE#l FLOW TEST DATA Flow Pilot Static Fire Static Hydrant Reading Flow Hydrant Pressure No. Location m No. (psi) FH "A" Greens Prairie Trail 67 1360 Res. 74 Residual Pressure (psi) 70 ~~~~~--~~--Note: The reported flow is from the 2.5" nozzle of the identified flow hydrant; 1.5 Existing Sanitary Sewer Collection System: The proposed sanitary sewer collection system, for Section 3, Phase Two, will discharge into a proposed and/or existing collection system and ultimately to the Creek Meadow Lift Station, constructed in Section lB. From the Creek Meadow Lift Station sanitary sewer is then pumped, via a 6" PVC force main, to the existing collection system of the Castlegate Subdivision, Section 6. The Section lB sanitary sewer collection system, Creek Meadows Lift Station, and associated improvements, have been approved by the CoCS-Planning & Development Services at the time of this report have been constructed, inspected and accepted by CoCS. Subsequently this sewer study will also be in accordance with the approved CM & CG2 F orcemain & Lift Station Study (dated 9/11/13). 2.0 WATER SYSTEM IMPROVEMENTS 2.1 Proposed Water System Configuration: A existing 6" water line was installed and terminated with a blow-off valve at the existing north end of Shady Brook Pass (Section lB, Phase 4). Also, there is an existing 12" water line on the south side of Greens Prairie Trail. These termini were intended for the future extension of water distribution into the subject development. A proposed 8" water line, within the subject development, will be extended and connect to the existing 6" water line and loop to the existing 12" water line. The general requirements of the UTSDG for water line design layout are briefly listed as follows: • 4" water lines will be installed where the service length is less than or equal to five hundred (500') feet; • 6" water lines may be allowed up to a maximum of 1,500 feet in length and must connect at each end to an 8 inch or larger main and shall have no more than 2 fire hydrants or flushing points. Where it is not possible to meet this requirement, a 6- inch main may be extended to a maximum of 800 feet in length and shall terminate with a fire hydrant or blow-off assembly; • Fire hydrants will be installed so that no residence is greater than five hundred (500') from a hydrant. Each fire hydrant will be analyzed to provide a fire flow of 1,000 gpm. 260-0531 Water-Sewer Report-S3P2.docx Page -3 Creek Meadows Subdivision -Section 3, Phase Two Water & Sanitary Sewer Report RME Consulting Engineers June 9, 2014 As mentioned earlier the water distribution system will provide fire protection and domestic water service. The Water System Map is included in the "Attachment" portion of this report and more fully details the proposed water system improvements. The proposed water lines, and appurtenances, will be constructed and installed in accordance with the UTSDG. Unless specifically identified on the Construction Drawings, the proposed water lines will be of type PVC A WW A C900 DRl 4 water line pipe. Public utility lines will be installed in existing public utility easements or placed in proposed public utility easements which will be dedicated by plat or by separate instruments. 2.2 Domestic Water Supply Requirements: An average daily water consumption of 1.5 gpm per connection or dwelling unit will be utilized for analysis of the proposed water distribution system at normal conditions. During static conditions a minimum 35 psi pressure rating will be maintained. 2.3 Fire Flow Requirements: The fire flow demand, for the proposed development, will require that each residence be protected by a minimum 1,000 gpm. During fire flow conditions the minimum static pressure shall not be less than 20 psi. 2.4 Hydraulic Modeling Methodology: As allowed in the UTSDG a water distribution computer model was used to determine pressure and flow results for the proposed water system. The hydraulic analysis and corresponding results were determined by using the KYPIPE hydraulic program, for water systems. Using the calculated domestic water demand and fire flow requirements, the proposed water system was analyzed, with KYPIPE, to determine if it met the minimum design criteria set forth in the UTSDG. These minimum criteria are summarized as follows. Since the irrigation is relatively small in comparison to other flows , and infrequent in use, it was not considered in the analysis. 1. Under normal flow conditions the residual pressures in the area, serviced by the proposed system, must meet TCEQ requirements at all times thus providing a minimum static pressure of 35 psi; 2. During fire flow conditions, the proposed system and adjacent infrastructure must provide the required fire flow with a minimum residual pressure of 20 psi; 3. At all analyzed conditions, no water line shall have a velocity greater than 12 fps in both existing and proposed mains; 2.5 Modeling Results & Conclusions: Utilizing the original KYPIPE model and expanding it to include Section 3, Phase Two water demands, and fire flow requirements, for the proposed water system improvements, and adjacent infrastructure, it was determined to adequately meet or positively exceed the minimum design standards. KYPIPE Hydraulic Analysis Dat~ resulting from both 260-0531 Water-Sewer Report-S3P2.docx Page-4 Creek Meadows Subdivision -Section 3, Phase Two Water & Sanitary Sewer Report RME Consulting Engineers June 9, 2014 domestic water demands and all fire flow conditions are contained in this report in the "Attachment" portion. Resulting summary information for both conditions are illustrated below in Table #2 -Water System Summary and identify the "worse-case" location in the proposed distribution system (lowest pressure node or highest velocity in pipe). The entire water system model, for each scenario is fully contained with the KYPIPE Hydraulic Analysis Data. TABLE#2 WATER SYSTEM SUMMARY PIPE DATE NODE DATA Scenerio KYPIPE Section I Pipe Size Flow Velocity Node Number Name Phase (in) (imm) (fps) Name DOMESTIC FLOW CONDITION P-41 IB/1 6 36.00 1.63 J-1 FIRE FLOW CONDITIONS 1 P-30 SIBP4 6 445.83 5.06 J-1 2 P-17 Exist 12 929.51 2.64 J-1 Domestic Flow Scenario: 1. Domestic design flows at completion of Section 3, Phase Two; Fire Flow Scenario: 1. 1,000 gpm from FH-31 -Section 3, Phase Two; 2. 1,000 gpm form FH-32 -Section 3, Phase Two; 3.0 SANITARY SEWER IMPROVEMENTS 3.1 Proposed Sanitary Sewer Configuration: Residual Pressure (psi) 67.15 67.11 67.11 The proposed sanitary sewer collection system, for Creek Meadows -Section 3, Phase Two, will consist of a 6" sanitary sewer line extension. These sanitary sewer line extensions will be expansions of the existing Creek Meadows collection system which conveys sewer in a generally southern direction to the subdivision Lift Station located on the south side of Greens Prairie Trail near the southwest comer of the master planned subdivision. The Sanitary Sewer System Map is included in the "Attachment" portion of this report and more fully details the proposed sanitary sewer system improvements. The proposed sanitary sewer lines, and appurtenances, will be constructed and installed in accordance with the UTSDG. Unless specifically identified on the Construction Drawings, the proposed sanitary sewer lines will be of type PVC SDR-26, ASTM D3034 sewer line pipe. Public utility lines will be installed in existing public utility easements or placed in proposed public utility easements which will be dedicated by plat or by separate instruments. 3.2 Sanitary Sewer Flow Calculations: The sanitary sewer requirements, for the master planned development, were derived by Method 2 -"Land Use Determination" of the UTSDS. Resulting average sanitary sewer flow values were calculated, for all complete or permitted phases, and the results are 260-0531 Water-Sewer Report-S3P2.docx Page -5 Creek Meadows Subdivision -Section 3, Phase Two Water & Sanitary Sewer Report RME Consulting Engineers June 9, 2014 summarized in Table #3 -"Sanitary Sewer Flows" shown below. As calculated, the ultimate Average Daily Flow (ADF) for these sections of the Creek Meadows subdivision is 147,918 gpd and a 2-Hour Peak Flow (PF) at 0.92 cfs. TABLE #3 -SANITARY SEWER FLOWS verage -our Daily Flow Dwelling Peak Flow Peak Flow Section/Phase (gpd/cap) Units (gph) (cfs) Sec. IA, Ph. I & 2 100 96 25,632 4,272 0.16 Sec. 18, Phase 1-4 100 112 29,904 4,984 0.19 Sec. 2, Ph (Ph IA-3) 100 126 33,642 5,607 0.21 Sec. 3, Ph I 100 24 6,408 1,068 0.04 Sec. 3, Ph 2 100 26 6,942 1,157 0.04 Sec. 4, Ph I, 2A, 2C 100 75 20,025 3,338 0.12 Sec. 4, Ph 3A & 4 100 39 10,413 1,736 0.06 Sec. 5, Ph I 100 30 8,010 1,335 0.05 Sec. 5, Ph 2 100 26 6,942 1,157 0.04 TOTAL EXPECTED FLOWS= 554 147,918 24,653 0.92 Flow Determination Notes: 1) Residential density is at 2.67 capita/Dwelling Unit; 2) Commercial uses were estimated at 30 capita/acre; 3) Average Daily flows, for each use, were assigned per Table Ill-"Average Wastewater Generations" per the UTSDS; 4) Peaking factor of 4.0 was applied to the Average Daily Flows to determine the Peak Flow which is used for line sizing; 3.3 Hydraulic Modeling & Methodology: As allowed in the UTSDG, a hydraulic computer model was used to determined flow results for the proposed sanitary sewer collection lines. The hydraulic analysis and corresponding results were determined by using the WINSTORM hydraulic program, for stormwater modeling. Though this TxDOT program's typical use is for modeling gravity stormwater systems it can easily be applied for hydraulic modeling of gravity sewer systems. Peak sewer flows were directly inputted at manholes in lieu of flows being generated by hydrological equations at logical locations along the proposed sewer lines. 3.4 Modeling Results & Conclusions: Using the original WINSTORM model and expanding it to include Creek Meadows - Section 3, Phase Two, sanitary sewer flows were input into the proposed sewer system and it was determined that the proposed expanded system has adequate capacity. WINSTORM Hydraulic Analysis Data, as resulting from sanitary sewer analysis, is contained in this report in the "Attachment" portion. Resulting summary information is illustrated below in Table #4-Sanitary Sewer Summary. As report above in Table #3 there are 554 dwelling units either platted or permitted for platting (which includes Section 3, Phase Two). These dwelling units will be the equivalent of 0.92 cfs (412 gpm) at Peak Flow (PF=4). Utilizing a PF=3 (Peaking Factor for design capacity of the lift station system) the flows are reduced to 310 gpm. The subdivision Lift Station has a firm pumping capacity of 315 gpm (and receiving system 260-0531 Water-Sewer Report-S3P2.docx Page-6 Creek Meadows Subdivision -Section 3, Phase Two Water & Sanitary Sewer Report RME Consulting Engineers June 9, 2014 of Castle Gate) which illustrates that this flow will be acceptable for the current pumping system. 260-0531 Water-Sewer Report-S3P2.docx Page -7 Creek Meadows Subdivision -Section 3, Phase Two Water & Sanitary Sewer Report TABLE#4 RME Consulting Engineers June 9, 2014 SANITARY SEWER SUMMARY Upstream Downstream Pipe Size Slope Q Capacity Velocity Element Element (in) (%) (cfs) (cfs) (fps) MH-1 MH~lB 8 2.00 0.31 1.73 3.73 MH-lB MH-2 8 2.00 0.33 l.73 3.77 MH-2 MH-3 8 0.62 0.33 0.96 2.46 T MH-3 MH-4 8 0.60 0.46 0.95 2.69 ,_ MH-4 MH-5 8 0.61 0.48 0.95 2.71 ,_ MH-5 MH-6 8 0.60 0.49 0.95 2.71 MH-6 MH-7 8 0.60 0.50 0.95 2.72 MH-7 MH-8 8 0.60 0.51 0.95 2.75 ,_ MH-8 MH-9 8 0.60 0.53 0.95 2.76 ..... MH-9 MH-10 8 0.60 0.55 0.95 2.81 (/) (1) MH-10 MH-11 8 0.60 0.76 0.95 3.00 c: :.:J MH-11 MH-12 8 0.60 0.78 0.95 3.00 .... MH-12 MH-13 10 0.40 0.80 1.37 2.65 (1) 3: (1) MH-13 MH-14 10 0.40 0.81 1.37 2.63 (/) ~ MH-14 MH-15 10 0.40 0.92 1.37 2.70 ro MH-15 MH-16 10 0.40 0.92 l.38 2.75 -·c: MH-16 MH-17 10 0.40 0.93 l.37 ro 2.71 (/) MH-17 MH-18 10 0.40 0.97 1.37 2.73 MH-18 MH-19 10 0.40 1.02 l.37 l.88 MH-19 MH-20 10 0.40 1.60 1.37 2.96 MH-20 MH-21 10 0.40 1.61 l.36 2.97 MH-21 MH-22 10 0.95 1.62 2.12 4.30 MH-22 MH-23 10 0.95 1.62 2.11 4.30 MH-23 MH-24 10 0.95 1.70 2.11 4.34 MH-24 MH-25 10 0.93 l.70 2.09 4.31 MH-25 LS 12 1.10 1.70 3.74 4.65 -N MH-26 MH-27 8 0.40 0.44 0.77 2.25 ~ MH-27 MH-28 8 0.40 0.49 0.77 2.34 (1) MH-28 MH-29 8 0.40 0.49 0.77 2.34 c: :.:J MH-29 MH-30 8 0.40 0.50 0.78 2.33 .... (1) ~ MH-30 MH-31 8 0.40 0.50 0.77 2.33 (/) MH-31 MH-32 8 0.40 0.50 0.77 2.33 ~ MH-32 MH-33 8 0.40 0.52 0.78 2.36 ~ ·c: MH-33 MH-34 8 0.40 0.53 0.77 2.35 ro MlI-34 MH-19 8 0.40 0.54 0.78 2.38 (/) -"S3" MH-35 MH-18 6 0.79 0.04 0.50 0.55 -MH-36 MH-37 6 1.00 0.00 0.56 0.64 ~ MH-37 MH-38 6 1.00 0.02 0.56 1.25 ~ MH-38 MH-17 6 1.00 O.o3 0.56 1.46 -"SS" MH-39 MH-11 6 1.14 0.00 0.60 0.76 -~ MH-40 MH-41 8 0.40 0.18 0.77 1.78 CJ) MH-41 MH-10 8 0.40 0.19 0.78 1.80 260-0531 Water-Sewer Report-S3P2.docx Page-8 Creek Meadows Subdivision -Section 3, Phase Two Water & Sanitary Sewer Report RME Consulting Engineers June 9, 2014 F--cp Co cp "S9" 0 ..-'!' Q) c: :.:J "$12 M ..-'[J Q) c: :.:J ..-(/') ..-a.. '<t' (/') N cp N a.. '<t' (/') ~ ~ ~ "' ... .... .. SIP2-"9!' S2P'IA -S'IAP3 ~ Ci) 2 ~ S'IAP3 Upstream Element MH-42 MH-43 MH-44 MH-45 MH-46 MH-47 MH-48 MH-49 MH-50 MH-51 MH-52 MH-53 MH-54 MH-55 MH-56 MH-57 MH-58 MH-59 MH-60 MH-61 MH-62 MH-63 MH-65 MH-66 MH-67 MH-68 MH-64 MH-73 MH-71 MH-69 MH-70 MH-72 MH-74 MH-75 MH-76 MH-77 MH-78 MH-79 MH-80 MH-81 MH-82 MH-83 TABLE#4 SANITARY SEWER SUMMARY Downstream I Pipe Size Slope I Q Capacity I Velocity Element {in) (%) (cfs) (cfs) (fps) MH-43 8 0.40 0.00 0.77 0.39 MH-3 8 0.40 0.00 0.77 0.01 MH-45 6 2.14 0.00 0.82 0.96 MH-46 MH-3 MH-45 MH-49 MH-50 MH-51 MH-52 MH-32 MH-29 MH-55 MH-56 MH-57 MH-27 MH-26 MH-58 MH-59 MH-60 MH-61 MH-59 MH-63 MH-65 MH-66 MH-67 MH-61 MH-64 MH-73 MH-66 MH-69 MH-73 MH-9 MH-76 MH-77 MH-78 MH-79 MH-80 MH-68 MH-82 MH-83 MH-84 6 6 6 6 6 6 6 8 6 6 6 6 8 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 1.00 0.98 1.01 0.90 1.01 0.99 l.00 0.40 l.00 0.80 0.80 0.80 0.40 0.40 0.80 0.80 0.53 0.31 1.00 0.80 0.80 0.50 0.50 0.80 0.80 0.80 0.80 0.80 1.80 1.00 l.52 1.38 1.55 0.80 0.80 0.80 1.52 1.17 1.69 0.05 0.09 0.01 0.00 0.00 0.01 0.02 0.02 0.00 0.00 0.02 O.Q3 0.04 0.37 0.37 0.11 0.10 O.Dl 0.24 0.23 0.23 0.20 0.19 0.08 0.08 0.07 O.Ql 0.00 0.01 0.01 0.01 0.03 0.04 0.06 0.15 0.18 0.00 0.04 0.05 0.56 0.55 0.56 0.53 0.57 0.56 0.56 0.78 0.56 0.50 0.50 0.50 0.78 0.78 0.50 0.50 0.41 0.31 0.56 0.50 0.50 0.40 0.40 0.50 0.50 0.50 0.50 0.50 0.75 0.56 0.69 0.66 0.70 0.50 0.50 0.50 0.69 0.61 0.73 1.73 2.09 1.21 0.76 0.82 l.18 1.25 0.19 0.64 0.64 1.17 1.40 0.35 2.29 2.86 1.72 0.84 0.05 2.34 2.51 2.49 2.01 2.00 1.87 1.87 1.79 0.23 0.68 1.36 0.95 1.26 1.78 1.90 1.76 2.24 2.37 0.85 1.73 2.14 260-0531 Water-Sewer Report-S3P2.docx Page -9 Creek Meadows Subdivision -Section 3, Phase Two Water & Sanitary Sewer Report RME Consulting Engineers June 9, 2014 TABLE#4 SANITARY SEWER SUMMARY Upstream uownstream Pipe :size :Slope l.J capacity Velocity Element Element (in) (%) (cfs) (cfs) (fps) S1AP4B MH-84 MH-79 6 0.89 0.08 0.53 1.96 MH-85 MH-82 6 1.50 0.01 0.69 1.36 -MH-86 MH-87 6 0.80 0.08 0.50 1.87 MH-87 MH-88 6 0.80 0.13 0.50 2.16 < MH-88 MH-89 6 0.80 0.19 0.50 2.38 ...... 0.. MH-89 MH-90 6 0.80 0.19 0.50 2.38 (.) ..... MH-90 MH-91 6 0.80 0.31 0.51 2.71 C/J MH-91 MH-92 6 0.82 0.31 0.51 2.73 MH-92 MH-1 8 1.00 0.31 1.23 2.90 MH-96 MH-40 8 0.40 0.18 0.77 1.56 ID MH-95 MH-96 8 0.40 0.17 0.78 1.54 ..... MH-97 MH-95 6 2.00 0.01 0.79 1.13 0.. I MH-94 MH-95 8 0.40 0.16 0.77 1.48 N C/J MH-93 MH-94 6 0.80 0.13 0.49 1.72 MH-98 MH-94 6 0.80 0.01 0.50 1.06 MH-99 MH-93 6 1.00 0.07 0.56 1.93 C') MH-100 MH-99 6 1.00 0.04 0.56 1.69 0.. N MH-101 MH-100 6 l.00 0.02 0.56 1.36 C/J MH-102 MH-101 6 1.00 0.01 0.56 0.86 ..... MH-35 MH-103 6 1.00 0.04 0.56 1.64 0.. MH-103 MH-104 6 1.00 O.ot 0.56 1.01 C') C/J MH-103 MH-105 6 1.00 0.03 0.56 1.46 MH-71 MH-106 6 0.80 0.07 0.46 1.67 l MH-106 MH-107 6 2.00 0.04 0.79 2.15 C') MH-107 MH-108 6 1.80 0.02 0.76 1.66 0.. '<:t" MH-106 MH-109 6 2.00 0.01 0.79 1.56 C/J MH-107 MH-110 6 1.50 0.01 0.76 1.42 "' MH-111 MH-4 6 2.00 O.ot 0.79 1.20 a.. "' MH-112 MH-7 6 1.00 O.ol 0.56 1.02 en M MH-LU MH-l~ (> u.~u U.u~ U.)4 I.SL en Sanitary Sewer Notes: 1) Velocities within a proposed pipe runs (highlighted) that are below the required 2.0 fps meet or exceed the minimum required slope for a 6" sanitary sewer, but have so little Q from the upstream lots that it is impractical to achieve the required 2.0 fps. This deviation from the B/CS standards will be noted in the B/CS Acknowledgement Letter prepared by this office; 2) Manning's "N" utilized for PVC pipe is 0.013; 260-0531 Water-Sewer Report-S3P2.docx Page-IO VICINITY MAP CREEK MEADOWS: SECTION 3, PH. TWO VICIN ·ITY MAP . . NOT TO SCALE N NOTTO SCALE WATER SYSTEM MAP KYPIPE HYDRAULIC ANALYSIS DATA DOMESTIC FLOW CONDITION * * * * * * * * * * * K Y P I P E 5 * * * * * * * * * * * * * * * * Pipe Network Modeling Software Copyrighted by KYPIPE LLC Version 5 -February 2010 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Sun Jun 08 16:47 :40 2014 Master File : c:\users\rabon metcalf\rme\projects\260-0531 egg-creek meadows- s3p2\engineering\0531-s3p2-water-060914.KYP\0531-s3p2-water-060914 .P2K ************************************************ S U M M A R Y 0 F 0 R I G I N A L D A T A ************************************************ u N I T s s P E C I F I E D FLOWRATE ............ gallons/minute HEAD (HGL) .......... feet PRESSURE ............ psig p I P E L I N E D AT A STATUS CODE : xx -CLOSED PIPE CV -CHECK VALVE p I p E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N A M E #1 #2 (ft) (in) COEFF. LOSS COEFF. -------------------------------------------------------------------------------P-1 R-1 J-1 500 .00 16 .00 135 .9163 0.74 P-2 J -1 J -44 712 .54 16.00 135.9163 3 .57 P-3 J-3 J-2 195.00 16 .00 135 .9163 0 .74 P-4 J-3 J-4 294.00 16 .00 135 . 9163 0 .74 P-5 J-4 J-6 1207.00 16.00 135 . 9163 2 .24 P-6 J-6 J-5 118.00 6.00 135 .9163 0.91 P-7 J-5 FH-3 151. 50 8.00 135 .9163 0.40 P-8 FH-3 J-7 411. 50 8.00 135 .9163 0 .74 P-9 J-7 FH-1 228.50 8.00 135 .9163 0 .40 P-10 FH-1 J-4 291.00 8.00 135.9163 0.00 P-11 J-7 J-8 161. 50 3 .00 139 .0000 0 .00 P-12 J-5 J-9 304 .00 6.00 139 .0000 6.00 P-13 J-9 FH-2 73.00 6.00 135 .9163 0.74 P-14 FH-31 J-51 384 .00 4.00 140 .0000 0 .57 P-15 FH-4 J-3 175.00 8 .00 135 .9163 0 .00 P-16 J-11 J -50a 670.00 16.00 135.9163 0.00 P-17 J-11 J-12 1320.00 12.00 135.9163 0.74 P-18 J-12 J-52 398.31 8.00 135 .9163 1.14 P-19 J-13 FH-7 172.00 8 .00 135 .9163 6.00 P-20 J-13 FH-16 344.00 8 .00 135 .9163 3.57 P-21 J-14 J-10 147 .00 3 .00 139.0000 0 .00 P-22 J-14 FH-5 65.00 8.00 135 .9163 0.40 P-23 FH-5 FH-14 204.00 8 .00 135 .9163 0.74 P-24 FH-14 J-16 134.00 8 .00 135.9163 0 .74 P-25 J-16 FH-6 153.00 8 .00 135.9163 0 .00 P-26 FH-14 J-17 268.00 3 .00 139.0000 0.00 P-27 J-16 J-18 356.00 3.00 139.0000 0 .00 P-28 FH-7 FH-15 361. 00 8.00 135.9163 0 .74 P-29 FH-15 FH-8 241. 00 6 .00 135.9163 0.74 P-30 FH-8 FH-31 290.00 6.00 135.9163 0.00 P-31 FH-15 J-21 321.00 6.00 135.9163 0.74 P-32 J-21 J-22 220.00 3 .00 139.0000 0 .00 DOMESTIC FLOW CONDITION P-33 J-21 FH-9 205.00 6.00 135. 9163 0.00 P-34 FH-9 FH-13 510.00 8.00 135 .9163 9.91 P-35 FH-13 J-23 434 .00 8.00 135.9163 6.74 P-36 FH-13 FH-10 527.00 8 .00 135.9163 9 .74 P-37 FH-10 J-25 124.00 3 .00 139.0000 0.00 P-38 FH-10 FH-11 358.00 8.00 135 . 9163 0.74 P-39 FH-11 J-26 343.00 3.00 139.0000 0.00 P-40 FH-11 FH-12 464.00 8.00 135. 9163 0 .00 P-41 FH-12 J-28 245 .00 3.00 139.0000 0.00 P-42 J-23 J-1 2842.00 4.00 139.0000 0.00 P-43 J-12 FH-32 1233.90 12.00 139.0000 0 .00 P-44 J-27 J-23 1640.00 4.00 139 .0000 0 .00 P-45 J-11 R-2 500.00 16.00 135.9163 0.00 P-46 FH-16 J-14 332 .00 8 .00 135.9163 0.00 P-47 FH-11 FH-lA 294.00 8.00 139.0000 0.74 P-48 FH-lA J-15 255 .00 3 .00 139.0000 0.74 P-49 FH-lA J-19 331. 00 6 .00 139.0000 0.74 P-50 J-19 J-24 107.00 3 .00 139.0000 0.00 P-51 J-19 FH-2A 345 .00 6.00 139.0000 0.17 P-52 FH-lA FH-3A 298.00 8 .00 139.0000 0.17 P-53 FH-3A J-29 391. 00 3.00 139.0000 0.74 P-54 FH-3A J-30 115.00 8.00 139.0000 0.57 P-55 FH-3A J-31 375.00 6.00 139.0000 0.00 P-56 J-31 FH-2A 175.50 6.00 139.0000 0.74 P-57 J-31 FH-4A 354.00 6.00 139. 0000 1.14 P-58 FH-4A J-32 121. 00 8.00 139.0000 0.00 P-59 FH-4A J-34 277 .00 8.00 139.0000 0 .74 P-60 FH-6 J-33 115. 00 8.00 137.3678 1. 14 P-61 J-33 J-35 176.00 6.00 137.3678 0.17 P-62 J-33 J-36 139.00 8.00 137.3678 0 .57 P-63 J-36 S2PlA-FH1 110. 00 8.00 137.3678 0 .57 P-64 J-36 J-38 262. 00 4.00 137 . 3678 6.17 P-65 J-32 J-39 242.00 8.00 139.0000 2.25 P-66 J-39 FH-20 301. 00 8.00 139.0000 2 .24 P-67 FH-20 J-40 219.00 8.00 139 .0000 1. 32 P-68 J-40 J -37 151.00 8.00 139.0000 1. 32 P-69 J-40 J-42 295.00 6.00 139.0000 0.17 P-70 J-42 FH-21 178.00 6.00 139.0000 0.91 P-71 FH-21 J-43 159.00 4.00 1 39 .0000 0.00 P-72 J-37 FH-22 347.00 8.00 139.0000 2 .24 P-73 FH-22 J -41 196.00 8.00 139.0000 0 .74 P-74 J-42 J-45 209 .00 6 .00 139.0000 1.14 P-75 J-45 FH-23 199 .00 6 .00 139.0000 0.74 P-76 FH-23 J-44 249 .00 6.00 139.0000 0.74 P-77 J-45 J-46 166.00 4.00 139.0000 0.17 P-78 J-37 J -47 480.00 6 .00 139.0000 1. 09 P-79 J-35 FH-24 119.00 6 .00 137 .3678 0 .57 P-80 FH-24 J-49 235.00 4 .00 137 .3678 0 .00 P-81 FH-24 J-50 245.00 6.00 137 . 3678 0 .17 P-82 J-50 J-50a 449 .00 6.00 137.3678 0 .74 P-83 J-50 FH-25 85.00 6.00 137 .3678 0.74 P-84 FH-25 FH-26 656.00 6.00 138.3882 0 .00 P-85 FH-26 J-48 174 .00 6 .00 138.3882 0 .57 P-86 J-48 J-5 159.00 8.00 138.3882 0.00 P-87 FH-28 J-55 106.00 6 .00 138. 9145 0.00 P-88 J-52 J -13 100.00 8 .00 135.9163 0 .00 P-89 J-52 FH-27 104.00 8.00 138 .3882 0.74 P-90 FH-27 J-53 514.00 8.00 138 .3882 0.57 P-91 J-53 FH-8 62 .00 8.00 138.3882 0.00 P-92 J-53 J-54 194.00 4.00 138.3882 0.00 P-93 J-30 FH-28 180 .00 8.00 138 . 9145 0 .74 P-94 FH-28 FH-29 341.00 6.00 138. 9145 0.74 P-95 FH-29 J-58 217.00 4.00 138.9145 0.00 P-96 FH-28 J-56 267.00 4.00 138.9145 0.00 P-97 FH-29 J-59 379.00 4.00 138 . 9145 0.00 P-98 J-59a FH-30 345.00 8.00 140 . 0000 6.57 P-99 FH-30 J-34 200.00 8.00 140.0000 9.40 P-100 FH-30 J-60a 240.00 8 .00 140.0000 0.57 P-101 J-60a J-61 151.00 4 .00 140.0000 0.17 P-102 J-60a S2P1A-FH1 220.00 8 .00 140 .0000 0.00 P-103 FH-31 FH-32 821. 00 8.00 140.0000 2.24 DOMESTIC FLOW CONDITION P-104 FH-32 J-27 699.10 12.00 139.0000 0.00 P-14A FH-2 J-47 417.50 6 .00 135.9163 1. 31 P-148 J-47 FH-4 394.50 6 .00 135.9163 0 .00 P-168 J-50a J-6 1000.00 16.00 137 .3678 0 .00 P-28 J-44 J-41 116.54 16.00 135.9163 0 .00 P-2C J-41 J-2 1070.93 16.00 135 .9163 0.00 P-87a J-48 J-59a 115. 00 8.00 138 .3882 0.00 N 0 D E D A T A NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gprn) (ft) (ft) --------------------------------------------------------------FH-1 0 .00 333.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0 .00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0 .00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0 .00 307.00 FH-20 10.50 326.00 FH-21 0 .00 329.00 FH-22 19.50 336.00 FH-23 9.00 338.00 FH-24 FH-24 3.00 315 .00 FH-25 FH-25 19 .50 317.50 FH-26 30 .00 321. 00 FH-27 19.50 304.00 FH-28 9.00 324.50 FH-29 12.00 330 .00 FH-30 27.00 320 .00 FH-31 10.50 302.00 FH-32 19.50 299.00 FH-lA 0.00 316.00 FH-2A 21.00 316.00 FH-3A 0.00 320.00 FH-4A 0.00 318 .00 J-1 0.00 342.00 J-2 0.00 340 .00 J-3 6 .00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7 .50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 J-10 10.50 312 .00 J-11 0.00 311. 00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12 .00 314.00 J-15 15.00 318.00 J-16 4 .50 315 .00 J-17 10.50 314.00 J-18 13 .50 313.00 J-19 15.00 313.00 J-21 18 .00 309.00 J-22 12.00 310.00 DOMESTIC FLOW CONDITION J-23 0 .00 305.00 J-24 4 .50 312.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295 .00 J-28 36.00 311. 00 J-29 22.50 322.00 J-30 0.00 322 .00 J-31 28.50 318.00 J-32 3.00 320 .00 J-33 6.00 316 .00 J-34 0.00 318.00 J-35 1. 50 316.00 J-36 9.00 316.50 J-37 3.00 331. 00 J-38 9.00 315 .00 J-39 0 .00 322.00 J-40 19.50 329.00 J-41 12.00 339 .50 J-42 18 .00 333.00 J-43 12.00 326.00 J-44 15 .00 341. 00 J-45 9.00 335.00 J-46 12.00 334.00 J-47 0.00 328 .00 J-48 15.00 324.00 J-49 12.00 314 .00 J-50 9.00 316.50 J-51 16 .50 299 .00 J-52 0.00 305 .00 J-53 6 .00 302.00 J-54 10 .50 302.50 J-55 0.00 323 .00 J -56 12 .00 326.00 J-58 12 .00 334 .00 J-59 13 .50 331.50 J-61 9.00 317 .50 J-50a 19.50 315 .00 J-59a 6 .00 323.00 J-60a 15 .00 319 .00 R-1 Wellborn Ele 342.00 497 .00 R-2 Flow Test 311. 00 497.00 S2PlA-FHl 0.00 317 .00 0 U T P U T 0 P T I 0 N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I G U R A T I 0 N NUMBER OF PIPES ................... (p} 110 NUMBER OF END NODES ............... (j} 95 NUMBER OF PRIMARY LOOPS ........... (1) 14 NUMBER OF SUPPLY NODES ............ (f) 2 NUMBER OF SUPPLY ZONES ............ (z) 1 case: O RESULTS OBTAINED AFTER 8 TRIALS: ACCURACY 0.00009 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) DOMESTIC FLOW CONDITION M.D.W. Centre -Phase One p I P E L I N E RE S U L T s STATUS CODE: xx -CLOSED PIPE CV -CHECK VALVE p I p E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ NAME u #2 LOSS LOSS VELO. 1000 1000 gpm ft ft ft/s ft/f ft/f ----------------------------------------------------------------------------------------- P-1 R-1 J-1 334.93 0 .04 0.00 0.53 0 .08 O.OB P-2 J-1 J-44 314.98 0.05 0.01 0 .50 0 .09 0 .07 P-3 J-2 J-3 105.50 0.00 0.00 0 .17 0 .01 0 .01 P-4 J-3 J-4 51.26 0 .00 0.00 O.OB 0.00 0.00 P-5 J-6 J-4 38.40 0 .00 0 .00 0 .06 0.00 0 .00 P-6 J-6 J-5 106.25 0 .13 0.02 1.21 1.25 1. 07 P-7 FH-3 J-5 65.66 0 .02 0 .00 0.42 0 .12 0.11 P-B J-7 FH-3 65.66 0.04 0.00 0.42 0.11 0 .11 P-9 FH-1 J-7 79.16 0 .04 0.00 0 .51 0 .16 0 .15 P-10 J-4 FH-1 79.16 0 .04 0 .00 0.51 0 .15 0.15 P-11 J-7 J-B 6.00 0 .02 0.00 0.27 0 .15 0.15 P-12 J-9 J-5 3.31 0 .00 0.00 0.04 0.00 0.00 P-13 FH-2 J-9 24.31 0.01 0.00 0 .28 O.OB 0.07 P-14 FH-31 J-51 16.50 0.09 0.00 0.42 0.24 0.23 P-15 J-3 FH-4 48 .23 0.01 0.00 0.31 0.06 0.06 P-16 J-11 J-50a 242.15 0 .03 0 .00 0.39 0.04 0 .04 P-17 J-11 J-12 241. 92 0 .22 0 .01 0.69 0 .17 0.17 P-18 J-12 J-52 133.62 0 .16 0.01 0.85 0.44 o. 40 P-19 J-13 FH-7 59.38 0.02 0.01 0 .38 0 .17 0.09 P-20 J-13 FH-16 29.13 0.01 0 .00 0.19 0.03 0.02 P-21 J-14 J-10 10.50 0.06 0 .00 0 .48 0.41 0.41 P-22 J-14 FH-5 6.63 0.00 0.00 0.04 0 .00 0.00 P-23 FH-5 FH-14 6 .63 0.00 0.00 0.04 0 .00 0.00 P-24 J-16 FH-14 3.87 0 .00 0 .00 0 .02 0.00 0.00 P-25 FH-6 J-16 21. 87 0.00 0.00 0.14 0.01 0 .01 P-26 FH-14 J-17 10.50 0.11 0 .00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.24 0.00 0.61 0 .66 0.66 P-28 FH-7 FH-15 59.38 0.03 0 .00 0.38 0 .09 0.09 P-29 FH-B FH-15 49.15 0.06 0 .00 0 .56 0.27 0.26 P-30 FH-31 FH-B 40 .05 0 .05 0.00 0.45 0.18 0.18 P-31 FH-15 J-21 95.03 0.28 0 .01 1. OB 0 .92 0.87 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0 .53 0.53 P-33 J-21 FH-9 65.03 0.09 0.00 0.74 0.43 0 .43 P-34 FH-9 FH-13 65 .03 0.05 0 .03 0 .42 0.16 0.11 P-35 J-23 FH-13 41. 71 0.02 0 .01 0.27 0.06 0.05 P-36 FH-13 FH-10 90.24 0.10 0 .05 0.58 0.29 0 .20 P-37 FH-10 J-25 6.00 0.02 0 .00 0 .27 0 .15 0.15 P-38 FH-10 FH-11 84.24 0.06 0.00 0.54 0.18 0 .17 P-39 FH-11 J-26 18.00 0.39 0.00 0 .82 1.12 1.12 P-40 FH-11 FH-12 36.00 0 .02 0 .00 0.23 0.04 0.04 P-41 FH-12 J-28 36.00 0 .99 0 .00 l.63 4 .06 4 .06 P-42 J-1 J-23 19.96 0.95 0 .00 0.51 0.34 0.34 P-43 J-12 FH-32 108.30 0.05 0 .00 0.31 0 .04 0.04 P-44 J-27 J-23 21.75 0.65 0 .00 0.56 0.39 0 .39 P-45 R-2 J-11 484.07 0.08 0 .00 0.77 0 .15 0.15 P-46 FH-16 J-14 29.13 0.01 0 .00 0 .19 0.02 0 .02 P-47 FH-11 FH-lA 30.24 0 .01 0.00 0.19 0.03 0.02 P-48 FH-lA J-15 15.00 0.20 0.01 0.68 0.82 0.80 P-49 J-19 FH-lA 12.67 0.01 0 .00 0 .14 0 .02 0.02 P-50 J-19 J-24 4.50 0 .01 0 .00 0.20 0.09 0.09 P-51 FH-2A J-19 32.17 0.04 0.00 0.36 0.11 0.11 P-52 FH-lA FH-3A 27 .91 0 .01 0.00 0.18 0.02 0.02 P-53 FH-3A J-29 22.50 0.66 0.01 1. 02 1. 73 1. 70 P-54 FH-3A J-30 58.50 0 .01 0 .00 0.37 0.09 O.OB P-55 J-31 FH-3A 53.09 0.11 0 .00 0.60 0 .29 0 .29 P-56 J-31 FH-2A 53.17 0.05 0.00 0.60 0 .31 0.29 P-57 FH-4A J-31 134.76 0.57 0 .04 1.53 1. 72 1. 60 P-58 J-32 FH-4A 90.90 0 .02 0.00 0 .58 0.19 0 .19 P-59 J-34 FH-4A 43.86 0.01 0.00 0 .28 0.05 0.05 DOMESTIC FLOW CONDITION P-60 J-33 FH-6 21. 87 0.00 0.00 0.14 0 .02 0 .01 P-61 J-35 J-33 39.13 0.03 0.00 0.44 0.17 0.17 P-62 J-33 J-36 11.26 0 .00 0.00 0.07 0.00 0.00 P-63 S2P1A-FH1 J-36 6.74 0.00 0.00 0.04 0.00 0.00 P-64 J-36 J-38 9.00 0.02 0 .01 0 .23 0 .10 0 .08 P-65 J-39 J-32 93.90 0.05 0.01 0.60 0.25 0.20 P-66 FH-20 J-39 93.90 0.06 0.01 0.60 0.24 0.20 P-67 J-40 FH-20 104 .40 0.05 0.01 0.67 0.29 0.25 P-68 J-37 J-40 117. 90 0.05 0.01 0.75 0.38 0.31 P-69 J-42 J-40 6.00 0.00 0.00 0.07 0.01 0.01 P-70 J-42 FH-21 12.00 0 .00 0.00 0.14 0.02 0.02 P-71 FH-21 J-43 12.00 0 .02 0.00 0.31 0.13 0.13 P-72 FH-22 J-37 96.98 0.07 0 .01 0 .62 0.25 0.21 P-73 J-41 FH-22 116.48 0.06 0.01 0.74 0.33 0.30 P-74 J-45 J-42 36.00 0.03 0.00 0.41 0.15 0.14 P-75 FH-23 J-45 57.00 0 .06 0.00 0.65 0.35 0.33 P-76 J-44 FH-23 66 .00 0.11 0 .01 0.75 0 .45 0.43 P-77 J-45 J-46 12.00 0.02 0.00 0.31 0 .13 0.13 P-78 J-47 J-37 23 .92 0 .03 0.00 0.27 0 .07 0.07 P-79 FH-24 J-35 40.63 0.02 0.00 0.46 0.19 0.18 P-80 FH-24 J-49 12 .00 0.03 0.00 0.31 0.13 0.13 P-81 J-50 FH-24 55.63 0.08 0.00 0.63 0.32 0.32 P-82 J-50a J-50 78.01 0.27 0.01 0 .89 0.61 0.59 P-83 J-50 FH-25 13.37 0 .00 0 .00 0 .15 0 .03 0.02 P-84 FH-26 FH-25 6.13 0 .00 0 .00 0.07 0.01 0.01 P-85 J-48 FH-26 36 .13 0.02 0 .00 0.41 0 .15 0 .14 P-86 J-5 J-48 158 .72 0 .09 0.00 1. 01 0 .54 0.54 P-87 FH-28 J-55 0.00 0 .00 0.00 0.00 0.00 0.00 P-88 J-52 J-13 88 .51 0.02 0 .00 0.56 0 .19 0.19 P-89 J-52 FH-27 45.10 0.01 0.00 0.29 0.06 0.05 P-90 FH-27 J-53 25 .60 0 .01 0 .00 0.16 0.02 0.02 P-91 J-53 FH-8 9 .10 0.00 0.00 0.06 0.00 0.00 P-92 J-53 J-54 10.50 0.02 0.00 0.27 0 .10 0.10 P-93 J-30 FH-28 58.50 0 .02 0.00 0.37 0 .09 0.08 P-94 FH-28 FH-29 37 .50 0 .05 0.00 0 .43 0.16 0.15 P-95 FH-29 J-58 12.00 0.03 0.00 0.31 0 .13 0.13 P-96 FH-28 J-56 12.00 0.03 0.00 0.31 0.13 0.13 P-97 FH-29 J-59 13 .50 0 .06 0.00 0 .34 0.16 0.16 P-98 J-59a FH-30 101. 59 0 .08 0.04 0 .65 0 .35 0.23 P-99 FH-30 J-34 43.86 0.01 0.01 0.28 0.11 0.05 P-100 FH-30 J-60a 30.74 0.01 0.00 0 .20 0.03 0.03 P-101 J-60a J-61 9.00 0.01 0.00 0 .23 0.08 0 .08 P-102 J-60a S2P1A-FH1 6.74 0.00 0 .00 0.04 0.00 0.00 P-103 FH-32 FH-31 67.05 0 .09 0 .01 0.43 0 .11 0.11 P-104 FH-32 J-27 21. 75 0 .00 0.00 0.06 0.00 0.00 P-14A J-47 FH-2 24 .31 0 .03 0.00 0.28 0.07 0.07 P-14B FH-4 J-47 48.23 0.10 0.00 0.55 0.25 0.25 P-16B J-50a J-6 144. 64 0.02 0.00 0.23 0.02 0 .02 P-2B J-44 J-41 233.98 0.00 0.00 0 .37 0.04 0.04 P-2C J-41 J-2 105.50 0.01 0.00 0.17 0.01 0 .01 P-87a J-48 J-59a 107.59 0.03 0.00 0.69 0.26 0.26 N 0 D E R E S U L T s NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE gpm ft ft ft psi ------------------------------------------------------------------------------ FH-1 0 .00 496.83 333.00 163.83 71. 00 FH-2 0.00 496.74 333.00 163.74 70.95 FH-3 0.00 496.75 32 6. 00 170. 75 73.99 FH-4 0.00 496.87 333.00 163.87 71.01 FH-5 0.00 496.49 313.00 183.49 79 .51 FH-6 0.00 496.49 316.00 180.49 78.21 FH-7 0 .00 496.48 309.00 187.48 81.24 FH-8 0.00 496.51 303.00 193 .51 83.85 FH-9 0.00 496.06 307.00 189.06 81 .93 FH-10 0.00 495 .82 308.00 187 .82 81 .39 FH-11 0.00 495.76 313.00 182.76 79 .20 DOMESTIC FLOW CONDITION FH-12 0.00 495.74 313.00 182 .74 79.19 FH-13 16.50 495 .98 305 .00 190.98 82 .76 FH-14 0.00 496.49 315 .00 181. 49 78 .64 FH-15 13.50 496.44 306.00 190.44 82.52 FH-16 0.00 496.49 307.00 189.49 82 .11 FH-20 10.50 496.62 326.00 170.62 73.93 FH-21 0.00 496.68 329.00 167. 68 72 . 66 FH-22 19.50 496.83 336.00 160.83 69.69 FH-23 9.00 496.78 338 .00 158 .78 68 .81 FH-24 FH-24 3.00 496 .54 315 .00 181. 54 78.67 FH-25 FH-25 19.50 4 96. 62 317.50 179.12 77 .62 FH-26 30.00 496. 62 321. 00 175.62 76.10 FH-27 19.50 496.52 304 .00 192 .52 83 .42 FH-28 9.00 495.72 324 .50 171.22 74 .19 FH-29 12.00 495 .66 330.00 165 .66 71.79 FH-30 27 .00 496 .50 320.00 176.50 76.48 FH-31 10.50 496 .56 302.00 194 .56 84.31 FH-32 19.50 496 .65 299 .00 197 .65 85 .65 FH-lA 0 .00 495.75 316.00 179 . 75 77 .89 FH-2A 21.00 495 .80 316 .00 179 .80 77 .91 FH-3A 0 .00 495.75 320 .00 175 .75 76.16 FH-4A 0 .00 496 .46 318.00 178 .46 77 .33 J-1 0.00 496.96 342.00 154.96 67 .15 J-2 0.00 496 .88 340 .00 156.88 67 .98 J-3 6.00 496 .88 339 .00 157.88 68 .41 J-4 10.50 496 .88 339.00 157 .88 68 .41 J-5 16.50 496 .73 327 .00 169 .73 73 .55 J-6 0 .00 496 .88 328.00 168 .88 73 .18 J-7 7 .50 496 .80 330.00 166.80 72.28 J -8 6.00 496 .77 329 .00 167.77 72 . 70 J-9 21. 00 496 .73 323.00 173 .73 75.29 J-10 10.50 496 .42 312 .00 184 .42 79 .92 J-11 0 .00 496 .92 311. 00 185.92 80 .57 J-12 0 .00 496 .70 305.00 191. 70 83 .07 J-13 0 .00 496 .50 307.00 189 .50 82 .12 J-14 12.00 496 .49 314 .00 182.49 79 .08 J-15 15.00 495 .54 318 .00 177 .54 76.93 J-16 4 .50 496 .49 315.00 181. 49 78 .64 J-17 10.50 496.37 314 .00 182 .37 79 .03 J -18 13.50 496 .25 313.00 183 .25 79 .41 J-19 15.00 495 .76 313 .00 182 .76 79.20 J-21 18.00 496 .15 309.00 187.15 81.10 J-22 12 .00 496.03 310.00 186.03 80.61 J-23 0 .00 496.01 305 .00 191.01 82 .77 J-24 4.50 495.75 312.00 183 .75 79 .62 J-25 6.00 495.81 304.00 191.81 83.12 J-26 18.00 495 .37 309 .00 186.37 80.76 J-27 0 .00 496.65 295 .00 201 .65 87.38 J-28 36.00 494.75 311 . 00 183 .75 79. 62 J-29 22 .50 495.07 322 .00 173 .07 75 .00 J-30 0 .00 495.73 322.00 173 .73 75 .28 J-31 28 .50 495.85 318 .00 177.85 77 .07 J-32 3 .00 496.48 320 .00 176.48 76 . 48 J-33 6.00 496 .49 316.00 180 .49 78 .21 J-34 0 .00 496 .47 318 .00 178 .47 77 .34 J-35 1.50 496 .52 316.00 180.52 78 .23 J-36 9.00 496.49 316 .50 179 . 99 78.00 J-37 3 .00 496.74 331.00 165 .74 71. 82 J-38 9 .00 496.46 315 .00 181.46 78 .63 J-39 0.00 496.54 322.00 174.54 75 .64 J-40 19.50 496 .68 329 .00 167.68 72 . 66 J-41 12.00 496 .89 339.50 157.39 68.20 J-42 18.00 496 .68 333 .00 163 .68 70 .93 J-43 12.00 496 .66 326.00 170 .66 73 .95 J-44 15.00 496 .90 341. 00 155.90 67 .56 J-45 9.00 496 . 71 335 .00 161. 71 70.08 J-46 12.00 496 .69 334 .00 162.69 70.50 J-47 0.00 496 .77 328 .00 168.77 73 .13 J-48 15.00 496 .65 324 .00 172 . 65 74.81 J-49 12.00 496 .51 314 . 00 182.51 79.09 J-50 9.00 496 . 62 316 .50 180 .12 78 .05 DOMESTIC FLOW CONDITION J -51 16.50 496.47 299.00 J -52 0 .00 496.52 305 .00 J -53 6.00 496 .51 302 .00 J-54 10.50 496 .49 302 .50 J-55 0.00 495 .72 323 .00 J-56 12 .00 495 .68 326.00 J-58 12 .00 495 .64 334 .00 J-59 13 .50 495 .60 331. 50 J -61 9.00 496.48 317.50 J-50a 19 .50 496 .90 315 .00 J-59a 6.00 496.62 323 .00 J-60a 15.00 496 .49 319.00 R-1 Wellborn Ele 497 .00 342 .00 R-2 Flow Test 497.00 311. 00 S2PlA-FH1 0.00 496.49 317 .00 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NET NET NET NODE NAME R-1 R-2 SYSTEM INFLOW FLOWRATE gpm 334 .93 484 .07 = 819.00 SYSTEM OUTFLOW = 0 .00 SYSTEM DEMAND = 819.00 NODE TITLE Wellborn Ele Flow Test ***** HYDRAULIC ANALYSIS COMPLETED ***** 197.47 85.57 191.52 82.99 194 .51 84.29 193.99 84 .06 172.72 74 .84 169.68 73.53 161.64 70.04 164.10 71.11 178.98 77.56 181. 90 78.82 173. 62 75.23 177. 49 76.91 155.00 67.17 186.00 80.60 179.49 77.78 FIRE FLOW SCENARIO #1 * * * * * * * * * * * K Y P I P E 5 * * * * * * * * * * * * * * * Pipe Network Modeling Software Copyrighted by KYPIPE LLC Version 5 -February 2010 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Sun Jun 08 16:51 :34 2014 Master File : c:\users\rabon metcalf\rme\projects\260-0531 ogg-creek meadows- s3p2\engineering\0531-s3p2-water-060914.KYP\0531-s3p2-water-060914.P2K ************************************************ S U M M A R Y 0 F 0 R I G I N A L D A T A ************************************************ u N I T S s P E C I F I E D FLOW RATE ............ gallons/minute HEAD (HGL) ........... feet PRESSURE ............ psig p I P E L I N E D AT A STATUS CODE : xx -CLOSED PIPE CV -CHECK VALVE p I p E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N A M E #1 #2 (ft) (in) COEFF. LOSS COEFF. -------------------------------------------------------------------------------P-1 R-1 J-1 500.00 16.00 135.9163 0.74 P-2 J-1 J-44 712 .54 16.00 135.9163 3.57 P-3 J-3 J-2 195 .00 16.00 135.9163 0.74 P-4 J-3 J-4 294 .00 16.00 135.9163 0.74 P-5 J-4 J-6 1207 .00 16.00 135.9163 2.24 P-6 J-6 J-5 118.00 6.00 135.9163 0.91 P-7 J-5 FH-3 151. 50 8.00 135.9163 0.40 P-8 FH-3 J-7 411.50 8 .00 135.9163 0 .74 P-9 J-7 FH-1 228.50 8.00 135.9163 0.40 P-10 FH-1 J-4 291.00 8.00 135.9163 0.00 P-11 J-7 J-8 161.50 3.00 139.0000 0.00 P-12 J-5 J-9 304 .00 6.00 139.0000 6 .00 P-13 J-9 FH-2 73.00 6 .00 135.9163 0.74 P-14 FH-31 J-51 384 .00 4.00 140.0000 0.57 P-15 FH-4 J-3 175. 00 8.00 135.9163 0 .00 P-16 J-11 J-50a 670 .00 16.00 135. 9163 0.00 P-17 J-11 J-12 1320.00 12 .00 135.9163 0 .74 P-18 J-12 J-52 398.31 8.00 135.9163 1.14 P-19 J-13 FH-7 172 .00 8.00 135. 9163 6.00 P-20 J-13 FH-16 344.00 8 .00 135.9163 3.57 P-21 J-14 J-10 147 . 00 3.00 139.0000 0 .00 P-22 J-14 FH-5 65.00 8.00 135.9163 0.40 P-23 FH-5 FH-14 204.00 8.00 135.9163 0 .74 P-24 FH-14 J-16 134.00 8.00 135.9163 0 .74 P-25 J-16 FH-6 153.00 8.00 135.9163 0 .00 P-26 FH-14 J-17 268.00 3.00 139.0000 0.00 P-27 J-16 J-18 356.00 3.00 139.0000 0 .00 P-28 FH-7 FH-15 361. 00 8.00 135.9163 0.74 P-29 FH-15 FH-8 241. 00 6.00 135.9163 0.74 P-30 FH-8 FH-31 290.00 6.00 135.9163 0.00 P-31 FH-15 J-21 321. 00 6.00 135.9163 0 .74 P-32 J-21 J-22 220.00 3.00 139.0000 0.00 FIRE FLOW SCENARIO #1 P-33 J-21 FH-9 205 .00 6.00 135.9163 0 .00 P-34 FH-9 FH-13 510.00 8.00 135.9163 9 .91 P-35 FH-13 J-23 434.00 8.00 135.9163 6.74 P-36 FH-13 FH-10 527 .00 8.00 135.9163 9 .74 P-37 FH-10 J-25 124 .00 3 .00 139.0000 0 .00 P-38 FH-10 FH-11 358 .00 8.00 135.9163 0 .74 P-39 FH-11 J-26 343 .00 3.00 139.0000 0 .00 P-40 FH-11 FH-12 464 .00 8 .00 135.9163 0.00 P-41 FH-12 J-28 245.00 3.00 139.0000 0.00 P-42 J-23 J-1 2842.00 4.00 139.0000 0.00 P-43 J-12 FH-32 1233.90 12.00 139.0000 0 .00 P-44 J-27 J-23 1640.00 4 .00 139.0000 0 .00 P-45 J-11 R-2 500.00 16.00 135.9163 0 .00 P-46 FH-16 J-14 332 .00 8.00 135.9163 0 .00 P-47 FH-11 FH-lA 294.00 8.00 139.0000 0 .74 P-48 FH-lA J-15 255 .00 3.00 139.0000 0.74 P-49 FH-lA J-19 331. 00 6.00 139.0000 0 .74 P-50 J-19 J-24 107 .00 3.00 139.0000 0 .00 P-51 J-19 FH-2A 345 .00 6 .00 139.0000 0.17 P-52 FH-lA FH-3A 298.00 8 .00 139.0000 0 .17 P-53 FH-3A J-29 391. 00 3 .00 139.0000 0 .74 P-54 FH-3A J-30 115 .00 8.00 139.0000 0.57 P-55 FH-3A J-31 375 .00 6 .00 139.0000 0 .00 P-56 J-31 FH-2A 175.50 6.00 139.0000 0.74 P-57 J-31 FH-4A 354.00 6.00 139.0000 1.14 P-58 FH-4A J-32 121. 00 8 .00 139.0000 0.00 P-59 FH-4A J-34 277 .00 8 .00 139.0000 0 .74 P-60 FH-6 J-33 115. 00 8 .00 137 .3678 1.14 P-61 J-33 J-35 176.00 6.00 137.3678 0 .17 P-62 J-33 J-36 139 .00 8 .00 137.3678 0 .57 P-63 J-36 S2P1A-FH1 110. 00 8.00 137.3678 0.57 P-64 J-36 J-38 262.00 4.00 137.3678 6.17 P-65 J-32 J-39 242 .00 8.00 139.0000 2 .25 P-66 J-39 FH-20 301. 00 8.00 139.0000 2.24 P-67 FH-20 J-40 219 .00 8.00 139.0000 1. 32 P-68 J-40 J-37 151.00 8.00 139.0000 1. 32 P-69 J-40 J-42 295.00 6.00 139.0000 0.17 P-70 J-42 FH-21 178.00 6.00 139.0000 0.91 P-71 FH-21 J-43 159.00 4 .00 139.0000 0 .00 P-72 J-37 FH-22 347.00 8.00 139.0000 2.24 P-73 FH-22 J-41 196.00 8.00 139. 0000 0 .74 P-74 J-42 J-45 209.00 6.00 139.0000 1.14 P-75 J-45 FH-23 199 .00 6.00 139.0000 0.74 P-76 FH-23 J-44 249.00 6.00 139.0000 0 .74 P-77 J-45 J-46 166 .00 4.00 139.0000 0.17 P-78 J-37 J-47 480 .00 6 .00 139.0000 1. 09 P-79 J-35 FH-24 119 .00 6.00 137.3678 0 .57 P-80 FH-24 J-49 235 .00 4.00 137.3678 0.00 P-81 FH-24 J-50 245.00 6.00 137.3678 0 .17 P-82 J-50 J-50a 449 .00 6 .00 137. 3678 0.74 P-83 J-50 FH-25 85.00 6 .00 137.3678 0.74 P-84 FH-25 FH-26 656 .00 6.00 138.3882 0.00 P-85 FH-26 J -48 174 .00 6.00 138.3882 0.57 P-86 J-48 J-5 159.00 8.00 138.3882 0 .00 P-87 FH-28 J-55 106 .00 6.00 138.9145 0.00 P-88 J-52 J-13 100 .00 8 .00 135.9163 0 .00 P-89 J-52 FH-27 104 .00 8 .00 138.3882 0 .74 P-90 FH-27 J-53 514.00 8 .00 138 .3882 0.57 P-91 J-53 FH-8 62 .00 8.00 138 .3882 0.00 P-92 J-53 J-54 194.00 4.00 138 .3882 0 .00 P-93 J-30 FH-28 180.00 8.00 138 . 9145 0.74 P-94 FH-28 FH-29 341. 00 6.00 138. 9145 0 .74 P-95 FH-29 J-58 217 . 00 4.00 138. 9145 0.00 P-96 FH-28 J-56 267.00 4.00 138.9145 0 .00 P-97 FH-29 J-59 379.00 4.00 138.9145 0.00 P-98 J-59a FH-30 345.00 8.00 140.0000 6.57 P-99 FH-30 J-34 200.00 8.00 140.0000 9.40 P-100 FH-30 J-60a 240.00 8.00 140.0000 0.57 P-101 J-60a J-61 151. 00 4.00 140 .0000 0.17 P-102 J-60a S2PlA-FHl 220.00 8.00 140.0000 0.00 P-103 FH-31 FH-32 821. 00 8.00 140.0000 2.24 FIRE FLOW SCENARIO #1 P-104 FH-32 J-27 699 .10 12.00 139.0000 0 .00 P-14A FH-2 J-47 417 .50 6.00 135 .9163 1. 31 P-14B J-47 FH-4 394 .50 6.00 135.9163 0.00 P-16B J-50a J-6 1000.00 16.00 137 .3678 0 .00 P-2B J-44 J-41 116.54 16.00 135 .9163 0 .00 P-2C J-41 J-2 1070.93 16.00 135.9163 0.00 P-87a J-48 J-59a 115 . 00 8 .00 138 .3882 0 .00 N 0 D E D A T A NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-2 0 .00 333.00 FH-3 0 .00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0 .00 303.00 FH-9 0.00 307 .00 FH-10 0.00 308.00 FH-11 0 .00 313 .00 FH-12 0 .00 313 .00 FH-13 16.50 305 .00 FH-14 0.00 315.00 FH-15 13 .50 306.00 FH-16 0.00 307.00 FH-20 10.50 326.00 FH-21 0 .00 329.00 FH-22 19 .50 336.00 FH-23 9.00 338.00 FH-24 FH-24 3 .00 315.00 FH-25 FH-25 19.50 317 .50 FH-26 30 .00 321.00 FH-27 19.50 304.00 FH-28 9.00 324.50 FH-29 12.00 330.00 FH-30 27.00 320 .00 FH-31 1010.50 302 .00 FH-32 19.50 299 .00 FH-lA 0.00 316.00 FH-2A 21. 00 316 .00 FH-3A 0 .00 320 .00 FH-4A 0.00 318 .00 J-1 0.00 342.00 J-2 0.00 340 .00 J-3 6.00 339 .00 J-4 10.50 339 .00 J-5 16 .50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329 .00 J-9 21.00 323 .00 J-10 10.50 312.00 J-11 0.00 311. 00 J-12 0.00 305 .00 J-13 0.00 307 .00 J-14 12.00 314 .00 J-15 15 .00 318 .00 J-16 4.50 315 .00 J-17 10.50 314.00 J-18 13 .50 313.00 J-19 15 .00 313.00 J-21 18.00 309.00 J-22 12 .00 310.00 FIRE FLOW SCENARIO #1 J-23 0.00 305 .00 J-24 4.50 312.00 J-25 6 .00 304.00 J-26 18.00 309.00 J-27 0.00 295 .00 J-28 36.00 311. 00 J -29 22 .50 322.00 J -30 0 .00 322.00 J-31 28.50 318.00 J-32 3.00 320.00 J-33 6.00 316.00 J-34 0.00 318.00 J-35 1.50 316.00 J-36 9 .00 316.50 J-37 3.00 331. 00 J-38 9 .00 315.00 J-39 0 .00 322.00 J-40 19.50 329.00 J-41 12 .00 339.50 J-42 18 .00 333.00 J-43 12.00 326.00 J-44 15 .00 341.00 J-45 9.00 335.00 J-46 12 .00 334 .00 J -47 0.00 328.00 J-48 15 .00 324.00 J-49 12 .00 314 .00 J-50 9 .00 316.50 J-51 16.50 299.00 J-52 0 .00 305.00 J-53 6 .00 302.00 J-54 10 .50 302.50 J-55 0.00 323.00 J-56 12.00 326.00 J-58 12 .00 334.00 J-59 13.50 331.50 J-61 9.00 317.50 J-50a 19.50 315.00 J-59a 6 .00 323.00 J-60a 15.00 319.00 R-1 Wellborn Ele 342.00 497.00 R-2 Flow Test 311. 00 497.00 S2PlA-FHl 0 .00 317.00 0 U T P U T 0 P T I 0 N DAT A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I G U R A T I 0 N NUMBER OF PIPES ................... (p) 110 NUMBER OF END NODES ............... (j) 95 NUMBER OF PRIMARY LOOPS ........... (1) 14 NUMBER OF SUPPLY NODES ............ (f) 2 NUMBER OF SUPPLY ZONES ............ (z) 1 Case: 0 RESULTS OBTAINED AFTER 8 TRIALS : ACCURACY 0 .00000 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) FIRE FLOW SCENARIO #1 M.D.W. Centre -Phase One p I P E L I N E R E S U L T s STATUS CODE : xx -CLOSED PIPE CV -CHECK VALVE p I p E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N A M E #1 #2 LOSS LOSS VELO. 1000 1000 gpm ft ft ft/s ft/f ft/f -----------------------------------------------------------------------------------------P-1 R-1 J-1 636 .78 0 .12 0.01 1.02 0.27 0 .25 P-2 J-1 J-44 593 .92 0.16 0.05 0 .95 0.29 0 .22 P-3 J-2 J-3 280 .66 0.01 0.00 0 .45 0.07 0 .05 P-4 J-3 J-4 196.06 0 .01 0 .00 0.31 0.03 0 .03 P-5 J-4 J-6 53 .02 0 .00 0 .00 0 .08 0 .00 0 .00 P-6 J-6 J-5 181. 68 0 .34 0.06 2 .06 3.41 2 .90 P-7 FH-3 J-5 119 .04 0 .05 0 .00 0 .76 0.35 0 .33 P-8 J-7 FH-3 119 .04 0 .13 0 .01 0.76 0.34 0.33 P-9 FH-1 J-7 132 .54 0 .09 0.00 0 .85 0.42 0.40 P-10 J -4 FH-1 132 .54 0 .12 o.oo 0 .85 0.40 0.40 P-11 J-7 J-8 6.00 0 .02 0.00 0 .27 0.15 0.15 P-12 J-9 J-5 24.52 0 .02 0.01 0 .28 0.09 0 .07 P-13 FH-2 J-9 45.52 0 .02 0.00 0 .52 0.27 0 .22 P-14 FH-31 J-51 16.50 0 .09 0.00 0 .42 0.24 0 .23 P-15 J-3 FH-4 78.59 0 .03 0.00 0.50 0.15 0.15 P-16 J -11 J-50a 290.42 0 .04 0.00 0 . 46 0.06 0 .06 P-17 J-11 J -12 891. 80 2 .49 0.07 2 .53 1. 94 1. 89 P-18 J-12 J-52 287.93 0 .67 0.06 1.84 1. 83 1. 68 P-19 J -13 FH-7 176.23 0 .12 0.12 1.12 1.36 0 .68 P-20 FH-16 J-13 195.47 0 .28 0.09 1. 25 1. 07 0 .82 P-21 J-14 J-10 10.50 0 .06 0.00 0 .48 0.41 0.41 P-22 FH-5 J-14 217 .97 0 .07 0.01 1.39 1.19 1. 00 P-23 FH-14 FH-5 217 .97 0 .20 0.02 1.39 1.11 1. 00 P-24 J-16 FH-14 228 .47 0 .15 0.02 1. 46 1.27 1. 09 P-25 FH-6 J-16 246.47 0 .19 0.00 1.57 1.26 1.26 P-26 FH-14 J-17 10 .50 0.11 0.00 0 .48 0 .41 0.41 P-27 J-16 J-18 13 .50 0.24 0 .00 0.61 0.66 0.66 P-28 FH-7 FH-15 176.23 0 .24 0.01 1.12 0. 72 0 .68 P-29 FH-15 FH-8 174.65 0 .65 0.05 1. 98 2 .88 2 .70 P-30 FH-8 FH-31 445.83 4.44 o.oo 5 .06 15.30 15.30 P-31 J -21 FH-15 11. 93 0 .01 0.00 0 .14 0.02 0.02 P-32 J-21 J-22 12.00 0 .12 0.00 0 .54 0.53 0.53 P-33 FH-9 J-21 41. 93 0.04 0.00 0 .48 0.19 0 .19 P-34 FH-13 FH-9 41 .93 0.02 0.01 0 .27 0.07 0 .05 P-35 J-23 FH-13 46.07 0 .02 0 .01 0 .29 0.08 0 .06 P-36 FH-10 FH-13 12.36 0 .00 0.00 0 .08 0.01 0 .00 P-37 FH-10 J -25 6.00 0 .02 0 .00 0.27 0.15 0 .15 P-38 FH-11 FH-10 18.36 0 .00 0.00 0 .12 0.01 0 .01 P-39 FH-11 J -26 18 .00 0 .39 0.00 0.82 1.12 1.12 P-40 FH-11 FH-12 36 .00 0 .02 0.00 0 .23 0.04 0 .04 P-41 FH-12 J -28 36 .00 0 .99 0.00 1. 63 4.06 4 .06 P-42 J -1 J-23 42 .86 3 .93 0.00 1. 09 1.38 1. 38 P-43 J -12 FH-32 603 .88 1. 09 0.00 1. 71 0.88 0.88 P-44 J-27 J-23 3.20 0.02 0.00 0.08 0.01 0.01 P-45 R-2 J-11 1182.22 0 .39 0.00 1.89 0.78 0 .78 P-46 J-14 FH-16 195.47 0 .27 0.00 1.25 0.82 0 .82 P-47 FH-lA FH-11 72.36 0 .04 0.00 0 . 46 0.13 0 .12 P-48 FH-lA J-15 15.00 0 .20 0.01 0 .68 0.82 a.so P-49 J -19 FH-lA 54.52 0 .10 0.00 0 .62 0.31 0 .30 P-50 J-19 J-24 4.50 0.01 0.00 0 .20 0 .09 0.09 P-51 FH-2A J -19 74 .02 0 .18 0.00 0 .84 0 .53 0 .53 P-52 FH-3A FH-lA 32 .84 0 .01 0.00 0 .21 0 .03 0 .03 P-53 FH-3A J -29 22 .50 0 .66 0 .01 1. 02 1. 73 1. 70 P-54 FH-3A J-30 58 .50 0 .01 0 .00 0.37 0 .09 0 .08 P-55 J -31 FH-3A 113 .84 0 .44 0 .00 1. 29 1.17 1.17 P-56 J-31 FH-2A 95 .02 0 .15 0 .01 1. 08 0.91 0.84 P-57 FH-4A J-31 237 .36 1.62 0 .13 2.69 4 .93 4.57 P-58 J-32 FH-4A 203 .83 0 .10 0 .00 1.30 0 .85 0 .85 P-59 J -34 FH-4A 33 .53 0.01 0.00 0 .21 0 .03 0 .03 FIRE FLOW SCENARIO #1 P-60 J-33 FH-6 246.47 0.14 0.04 1. 57 1. 61 1.23 P-61 J-35 J-33 127.22 0 .26 0.01 1. 44 1.50 1.47 P-62 J-36 J-33 125 .25 0 .05 0.01 0.80 0.39 0.35 P-63 S2PlA-FHl J-36 143.25 0.05 0.01 0 .91 0 .52 0.45 P-64 J-36 J-38 9 .00 0.02 0.01 0.23 0 .10 0.08 P-65 J-39 J-32 206.83 0.21 0.06 1.32 1.12 0.87 P-66 FH-20 J-39 206.83 0 .26 0 .06 1.32 1. 07 0 .87 P-67 J-40 FH-20 217. 33 0.21 0.04 1.39 1.14 0.96 P-68 J-37 J-40 196 .96 0.12 0 .03 1.26 1. 01 0 .80 P-69 J-42 J-40 39.88 0 .05 0 .00 0 .45 0 .17 0 .17 P-70 J-42 FH-21 12.00 0 .00 0 .00 0 .14 0 .02 0 .02 P-71 FH-21 J-43 12.00 0.02 0 .00 0.31 0 .13 0.13 P-72 FH-22 J-37 166 .88 0 .20 0 .04 1. 07 0.70 0 .59 P-73 J-41 FH-22 186 .38 0 .14 0 .02 1.19 0 .80 0 . 72 P-74 J-45 J-42 69.88 0.10 0 .01 0.79 0 .53 0.47 P-75 FH-23 J-45 90.88 0.15 0 .01 1. 03 0.83 0 .77 P-76 J-44 FH-23 99.88 0.23 0 .01 1.13 0 .98 0 .92 P-77 J-45 J-46 12 .00 0 .02 0.00 0.31 0 .13 0 .13 P-78 J-47 J-37 33 .08 0.06 0.00 0.38 0.12 0.12 P-79 FH-24 J-35 128. 72 0.18 0.02 1. 46 1. 66 1.50 P-80 FH-24 J-49 12.00 0.03 0.00 0 .31 0 .13 0 .13 P-81 J-50 FH-24 143.72 0 .45 0.01 1. 63 1.87 1.84 P-82 J-50a J-50 142.26 0 .81 0.03 1. 61 1. 88 1.81 P-83 FH-25 J-50 10.46 0.00 0 .00 0.12 0.02 0 .01 P-84 FH-26 FH-25 29.96 0.07 0.00 0.34 0.10 0 .10 P-85 J-48 FH-26 59 .96 0.06 0.00 0.68 0 .38 0.36 P-86 J-5 J-48 308 .74 0 .29 0.00 1. 97 1. 85 1. 85 P-87 FH-28 J-55 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 P-88 J-13 J-52 19 .25 0.00 0.00 0 .12 0 .01 0 .01 P-89 J-52 FH-27 307 .17 0 .19 0.04 1. 96 2.25 1. 83 P-90 FH-27 J-53 287.67 0.83 0.03 1. 84 1. 68 1. 62 P-91 J-53 FH-8 271.1 7 0.09 0.00 1. 73 1. 45 1. 45 P-92 J-53 J-54 10.50 0.02 0.00 0.27 0 .10 0 .10 P-93 J-30 FH-28 58 .50 0 .02 0 .00 0.37 0 .09 0 .08 P-94 FH-28 FH-29 37.50 0 .05 0 .00 0 .43 0.16 0 .15 P-95 FH-29 J-58 12 .00 0 .03 0.00 0.31 0.13 0.13 P-96 FH-28 J-56 12.00 0.03 0.00 0 .31 0.13 0 .13 P-97 FH-29 J-59 13 .50 0 .06 0.00 0 .34 0 .16 0 .16 P-98 J-59a FH-30 227.78 0.35 0 .22 1. 45 1. 65 1. 03 P-99 FH-30 J -34 33 .53 0 .01 0.01 0.21 0.06 0.03 P-100 FH-30 J-60a 167.25 0.14 0.01 1. 07 0 .62 0.58 P-101 J-60a J -61 9 .00 0 .01 0.00 0 .23 0 .08 0 .08 P-102 J-60a S2PlA-FHl 143 .25 0.10 0.00 0.91 o. 44 0.44 P-103 FH-32 FH-31 581.17 4 .79 0 .48 3 . 71 6. 41 5 .83 P-104 FH-32 J-27 3.20 0 .00 0 .00 0 .01 0.00 0 .00 P-14A J-47 FH-2 45.52 0 .09 0 .01 0 .52 0 .24 0.22 P-14B FH-4 J-47 78.59 0 .24 0 .00 0.89 0.61 0.61 P-16B J-50a J-6 128.66 0.01 0.00 0.21 0.01 0.01 P-2B J-44 J-41 479.04 0.02 0 .00 0 .76 0.15 0 .15 P-2C J-41 J-2 280 .66 0.06 0.00 0. 45 0.05 0 .05 P-87a J-48 J-59a 233.78 0.13 0.00 1. 49 1.10 1.10 N 0 D E RE s U L T s NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE gpm ft ft ft psi ------------------------------------------------------------------------------ FH-1 0 .00 496 .44 333.00 163. 44 70.83 FH-2 0 .00 496.20 333 .00 163.20 70. 72 FH-3 0 .00 496.21 326.00 170.21 73.76 FH-4 0 .00 496 .54 333 .00 163.54 70. 87 FH-5 0 .00 494 .03 313 .00 181. 03 78.45 FH-6 0 .00 494.62 316.00 178 . 62 77 .40 FH-7 0 .00 493.08 309 .00 184 .08 79.77 FH-8 0 .00 492.13 303.00 189.13 81. 95 FH-9 0.00 492.87 307.00 185.87 80.54 FH-10 0 .00 492.91 308 .00 184 .91 80 .13 FH-11 0 .00 492 .91 313.00 179. 91 77.96 FIRE FLOW SCENARIO #1 FH-12 0.00 492.89 313.00 179.89 77 .95 FH-13 16.50 492.90 305.00 187.90 81. 42 FH-14 0.00 494 .26 315.00 179.26 77 . 68 FH-15 13.50 492 .82 306.00 186.82 80 .96 FH-16 0 .00 493.68 307.00 186.68 80 .90 FH-20 10.50 495.84 326.00 169.84 73.60 FH-21 0.00 496.13 329.00 167.13 72 .42 FH-22 19.50 496.48 336.00 160.48 69 .54 FH-23 9.00 496.41 338.00 158.41 68.65 FH-24 FH-24 3.00 495.27 315.00 180.27 78.12 FH-25 FH-25 19.50 495.73 317.50 178.23 77 .23 FH-26 30.00 495.79 321. 00 174 .79 75.74 FH-27 19.50 493.08 304.00 189.08 81. 93 FH-28 9.00 492.93 324 .50 168.43 72. 99 FH-29 12.00 492.88 330.00 162. 88 70 .58 FH-30 27 .00 495.16 320.00 175.16 75 .90 FH-31 1010 .50 487.69 302.00 185.69 80.47 FH-32 19.50 492.95 299.00 193.95 84.05 FH-lA 0 .00 492.95 316.00 176.95 76. 68 FH-2A 21. 00 493 .24 316.00 177.24 76.80 FH-3A 0 .00 492.96 320.00 172. 96 74.95 FH-4A 0 .00 495 .14 318.00 177 .14 76.76 J-1 0.00 496.86 342.00 154.86 67 .11 J-2 0.00 496.58 340.00 156.58 67.85 J-3 6.00 496.57 339.00 157.57 68.28 J-4 10 .50 496.56 339.00 157 .56 68.28 J-5 16.50 496.15 327 .00 169.15 73.30 J-6 0 .00 496.56 328 .00 168.56 73.04 J-7 7.50 496.35 330.00 166.35 72.08 J-8 6 .00 496.32 329.00 167.32 72 .51 J-9 21. 00 496.18 323.00 173.18 75.05 J-10 10.50 493.89 312 .00 181. 89 78.82 J-11 0.00 496.61 311. 00 185.61 80.43 J-12 0.00 494 .04 305.00 189.04 81. 92 J-13 0.00 493.31 307.00 186.31 80.74 J-14 12 .00 493 .95 314.00 179.95 77.98 J-15 15 .00 492.74 318 .00 174. 74 75. 72 J-16 4.50 494.43 315.00 179.43 77.75 J-17 10.50 494.15 314.00 180.15 78.06 J-18 13.50 494.19 313 .00 181.19 78.52 J-19 15.00 493.05 313.00 180.05 78.02 J-21 18 .00 492.83 309.00 183.83 79.66 J-22 12 .00 492 .71 310.00 182.71 79.17 J-23 0.00 492. 94 305.00 187.94 81. 44 J-24 4 .50 493.04 312 .00 181. 04 78.45 J-25 6.00 492 .89 304.00 188.89 81. 85 J-26 18.00 492.52 309.00 183.52 79.53 J-27 0.00 492.95 295.00 197.95 85.78 J-28 36.00 491. 90 311. 00 180.90 78.39 J-29 22.50 492 .28 322 .00 170.28 73.79 J-30 0.00 492.95 322.00 170. 95 74.08 J-31 28 .50 493 .40 318 .00 175.40 76 .01 J-32 3.00 495.24 320.00 175.24 75.94 J-33 6.00 494.81 316.00 178.81 77 .48 J-34 0 .00 495.15 318.00 177.15 76 .77 J-35 1. 50 495 .07 316.00 179.07 77 .60 J-36 9.00 494.86 316.50 178.36 77.29 J-37 3 .00 496.24 331.00 165.24 71. 60 J-38 9 .00 494.84 315.00 179.84 77.93 J-39 0 .00 495.52 322.00 173.52 75.19 J-40 19 .50 496.09 329.00 167.09 72 .40 J-41 12 .00 496.64 339.50 157.14 68 .09 J-42 18.00 496.14 333.00 163.14 70.69 J-43 12 .00 496.11 326.00 170 .11 73 . 72 J-44 15 .00 496.66 341.00 155.66 67.45 J-45 9.00 496.25 335.00 161.25 69 .87 J-46 12 .00 496.23 334.00 162.23 70 .30 J-47 0 .00 496.30 328.00 168.30 72. 93 J-48 15.00 495.86 324.00 171. 86 74.47 J-49 12 .00 495 .24 314 .00 181.24 78.54 J-50 9 .00 495.73 316.50 179.23 77 .66 FIRE FLOW SCENARIO #1 J-51 16.50 487. 60 299.00 J -52 0 .00 493 .31 305 .00 J -53 6 .00 492 .22 302.00 J -54 10 .50 492 .20 302 .50 J -55 0 .00 492.93 323 .00 J -56 12.00 492 .90 326.00 J-58 12.00 492 .85 334 .00 J-59 13 .50 492.82 331. 50 J-61 9.00 495.00 317 .50 J-50a 19.50 496.57 315 .00 J-59a 6.00 495 .73 323 .00 J-60a 15 .00 495.01 319.00 R-1 Wellborn Ele 497 .00 342 .00 R-2 Flow Test 497 .00 311 . 00 S2PlA-FHl 0 .00 494 .92 317.00 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S {+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES {-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NET NET NET NODE NAME R-1 R-2 SYSTEM SYSTEM SYSTEM INFLOW OUTFLOW DEMAND FLOWRATE gprn 636.78 1182 .22 1819 .00 0 .00 1819 .00 NODE TITLE Wellborn Ele Flow Test ***** HYDRAULIC ANALYSIS COMPLETED ***** 188.60 81.73 188.31 81. 60 190.22 82.43 189.70 82.20 169.93 73.64 166.90 72.32 158.85 68.83 161.32 69.90 177.50 76. 92 181.57 78.68 172. 73 74.85 176.01 76.27 155.00 67.17 186.00 80.60 177.92 77.10 FIRE FLOW SCENARIO #2 * * * * * * * * * * * K Y P I P E 5 * * * * * * * * * * * * * * * * Pipe Network Modeling Software Copyrighted by KYPIPE LLC Version 5 -February 2010 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time : Sun Jun 08 16:55:29 2014 Master File : c:\users\rabon metcalf\rme\projects\260-0531 ogg-creek meadows- s3p2\engineering\0531-s3p2-water-060914 .KYP\0531-s3p2-water-060914 .P2K ************************************************ S U M M A R Y 0 F 0 R I G I N A L D A T A ************************************************ u N I T s s P E C I F I E D FLOWRATE ............ gallons/minute HEAD (HGL) .......... feet PRESSURE -........... psig p I P E L I N E D AT A STATUS CODE: xx -CLOSED PIPE CV -CHECK VALVE p I p E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N A M E #1 #2 (ft) (in) COEFF. LOSS COEFF. ------------------------------------------------------------------------------- P-1 R-1 J-1 500.00 16.00 135.9163 0.74 P-2 J-1 J-44 712.54 16.00 135.9163 3.57 P-3 J-3 J-2 195.00 16.00 135 .9163 0.74 P-4 J-3 J-4 294.00 16.00 135.9163 0.74 P-5 J-4 J-6 1207.00 16.00 135.9163 2.24 P-6 J-6 J-5 118.00 6.00 135.9163 0.91 P-7 J-5 FH-3 151. 50 8.00 135.9163 0.40 P-8 FH-3 J-7 411. 50 8.00 135 .9163 0.74 P-9 J-7 FH-1 228.50 8.00 135.9163 0 .40 P-10 FH-1 J-4 291.00 8.00 135.9163 0.00 P-11 J-7 J-8 161. 50 3.00 139.0000 0.00 P-12 J-5 J-9 304.00 6.00 139.0000 6.00 P-13 J-9 FH-2 73.00 6.00 135.9163 0.74 P-14 FH-31 J-51 384 .00 4 .00 140 .0000 0.57 P-15 FH-4 J-3 175.00 8.00 135.9163 0.00 P-16 J-11 J-50a 670 .00 16.00 135 .9163 0.00 P-17 J-11 J-12 1320.00 12.00 135 .9163 0.74 P-18 J-12 J-52 398.31 8.00 135.9163 1.14 P-19 J-13 FH-7 172. 00 8 .00 135 .9163 6.00 P-20 J-13 FH-16 344 .00 8 .00 135 . 9163 3.57 P-21 J-14 J-10 147.00 3.00 139.0000 0.00 P-22 J-14 FH-5 65.00 8.00 135 .9163 0 .40 P-23 FH-5 FH-14 204.00 8.00 135 .9163 0.74 P-24 FH-14 J-16 134.00 8 .00 135 .9163 0.74 P-25 J-16 FH-6 153.00 8.00 135.9163 0.00 P-26 FH-14 J-17 2 68. 00 3 .00 139.0000 0 .00 P-27 J-16 J-18 356.00 3 .00 139.0000 0 .00 P-28 FH-7 FH-15 361.00 8 .00 135.9163 0.74 P-29 FH-15 FH-8 241. 00 6.00 135.9163 0.74 P-30 FH-8 FH-31 290.00 6.00 135.9163 0.00 P-31 FH-15 J-21 321. 00 6.00 135.9163 0.74 P-32 J-21 J-22 220.00 3.00 139.0000 0.00 FIRE FLOW SCENARIO #2 P-33 J-21 FH-9 205.00 6 .00 135.9163 0 .00 P-34 FH-9 FH-13 510.00 8.00 135.9163 9 .91 P-35 FH-13 J-23 434.00 8.00 135.9163 6 .74 P-36 FH-13 FH-10 527 .00 8.00 135.9163 9 .74 P-37 FH-10 J-25 124 .00 3 .00 139.0000 0 .00 P-38 FH-10 FH-11 358.00 8 .00 135 . 9163 0 .74 P-39 FH-11 J-26 343.00 3.00 139.0000 0.00 P-40 FH-11 FH-12 464 .00 8 .00 135.9163 0 .00 P-41 FH-12 J-28 245.00 3.00 139.0000 0 .00 P-42 J-23 J-1 2842.00 4.00 139. 0000 0.00 P-43 J-12 FH-32 1233.90 12.00 139.0000 0 .00 P-44 J-27 J-23 1640.00 4.00 139.0000 0 .00 P-45 J-11 R-2 500.00 16.00 135.9163 0 .00 P-46 FH-16 J-14 332.00 8.00 135.9163 0 .00 P-47 FH-11 FH-lA 294.00 8.00 139.0000 0.74 P-48 FH-lA J-15 255.00 3.00 139.0000 0.74 P-49 FH-lA J-19 331. 00 6.00 139.0000 0.74 P-50 J-19 J-24 107 .00 3 .00 139.0000 0.00 P-51 J-19 FH-2A 345.00 6 .00 139.0000 0 .17 P-52 FH-lA FH-3A 298 .00 8 .00 139.0000 0 .17 P-53 FH-3A J-29 391.00 3.00 139.0000 0 .74 P-54 FH-3A J-30 115.00 8 .00 139.0000 0 .57 P-55 FH-3A J-31 375 .00 6 .00 139. 0000 0 .00 P-56 J-31 FH-2A 175.50 6.00 139.0000 0.74 P-57 J-31 FH-4A 354 .00 6 .00 139.0000 1.14 P-58 FH-4A J-32 121.00 8 .00 139.0000 0 .00 P-59 FH-4A J -34 277.00 8.00 139.0000 0 .74 P-60 FH-6 J -33 115. 00 8.00 137. 3678 1.14 P-61 J-33 J-35 176.00 6.00 137.3678 0 .17 P-62 J-33 J-36 139. 00 8.00 137. 3678 0.57 P-63 J-36 S2PlA-FHl 110.00 8.00 137.3678 0 .57 P-64 J-36 J-38 262. 00 4.00 137 . 3678 6 .17 . P-65 J-32 J-39 242.00 8.00 139.0000 2.25 P-66 J-39 FH-20 301. 00 8.00 139.0000 2 .24 P-67 FH-20 J-40 219.00 8.00 139 .0000 1. 32 P-68 J-40 J-37 151. 00 8.00 139.0000 1. 32 P-69 J-40 J-42 295 .00 6.00 139.0000 0.17 P-70 J-42 FH-21 178.00 6 .00 139.0000 0.91 P-71 FH-21 J -43 159.00 4.00 139.0000 0 .00 P-72 J-37 FH-22 347.00 8.00 139.0000 2 .24 P-73 FH-22 J -41 196.00 8.00 139.0000 0 .74 P-74 J-42 J-45 209.00 6.00 139. 0000 1.14 P-75 J-45 FH-23 199.00 6 .00 139.0000 0 .74 P-76 FH-23 J-44 249.00 6 .00 139.0000 0 .74 P-77 J-45 J-46 166.00 4.00 139.0000 0.17 P-78 J-37 J-47 480.00 6.00 139.0000 1. 09 P-79 J-35 FH-24 119.00 6.00 137 .3678 0 .57 P-80 FH-24 J-49 235.00 4.00 137 .3678 0 .00 P-81 FH-24 J-50 245.00 6 .00 137.3678 0.17 P-82 J-50 J-50a 449.00 6 .00 137 .3678 0 .74 P-83 J-50 FH-25 85.00 6.00 137 .3678 0 .74 P-84 FH-25 FH-26 656.00 6.00 138.3882 0.00 P-85 FH-26 J-48 174.00 6.00 138.3882 0.57 P-86 J-48 J-5 159.00 8.00 138 .3882 0 .00 P-87 FH-28 J-55 106 .00 6 .00 138 .9145 0.00 P-88 J-52 J-13 100.00 8.00 135 .9163 0 .00 P-89 J-52 FH-27 104.00 8.00 138 .3882 0 .74 P-90 FH-27 J-53 514.00 8.00 138.3882 0.57 P-91 J-53 FH-8 62. 00 8.00 138.3882 0 .00 P-92 J-53 J-54 194.00 4.00 138. 3882 0.00 P-93 J-30 FH-28 180.00 8.00 138 . 9145 0.74 P-94 FH-28 FH-29 341. 00 6.00 138 .9145 0 .74 P-95 FH-29 J-58 217.00 4.00 138 .9145 0.00 P-96 FH-28 J-56 267 .00 4.00 138.9145 0 .00 P-97 FH-29 J-59 379.00 4 .00 138.9145 0 .00 P-98 J-59a FH-30 345.00 8 .00 140 .0000 6.57 P-99 FH-30 J-34 200.00 8 .00 140 .0000 9.40 P-100 FH-30 J-60a 240.00 8 .00 140.0000 0 .57 P-101 J-60a J-61 151. 00 4 .00 140.0000 0 .17 P-102 J-60a S2P1A-FH1 220.00 8 .00 140 .0000 0.00 P-103 FH-31 FH-32 821.00 8.00 140.0000 2.24 FIRE FLOW SCENARIO #2 P-104 FH-32 J-27 699.10 12.00 139.0000 0 .00 P-14A FH-2 J-47 417.50 6 .00 135.9163 1. 31 P-14B J-47 FH-4 394 .50 6 .00 135.9163 0 .00 P-16B J-50a J-6 1000.00 16 .00 137.3678 0.00 P-2B J-44 J-41 116.54 16 .00 135.9163 0 .00 P-2C J -41 J-2 1070.93 16.00 135.9163 0 .00 P-87a J-48 J -59a 115. 00 8.00 138 .3882 0 .00 N 0 D E D A T A NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0 .00 333 .00 FH-2 0.00 333 .00 FH-3 0.00 326 .00 FH-4 0 .00 333 .00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0 .00 309.00 FH-8 0.00 303.00 FH-9 0 .00 307.00 FH-10 0 .00 308.00 FH-11 0 .00 313.00 FH-12 0 .00 313.00 FH-13 16.50 305.00 FH-14 0 .00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-20 10.50 326.00 FH-21 0 .00 329.00 FH-22 19.50 336.00 FH-23 9 .00 338.00 FH-24 FH-24 3 .00 315.00 FH-25 FH-25 19.50 317.50 FH-26 30 .00 321. 00 FH-27 19.50 304.00 FH-28 9.00 324.50 FH-29 12.00 330.00 FH-30 27.00 320.00 FH-31 10.50 302.00 FH-32 1019.50 299.00 FH-lA 0.00 316.00 FH-2A 21. 00 316.00 FH-3A 0 .00 320.00 FH-4A 0.00 318.00 J-1 0.00 342.00 J-2 0.00 340.00 J-3 6 .00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0 .00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 J-10 10.50 312.00 J-11 0.00 311. 00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12 .00 314.00 J-15 15.00 318.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-19 15.00 313.00 J-21 18.00 309.00 J-22 12.00 310.00 FIRE FLOW SCENARIO #2 J-23 0 .00 305.00 J-24 4 .50 312 .00 J-25 6.00 304 .00 J-26 18.00 309 .00 J-27 0.00 295 .00 J-28 36.00 311.00 J-29 22.50 322 .00 J-30 0 .00 322 .00 J-31 28 .50 318 .00 J-32 3 .00 320 .00 J-33 6.00 316.00 J-34 0 .00 318.00 J-35 1. 50 316.00 J-36 9.00 316.50 J-37 3.00 331. 00 J-38 9.00 315 .00 J-39 0 .00 322.00 J-40 19.50 329.00 J-41 12.00 339.50 J-42 18.00 333.00 J-43 12.00 326.00 J-44 15.00 341. 00 J-45 9.00 335.00 J-46 12.00 334.00 J-47 0 .00 328 .00 J-48 15.00 324 .00 J-49 12.00 314.00 J-50 9.00 316 .50 J-51 16.50 299.00 J-52 0 .00 305 .00 J-53 6.00 302 .00 J-54 10.50 302.50 J-55 0.00 323 .00 J-56 12.00 326.00 J-58 12.00 334.00 J-59 13.50 331.50 J-61 9.00 317 .50 J-50a 19.50 315.00 J-59a 6.00 323.00 J-60a 15.00 319 .00 R-1 Wellborn Ele 342 .00 497.00 R-2 Flow Test 311.00 497.00 S2PlA-FHl 0.00 317.00 0 U T P U T 0 P T I 0 N DAT A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT s y s T E M c 0 N F I G u RA T I 0 N NUMBER OF PIPES •.••••••••••••••••• (p) 110 NUMBER OF END NODES •••••••••••••.• (j) 95 NUMBER OF PRIMARY LOOPS ........... (1) 14 NUMBER OF SUPPLY NODES •••••••••••• (f) 2 NUMBER OF SUPPLY ZONES •.••••.••••• ( z) 1 Case: 0 RESULTS OBTAINED AFTER 8 TRIALS : ACCURACY 0.00001 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) FIRE FLOW SCENARIO #2 M.D.W. Centre -Phase One p I P E L I N E RE S U L T s STATUS CODE : xx -CLOSED PIPE CV -CHECK VALVE p I p E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ NAME u #2 LOSS LOSS VELO . 1000 1000 gpm ft ft ft/s ft/f ft/f ----------------------------------------------------------------------------------------- P-1 R-1 J-1 627.37 0 .12 0.01 1. 00 0 .27 0 .24 P-2 J-1 J-44 587.21 0.15 0 .05 0.94 0 .28 0.21 P-3 J-2 J-3 283 .95 0 .01 0 .00 0 .45 0.07 0.06 P-4 J-3 J-4 203 .04 0.01 0.00 0.32 0 .03 0 .03 P-5 J-4 J-6 65 .67 0 .00 0.00 0 .10 0 .00 0.00 P-6 J-6 J-5 173.08 0 .31 0.05 1.96 3 .11 2 .65 P-7 FH-3 J-5 113 .37 0 .05 0.00 0 . 72 0 .32 0 .30 P-8 J-7 FH-3 113 .37 0 .12 0 .01 0 . 72 0 .31 0.30 P-9 FH-1 J-7 126.87 0 .08 0 .00 0.81 0 .39 0 .37 P-10 J-4 FH-1 126.87 0 .11 0 .00 0.81 0.37 0 .37 P-11 J-7 J-8 6 .00 0 .02 0.00 0.27 0.15 0.15 P-12 J-9 J-5 23.09 0 .02 0 .01 0 . 26 0 .08 0 .06 P-13 FH-2 J-9 44.09 0 .02 0.00 0.50 0 .25 0 .21 P-14 FH-31 J-51 16.50 0 .09 0 .00 0.42 0 .24 0.23 P-15 J-3 FH-4 74 .91 0.02 0 .00 0.48 0 .14 0.14 P-16 J-11 J-50a 262 .13 0 .03 0 .00 0 .42 0 .05 0.05 P-17 J-11 J-12 929.51 2.69 0.08 2.64 2.10 2 .04 P-18 J-12 J-52 109.85 0.11 0.01 0.70 0 .30 0.28 P-19 J-13 FH-7 122 .01 0 .06 0 .06 0.78 0 .67 0.34 P-20 FH-16 J-13 177.97 0.24 0 .07 1.14 0 .90 0.69 P-21 J-14 J-10 10.50 0.06 0 .00 0 .48 0.41 0 .41 P-22 FH-5 J -14 200.47 0.06 0.01 1.28 1. 01 0.86 P-23 FH-14 FH-5 200 .47 0 .17 0 .02 1.28 0 .95 0.86 P-24 J-16 FH-14 210 .97 0 .13 0 .02 1. 35 1.10 0 .94 P-25 FH-6 J-16 228 .97 0 .17 0 .00 1. 46 1.10 1.10 P-26 FH-14 J-17 10.50 0.11 0.00 o. 48 0.41 0.41 P-27 J-16 J-18 13.50 0 .24 0 .00 0 .61 0 .66 0.66 P-28 FH-7 FH-15 122.01 0 .12 0 .01 0.78 0 .36 0.34 P-29 FH-15 FH-8 63.14 0.10 0 .01 o. 72 0.43 0.41 P-30 FH-8 FH-31 192 .96 0 .94 0 .00 2 .19 3 .24 3 .24 P-31 FH-15 J-21 45.36 0 .07 0 .00 0.51 0.23 0.22 P-32 J-21 J-22 12 .00 0 .12 0 .00 0.54 0 .53 0.53 P-33 J-21 FH-9 15.36 0 .01 0.00 0.17 0 .03 0 .03 P-34 FH-9 FH-13 15.36 0 .00 0 .00 0 .10 0.01 0.01 P-35 J-23 FH-13 6.28 0 .00 0 .00 0.04 0.00 0.00 P-36 FH-13 FH-10 5 .14 0 .00 0 .00 0 .03 0.00 0.00 P-37 FH-10 J-25 6.00 0.02 0.00 0 .27 0 .15 0 .15 P-38 FH-11 FH-10 o. 86 0.00 0 .00 0.01 0.00 0.00 P-39 FH-11 J-26 18 .00 0.39 0 .00 0 .82 1.12 1.12 P-40 FH-11 FH-12 36.00 0 .02 0 .00 0 .23 0 .04 0.04 P-41 FH-12 J-28 36.00 0.99 0 .00 1.63 4 .06 4.06 P-42 J-1 J-23 40.16 3 .48 0.00 1.03 1.22 1.22 P-43 J-12 FH-32 819.66 1. 91 0 .00 2.33 1.55 1.55 P-44 J-23 J-27 33 .88 1. 47 0 .00 0 .86 0 .89 0 .89 P-45 R-2 J -11 1191. 63 0 .40 0 .00 1. 90 0 .80 0 .80 P-46 J-14 FH-16 177.97 0.23 0 .00 1.14 0 .69 0.69 P-47 FH-lA FH-11 54 .86 0 .02 0 .00 0 .35 0 .08 0 .07 P-48 FH-lA J-15 15.00 0.20 0.01 0.68 0 .82 0.80 P-49 J-19 FH-lA 47.47 0 .08 0 .00 0.54 0.24 0.23 P-50 J -19 J-24 4 .50 0 .01 0.00 0.20 0.09 0.09 P-51 FH-2A J-19 66.97 0.15 0 .00 0 . 76 0 .44 0.44 P-52 FH-3A FH-lA 22.39 0 .00 0.00 0.14 0 .01 0.01 P-53 FH-3A J-29 22 .50 0 .66 0.01 1.02 1. 73 1. 70 P-54 FH-3A J -30 58.50 0 .01 0.00 0.37 0.09 0 .08 P-55 J-31 FH-3A 103.39 0 .37 0 .00 1.17 0 .98 0.98 P-56 J-31 FH-2A 87 .97 0 .13 0 .01 1.00 0 .79 0 .73 P-57 FH-4A J-31 219.86 1.40 0.11 2 .49 4.27 3 .96 P-58 J-32 FH-4A 191. 57 0.09 0 .00 1.22 0 . 76 0.76 P-59 J-34 FH-4A 28.29 0.01 0.00 0.18 0.02 0.02 FIRE FLOW SCENARIO #2 P-60 J-33 FH-6 228.97 0 .12 0.04 1. 46 1. 40 1. 08 P-61 J-35 J-33 118. 52 0.23 0.00 1. 34 1. 32 1.29 P-62 J-36 J-33 116.45 0 .04 0 .00 0.74 0.34 0.31 P-63 S2P1A-FH1 J-36 134. 45 0.04 0.01 0 .86 0 .46 0 .40 P-64 J-36 J-38 9.00 0.02 0.01 0.23 0.10 0.08 P-65 J-39 J-32 194.57 0.19 0.05 1.24 1. 00 0.78 P-66 FH-20 J-39 194.57 0.23 0 .05 1.24 0.96 0.78 P-67 J-40 FH-20 205.07 0.19 0.04 1. 31 1. 02 0.86 P-68 J-37 J-40 187.92 0.11 0.03 1. 20 0.93 0 .73 P-69 J-42 J-40 36.65 0 .04 0 .00 0 .42 0 .15 0 .14 P-70 J-42 FH-21 12.00 0.00 0 .00 0 .14 0 .02 0 .02 P-71 FH-21 J-43 12.00 0 .02 0 .00 0 .31 0.13 0 .13 P-72 FH-22 J-37 160.11 0 .19 0.04 1. 02 0.65 0 .54 P-73 J-41 FH-22 179. 61 0.13 0 .02 1.15 0.75 0.67 P-74 J-45 J-42 66.65 0.09 0.01 0. 76 0.48 0.43 P-75 FH-23 J-45 87.65 0.14 0 .01 0 .99 0 .78 0. 72 P-76 J-44 FH-23 96.65 0.22 0.01 1.10 0.92 0 .86 P-77 J-45 J-46 12 .00 0.02 0.00 0.31 0 .13 0.13 P-78 J-47 J-37 30.82 0.05 0 .00 0 .35 0 .11 0.10 P-79 FH-24 J-35 120.02 0.16 0.02 1. 36 1. 46 1.32 P-80 FH-24 J-49 12 .00 0 .03 0 .00 0.31 0 .13 0.13 P-81 J-50 FH-24 135. 02 0.40 0 .01 1. 53 1. 67 1. 64 P-82 J-50a J-50 135 .21 0 .74 0 .03 1.53 1. 71 1. 65 P-83 FH-25 J-50 8 .81 0.00 0.00 0 .10 0.01 0.01 P-84 FH-26 FH-25 28.31 0.06 0.00 0.32 0.09 0.09 P-85 J-48 FH-26 58.31 0.06 0.00 0 .66 0 .36 0.34 P-86 J-5 J-48 293.05 0 .27 0.00 1. 87 1. 68 1. 68 P-87 FH-28 J-55 0.00 0 .00 0.00 0.00 0.00 0 .00 P-88 J-13 J-52 55.97 0.01 0.00 0 .36 0 .08 0.08 P-89 J-52 FH-27 165.82 0.06 0.01 1. 06 0 .71 0.58 P-90 FH-27 J-53 146. 32 0.24 0.01 0 .93 0 .48 0.46 P-91 J-53 FH-8 129.82 0.02 0.00 0.83 0.37 0 .37 P-92 J-53 J-54 10.50 0.02 0.00 0.27 0.10 0 .10 P-93 J-30 FH-28 58 .50 0 .02 0 .00 0 .37 0 .09 0 .08 P-94 FH-28 FH-29 37 .50 0 .05 0 .00 0.43 0 .16 0.15 P-95 FH-29 J-58 12.00 0.03 0 .00 0.31 0.13 0.13 P-96 FH-28 J-56 12.00 0.03 0 .00 0.31 0 .13 0.13 P-97 FH-29 J-59 13 .50 0 .06 0 .00 0 .34 0 .16 0 .16 P-98 J-59a FH-30 213 .74 0 .32 0 .19 1. 36 1. 46 0 .91 P-99 FH-30 J-34 28 .29 0 .00 0 .00 0 .18 0 .05 0 .02 P-100 FH-30 J-60a 158.45 0.13 0 .01 1.01 0.56 0.53 P-101 J-60a J-61 9.00 0.01 0.00 0.23 0.08 0 .08 P-102 J-60a S2P1A-FH1 134.45 0 .09 0 .00 0.86 0 .39 0.39 P-103 FH-31 FH-32 165.96 0.47 0.04 1. 06 0.62 0.57 P-104 J-27 FH-32 33.88 0.00 0 .00 0 .10 0 .00 0.00 P-14A J-47 FH-2 44 .09 0.09 0 .01 0 .50 0 .22 0 .21 P-14B FH-4 J-47 74.91 0.22 0.00 0.85 0.56 0.56 P-16B J-50a J-6 107.41 0.01 0.00 0 .17 0 .01 0 .01 P-2B J-44 J -41 475.56 0.02 0 .00 0 .76 0 .15 0 .15 P-2C J-41 J-2 283 .95 0 .06 0.00 0.45 0.06 0.06 P-87a J-48 J-59a 219.74 0.11 0.00 1. 40 0.98 0.98 N 0 D E RE s U L T S NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE gpm ft ft ft psi ------------------------------------------------------------------------------ FH-1 0 .00 496 .46 333 .00 163.46 70.83 FH-2 0.00 496 .24 333.00 163.24 70.74 FH-3 0.00 496 .24 326.00 170.24 73.77 FH-4 0.00 496 .55 333 .00 163.55 70.87 FH-5 0.00 494 .32 313.00 181. 32 78 .57 FH-6 0.00 494 .83 316 .00 178 .83 77 .49 FH-7 0.00 493.60 309 .00 184.60 79.99 FH-8 0.00 493 .37 303.00 190.37 82 .49 FH-9 0.00 493.39 307 .00 186.39 80.77 FH-10 0 .00 493.39 308 .00 185.39 80.33 FH-11 0.00 493.39 313 .00 180.39 78 .17 FIRE FLOW SCENARIO #2 FH-12 0 .00 493.37 313.00 180.37 78 .16 FH-13 16 .50 493.39 305.00 188.39 81. 63 FH-14 0 .00 494 .51 315.00 179.51 77.79 FH-15 13 .50 493.47 306.00 187.47 81.24 FH-16 0.00 494.03 307.00 187.03 81.04 FH-20 10.50 495.91 326.00 169.91 73.63 FH-21 0.00 496 .18 329.00 167.18 72. 44 FH-22 19 .50 496 .50 336.00 160.50 69 .55 FH-23 9 .00 496.44 338 .00 158.44 68 .66 FH-24 FH-24 3.00 495 .40 315.00 180.40 78.17 FH-25 FH-25 19.50 495.80 317.50 178.30 77.27 FH-26 30 .00 495 .86 321.00 174 .86 75 .77 FH-27 19 .50 493 .64 304.00 189.64 82 .18 FH-28 9 .00 493 .39 324.50 168.89 73.18 FH-29 12 .00 493 .33 330.00 163.33 70 .78 FH-30 27 .00 495 .31 320.00 175.31 75 .97 FH-31 10 .50 492 .43 302.00 190.43 82.52 FH-32 1019 .50 491. 92 299.00 192.92 83 .60 FH-lA 0.00 493.41 316.00 177.41 76.88 FH-2A 21. 00 493 .64 316.00 177.64 76.98 FH-3A 0 .00 493 .41 320.00 173.41 75 .15 FH-4A 0 .00 495.29 318.00 177.29 76.83 J-1 0 .00 496.87 342.00 154.87 67 .11 J-2 0 .00 496.59 340.00 156.59 67.86 J-3 6.00 496 .58 339.00 157.58 68.28 J-4 10 .50 496 .57 339.00 157.57 68 .28 J-5 16.50 496.19 327 .00 169.19 73 .32 J-6 0.00 496.56 328 .00 168.56 73.04 J-7 7 .50 496.37 330.00 166.37 72. 09 J-8 6.00 496.35 329.00 167.35 72 .52 J-9 21.00 496 .22 323.00 173.22 75.06 J-10 10 .50 494 .19 312 .00 182.19 78 .95 J-11 0.00 496 . 60 311.00 185.60 80 .43 J-12 0 .00 493.83 305.00 188.83 81. 83 J-13 0.00 493. 72 307.00 186.72 80 .91 J-14 12 .00 494 .25 314.00 180.25 78.11 J-15 15 .00 493 .20 318.00 175.20 75.92 J-16 4 .50 494 .66 315.00 179.66 77.85 J-17 10 .50 494.40 314.00 180.40 78 .17 J-18 13 .50 494.43 313.00 181.43 78 .62 J-19 15 .00 493 .49 313.00 180.49 78 .21 J-21 18.00 493.40 309.00 184.40 79 .91 J-22 12 .00 493 .28 310.00 183.28 79 .42 J-23 0 .00 493.39 305.00 188.39 81. 63 J-24 4 .50 493.48 312.00 181.48 78.64 J-25 6 .00 493 .37 304.00 189.37 82 .06 J-26 18 .00 493.00 309.00 184.00 79.73 J-27 0 .00 491. 92 295.00 196.92 85.33 J-28 36.00 4 92 . 37 311.00 181.37 78.60 J-29 22.50 492.74 322.00 170.74 73 .99 J-30 0 .00 493 .40 322.00 171. 40 74 .27 J-31 28 .50 493.78 318.00 175.78 76.17 J-32 3 .00 495 .38 320.00 175. 38 76 .00 J-33 6 .00 494 .99 316.00 178.99 77 .56 J-34 0 .00 495 .30 318.00 177 .30 76.83 J-35 1.50 495.22 316.00 179.22 77.66 J-36 9.00 495 .04 316.50 178.54 77 .37 J-37 3 .00 496.28 331. 00 165.28 71 . 62 J-38 9 .00 495 .01 315.00 180.01 78.01 J-39 0.00 495.63 322.00 173. 63 75.24 J-40 19.50 496.14 329.00 167.14 72 . 43 J-41 12 .00 496.65 339.50 157.15 68 .10 J-42 18 .00 496.18 333.00 163.18 70.71 J-43 12 .00 496.16 326.00 170.16 73 .73 J-44 15 .00 496.67 341.00 155.67 67 . 46 J-45 9 .00 496.28 335.00 161.28 69 .89 J-46 12 .00 496.26 334.00 162 . 26 70 .31 J-47 0 .00 496.33 328.00 168.33 72 . 94 J-48 15.00 495.93 324.00 171. 93 74 .50 J-49 12.00 495.36 314. 00 181. 36 78 .59 J-50 9 .00 495.80 316.50 179.30 77.70 FIRE FLOW SCENARIO #2 J-51 16.50 492.34 299.00 J-52 0 .00 493 . 71 305.00 J-53 6 .00 493 .39 302.00 J-54 10.50 493.37 302.50 J-55 0.00 493.39 323.00 J-56 12.00 493 .35 326.00 J-58 12.00 493.30 334.00 J-59 13.50 493.27 331.50 J-61 9.00 495.16 317.50 J-50a 19.50 496.57 315.00 J-59a 6.00 495.81 323.00 J-60a 15.00 495 .17 319.00 R-1 Wellborn Ele 497 .00 342 .00 R-2 Flow Test 497 .00 311. 00 S2P1A-FH1 0 .00 495 .09 317.00 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NET NET NET NODE NAME R-1 R-2 SYSTEM SYSTEM SYSTEM INFLOW OUTFLOW DEMAND FLOWRATE gpm 627.37 1191. 63 = 1819.00 0.00 1819.00 NODE TITLE Wellborn Ele Flow Test ***** HYDRAULIC ANALYSIS COMPLETED ***** 193.34 83 .78 188 . 71 81. 77 191.39 82.94 190.87 82. 71 170.39 73.83 167.35 72 .52 159.30 69.03 161. 77 70.10 177.66 76.99 181. 57 78 .68 172. 81 74 .89 176.17 76.34 155.00 67.17 186.00 80 .60 178.09 77.17 SANITARY SEWER SYSTEM MAP WINSTORM HYDRAULIC ANALYSIS DATA stmOutput.txt WinStorm (STORM DRAIN DESIGN) PROJECT NAME : 260 JOB NUMBER 0531 PROJECT DESCRIPTION : Section 3, Phase Two DESIGN FREQUENCY MEASUREMENT UNITS: 2 Years ENGLISH OUTPUT FOR DESIGN FREQUENCY of: 2 Years =========================================== Runoff Computation for Design Frequency. Version 3.05, Jan. 25, 2002 Run @ 6/9/2014 11:47:45 AM ============================================================================= ID MH-1 MH-2 MH-3 MH-4 MH-5 MH-6 tll!H-10 MH-11 MH-12 MH-13 MH-14 MH-16 MH-17 MH-18 MH-19 MH-20 MH-21 MH-23 MH-26 MH-27 MH-29 MH-33 MH-34 MH-35 MH-36 MH-37 MH-38 MH-39 MH-40 C Value 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Area Tc (acre) (min) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 Tc Used (min) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Intensity (in/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 1 Supply Q (cfs) 0.001 0.002 0.040 0.018 0.005 0.017 0.010 0.020 0.013 0.023 0.017 0. 017 0.010 0.108 0.015 0.012 0.007 0.040 0.007 0.012 0.079 0.000 0.015 0.005 0.007 0.013 0.000 0.002 0.013 0.010 0.003 0.003 Total Q (cfs) 0.001 0.002 0.040 0.018 0.005 0.017 0.010 0.020 0.013 0.023 0.017 0.017 0.010 0.108 0.015 0.012 0.007 0.040 0.007 0.012 0.079 0.000 0.015 0.005 0.007 0.013 0.000 0.002 0.013 0.010 0.003 0.003 stmOutput.txt MH-41 0.0 0.00 10.00 0.00 0.00 0.005 0.005 H-42 0.0 0.00 10.00 0.00 0.00 0.001 0.001 •H-44 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH-45 0.0 0.00 10.00 0.00 0.00 0.030 0.030 MH-46 0.0 0.00 10.00 0.00 0.00 0.046 0.046 MH-47 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH-48 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH-49 0.0 0.00 10.00 0.00 0.00 0.001 0.001 MH-50 0.0 0.00 10.00 0.00 0.00 0.008 0.008 MH-51 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH-52 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH-53 0.0 0.00 10.00 0.00 0.00 0.002 0.002 MH-54 0.0 0.00 10.00 0.00 0.00 0.002 0.002 MH-55 0.0 0.00 10.00 0.00 0.00 0.015 0.015 MH-56 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH-57 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH-58 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH-59 0.0 0.00 10.00 0.00 0.00 0.015 0.015 MH-60 0.0 0.00 10.00 0.00 0.00 0.012 0.012 MH-61 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH-62 0.0 0.00 10.00 0.00 0.00 0.010 0.010 MH-63 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH-64 0.0 0.00 10.00 0.00 0.00 0.002 0.002 MH-65 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH-66 0.0 0.00 10.00 0.00 0.00 0.020 0.020 MH-67 0.0 0.00 10.00 0.00 0.00 0.005 0.005 H-68 0.0 0.00 10.00 0.00 0.00 0.008 0.008 -69 0.0 0.00 10.00 0.00 0.00 0.007 0.007 11:m-7o 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH-71 0.0 0.00 10.00 0.00 0.00 0.068 0.068 MH-72 0.0 0.00 10.00 0.00 0.00 0.010 0.010 MH-74 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH-lB 0.0 0.00 10.00 0.00 0.00 0.017 0.017 MH-75 0.0 0.00 10.00 0.00 0.00 0.010 0.010 MH-76 0.0 0.00 10.00 0.00 0.00 0.023 0.023 MH-77 0.0 0.00 10.00 0.00 0.00 0.005 0.005 MH-78 0.0 0.00 10.00 0.00 0.00 0.026 0.026 MH-79 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH-80 0.0 0.00 10.00 0.00 0.00 0.031 0.031 MH-81 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH-82 0.0 0.00 10.00 0.00 0.00 0.023 0.023 MH-83 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH-84 0.0 0.00 10.00 0.00 0.00 0.030 0.030 MH-85 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH-86 0.0 0.00 10.00 0.00 0.00 0.080 0.080 MH-87 0.0 0.00 10.00 0.00 0.00 0.053 0.053 MH-88 0.0 0.00 10.00 0.00 0.00 0.059 0.059 MH-90 0.0 0.00 10.00 0.00 0.00 0.119 0.119 MH-93 0.0 0.00 10.00 0.00 0.00 0.063 0.063 MH-94 0.0 0.00 10.00 0.00 0.00 0.017 0.017 MH-95 0.0 0.00 10.00 0.00 0.00 0.007 0.007 Page 2 stmOutput.txt MH-96 0.0 0.00 10.00 0.00 0.00 0.008 0.008 -97 0.0 0.00 10.00 0.00 0.00 0.005 0.005 l" H-98 0.0 0.00 10.00 0.00 0.00 0.012 0.012 MH-99 0.0 0.00 10.00 0.00 0.00 0.025 0.025 MH-100 0.0 0.00 10.00 0.00 0.00 0.021 0.021 MH-101 0.0 0.00 10.00 0.00 0.00 0.017 0.017 MH-102 0.0 0.00 10.00 0.00 0.00 0.005 0.005 MH 103 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH-104 0.0 0.00 10.00 0.00 0.00 0.008 0.008 MH-105 0.0 0.00 10.00 0.00 0.00 0.025 0.025 MH-106 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH-107 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH-108 0.0 0.00 10.00 0.00 0.00 0.020 0.020 MH-109 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH-110 0.0 0.00 10.00 0.00 0.00 0.015 0.015 MH-111 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH-112 0.0 0.00 10.00 0.00 0.00 0.010 0.010 MH-113 0.0 0.00 10.00 0.00 0.00 0.020 0.020 ----------------------------------------------------------------------------- Cumulative Junction Discharge Computations ================================================================================= Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total I.D. Type C-Value Dr.Area Tc Supply Q Q in Node Disch. (acres) (min) (in/hr) cfs) (cfs) (cfs) --------------------------------------------------------------------------------- ~-1 CircMh 0.000 0.00 10.00 6.33 0.312 0.00 0.312 MH-2 CircMh 0.000 0.00 10 .00 6.33 0.331 0.00 0.331 MH-3 CircMh 0.000 0.00 14.07 5.37 0. 464 0.00 0. 464 MH-4 CircMh 0.000 0.00 15.32 5.13 0.489 0.00 0.489 MH-5 CircMh 0.000 0.00 16.07 5.01 0.494 0.00 0.494 MH-6 CircMh 0.000 0.00 17.56 4.77 0.511 0.00 0.511 MH-7 CircMh 0.000 0.00 19.06 4.55 0.531 0.00 0.531 MH-8 CircMh 0.000 0.00 19.95 4.44 0.551 0.00 0.551 MH-9 CircMh 0.000 0.00 21.12 4.29 0.571 0.00 0.571 MH-10 CircMh 0.000 0.00 23.62 4.02 0.782 0.00 0.782 MH-11 CircMh 0.000 0.00 24.43 3.94 0.802 0.00 0.802 MH-12 CircMh 0.000 0.00 26.06 3.78 0.819 0.00 0.819 MH-13 CircMh 0.000 0.00 27.67 3.65 0.829 0.00 0.829 MH-14 CircMh 0.000 0.00 28.86 3.55 0.937 0.00 0.937 MH-15 CircMh 0.000 0.00 29.78 3.48 0.937 0.00 0.937 MH-16 CircMh 0.000 0.00 31.61 3.35 0.952 0.00 0.952 MH-17 CircMh 0.000 0.00 32.67 3.28 0.989 0.00 0.989 MH-18 CircMh 0.000 0.00 33.42 3.23 1. 036 0.00 1. 036 MH-19 CircMh 0.000 0.00 38.96 2.92 1. 638 0.00 1. 638 MH-20 CircMh 0.000 0.00 39.73 2.88 1.645 0.00 1. 645 MH-21 CircMh 0.000 0.00 40.75 2.83 1. 657 0.00 1. 657 MH-22 CircMh 0.000 0.00 41. 37 2.81 1. 657 0.00 1. 657 MH-23 CircMh 0.000 0.00 43.11 2.73 1. 736 0.00 1. 736 MH-24 CircMh 0.000 0.00 43.61 2.71 1. 736 0.00 1. 736 Page 3 stmOutput.txt MH-25 CircMh 0.000 0.00 43.90 2.69 1. 736 0.00 1. 736 -26 CircMh 0.000 0.00 24.75 3.90 0.436 0.00 0.436 ·'.IH-2 7 CircMh 0.000 0.00 25.96 3.79 0.494 0.00 0.494 MH-28 CircMh 0.000 0.00 26.98 3.70 0.494 0.00 0.494 MH-29 CircMh 0.000 0.00 27.81 3.63 0.501 0.00 0.501 MH-30 CircMh 0.000 0.00 30.35 3.44 0.501 0.00 0.501 MH-31 CircMh 0.000 0.00 31.69 3.34 0.501 0.00 0.501 MH-32 CircMh 0.000 0.00 32.31 3.30 0.523 0.00 0.523 MH-33 CircMh 0.000 0.00 33.85 3.20 0.530 0.00 0.530 MH-34 CircMh 0.000 0.00 36.00 3.08 0.543 0.00 0.543 MH-35 CircMh 0.000 0.00 10.00 6.33 0.040 0.00 0.040 MH-36 CircMh 0.000 0.00 0.00 0.00 0.002 0.00 0.002 MH-37 CircMh 0.000 0.00 10.00 6.33 0.015 0.00 0.015 MH-38 CircMh 0.000 0.00 10.88 6.09 0.025 0.00 0.025 MH-39 CircMh 0.000 0.00 0.00 0.00 0.003 0.00 0.003 MH-40 CircMh 0.000 0.00 17.85 4.73 0.183 0.00 0.183 MH-41 CircMh 0.000 0.00 19.72 4.47 0.188 0.00 0.188 MH-42 CircMh 0.000 0.00 0.00 0.00 0.001 0.00 0.001 MH-43 CircMh 0.000 0.00 10.00 6.33 0.001 0.00 0.001 MH-44 CircMh 0.000 0.00 0.00 0.00 0.003 0.00 0.003 MH-45 CircMh 0.000 0.00 10.00 6.33 0.046 0.00 0.046 MH-46 CircMh 0.000 0.00 11. 72 5.88 0.092 0.00 0.092 MH-47 CircMh 0.000 0.00 0.00 0.00 0.013 0.00 0.013 MH-48 CircMh 0.000 0.00 0.00 0.00 0.003 0.00 0.003 MH-49 CircMh 0.000 0.00 10.00 6.33 0.004 0.00 0.004 MH-50 CircMh 0.000 0.00 10.00 6.33 0.012 0.00 0.012 H-51 CircMh 0.000 0.00 10.00 6.33 0.015 0.00 0.015 -52 CircMh 0.000 0.00 10.00 6.33 0.022 0.00 0.022 MH-53 CircMh 0.000 0.00 0.00 0.00 0.002 0.00 0.002 MH-54 CircMh 0.000 0.00 0.00 0.00 0.002 0.00 0.002 MH-55 CircMh 0.000 0.00 10.00 6.33 0.017 0.00 0.017 MH-56 CircMh 0.000 0.00 10.00 6.33 0.030 0.00 0.030 MH-57 CircMh 0.000 0.00 10.64 6.15 0.043 0.00 0.043 LS CircMh 0.000 0.00 43.90 2.69 1.736 0.00 1. 736 MH-58 CircMh 0.000 0.00 23.89 3.99 0.436 0.00 0.436 MH-59 CircMh 0.000 0.00 22.92 4.09 0.433 0.00 0.433 MH-60 CircMh 0.000 0.00 12.18 5.77 0.177 0.00 0.177 MH-61 CircMh 0.000 0.00 10.05 6.31 0.165 0.00 0.165 MH-62 CircMh 0.000 0.00 0.00 0.00 0.010 0.00 0.010 MH-63 CircMh 0.000 0.00 21. 68 4.23 0.241 0.00 0.241 MH-64 CircMh 0.000 0.00 10.00 6.33 0.148 0.00 0.148 MH-65 CircMh 0.000 0.00 20.63 4.35 0.234 0.00 0.234 MH-66 CircMh 0.000 0.00 19.23 4.53 0.227 0.00 0.227 MH-67 CircMh 0.000 0.00 17.68 4.75 0.197 0.00 0.197 MH-68 CircMh 0.000 0.00 16.35 4.96 0.192 0.00 0.192 MH-69 CircMh 0.000 0.00 10.00 6.33 0.010 0.00 0.010 MH-70 CircMh 0.000 0.00 0.00 0.00 0.003 0.00 0.003 MH-71 CircMh 0.000 0.00 10.00 6.33 0.136 0.00 0.136 MH-73 CircMh 0.000 0.00 10.00 6.33 0.146 0.00 0.146 MH-72 CircMh 0.000 0.00 0.00 0.00 0.010 0.00 0.010 MH-74 CircMh 0.000 0.00 0.00 0.00 0.007 0.00 0.007 Page 4 stmOutput .txt MH-lB CircMh 0.000 0 .00 10 .00 6 .33 0 .329 0.00 0.329 H-75 CircMh 0 .000 0.00 0 .00 0.00 0 .010 0 .00 0.010 "1H-76 CircMh 0.000 0 .00 10 .00 6.33 0.033 0.00 0.033 MH-77 CircMh 0.000 0 .00 10 .00 6 .33 0 .038 0.00 0.038 MH-78 CircMh 0 .000 0 .00 10 .00 6 .33 0 .064 0.00 0.064 MH-79 CircMh 0.000 0.00 14 .17 5 .35 0.153 0.00 0 .153 MH-80 CircMh 0 .000 0.00 15 .36 5 .13 0 .184 0.00 0.184 MH-80 CircMh 0.000 0.00 0 .00 0.00 0 .000 0.00 0 .000 MH-81 CircMh 0.000 0.00 0 .00 0.00 0 .003 0.00 0 .003 MH-82 CircMh 0.000 0 .00 10.00 6.33 0.039 0.00 0 .039 MH-83 CircMh 0 .000 0 .00 10 .00 6.33 0.052 0.00 0 .052 MH-84 CircMh 0.000 0.00 12 .11 5 .79 0.082 0.00 0.082 MH-85 CircMh 0.000 0 .00 0 .00 0 .00 0 .013 0.00 0.013 MH-86 CircMh 0.000 0.00 0.00 0.00 0 .080 0.00 0.080 MH-87 CircMh 0 .000 0.00 10 .00 6 .33 0.133 0.00 0.133 MH-88 CircMh 0 .000 0 .00 10.00 6.33 0 .192 0.00 0 .192 MH-90 CircMh 0.000 0.00 10.00 6.33 0 .311 0.00 0.311 MH-91 CircMh 0 .000 0 .00 10 .00 6 .33 0 .311 0 .00 0.311 MH-92 CircMh 0.000 0.00 10 .00 6.33 0 .311 0.00 0.311 MH-89 CircMh 0.000 0 .00 10.00 6.33 0 .192 0.00 0.192 MH-93 CircMh 0.000 0 .00 11. 59 5 .91 0 .131 0.00 0.131 MH-94 BoxMh 0.000 0 .00 12.93 5 .60 0 .160 0 .00 0.160 MH-95 CircMh 0.000 0.00 15.50 5.10 0 .172 0.00 0.172 MH-96 CircMh 0.000 0.00 16.98 4.86 0 .180 0.00 0.180 MH-97 CircMh 0.000 0 .00 0.00 0.00 0.005 0 .00 0.005 MH-98 CircMh 0 .000 0.00 0.00 0 .00 0.012 0 .00 0.012 H-99 CircMh 0.000 0.00 10 .32 6 .24 0 .068 0 .00 0.068 -100 CircMh 0.000 0 .00 10.00 6.33 0.043 0 .00 0.043 MH-101 CircMh 0 .000 0.00 10.00 6 .33 0.022 0 .00 0.022 MH-102 CircMh 0.000 0.00 0 .00 0 .00 0.005 0.00 0.005 MH 103 CircMh 0.000 0.00 10.00 6.33 0.040 0 .00 0.040 MH-104 CircMh 0.000 0.00 0.00 0 .00 0 .008 0.00 0 .008 MH-105 CircMh 0.000 0.00 0 .00 0 .00 0 .025 0.00 0.025 MH-106 CircMh 0.000 0 .00 10 .00 6.33 0.068 0.00 0.068 MH-107 CircMh 0.000 0 .00 10 .00 6.33 0 .041 0.00 0.041 MH-108 CircMh 0.000 0.00 0 .00 0.00 0.020 0 .00 0 .020 MH-109 CircMh 0.000 0 .00 0.00 0 .00 0.013 0.00 0 .013 MH-110 CircMh 0.000 0 .00 0 .00 0.00 0 .015 0.00 0.015 MH-111 CircMh 0.000 0.00 0 .00 0.00 0.007 0.00 0.007 MH-112 CircMh 0.000 0 .00 0 .00 0.00 0 .010 0 .00 0.010 MH-113 CircMh 0 .000 0.00 0 .00 0.00 0.020 0 .00 0.020 --------------------------------------------------------------------------------- Conveyance Configuration Data ================================================================================== Run# Node I.D . Flow line Elev. us DS us DS Shape # Span Rise Length Slope n value (ft) (ft) (ft) (ft) (ft) (%) ---------------------------------------------------------------------------------- 1 MH-1 MH-lB 328 .49 321.14 Circ 1 0.00 0 . 67 367.38 2.00 0 .013 Page 5 stmOutput.txt 2 MH-2 MH -3 316.64 313 .56 Circ 1 0.00 0.67 499 .00 0.62 0 .013 MH-3 MH-4 313 .46 312.25 Circ 1 0 .00 0. 67 202.24 0 .60 0.013 MH-4 MH-5 312.15 311.41 Circ 1 0 .00 0 .67 121.99 0 .61 0.013 5 MH-5 MH-6 311. 31 309.87 Circ 1 0.00 0. 67 241. 44 0 .60 0.013 6 MH-6 MH-7 309.77 308.29 Circ 1 0 .00 0.67 246.37 0 .60 0 .013 7 MH-7 MH-8 308 .19 307 .30 Circ 1 0.00 0 . 67 147 .45 0.60 0 .013 8 MH-8 MH-9 307.20 306 .03 Circ 1 0.00 0.67 196 .23 0 .60 0.013 9 MH-9 MH-10 305 .93 303 .39 Circ 1 0.00 0.67 422 .47 0 . 60 0.013 10 MH-10 MH-11 303 .29 302.40 Circ 1 0.00 0.67 147 .73 0 .60 0 .013 11 MH-11 MH-1 2 302.30 300 .54 Circ 1 0 .00 0.67 295.04 0.60 0.013 12 MH-12 MH-13 300 .37 299.35 Circ 1 0.00 0.83 256 .72 0 . 40 0 .013 13 MH-13 MH-14 299.25 298.50 Circ 1 0.00 0.83 188.82 0 .40 0.013 14 MH-14 MH-15 298.40 297.80 Circ 1 0 .00 0 .83 149 .65 0.40 0.013 15 MH-15 MH-16 297 .70 296.50 Circ 1 0.00 0 .83 298 .28 0.40 0.013 16 MH-16 MH-17 296 .40 295 .70 Circ 1 0 .00 0 .83 175 .36 0 .40 0.013 17 MH-17 MH-18 295.60 295 .10 Circ 1 0 .00 0 .83 124 .67 0.40 0 .013 18 MH-18 MH-19 293 .20 292 .00 Circ 1 0.00 0.83 298 .65 0 .40 0 .013 19 MH-19 MH-20 2 91. 90 291. 34 Circ 1 0 .00 0 .83 139.67 0.40 0 .013 20 MH-20 MH-21 291.24 290.50 Circ 1 0.00 0.83 186 .82 0 .40 0 .013 21 MH-21 MH-22 290.40 288.86 Circ 1 0 .00 0 .83 161 .35 0.95 0.013 22 MH-22 MH-23 288.76 284.49 Circ 1 0.00 0 .83 450 .41 0 .95 0 .013 23 MH-23 MH-24 284.39 283.15 Circ 1 0 .00 0.83 130 .50 0 .95 0.013 24 MH-24 MH-25 283 .05 282.36 Circ 1 0 .00 0.83 74 .19 0.93 0 .013 25 MH-25 LS 272 .11 272.00 Circ 1 0 .00 1. 00 10 .00 1.10 0.013 26 MH-26 MH-27 302 .64 301. 99 Circ 1 0.00 0 .67 162.75 0.40 0.013 27 MH-27 MH-28 301.89 301. 32 Circ 1 0 .0 0 0 .67 143 .59 0 .40 0.01 3 28 MH-28 MH-29 301. 22 300.76 Circ 1 0 .00 0 .67 115 .30 0 .40 0.013 MH-29 MH-30 299 .66 298.23 Circ 1 0.0 0 0.67 355 .67 0.40 0.013 0 MH-30 MH-31 298 .13 297 .38 Circ 1 0 .00 0. 67 187 .88 0.40 0.013 31 MH-31 MH-32 297.28 296 .94 Circ 1 0.00 0. 67 86 .22 0 .39 0.013 32 MH-32 MH-33 296 .84 295 .96 Circ 1 0 .0 0 0 .67 218 .72 0 .40 0 .013 33 MH-33 MH-34 295 .86 294.65 Circ 1 0.00 0.67 304.23 0.40 0.013 34 MH-34 MH-19 294 .55 292 .86 Circ 1 0.00 0 . 67 421. 50 0 .40 0.013 35 MH-35 MH-18 294 .21 293 .58 Circ 1 0 .00 0 .50 79.73 0 .79 0.013 36 MH-36 MH-37 303.59 300.78 Circ 1 0.00 0 .50 280 .68 1. 00 0.013 37 MH-37 MH-38 300 .68 298 .00 Circ 1 0 .00 0 .50 267 .72 1. 00 0 .013 38 MH-38 MH-1 7 297.90 295 .93 Circ 1 0 .00 0 .50 197 .55 1. 00 0 .013 39 MH-39 MH-11 305 .66 302 .78 Circ 1 0.00 0.50 252 .96 1.14 0.013 40 MH-40 MH-41 305.15 304.35 Circ 1 0 .00 0.67 200 .60 0 .40 0.013 41 MH-41 MH-10 304 .25 303 .39 Circ 1 0.00 0.67 214.24 0 .40 0 .013 42 MH-42 MH-43 314.65 314 .32 Circ 1 0 .0 0 0 .67 82 .72 0 .40 0.013 43 MH-43 MH-3 314 .22 313 .56 Circ 1 0 .0 0 0 .67 166 .00 0.40 0 .013 44 MH-44 MH-45 330 .30 321. 81 Circ 1 0 .00 0 .50 396.50 2 .14 0.013 45 MH-45 MH-46 321. 71 316.71 Circ 1 0 .00 0 .50 499.51 1. 00 0.013 46 MH-46 MH-3 316 .61 313 .73 Circ 1 0.00 0 .50 294 .82 0 .98 0 .013 47 MH-47 MH-45 322 .89 322.20 Circ 1 0 .00 0 .50 68 .50 1. 01 0.013 48 MH-48 MH-49 303 .30 302 .59 Circ 1 0 .00 0 .50 79 .09 0.90 0.013 49 MH-49 MH-50 302 .49 301.01 Circ 1 0.00 0.50 145.85 1. 01 0.013 50 MH-50 MH-51 300.91 299.44 Circ 1 0 .00 0.50 147 .85 0.99 0.013 51 MH-51 MH-52 299.34 297.87 Circ 1 0.00 0.50 147 .05 1. 00 0.013 52 MH-52 MH-32 297.60 296 .96 Circ 1 0 .00 0 . 67 159 .13 0.40 0.013 Page 6 stmOutput.txt 53 MH-53 MH-29 302.46 300.92 Circ 1 0.00 0.50 153.25 1. 00 0.013 4 MH-54 MH-55 308.74 307.67 Circ 1 0.00 0.50 136.07 0.79 0.013 JS MH-55 MH-56 307.57 305.87 Circ 1 0.00 0.50 216.39 0.79 0.013 56 MH-56 MH-57 305.77 303.12 Circ 1 0.00 0.50 338.40 0.78 0.013 57 MH-57 MH-27 302.95 301. 99 Circ 1 0.00 0. 67 239.11 0.40 0.013 58 MH-58 MH-26 303.37 302.89 Circ 1 0.00 0. 67 118.88 0.40 0.013 59 MH-59 MH-58 304.86 303.54 Circ 1 0.00 0.50 166.18 0.79 0.013 60 MH-60 MH-59 306.34 304.96 Circ 1 0.00 0.50 172.27 0.80 0.013 61 MH-61 MH-60 304.86 303.53 Circ 1 0.00 0.50 251. 99 0.53 0.013 62 MH-62 MH-61 303.37 302.89 Circ 1 0.00 0.50 154.44 0.31 0.013 63 MH-63 MH-59 307.00 304.96 Circ 1 0.00 0.50 204.68 1. 00 0.013 64 MH-64 MH-61 309.96 308.56 Circ 1 0.00 0.50 175.68 0. 80 0.013 65 MH-65 MH-63 308.37 307.11 Circ 1 0.00 0.50 157.35 0.80 0.013 66 MH-66 MH-65 310.13 308.47 Circ 1 0.00 0.50 208.26 0.80 0.013 67 MH-67 MH-66 311.17 310.23 Circ 1 0.00 0.50 187.39 0.50 0.013 68 MH-68 MH-67 312.07 311. 27 Circ 1 0.00 0.50 159.41 0.50 0.013 69 MH-69 MH-66 311.95 310.23 Circ 1 0.00 0.50 214.88 0.80 0.013 70 MH-70 MH-69 313.20 312.05 Circ 1 0.00 0.50 145.01 0.79 0.013 71 MH-73 MH-64 311.49 310.06 Circ 1 0.00 0.50 178.61 0.80 0.013 72 MH-71 MH-73 312.51 311.59 Circ 1 0.00 0.50 114.50 0.80 0.013 73 MH-72 MH-73 315.99 311.59 Circ 1 0.00 0.50 244.30 1. 80 0.013 74 MH-74 MH-9 308.57 306.43 Circ 1 0.00 0.50 214.00 1. 00 0.013 75 MH-lB MH-2 321. 04 316.74 Circ 1 0.00 0. 67 215.00 2.00 0.013 76 MH-75 MH-76 328.75 323.50 Circ 1 0.00 0.50 345.49 1. 52 0.013 77 MH-76 MH-77 323.40 319.75 Circ 1 0.00 0.50 263.76 1. 38 0.013 78 MH-77 MH-78 319.65 315.57 Circ 1 0.00 0.50 263.96 1. 55 0.013 79 MH-78 MH-79 315.47 314.77 Circ 1 0.00 0.50 87.21 0.80 0.013 MH-79 MH-80 314.67 313.39 Circ 1 0.00 0.50 161.03 0.79 0.013 2 MH-80 MH-68 313.29 312.17 Circ 1 0.00 0.50 139.50 0.80 0.013 83 MH-81 MH-82 331. 58 326.04 Circ 1 0.00 0.50 363.98 1. 52 0.013 84 MH-82 MH-83 325.94 323.52 Circ 1 0.00 0.50 207.71 1.17 0.013 85 MH-83 MH-84 323.42 317.03 Circ 1 0.00 0.50 377.81 1. 69 0.013 86 MH-84 MH-79 316.93 314.77 Circ 1 0.00 0.50 242.13 0.89 0.013 87 MH-85 MH-82 327.21 326.04 Circ 1 0.00 0.50 77.82 1. 50 0.013 88 MH-86 MH-87 337.19 335.56 Circ 1 0.00 0.50 203.85 0.80 0.013 89 MH-87 MH-88 335.46 332.57 Circ 1 0.00 0.50 361.11 0.80 0.013 90 MH-88 MH-89 332.47 332.00 Circ 1 0.00 0.50 59.13 0.79 0.013 91 MH-89 MH-90 331. 90 330.76 Circ 1 0.00 0.50 143.15 0.80 0.013 92 MH-90 MH-91 330.66 330.01 Circ 1 0.00 0.50 80.20 0.81 0.013 93 MH-91 MH-92 329.91 329.70 Circ 1 0.00 0.50 25.46 0.82 0.013 94 MH-92 MH-1 329.60 328.59 Circ 1 0.00 0.67 100.88 1. 00 0.013 95 MH-96 MH-40 305.82 305.45 Circ 1 0.00 0.67 92.69 0.40 0.013 96 MH-95 MH-96 306.55 305.92 Circ 1 0.00 0.67 157.11 0.40 0.013 97 MH-97 MH-95 309.73 306.82 Circ 1 0.00 0.50 145.55 2.00 0.013 98 MH-94 MH-95 307.71 306.65 Circ 1 0.00 0. 67 265.00 0.40 0.013 99 MH-93 MH-94 309.17 307.86 Circ 1 0.00 0.50 171.41 0.76 0.013 100 MH-98 MH-94 309.13 307.86 Circ 1 0.00 0.50 157.21 0.81 0.013 101 MH-99 MH-93 310.74 309.27 Circ 1 0.00 0.50 146.66 1. 00 0.013 102 MH-100 MH-99 314.75 310.84 Circ 1 0.00 0.50 390.53 1. 00 0.013 103 MH-101 MH-100 318.26 314.85 Circ 1 0.00 0.50 341. 44 1. 00 0.013 104 MH-102 MH-101 319.54 318.36 Circ 1 0.00 0.50 117.65 1. 00 0.013 Page 7 stmOutput.txt 105 MH 103 MH-35 295.49 294.50 Circ 1 0.00 0.50 123.35 0.80 0.013 06 MH-104 MH 103 296.64 295.59 Circ 1 0.00 0.50 132.75 0.79 0.013 07 MH-105 MH 103 297.49 295.59 Circ 1 0.00 0.50 380.00 0.50 0.013 108 MH-106 MH-71 313.50 312.75 Circ 1 0.00 0.50 112.73 0.67 0.013 109 MH-107 MH-106 320.47 314.00 Circ 1 0.00 0.50 323.13 2.00 0.013 110 MH-108 MH-107 324.82 320.57 Circ 1 0.00 0.50 233.18 1. 82 0.013 111 MH-109 MH-106 318.37 314.50 Circ 1 0.00 0.50 193.14 2.00 0.013 112 MH-110 MH-107 324.25 320.57 Circ 1 0.00 0.50 245.27 1. 50 0.013 113 MH-111 MH-4 316.44 313.65 Circ 1 0.00 0.50 139.89 1. 99 0.013 114 MH-112 MH-7 310.73 308.50 Circ 1 0.00 0.50 222.11 1. 00 0.013 115 MH-113 MH-19 296.28 292.34 Circ 1 0.00 0.50 494.72 0.80 0.012 ---------------------------------------------------------------------------------- Conveyance Hydraulic Computations. Tailwater = 0.000 (ft) ================================================================================== Hydraulic Grade line Depth Velocity June Run# us Elev DS Elev Fr.Slope Unif. Actual Unif. Actual Q Cap Loss (ft) (ft) (%) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft) ---------------------------------------------------------------------------------- l* 328.68 321. 33 0.065 0.19 0.19 3.73 3.73 0.31 1. 73 0.000 2* 316.91 313.83 0.073 0.27 0.27 2.46 2.46 0.33 0.96 0.000 3 313.79 312.57 0.144 0.33 0.33 2.69 2.69 0.46 0.95 0.000 4 312.49 311. 66 0.159 0.34 0.34 2.72 2.72 0.49 0.95 0.000 5 311. 66 310.12 0.163 0.35 0.35 2.70 2.70 0.49 0.95 0.000 6 310.12 308.55 0.174 0.35 0.35 2.74 2.74 0.51 0.95 0.000 7* 308.55 307.66 0.188 0.36 0.36 2.76 2.76 0.53 0.95 0.000 307.57 306.38 0.202 0.37 0.37 2.79 2.79 0.55 0.95 0.000 306.30 303.75 0.217 0.37 0.37 2.82 2.82 0.57 0.95 0.000 10 303.75 302.78 0.407 0.46 0.46 3.02 3.02 0.78 0.95 0.000 11 302.77 301. 00 0.428 0.47 0.47 3.03 3.03 0.80 0.95 0.000 12 300.83 299.75 0.143 0.46 0.46 2.66 2.66 0.82 1. 37 0.000 13 299.72 298.91 0.146 0.47 0.47 2.64 2.64 0.83 1. 37 0.000 14 298.91 298.23 0.187 0.51 0.51 2.71 2.71 0.94 1. 37 0.000 15 298.21 296.93 0.187 0.51 0.51 2.71 2.71 0.94 1. 38 0.000 16 296.91 296.13 0.193 0.51 0.51 2.76 2.76 0.95 1. 37 0.000 17 296.12 295.55 0.208 0.52 0.52 2.78 2.78 0.99 1. 37 0.000 18 294.04 293.36 0.228 0.54 0.83 2.79 1. 91 1. 04 1.37 0.000 19 293.36 292.56 0.571 0.83 0.83 3.03 3.03 1. 64 1. 37 0.000 20 292.56 291. 07 0.576 0.83 0.83 3.04 3.04 1. 65 1. 36 0.000 21* 290.95 289.41 0.584 0.55 0.55 4.34 4.34 1. 66 2.12 0.000 22* 289.31 285.04 0.584 0.55 0.55 4.32 4.32 1. 66 2.11 0.000 23* 284.96 283.72 0.641 0.57 0.57 4.38 4.38 1. 74 2.11 0.000 24* 283.63 282.94 0.641 0.58 0.58 4.32 4.32 1. 74 2.09 0.000 25* 272.59 272.48 0.237 0.48 0.48 4. 68 4. 68 1. 74 3.74 0.000 26 303.00 302.30 0.127 0.36 0.36 2.25 2.25 0.44 0.77 0.000 27 302.28 301.61 0.162 0.39 0.39 2.34 2.34 0.49 0.77 0.000 28 301.61 300.93 0.162 0.39 0.39 2.34 2.34 0.49 0.77 0.000 29 300.05 298.52 0.167 0.39 0.39 2.33 2.33 0.50 0.78 0.000 30 298.52 297.67 0.167 0.39 0.39 2.33 2.33 0.50 0.77 0.000 31 297.67 297.24 0.167 0.39 0.39 2.33 2.33 0.50 0.77 0.000 Page 8 stmOutput.txt 32* 297.24 296.36 0.182 0.40 0.40 2.36 2.36 0.52 0.78 0.000 3* 296.27 295.06 0.187 0.41 0.41 2.35 2.35 0.53 0.77 0.000 4* 294.96 293.36 0.196 0.41 0.50 2.38 1. 93 0.54 0.78 0.000 35* 294.31 294.04 0.005 0.10 0.46 1. 52 0.21 0.04 0.50 0.000 36* 303.61 300.80 0.000 0.02 0.02 0.64 0.64 0.00 0.56 0.000 37* 300.74 298.06 0.001 0.06 0.06 1. 25 1. 25 0.02 0.56 0.000 38* 297.97 296.12 0.002 0.07 0.19 1. 46 0.37 0.03 0.56 0.000 39* 305.69 302.81 0.000 0.03 0.03 0.76 0.76 0.00 0.60 0.000 40* 305.37 304.57 0.022 0.22 0.22 1. 78 1. 78 0.18 0.77 0.000 41* 304.48 303.75 0.023 0.23 0.36 1. 80 0.97 0.19 0.78 0.000 42* 314.67 314.34 0.000 0.02 0.02 0.39 0.39 0.00 0.77 0.000 43* 314.24 313.79 0.000 0.02 0.23 0.39 0.01 0.00 0.77 0.000 44* 330.32 321. 83 0.000 0.02 0.02 0.96 0.96 0.00 0.82 0.000 45* 321. 81 316.81 0.007 0.10 0.10 1. 73 1. 73 0.05 0.56 0.000 46* 316.75 313.87 0.027 0.14 0.14 2.09 2.09 0.09 0.55 0.000 47* 322.94 322.25 0.001 0.05 0.05 1. 21 1. 21 0.01 0.56 0.000 48* 303.33 302.62 0.000 0.03 0.03 0.76 0.76 0.00 0.53 0.000 49* 302.52 301.04 0.000 0.03 0.03 0.82 0.82 0.00 0.57 0.000 50* 300.96 299.49 0.000 0.05 0.05 1.18 1.18 0.01 0.56 0.000 51* 299.40 297.93 0.001 0.06 0.06 1. 25 1.25 0.02 0.56 0.000 52* 297.68 297.24 0.000 0.08 0.28 0.97 0.16 0.02 0.78 0.000 53* 302.48 300.94 0.000 0.02 0.02 0. 64 0.64 0.00 0.56 0.000 54* 308.76 307.69 0.000 0.02 0.02 0.64 0. 64 0.00 0.50 0.000 55* 307.63 305.93 0.001 0.06 0.06 1.17 1.17 0.02 0.50 0.000 56* 305.85 303.20 0.003 0.08 0.08 1. 40 1. 40 0.03 0.50 0.000 57* 303.06 302.28 0.001 0.11 0.29 1.18 0.30 0.04 0.78 0.000 58 303.73 303.20 0.127 0.36 0.36 2.29 2.29 0.44 0.78 0.000 305.22 303.87 0.594 0.36 0.36 2.86 2.86 0. 43 0.50 0.000 oO* 306.55 305.22 0.099 0.21 0.26 2.33 1. 72 0.18 0.50 0.000 61* 306.76 306.55 0.086 0.22 0.50 1. 97 0.84 0.16 0.41 0.000 62* 306.76 306.76 0.000 0.06 0.50 0.72 0.05 0.01 0.31 0.000 63 307.23 305.22 0.184 0.23 0.26 2.74 2.34 0.24 0.56 0.000 64* 310.15 308.75 0.069 0.19 0.19 2.23 2.23 0.15 0.50 0.000 65 308.61 307.24 0.174 0.24 0.24 2.51 2.51 0.23 0.50 0.000 66 310.37 308.61 0.164 0.24 0.24 2.49 2.49 0.23 0.50 0.000 67 311.42 310.37 0.123 0.25 0.25 2.01 2.01 0.20 0.40 0.000 68 312.32 311.42 0.117 0.25 0.25 2.00 2.00 0.19 0.40 0.000 69* 312.00 310.37 0.000 0.05 0.14 1. 01 0.23 0.01 0.50 0.000 70* 313.23 312.08 0.000 0.03 0.03 0.68 0.68 0.00 0.50 0.000 71* 311.67 310.24 0.067 0.18 0.18 2.21 2.21 0.15 0.50 0.000 72* 312.69 311. 77 0.058 0.18 0.18 2.17 2.17 0.14 0.50 0.000 73* 316.03 311.67 0.000 0.04 0.08 1. 36 0.46 0.01 0.75 0.000 74* 308.61 306.47 0.000 0.04 0.04 0.95 0.95 0.01 0.56 0.000 75* 321.24 316.94 0.072 0.20 0.20 3.77 3.77 0.33 1. 73 0.000 76* 328.79 323.54 0.000 0.04 0.04 1. 26 1. 26 0.01 0.69 0.000 77* 323.48 319.83 0.003 0.08 0.08 1. 78 1. 78 0.03 0.66 0.000 78* 319.73 315.65 0.005 0.08 0.08 1. 90 1. 90 0.04 0.70 0.000 79* 315.59 314.89 0.013 0.12 0.12 1. 76 1. 76 0.06 0.50 0.000 80* 314.86 313.58 0.074 0.19 0.19 2.24 2.24 0.15 0.50 0.000 82 313.50 312.32 0.108 0.21 0.21 2.37 2.37 0.18 0.50 0.000 83* 331.60 326.06 0.000 0.02 0.02 0.85 0.85 0.00 0.69 0.000 Page 9 stmOutput.txt 84* 326.03 323.61 0.005 0.09 0.09 1. 73 1. 73 0.04 0.61 0.000 5* 323.51 317.12 0.009 0.09 0.09 2.14 2.14 0.05 0.73 0.000 6* 317.06 314.90 0.021 0.13 0.13 1. 96 1. 96 0.08 0.53 0.000 87* 327.26 326.09 0.001 0.05 0.05 1. 36 1. 36 0.01 0.69 0.000 88* 337.32 335.69 0.020 0.13 0.13 1. 87 1. 87 0.08 0.50 0.000 89* 335.64 332.75 0.056 0.18 0.18 2.16 2.16 0.13 0.50 0.000 90 332.68 332.13 0.117 0.21 0.21 2.38 2.38 0.19 0.50 0.000 91 332.11 330.94 0.117 0.21 0.21 2.38 2.38 0.19 0.50 0.000 92* 330.94 330.29 0.307 0.28 0.28 2.71 2.71 0.31 0.51 0.000 93* 330.19 329.98 0.307 0.28 0.28 2.73 2.73 0.31 0.51 0.000 94* 329.83 328.82 0.064 0.23 0.23 2.90 2.90 0.31 1. 23 0.000 95* 306.04 305.67 0.021 0.22 0.22 1. 78 1. 78 0.18 0.77 0.000 96* 306.76 306.13 0.020 0.21 0.21 1. 76 1. 76 0.17 0.78 0.000 97* 309.76 306.85 0.000 0.03 0.03 1.13 1.13 0.01 0.79 0.000 98* 307.92 306.86 0.017 0.21 0.21 1. 72 1. 72 0.16 0.77 0.000 99* 309.35 308.04 0.054 0.18 0.18 2.12 2.12 0.13 0.49 0.000 100* 309.18 307.92 0.000 0.05 0.06 1. 06 0.98 0.01 0.50 0.000 101* 310.86 309.39 0.014 0.12 0.12 1. 93 1. 93 0.07 0.56 0.000 102* 314.84 310.93 0.006 0.09 0.09 1. 69 1. 69 0.04 0.56 0.000 103* 318.33 314.92 0.001 0.07 0.07 1. 36 1. 36 0.02 0.56 0.000 104* 319.57 318.39 0.000 0.03 0.03 0.86 0.86 0.01 0.56 0.000 105* 295.58 294.59 0.005 0.09 0.09 1. 55 1. 55 0.04 0.50 0.000 106* 296.68 295.63 0.000 0.04 0.04 0.95 0.95 0.01 0.50 0.000 107* 297.57 295.67 0.002 0.08 0.08 1.13 1.13 0.03 0.40 0.000 108* 313.63 312.88 0.015 0.13 0.13 1. 67 1. 67 0.07 0.46 0.000 109* 320.55 314.08 0.005 0.08 0.08 2.15 2.15 0.04 0.79 0.000 110* 324.88 320.63 0.001 0.06 0.06 1. 66 1. 66 0.02 0.76 0.000 ~1* 318.41 314.54 0.001 0.04 0.04 1. 56 1. 56 0.01 0.79 0.000 12* 324.30 320.62 0.001 0.05 0.05 1. 42 1. 42 0.01 0.69 0.000 113* 316.47 313.68 0.000 0.03 0.03 1. 20 1.20 0.01 0.79 0.000 114* 310.78 308.55 0.000 0.05 0.05 1.11 1. 02 0.01 0.56 0.000 115* 296.53 293.36 0.001 0.07 0.50 1. 32 0.10 0.02 0.54 0.000 ===================================END============================================ * Super critical flow. NORMAL TERMINATION OF WINSTORM. Page 10 , . July 3, 2014 Louis Heron III, P .E. Texas Commission of Environmental Quality Plans & Specification Review MC 148 P.O. Box 13087 Austin, TX 78711-3087 RE: Chapter 217 Summary Transmittal Letter Permittee: City of College Station 3800 SH No. 6 South, Ste. 108G <77845> P.O. Box 9253, College Station, TX 77842 Off/Fax: (979) 764-0704 email: civil@rmengineer.com Permit Number: Lick Creek WWTP: WQ0010024-006 Project Name: Creek Meadows (Section 3, Phase Two) -College Station, TX County: Brazos County Grant No.: NIA Mr. Louis Heron: The purpose of this letter is to provide the TCEQ with the information necessary to comply with the requirements of Chapter 217.8(c) of the TCEQ's rules entitled, Design Criteria for Sewerage Systems. The necessary information includes: 1. Engineering Firm: RME Consulting Engineers 3800 SH No. 6 South, Suite 108G <77845> P.O. Box 9253 College Station, TX 77842 2. Design Engineer: Rabon A. Metcalf, P .E. Off/Fax: (979) 764-0704 3. Location: Brazos County, TX 4. Project Identifier: Creek Meadows: Section 3, Phase Two -Paving, Drainage & Utility Improvements 5. Operator: City of College Station CD1-260-053 l-L04.docx Page 1 of2 f 6. Collection System: City of College Station -Public Utilities Department 7. Plan & Specification Compliance: 3800 SH No. 6 South, Ste. 108G <77845> P.O. Box 9253, College Station, TX 77842 Off/Fax: (979) 764-0704 email: civil@rmengineer.com Design and construction of these improvements are in accordance with the Bryan/College Station Unified Water & Sewer Specifications, Design Guidelines Manual, and Chapter 217 of the TCEQ Rules & Regulations. This sanitary sewer improvement project will be constructed with the City of College Station performing a technical review. The plans and specifications which describe the project identified in this letter are in substantial compliance with all the requirements of Chapter 217. 8. Variances: Some segments of sanitary sewer line installed for this phase of construction, do not meet the minimum flow velocity of 2.0 ft/s at peak flow conditions. The design of these lines comply with minimum size, type and slope, however, the low number of dwelling units discharging to these lines prevent peak flows from reaching a flow velocity of 2.0 ft/s; 9. Project Scope: The above referenced project will install the following sanitary sewer improvements within the CCN of the City of College Station (CoCS): •!• Approximately 495 linear feet of gravity sewer: o 6" PVC (SDR 26, D3034); •!• Applicable manholes, cleanouts, and service leads; If you have any questions regarding this project, please contact Mr. Rabon A. Metcalf, P.E. (Off/Fax: 979.764.0704 or rabon@rmengineer.com). Sincerely, xc: Erika Bridges, E.I.T. Graduate Civil Engineer City of College Station 1101 Texas Avenue South College Station, TX 77840 CD l-260-053 l-L04.docx Page2 of2 J • '· , July 3, 2014 David Loflin Texas Commission of Environmental Quality Water Supply Division MC 153 P.O. Box 13087 Austin, TX 78711 3800 SH No. 6 South, Ste. 108G <77845> P.O. Box 9253, College Station, TX 77842 Off/Fax: (979) 764-0704 email: civil@rmengineer.com RE: Creek Meadows (Section 3, Phase Two)-College Station, TX TCEQ Exception Letter for Utility Improvements RME No. 260-0531 Mr. David Loflin: The above referenced project· will install the following improvements within the distribution system of the Wellborn S.U.D.: •!• The following footages of water line: o 965 L.F. of 8" PVC (C900, DR14); o 115 L.F. of 6" PVC (C900, DR 14); o 384 L.F. of 4" PVC (C900, DR14); •!• Applicable frre hydrants, services, valves & fittings. Design and construction of these improvements will be in accordance with the latest Bryan/College Station Unified Water & Sewer Design Guideline Manual, Standard Details, and Specifications and Chapter 290 of the TCEQ Rules & Regulations. This quantity of water line is less than 10% of the total length of water line within the City's current distribution system. Therefore, an exception for plan review is being requested for this project and its water system improvements. Please call should you have any questions or require assis ce. Sincerely, Rabon A. Metcalf, P .E. Texas Firm Registration No. F-4695 rabon@rmengineer.com xc: Erika Bridges, E.l.T. Graduate Civil Engineer City of College Station 1101 Texas Avenue South College Station, TX 77840 CD1-260-0531-L03.docx Page 1of1 ... •I .. f . ~ . ' I• f . .. PUBLIC WATER SYSTEM PLAN REVIEW SUBMITTAL FORM (Complete and Attach to Submittal Package) Date: July 3, 2014 TCEQ PWS Identification No.*: =02=-'1'""0""'0.._16,.__ _____ CCN No. or Application No. **: ..... 11 __ 3 __ 4 __ 0 ______ _ Water System Name: ..:,;w_e""'ll:.::;:b""o"'"'rn.._..S..,..U..,. ..... o.._. -------------------------Water System Owner:_W=e=ll""'b=o"""rn.::....S=.U:;..;..D=--. ________ Type of Entity.._: .... s:;..;..U=.D,__. ________ _ Address: P.O. Box 250, Wellborn, TX 77881 Phone: (979) 690-9799 Responsible Official: Steven Cast Title: Manager County {system location): Brazos Countv Subdivision Sec., Phase, Unit, etc. Creek Meadows-Section 3, Ph 2 _________________ Mechanism & Source of Financing:--.P .... ri .... v .... at .... e..__ _________ _ Engineer: Rabon A. Metcalf, P.E. Registration Number:_....88 .... 5 ... 8 ..... 3..__ ______________ _ Firm Name: RME Consulting Engineers Phone: (979) 764-0704 Firm Address: P.O. Box 9253, College Station, TX 77842 Fax: (979) 764-0704 • If no PWS Number exists, the owner must submit a business plan, if required, in accordance with §290.39(f) and (g). -If a required CCN number does not exist, an acceptable application to obtain a CCN number must be made before a project submittal can be technically reviewed. In addition, if a submittal is for a project located outside the CCN area, a CCN amendment application must be submitted before a project may be reviewed for construction approval. Please refer to 30 TAC Chapter 291 for additional information regarding CCNs. If this is a new {proposed) system, you must attach the following with this submittal: NOT APPLICABLE O Attach a list of all water utilities within % mile of the proposed service area boundaries O Copies of formal applications for service from each of the following 0 any municipality if the system is within its ET J; O any district or other political subdivision whose corporate boundaries are within % mile of the proposed service area boundaries O any other water service provider whose certificated service area boundary is within % mile of the proposed service area boundaries 0 Documentation that all application requirements including payment of fees were complied with. O Copies of written responses from each of the entities listed above. O Business plan, if required by 30 TAC 290.39{f) & {g). The business plan financial requirements for non-community water systems must confirm capital availability to construct the system according to TCEQ requirements. This would consist of a balance sheet that shows liabilities as well as assets, not just a bank confirmation of a deposit account. Alternatively, if the project is being constructed with loan funds, then a loan commitment letter from the lender specific to that project will suffice. O Justification for constructing a separate system {unless none of the entities listed above exist) O Plans and specifications with an engineering report all sealed by design engineer. Type of Project {please check the appropriate boxes): ./ Distribution System Modifications O Well completion data on previously approved well D Pressure Maintenance Facilities Modifications 0 Disinfection Facilities or Other Modifications 0 Preliminary Engineering Report w/o plans O Modification of Surface Water Treatment Plant 0 0 0 0 0 0 0 Storage Capacity Modifications Water Well Construction, Proposed Proposed Innovative Process Study Ground Water Treatment Plant, New Surface Water Treatment Plant, New Tex. Water Dev. Board Proj. No. _____ _ Other{PleaseExplain) ______________________________ _ IF THIS SUBMITTAL IS A REVISION OF PREVIOUSLY SUBMITTED PLANS, PLEASE ENTER THE ASSIGNED TCEQ LOG NUMBER: . Please call {512) 239-6960 if you have questions regarding this form. Your cooperation will help us provide better service. Additional helpful information and rules are available at our website: ,. ,. - "• .r # 1 July 3, 2014 Erika Bridges, E.I. T. Graduate Civil Engineer City of College Station 1101 Texas Avenue South College Station, TX 77842 RE: Creek Meadows -Section 3, Phase Two Acknowledgement of City Standards RME No. 260-0531 Erika Bridges: 3800 SH No. 6 South, Ste. 108G <77845> P.O. Box 9253, College Station, TX 77842 Off/Fax: (979) 764-0704 email: civil@rmengineer.com The purpose of this letter is to acknowledge that the construction plans for the public infrastructure improvements, for the above referenced project, to the best of my knowledge, do not deviate from the latest B/CS Design Guideline Manual. With the exception of the following items: •!• Some segments of sanitary sewer line installed for this phase of construction, do not meet the minimum flow velocity of 2.0 ft/s at peak flow conditions. The design of these lines comply with minimum size, type and slope (per TCEQ requirements), however, the low number of dwelling units discharging to these lines prevent peak flows from reaching a flow velocity of 2.0 ft/s; •!• Proposed storm sewer located in areas that will be subjected to vehicular loadings (including fire truck loading) are designed with Reinforced Concrete Pipe (Class 4). This design standard will withstand the stated loadings even when the cover over the pipe is less than two-feet (2'); I also acknowledge, to the best of my knowledge that the details provided in the construction plans are in accordance with the B/CS Standard Details. CDI-260-0531-L02.docx Page I of2 r l" ( 'i ,.. r .. ) Please do not hesitate to call if you have any questions. Sincerely, CD1-260-053 l-L02.docx 3800 SH No. 6 South, Ste. 108G <77845> P.O. Box 9253, College Station, TX 77842 Off/Fax: (979) 764-0704 email: civil@rmengineer.com Page 2 of2 • • NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 Engineer's Cost Estimate CREEK MEADOWS -SECTION 5, PHASE TWO PAVING, DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS UNIT DESCRIPTION QUANTITY UNIT COST PAVING IMPROVEMENTS Mobilization, Construction Staking, All Required 1 LS $5,000.00 Testing by Contractor & Trench Safety SWPP Measures (Rock Rip-Rap, Seeding, Silt Fencing, 1 LS $15,000.00 Construction Entrance, Inlet Protection) Clearing & Grubbing (ROW & All Easements) 1 LS $3,000.00 In-Place Earthwork Excavation (Roadway, Alleys, 979 CY $4.50 Drainage Channels, Sitework, etc ... ) In-Pace Earthwork Embankment (Roadway, Alleys, 93 CY $4.50 Sitework, etc .. ) (Excavated On-Site) In-Place Earthwork Embankment Finishing (Topsoil, Landscape 1,015 CY $3.00 Berms & Miscellaneous) (Excavated On-Site) 4" Thick Reinforced Concrete Sidewalk (Includes 8,348 SF $4.25 H/C Ramps) 6"Raised Concrete Curb & Gutter 330 LF $11 .25 24" Laydown Concrete Gutter 2,045 LF $11 .50 6" Compacted Lime Stabilized Subgrade 5,055 SY $4.75 6" Compacted Limestone Base (Residential Street) 3,613 SY $11 .00 2" Compacted Hot-mix Asphaltic Concrete 3,613 SY $13.00 (Residential Street) Concrete Street Apron 276 SY $50.00 TOTAL COST $5,000.00 $15,000.00 $3,000.00 $4,405.50 $418.50 $3,045.00 $35,479.00 $3,712.50 $23,517.50 $24,011.25 $39,743.00 $46,969.00 $13,800.00 SUB-TOTAL= $218,101 .25 DRAINAGE IMPROVEMENTS Mobilization, Construction Staking, All Required Testing 1 LS $8,000.00 $8,000.00 (Including TV) by Contractor & Trench Safety Modify Existing Juncition Box to Recess Curb Inlet 1 EA $3,500.00 $3,500.00 (5' Opening) Recessed Curb Inlet (10' Opening) 1 EA $4,700.00 $4,700.00 Modify Existing Juncition Box to Recess Curb Inlet 2 EA $4,500.00 $9,000.00 (10' Opening) Recessed Curb Inlet (15' Opening) 2 EA $5,200.00 $10,400.00 Storm Sewer Junction Box 1 EA $2,500.00 $2,500.00 CD1-260-0531-E03.xlsx 1 of 4 1' , . r .. f ( •• Engineer's Cost Estimate 7 Tie into Existing Storm Sewer Junction Box 2 LS $750.00 $1 ,500.00 8 6:1 SET (30" Pipe) 4 EA $1 ,500.00 $6,000.00 9 24" RCP (CL 3) Storm Sewer w/Structural Backfill 36 LF $115.00 $4,140.00 10 30" ADS (N-12) Storm Sewer w/Cement Stabilized 237 LF $125.00 $29,625.00 Sand Bedding & Structural Backfill 11 30" RCP (CL 3) Storm Sewer w/Structural Backfill 69 LF $130.00 $8,970.00 12 30" RCP (CL 3) Storm Sewer w/Cement Stabilized 180 LF $150.00 $27,000.00 Bedding & Structural Backfill 13 30" RCP (CL 4) Storm Sewer w/Structural Backfill 40 LF $155.00 $6,200.00 SUB-TOTAL= $121 ,535.00 WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 $4,000.00 Contractor & Trench Safety (Water Line) 2 811 PVC Water Line (C900, DR14) -Non Structural 874 LF $19.00 $16,606.00 Backfill 3 811 PVC Water Line (C900, DR14) -Structural 111 LF $31 .00 $3,441 .00 Backfill 4 611 PVC Water Line (C900, DR14) -Non Structural 115 LF $18.00 $2,070.00 Backfill 5 4" PVC Water Line (C900, DR14) -Non Structural 250 LF $16.00 $4,000.00 Backfill 6 4" PVC Water Line (C900, DR14) -Structural 134 LF $25.00 $3,350.00 Backfill 7 Road Bore (Dry) w/18" Steel Casing & 8" DIP 55 LF $190.00 $10,450.00 (CL250) Carrier Pipe (Spacers & End Seals) 8 Structural Bedding (Cement Stabilized Sand) 40 LF $25.00 $1 ,000.00 9 Tie into Existing Water Line 2 EA $750.00 $1 ,500.00 10 Standard Fire Hydrant Assembly 2 EA $3,500.00 $7,000.00 11 12"x8" Tapping Valve & Saddle 1 EA $2,500.00 $2,500.00 12 8" (MJ ) Gate Valve & Box 6 EA $1 , 100.00 $6,600.00 13 611 (MJ ) Gate Valve & Box 2 EA $800.00 $1 ,600.00 14 4" (MJ) Gate Valve & Box 1 EA $650.00 $650.00 15 2" Blow-Off Valve & Riser 1 EA $1 , 100.00 $1 , 100.00 CD1-260-0531 -E03.xlsx 2 of 4 •I . . . ' •• Engineer's Cost Estimate 16 1" In-Line Blow-Off Valve & Riser 1 EA $1 ,500.00 $1 ,500.00 17 8" x 8" (MJ) Cross 1 EA $1 ,100.00 $1 , 100.00 18 8" x 8" (MJ) Tee 1 EA $900.00 $900.00 19 8" x 6" (MJ) Tee 2 EA $650.00 $1 ,300.00 20 8" x 4" (MJ) Reducer 1 EA $475.00 $475.00 21 8" (MJ) 45 deg Bend 4 EA $650.00 $2,600.00 22 8" (MJ) 22.5 deg Bend EA $550.00 $0.00 23 8" (MJ) 11.25 deg Bend 1 EA $450.00 $450.00 24 6" (MJ) 11 .25 deg Bend EA $325.00 $0.00 25 4" (MJ) 45 deg Bend 2 EA $350.00 $700.00 26 8" (MJ) Plug 1 EA $400.00 $400.00 27 4" (MJ) Plug w/2" Tap 1 EA $225.00 $225.00 28 Dual Water Service (Long Side) 4 EA $1 ,900.00 $7,600.00 29 Dual Water Service (Short Side) 4 EA $950.00 $3,800.00 30 Single Water Service (Long Side) 2 EA $1,400.00 $2,800.00 31 Single Water Service (Short Side) 8 EA $600.00 $4,800.00 SUB-TOTAL= $94,517.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety & TV Inspection 1 LS $3,000.00 $3,000.00 (Sewer Line) 2 6" PVC Sanitary Sewer (SDR-26, D3034) -Non 443 LF $25.00 $11 ,075.00 Structural Backfill 3 6" PVC Sanitary Sewer (SDR-26, D3034) -52 LF $42.00 $2,184.00 Structural Backfill 4 4' Diameter Standard Manhole w/32" Opening (Ring 1 EA $3,200.00 $3,200.00 & Cover) 5 Tie into Existing Sanitary Sewer Line 1 EA $1 ,000.00 $1 ,000.00 6 Structural Bedding (Cement Stabilized Sand) 20 LF $23.00 $460.00 CD1 -260-0531-E03.xlsx 3 of 4 .,' .... '• ' . r .. . ,, . Engineer's Cost Estimate 7 Dual Sanitary Sewer Service (Long Side) 3 EA $1,750.00 $5,250.00 8 Dual Sanitary Sewer Service (Long Side) -Connect 4 EA $2,200.00 $8,800.00 to Existing Sanitary Sewer 9 Dual Sanitary Sewer Service (Short Side) 3 EA $650.00 $1,950.00 10 Dual Sanitary Sewer Service (Short Side) -Connect 2 EA $1 ,000.00 $2,000.00 to Existing Sanitary Sewer 11 Single Sanitary Sewer Service (Long Side) 1 EA $750.00 $750.00 12 1 EA $850.00 $850.00 SUB-TOTAL= $40,519.00 ESTIMATED CONSTRUCTION COST = $474,672.25 10% CONTINGENCY = $47,467.23 GRAND TOTAL= $522, 139.48 ' RME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 POST OFFICE BOX 9253 COLLEGE ST A TION, TEXAS 77842 OFF/FAX: (979) 764-0704 E-mail: civil@rmengineer.com Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules, operation and maintenance costs, equipment characteristics and performance, and operating results are based on this office's experience, qualifications and judgment as a design professional. Since RME has no control over weather, cost and availability oflabor, material and equipment, labor productivity, construction contractor's procedures and methods, unavoidable delays, construction contractor's methods of determining prices, economic conditions, competitive bidding or market conditions and other factors affecting such estimates or projections, this office does not guarantee that actual rates, costs, performance, schedules, etc., will not vary from estimates and projections prepared by the Engineer of record. CD1-260-0531-E03.xlsx 4 of 4 '1 ,. ·~ ,. 'J ..... . ... I• ·u ') -· FOR OFFICE USE ON~ Y CASE NO.: -*i_.4.._· ...._\ L1__,__,<{)"--r-- DATE SUBMITTED: CJ ·tJ· fl./ TIME: fl 4.0 CITY OF COI.I.EGE STATION Homr ojTtxJZS A&M Univmizy' STAFF: 1?--1-z-....------- (Check one) D Minor ($700) FINAL PLAT APPLICATION D Amending ($700) 18) Final ($932) D Vacating. ($932) 0 Replat ($932) Is this plat in the ET J? D Yes ~ No Is this plat Commercial D or Residential [8] MINIMUM SUBMITTAL REQUIREMENTS: h9 $700-$932 Final Plat Application Fee (see above). O $233 Waiver Request to Subdivision Regulations Fee (if applicable). J~ $600 (minimum) Development Permit Application I Public Infrastructure Review and Inspection Fee. Fee is 1 % of acceptable Engineer's Estimate for public infrastructure, $600 minimum (if fee is > $600, the balance is due prior to the issuance of any plans or development permit). ~ Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered. Please attach pages if additional information is provided. vfv.i Fourteen (14) folded copies of plat. (A signed mylar original must be submitted after approval.) ~ Two (2) copies of the grading, drainage, and erosion control plans with supporting drainage report . ./~ Two (2) copies of the Public infrastructure plans and supporting documents (if applicable). ~ Copy of original deed restrictions/covenants for replats (if applicable). ~ Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate current within ninety (90) days. The report must include applicable information such as ownership, liens, encumbrances, etc. / ~ Paid tax certificates from City of College Station, Brazos County and College Station l.S.D. ~ The attached Final Plat checklist with all items checked off or a brief explanation as to why they are not. NOTE: A mylar of the approved preliminary plan must be on file before a final plat application will be considered complete. If the mylar is submitted with the final plat application, it shall be considered a submittal for the preliminary plan project and processed and reviewed as such. Until the mylar has been confirmed by staff to be correct, the final plat application will be considered incomplete. Date of Optional Preapplication or Stormwater Management Conference NAME OF PROJECT Creek Meadows -Section 3, Phase Two ADDRESS SPECIFIED LOCATION OF PROPOSED PLAT: Creek Meadows -Master Planned Subdivision APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): I Name RME Consulting Engineers E-mail rabon@rmengine_e_r._co_m ____ _ Street Address PO Box 9253 -------------------------~ City College Station State TX Zip Code 77842 ----- Phone Number (979) 764-0704 ---------------Fax Number (979) 764-0704 1/11 Page 1 of9 PROPERTY OVVNER'S INFORMATION (All owners must be identified. Please attach an additional sheet for multiple owners): Name Creek Meadows Partners, LP (c/o Randy Lowry) E-mail Chris@oldhamgoodwin.com Street Address 2800 South Texas Avenue, Suite 401 City Bryan State TX Zip Code 77802 ------ Phone Number (979) 268-2000 Fax Number (979) 846-7020 ---------------- ARCHITECT OR ENGINEER'S INFORMATION: Name Same As Applicant E-mail Street Address City -----------------State _______ _ Zip Code ------ Phone Number Fax Number ---------------~ Do any deed restrictions or covenants exist for this property? 1RJ Yes D No Is there a temporary blanket easement on this property? If so, please provide the Volume 7863 and Page No. _0_72_ Total No. of Lots 27 ------R-0-W Acreage _1_. 6_7_1 ____ _ Total Acreage 14.12 --------- Existing Use Vacant --------------Proposed Use Single Family Residentail Number of Lots By Zoning District 27 I PDD Average Acreage Of Each Residential Lot By Zoning District: 0.46 I PDD Floodplain Acreage _o_.o ________________________________ _ Is there Special Flood Hazard Area (Zone A or Zone AE on FEMA FIRM panels) on the property? I Yes IX No This information is necessary to help staff identify the appropriate standards to review the application and will be used to help determine if the application qualifies for vesting to a previous ordinance. Notwithstanding any assertion made, vesting is limited to that which is provided in Chapter 245 of the Texas Local Government Code or other applicable law. Is this application a continuation of a project that has received prior City platting approval(s) and you are requesting the application be reviewed under previous ordinance as applicable? IX Yes I No If yes, provide information regarding the first approved application and any related subsequent applications {provide additional sheets if necessary): Project Name: Creek Meadows -Master Planned Subdivision City Project Number (if known): Date I Timeframe when submitted: October 2006 1111 Page 2 of 9 A statement addressing any differences between the Final Plat and Preliminary Plan (if applicable): f ot Applicable Re uested waiver to subdivision re ulations and reason for same (if applicable): _._....._____;_=. ____________ ~ ot Applicable Regarding the waiver request, explain how: 1. There are special circumstances or conditions affecting the land involved such that strict application of the subdivision re ulations will deprive the ap licant of the reasonable use of his land. -----------------~ ot Applicable 2. The waiver is necessary for the preservation and enjoyment of a substantial property right of the applicant. r Applicable 3. The granting of the waiver will not be detrimental to the public health, safety, or welfare, or injurious to other property in the area, or to the City in administering subdivision regulations. tot Applicable ---------------~ 4. The granting of the waiver will not have the effect of preventing the orderly subdivision of other land in the area in accordance with the provisions of the Unified Development Ordinance. tot Applicable ------------------, Fee in lieu of sidewalk construction is being requested because of the following condition (if applicable): 1. I An alternative pedestrian way or multi-use path has been or will be provided outside the right-of-way; 2. I The presence of unique or unusual topographic, vegetative, or other natural conditions exist so that strict adherence to the sidewalk requirements of the UDO is not physically feasible or is not in keeping with the purposes and goals of the UDO or the City's comprehensive Plan; 3. I A capital improvement project is imminent that will include construction of the required sidewalk. Imminent shall mean the project is funded or projected to commence within twelve (12) months; 4. I Existing streets constructed to rural section that are not identified on the Thoroughfare Plan with an estate I rural context; 5. I \/Vhen a sidewalk is required along a street where a multi-use path is shown on the Bicycle, Pedestrian, and Greenways Master Plan; 1/11 Page 3 of 9 6. The proposed development is within an older residential subdivision meeting the criteria In Platting and Replatting within Older Residential Subdivisions Section of the UDO; or 7. The proposed development contains frontage on a Freeway I Expressway as designated by Map 6.6, Thoroughfare Plan -Functional Classification, in the City's Comprehensive Plan. Detailed explanation of condition identified above: 'Not AppUcable '-· -------·-----------------.-------. ·--·---------------- NOTE: A waiver to the sidewalk requirements and fee in lieu of sidewalk construction shall not be considered at the same time by the Planning & Zoning Commission. Requested Oversize Participation Not Applicable ----------------------------~ Total Linear Footage of Proposed Public: _!_!!!_Streets 2037 Sidewalks ~Sanitary Sewer Lines 1432 Water Lines Channels ~Storm Sewers Bike Lanes I Paths Parkland Dedication due prior to filing the Final Plat: ACREAGE: ___ No. of acres to be dedicated+$ ____ development fee ___ No. of acres in floodplain ___ No. of acres in detention ___ No. of acres in greenways OR FEE IN LIEU OF LAND: __ No. of SF Dwelling Units X $ = $ -------- (date) Approved by Parks & Recreation Advisory Board ---- NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITTED PRIOR TO FILING. The applicant has preparad this application and certifies that the facts stated herein and exhibits attached hereto are true, correct, and complete. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE PROPERTY, this application must be accompanied by a power of attorney statement from the owner. If there is more than one owner, all owners must sign the application or the power of attorney. If the owner is a company, the application must be accompanied by proof of authority for the company's representative to sign the application on its behalf. LIEN HOLDERS identified in the title report are also considered owners and the appropriate signatures must be provided as described above. Date 1111 Page4 of 9 CERTIFICATIONS REQUIRED FOR ALL DEVELOPMENT Owner Certification: 1. No work of any kind may start until a permit is Issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-Issued. 4. Development shall not be used or occupied until a Certificate of Occupancy is issued. 5. The permit will expire if no significant work is progressing within 24 months of issuance. 6. Other permits may be required to fulfill local, state, and federal requirements. Owner will obtain or show compliance with all necessary State and Federal Permits prior to construction including NOi and SWPPP. 7. If required, Elevation Certificates will be provided with elevations certified during construction (forms at slab pre- pour) and post construclion. 8. owner hereby gives consent to City representatives to make reasonable inspections required to verify compliance. 9. If, stormwater mitigation is required, including detention ponds proposed as part of this project, it shall be designed and constructed first in the construction sequence of the project. 10. In accordance With Chapter 13 of the Code of Ordinan~ of the City of Collage Station, measures shall be taken to insure that all debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. All developmehf shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply. 11. The information and conclusions contained in the attached plans and supporting documents will comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and associated BCS Unified Design Guidelines Technical Specifications, and Standard Details. All development has been designed in accordance with all applicable codes and ordinances of the City of College Station and State and Federal Regulations. 12. Release of plans to (name or firm) Is authorized for bidding purposes only. I understand that final approval and release of plans and development for construction Is contingent on contractor signature on approved Development Permil 13. I, THE OWNER, AGREE TO AND CERTIFY THAT ALL STATEMENTS HEREIN, AND IN ATTACHMENTS FOR THE DEVELOPMENT P RMIT APR !CATION, ARE, TO THE BEST OF MY KNOWLEDGE, TR!JE, AND ACCURATE. ~ ~~'-h~ ~-~...._~~~~~- Date Engineer Certification: 1111 1. The project has been designed to ensure that stormwater mitigation, including detention ponds, proposed as part of the project will be constructed first in the construction sequence. 2. I will obtain or can show compliance with all ne~sary Local, State and Federal Permits prior to construction including NOi and SWPPP. Design will not preclude compliance with TPDES: i.e., projects over 10 acres may require a sedimentation basin. 3. The information and conclusions contained in the attached plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and associated BCS Unified Design Guidelines. All development has been designed in accordance with all applicable codes and ordinances of the City of College station and State and Federal Regulations. 4. I, THE ENGINEER, AGR . TO AND CERllFY THAT ALL STATEMENTS HEREIN, AND IN ATTACHMENTS FOR THE DEVELOPME PERMIT APPLICATION, ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND ACCURATE Date Page5of9 The following CERTIFICATIONS apply to development in Special Flood Hazard Areas. Required for Site Plans, Final Plats, Construction Plans, Fill / Grading Pennits, and Clearing Only Pennits:* A. I, Not Applicable certify, as demonstrated in the attached drainage study, that the alterations or development covered by this permit, shall not: (i) increase the Base Flood elevation; (ii) create additional areas of Special Flood Hazard Area; (iii) decrease the conveyance capacity to that part of the Special Flood Hazard Area that is not in the floodway and where the velocity of flow in the Base Flood event is greater than one foot per second . This area can also be approximated to be either areas within 100 feet of the boundary of the regulatory floodway or areas where the depth of from the BFE to natural ground is 18 inches or greater; (iv) reduce the Base Flood water storage volume to the part of the Special Flood Hazard Area that is beyond the floodway and conveyance area where the velocity of flow in the Base Flood is equal to and less than one foot per second without acceptable compensation as set forth in the City of College Station Code of Ordinances, Chapter 13 concerning encroachment into the Special Flood Hazard Area; nor (v) increase Base Flood velocities. beyond those areas exempted by ordinance in Section 5.11.3a of Chapter 13 Code of Ordinances. Engineer Date Initial D * If a platting-status exemption to this requirement is asserted, provide written justification under separate letter in lieu of certification. Required for Site Plans, Final Plats, Construction Plans, and Fill/ Grading Pennits: B. I, Not Applicable , certify to the following: (i) that any nonresidential or multi-family structure on or proposed to be on this site as part of this application is designed to prevent damage to the structure or its contents as a result of flooding from the 1 DO-year storm. Engineer Date Additional certification for Floodway Encroachments: C. I, Not Applicable , certify that the construction, improvement, or fill covered by this permit shall not increase the base flood elevation. I will apply for a variance to the Zoning Board of Adjustments. Engineer Date 1/1 1 Page 6 of9 Required for all projects proposing structures in Special Flood Hazard Area (Elevation Certificate required). Residential Structures: D. I, Not Applicable , certify that all new construction or any substantial improvement of any residential structure shall have the lowest floor, including all utilities, ductwork and any basement, at an elevation at least one foot above the Base Flood Elevation. Required Elevation Certificates will be provided with elevations certified during construction (forms at slab pre-pour) and post construction. Engineer I Surveyor Date Commercial Structures: E. I, Not Applicable , certify that all new construction or any substantial improvement of any commercial, industrial, or other non-residential structure are designed to have the lowest floor, including all utilities, ductwork and basements, elevated at least one foot above the Base Flood Elevation Engineer I Surveyor Date OR I, Not Applicable , certify that the structure with its attendant utility, ductwork, basement and sanitary facilities is designed to be flood-proofed so that the structure and utilities, ductwork, basement and sanitary facilities are designed to be watertight and impermeable to the intrusion of water in all areas below the Base Flood Elevation, and shall resist the structural loads and buoyancy effects from the hydrostatic and hydrodynamic conditions. Required Elevation Certificates will be provided with elevations certified during construction (forms at slab pre- pour) and post construction. Engineer I Surveyor Date Conditions or comments as part of approval: 1/11 Page 7 of9 Erika Bridges From: Sent: To: Subject: Rabon, Erika Bridges Friday, June 27, 2014 4:18 PM 'Rabon Metcalf Creek Meadows Sec.3, Ph .2 Sorry, it's been a busy day, and I haven't had a chance to return your message yet. Also, I was just going over my notes preparing to call you, and it looks like I accidentally left off 3 of my comments: 1. W-02 -Please verify that the homes at the end of the Shady Brook Pass culdesac are all within 500-ft of a fire hydrant. 2. Drainage Report -A couple of the Time of Concentrations look rather large {i.e. Tc for E14= 25 minutes). Can you double the Tc values? 3. Drainage Report -There seem to be a few inconsistencies between the plans and drainage report with regard to the specified inlet lengths: • E13 -> 15' on plans/10' in D.R. • E14 -> 10' on plans/15' in D.R. • El?-> 15' on plans/10' in D.R. Please let me know if you have any questions. I'll be here the rest of the afternoon if you'd like to call and discuss. Thanks, Erika Bridges, EIT, CFM Graduate Civil Engineer Planning & Development Services 1101 Texas Avenue, College Station, TX 77842 (979) 764-3570 City of Co llege Station Home of Texas A&M University ® 1 "' ' NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 Engineer's Cost Estimate CREEK MEADOWS -SECTION 5, PHASE TWO PAVING, DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS UNIT DESCRIPTION QUANTITY UNIT COST PAVING IMPROVEMENTS Mobilization, Construction Staking, All Required 1 LS $5,000.00 Testing by Contractor & Trench Safety SWPP Measures (Rock Rip-Rap, Seeding, Silt Fencing, 1 LS $15,000.00 Construction Entrance, Inlet Protection) Clearing & Grubbing (ROW & All Easements) 1 LS $3,000.00 In-Place Earthwork Excavation (Roadway, Alleys, 979 CY $4.50 Drainage Channels, Sitework, etc ... ) In-Pace Earthwork Embankment (Roadway, Alleys, 93 CY $4.50 Sitework, etc .. ) (Excavated On-Site) In-Place Earthwork Embankment Finishing (Topsoil, Landscape 1,015 CY $3.00 Berms & Miscellaneous) (Excavated On-Site) 4" Thick Reinforced Concrete Sidewalk (Includes 8,348 SF $4.25 H/C Ramps) 6"Raised Concrete Curb & Gutter 330 LF $11 .25 24" Laydown Concrete Gutter 2,045 LF $11 .50 6" Compacted Lime Stabilized Subgrade 5,055 SY $4.75 6" Compacted Limestone Base (Residential Street) 3,613 SY $11 .00 2" Compacted Hot-mix Asphaltic Concrete 3,613 SY $13.00 (Residential Street) Concrete Street Apron 276 SY $50.00 TOTAL COST $5,000.00 $15,000.00 $3,000.00 $4,405.50 $418.50 $3,045.00 $35,479.00 $3,712.50 $23,517.50 $24,011 .25 $39,743.00 $46,969.00 $13,800.00 SUB-TOTAL= $218,101.25 DRAINAGE IMPROVEMENTS Mobilization, Construction Staking, All Required Testing 1 LS $8,000.00 $8,000.00 (Including TV) by Contractor & Trench Safety Modify Existing Juncition Box to Recess Curb Inlet 1 EA $3,500.00 $3,500.00 (5' Opening) Recessed Curb Inlet (10' Opening) 1 EA $4,700.00 $4,700.00 Modify Existing Juncition Box to Recess Curb Inlet 2 EA $4,500.00 $9,000.00 (10' Opening) Recessed Curb Inlet (15' Opening) 2 EA $5,200.00 $10,400.00 Storm Sewer Junction Box 1 EA $2,500.00 $2,500.00 CD1-260-0531 -E03.xlsx 1 of 4 n. l t f( Engineer's Cost Estimate 7 Tie into Existing Storm Sewer Junction Box 2 LS $750.00 $1 ,500.00 8 6:1 SET (30" Pipe) 4 EA $1 ,500.00 $6,000.00 9 24" RCP (CL 3) Storm Sewer w/Structural Backfill 36 LF $115.00 $4,140.00 10 30" ADS (N-12) Storm Sewerw/Cement Stabilized 237 LF $125.00 $29,625.00 Sand Bedding & Structural Backfill 11 30" RCP (CL 3) Storm Sewer w/Structural Backfill 69 LF $130.00 $8,970.00 12 30" RCP (CL 3) Storm Sewer w/Cement Stabilized 180 LF $150.00 $27,000.00 Bedding & Structural Backfill 13 30" RCP (CL 4) Storm Sewer w/Structural Backfill 40 LF $155.00 $6,200.00 SUB-TOTAL= $121 ,535.00 WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 $4,000.00 Contractor & Trench Safety (Water Line) 2 8" PVC Water Line (C900, DR14) -Non Structural 874 LF $19.00 $16,606.00 Backfill 3 8" PVC Water Line (C900, DR14) -Structural 111 LF $31.00 $3,441.00 Backfill 4 6" PVC Water Line (C900, DR14) -Non Structural 115 LF $18.00 $2,070.00 Backfill 5 4" PVC Water Line (C900, DR14) -Non Structural 250 LF $16.00 $4,000.00 Backfill 6 4" PVC Water Line (C900, DR14) -Structural 134 LF $25.00 $3,350.00 Backfill 7 Road Bore (Dry) w/18" Steel Casing & 8" DIP 55 LF $190.00 $10,450.00 (CL250) Carrier Pipe (Spacers & End Seals) 8 Structural Bedding (Cement Stabilized Sand) 40 LF $25.00 $1,000.00 9 Tie into Existing Water Line 2 EA $750.00 $1 ,500.00 10 Standard Fire Hydrant Assembly 2 EA $3,500.00 $7,000.00 11 12"x8" Tapping Valve & Saddle 1 EA $2,500.00 $2,500.00 12 8" (MJ) Gate Valve & Box 6 EA $1 ,100.00 $6,600.00 13 6" (MJ) Gate Valve & Box 2 EA $800.00 $1 ,600.00 14 4" (MJ) Gate Valve & Box 1 EA $650.00 $650.00 15 2" Blow-Off Valve & Riser 1 EA $1 , 100.00 $1 , 100.00 CD1-260-0531-E03.xlsx 2 of 4 1. -•r: :· Engineer's Cost Estimate 16 1" In-Line Blow-Off Valve & Riser 1 EA $1,500.00 $1 ,500.00 17 8" x 8" (MJ) Cross 1 EA $1, 100.00 $1 ,100.00 18 8" x 8" (MJ) Tee 1 EA $900.00 $900.00 19 8" x 6" (MJ) Tee 2 EA $650.00 $1 ,300.00 20 8" x 4" (MJ) Reducer 1 EA $475.00 $475.00 21 8" (MJ) 45 deg Bend 4 EA $650.00 $2,600.00 22 8" (MJ) 22.5 deg Bend EA $550.00 $0.00 23 8" (MJ) 11 .25 deg Bend 1 EA $450.00 $450.00 24 6" (MJ) 11 .25 deg Bend EA $325.00 $0.00 25 4" (MJ) 45 deg Bend 2 EA $350.00 $700.00 26 8" (MJ) Plug 1 EA $400.00 $400.00 27 4" (MJ) Plug w/2" Tap 1 EA $225.00 $225.00 28 Dual Water Service (Long Side) 4 EA $1,900.00 $7,600.00 29 Dual Water Service (Short Side) 4 EA $950.00 $3,800.00 30 Single Water Service (Long Side) 2 EA $1 ,400.00 $2,800.00 31 Single Water Service (Short Side) 8 EA $600.00 $4,800.00 SUB-TOTAL= $94,517.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety & TV Inspection 1 LS $3,000.00 $3,000.00 (Sewer Line) 2 6" PVC Sanitary Sewer (SDR-26, D3034) -Non 443 LF $25.00 $11 ,075.00 Structural Backfill 3 6" PVC Sanitary Sewer (SDR-26, D3034)-52 LF $42.00 $2,184.00 Structural Backfill 4 4' Diameter Standard Manhole w/32" Opening (Ring 1 EA $3,200.00 $3,200.00 & Cover) 5 Tie into Existing Sanitary Sewer Line 1 EA $1 ,000.00 $1 ,000.00 6 Structural Bedding (Cement Stabilized Sand) 20 LF $23.00 $460.00 CD1 -260-0531-E03.xlsx 3 of 4 , .. •, ! f. .., L 7 8 9 10 11 12 , Engineer's Cost Estimate Dual Sanitary Sewer Service (Long Side) 3 EA $1,750.00 Dual Sanitary Sewer Service (Long Side) -Connect 4 EA $2,200.00 to Existing Sanitary Sewer Dual Sanitary Sewer Service (Short Side) 3 EA $650.00 Dual Sanitary Sewer Service (Short Side) -Connect 2 EA $1 ,000.00 to Existing Sanitary Sewer Single Sanitary Sewer Service (Long Side) 1 EA $750.00 Single Sanitary Sewer Service (Short Side) -1 EA $850.00 Connect to ExistinJl..~~\)(. ?ewer --u~ T ,, -= SUB TOTAL ESTIMATED CONSTRUCTION COST = 10% CONTINGENCY= $5,250.00 $8,800.00 $1,950.00 $2,000.00 $750.00 $850.00 $40,519.00 $474,672.25 $47,467.23 GRAND TOTAL= $522, 139.48 RME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 OFF/FAX: (979) 764-0704 E-mail: civil@rmengineer.com Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules, operation and maintenance costs, equipment characteristics and performance, and operating results are based on this office's experience, qualifications and judgment as a design professional. Since RME has no control over weather, cost and availability of labor, material and equipment, labor productivity, construction contractor's procedures and methods, unavoidable delays, construction contractor's methods of determining prices, economic conditions, competitive bidding or market conditions and other factors affecting such estimates or projections, this office does not guarantee that actual rates, costs, performance, schedules, etc., will not vary from estimates and projections prepared by the Engineer of record. CD1-260-0531-E03.xlsx 4of4 ·, J . ~ .. ,. CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality (TCEQ) Storm Water Program TPDES GENERAL PERMIT TXR150000 The following information is posted in compliance with Part II.D.2. of the TCEQ General Permit Number TXRI 50000 for discharges of storm water runoff from construction sites. Additional information regarding the TCEQ storm water permit program may be found on the internet at: http://www. tceq .state:tx. us/permitting/water quality /stormwater/TXRl 5 AIR.html - Contact Name and Phone Number: Chris Rhodes (979) 260-2800 Project Description: Creek Meadows • Section 3, Phase Two Located southeast of Greens Prairie Trail. (Physical address or description of the site's location, estimated start date and projected end Estimated Start Date: 8/114 date, or date that disturbed soils will be Estimated End Date: 9/1/15 stabilized) Location of Storm Water Pollution RME Consulting Engineers P.O. Box 9253 Prevention Plan: College Station, TX 77842 I! For Construction Sites Authorized Under Part 11.D.2. (Obtaining Authorization to Discharge) the following certification must be completed: I Chris Rhodes (Typed or Printed Name Person Completing This Certification) certify under penalty of law that I have read and understand the eligibility requirements for claiming an authorization under Part II.D .2. of TPDES General Pen;nit TXR150000 and agree to comply with the terms ofthis permit. A storm water pollution prevention plan has been developed and implemented according to permit requirements. A copy of this signed notice is supplied to the operator of the MS4 if discharges enter an MS4 system. I am aware there are significant penalties for providing false information or for conducting unauthorized discharges, including the possibility of fine and imi~o/ ent r knoii violati;n~. 'it d If Signature and Title D-at .... ~'--"---'"r'--'"--'--------- FOR OFFICE USE ON~ Y CASE NO.: _,,_,4._· _.._l lj-'-"CO~-- DATE SUBMITTED: C?·t}· fl./ CrTY OF C oUEGE STATIO Home ofT= A&M Univmity• FINAL PLAT APPLICATION TIME: fl t../, 0 STAFF: 'JYtZ (Check one) D Minor ($700) D Amending ($700) 181 Final ($932) D Vacating ($932) 0Replat ($932) Is this plat in the ET J? O Yes lg] No Is this plat Commercial D or Residential [g] MINIMUM SUBMITTAL REQUIREMENTS: $700-$932 Final Plat Application Fee (see above). $233 Waiver Request to Subdivision Regulations Fee (if applicable). $600 (minimum) Development Permit Application I Public Infrastructure Review and Inspection Fee. Fee is 1 % of acceptable Engineer's Estimate for public infrastructure, $600 minimum (if fee is > $600, the balance is due prior to the issuance of any plans or development permit). lg] Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered. Please attach pages if additional information is provided. Fourteen (14) folded copies of plat. (A signed mylar original must be submitted after approval.) Two (2) copies of the grading, drainage, and erosion control plans with supporting drainage report. Two (2) copies of the Public infrastructure plans and supporting documents (if applicable). Copy of original deed restrictions/covenants for replats (if applicable). /lg] Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate current within ninety (90) days. The report must include applicable information such as ownership, liens, encumbrances, etc. Paid tax certificates from City of College Station, Brazos County and College Station l.S.D. lg] The attached Final Plat checklist with all items checked off or a brief explanation as to why they are not. NOTE: A mylar of the approved preliminary plan must be on file before a final plat application will be considered complete. If the mylar is submitted with the final plat application, it shall be considered a submittal for the preliminary plan project and processed and reviewed as such. Until the mylar has been confirmed by staff to be correct, the final plat application will be considered incomplete. Date of Optional Preapplication or Stormwater Management Conference NAME OF PROJECT Creek Meadows -Section 3, Phase Two ADDRESS SPECIFIED LOCATION OF PROPOSED PLAT: Creek Meadows -Master Planned Subdivision APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name RME Consulting Engineers E-mail rabon@rmengineer.com Street Address PO Box 9253 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~- City College Station State TX Zip Code _7_78_4_2 __ _ Phone Number (979) 764-0704 Fax Number (979) 764-0704 ~~~~~~~~~~~~~~~- 1/11 Page 1 of9 '· PROPERTY OWNER'S INFORMATION (All owners must be identified. Please attach an additional sheet for multiple owners): Name Creek Meadows Partners, LP (c/o Randy Lowry) E-mail Chris@oldhamgoodwin.com Street Address 2800 South Texas Avenue, Suite 401 City Bryan State TX Zip Code _7_78_0_2 ___ _ Phone Number (979) 268-2000 Fax Number (979) 846-7020 ----------------~ ARCHITECT OR ENGINEER'S INFORMATION: Name Same As Applicant E-mail Street Address City State Zip Code ______ _ Phone Number Fax Number ----------------- Do any deed restrictions or covenants exist for this property? (8) Yes 0 No Is there a temporary blanket easement on this property? If so, please provide the Volume 7863 and Page No. 072 Total Acreage 14.12 Total No. of Lots 27 R-0-WAcreage _1_.6_7_1 ____ _ Existing Use _~_a_ca_n_t ___________ _ Proposed Use Single Family Residentail Number of Lots By Zoning District 27 I PDD I Average Acreage Of Each Residential Lot By Zoning District: 0.46 PDD Floodplain Acreage _o_.o _________________________________ _ Is there Special Flood Hazard Area (Zone A or Zone AE on FEMA FIRM panels) on the property? !Yes IX No This information is necessary to help staff identify the appropriate standards to review the application and will be used to help determine if the application qualifies for vesting to a previous ordinance. Notwithstanding any assertion made, vesting is limited to that which is provided in Chapter 245 of the Texas Local Government Code or other applicable law. Is this application a continuation of a project that has received prior City platting approval(s) and you are requesting the application be reviewed under previous ordinance as applicable? fX Yes I No If yes, provide information regarding the first approved application and any related subsequent applications (provide additional sheets if necessary): Project Name: Creek Meadows -Master Planned Subdivision City Project Number (if known): Date I Timeframe when submitted: October 2006 1/11 Page 2 of9 ,,• ·, . ' A statement addressing any differences between the Final Plat and Preliminary Plan (if applicable): f o1 Applicable Re uested waiver to subdivision re ulations and reason for same if a licable : ot Applicable Regarding the waiver request, explain how: 1. There are special circumstances or conditions affecting the land involved such that strict application of the subdivision regulations will deprive the applicant of the reasonable use of his land. Not Applicable 2. The waiver is necessary for the preservation and enjoyment of a substantial property right of the applicant. tot Applicable 3. The granting of the waiver will not be detrimental to the public health, safety, or welfare, or injurious to other property in the area, or to the City in administering subdivision regulations. tot Applicable 4. The granting of the waiver will not have the effect of preventing the orderly subdivision of other land in the area in accordance with the provisions of the Unified Development Ordinance. tot Applicable Fee in lieu of sidewalk construction is being requested because of the following condition (if applicable): 1. [ An alternative pedestrian way or multi-use path has been or will be provided outside the right-of-way; 2. I The presence of unique or unusual topographic, vegetative, or other natural conditions exist so that strict adherence to the sidewalk requirements of the UDO is not physically feasible or is not in keeping with the purposes and goals of the UDO or the City's comprehensive Plan; 3. [ A capital improvement project is imminent that will include construction of the required sidewalk. Imminent shall mean the project is funded or projected to commence within twelve (12) months; 4. I Existing streets constructed to rural section that are not identified on the Thoroughfare Plan with an estate I rural context; 5. I \/\/hen a sidewalk is required along a street where a multi-use path is shown on the Bicycle, Pedestrian, and Greenways Master Plan; 1/11 Page 3 of9 l. ., I ,, ,, ·. 6. The proposed development is within an older residential subdivision meeting the criteria In Platting and Re platting within Older Residential Subdivisions Section of the UDO; or 7. The proposed development contains frontage on a Freeway I Expressway as designated by Map 6.6, Thoroughfare Plan -Functional Classification, in the City's Comprehensive Plan. Detailed explanation of condition identified above: I Not Applicabl• NOTE: A waiver to the sidewalk requirements and fee in lieu of sidewalk. construction shall not be considered at the same time by the Planning & Zoning Commission. Requested Oversize Participation_N_ot_A_p_p_fl_'ca_b_le ________________________ _ Total Linear Footage of Proposed Public: _!!!!.__Streets 2037 Sidewalks ~Sanitary Sewer Lines 1432 Water Lines Channels ~Storm Sewers Bike Lanes I Paths Parkland Dedication due prior to filing the Final Plat: ACREAGE: ___ No. of acres to be dedicated + $ ____ development fee ___ No. of acres in floodplain ___ No. of acres in detention ___ No. of acres in greenways OR FEE IN LIEU OF LAND: __ No. of SF Dwelling Units X $ = $ -------- ----(date) Approved by Parks & Recreation Advisory Board NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITIED PRIOR TO FILING. The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true, correct, and complete. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE PROPERTY, this application must be accompanied by a power of attorney statement from the owner. If there is more than one owner, all owners must sign the application or the power of attorney. If the owner is a company, the applfcation must be accompanied by proof of authority for the company's representative to sign the application on its behalf. LIEN HOLDERS identified in the title report are also considered owners and the appropriate signatures must be provided as described above. Date 1/11 Page4 of 9 CERTIFICATIONS REQUIRED FOR ALL DEVELOPMENT Owner Certification: 1. No work of any kind may start until a permit is Issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Occupancy is issued. 5. The permit will expire if no significant work is progressing within 24 months of issuance. 6. Other permits may be required to fulfill local, state, and federal requirements. Owner will obtain or show compliance with all necessary State and Federal Permits prior to construction including NOi and SWPPP. 7. If required, Elevation Certificates will be provided with elevations certified during construction (forms at slab pre- pour) and post construction. 8. Owner hereby gives consent to City representatives to make reasonable inspections required to verify compliance. 9. If, stormwater mitigation is required, including detention ponds proposed as part of this project, it shall be designed and constructed first in the construction sequence of the project. 10. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that all debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply. 11. The information and conclusions contained in the attached plans and supporting documents will comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and associated BCS Unified Design Guidelines Technical Specifications, and Standard Details. All development has been designed in accordance with all applicable codes and ordinances of the City of College Station and State and Federal Regulations. 12. Release of plans to (name or firm) Is authorized for bidding purposes only. I understand that final approval and release of plans and development for construction Is contingent on contractor signature on approved Development Permit. 13. I, THE OWNER, AGREE TO AND CERTIFY THAT ALL STATEMENTS HEREIN, AND IN ATTACHMENTS FOR THE DEVELOPMENT P RMIT APP !CATION, ARE, TO THE BEST OF MY KNOWLEDGE, TR!JE, AND ACCURATE. ~ <'//"h~ • Date Engineer Certification: 1/11 1. The project has been designed to ensure that stormwater mitigation, including detention ponds, proposed as part of the project will be constructed first in the construction sequence. 2. I will obtain or can show compliance with all necessary Local, State and Federal Permits prior to construction including NOi and SWPPP. Design wlll not preclude compliance with TPDES: i.e., projects over 10 acres may require a sedimentation basin. 3. The information and conclusions contained in the attached plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and associated BCS Unified Design Guidelines. All development has been designed in accordance with all applicable codes and ordinances of the City of College Station and State and Federal Regulations. 4. I, THE ENGINEER, AGR TO AND CERTIFY THAT ALL STATEMENTS HEREIN, AND IN ATTACHMENTS FOR THE DEVELOPME PERMIT APPLICATION, ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND ACCURATE Date Pages of9 The following CERTIFICATIONS apply to development in Special Flood Hazard Areas. Required for Site Plans, Final Plats, Construction Plans, Fill / Grading Pennits, and Clearing Only Permits:* A. I, Not Applicable certify, as demonstrated in the attached drainage study, that the alterations or development covered by this permit, shall not: (i) increase the Base Flood elevation; (ii) create additional areas of Special Flood Hazard Area; (iii) decrease the conveyance capacity to that part of the Special Flood Hazard Area that is not in the floodway and where the velocity of flow in the Base Flood event is greater than one foot per second. This area can also be approximated to be either areas within 100 feet of the boundary of the regulatory floodway or areas where the depth of from the BFE to natural ground is 18 inches or greater; (iv) reduce the Base Flood water storage volume to the part of the Special Flood Hazard Area that is beyond the floodway and conveyance area where the velocity of flow in the Base Flood is equal to and less than one foot per second without acceptable compensation as set forth in the City of College Station Code of Ordinances, Chapter 13 concerning encroachment into the Special Flood Hazard Area; nor (v) increase Base Flood velocities. beyond those areas exempted by ordinance in Section 5.11.3a of Chapter 13 Code of Ordinances. Engineer Date Initial D * If a platting-status exemption to this requirement is asserted, provide written justification under separate letter in lieu of certification. Required for Site Plans, Final Plats, Construction Plans, and Fill /Grading Pennits: B. I, Not Applicable , certify to the following: (i) that any nonresidential or multi-family structure on or proposed to be on this site as part of this application is designed to prevent damage to the structure or its contents as a result of flooding from the 100-year storm. Engineer Date Additional certification for Floodway Encroachments: C. I, Not Applicable , certify that the construction, improvement, or fill covered by this permit shall not increase the base flood elevation. I will apply for a variance to the Zoning Board of Adjustments. Engineer Date 1/11 Page 6 of9 '•'I .,• Required for all projects proposing structures in Special Flood Hazard Area (Elevation Certificate required). Residential Structures: D. I, Not Applicable , certify that all new construction or any substantial improvement of any residential structure shall have the lowest floor, including all utilities, ductwork and any basement, at an elevation at least one foot above the Base Flood Elevation. Required Elevation Certificates will be provided with elevations certified during construction (forms at slab pre-pour) and post construction. Engineer I Surveyor Date Commercial Structures: E. I, Not Applicable , certify that all new construction or any substantial improvement of any commercial, industrial, or other non-residential structure are designed to have the lowest floor, including all utilities, ductwork and basements, elevated at least one foot above the Base Flood Elevation Engineer I Surveyor Date OR I, Not Applicable , certify that the structure with its attendant utility, ductwork, basement and sanitary facilities is designed to be flood-proofed so that the structure and utilities, ductwork, basement and sanitary facilities are designed to be watertight and impermeable to the intrusion of water in all areas below the Base Flood Elevation, and shall resist the structural loads and buoyancy effects from the hydrostatic and hydrodynamic conditions. Required Elevation Certificates wilt be provided with elevations certified during construction (forms at slab pre- pour) and post construction. Engineer I Surveyor Date Conditions or comments as part of approval: 1/11 Page 7 of9 .. Existing 18) 1/11 FINAL PLAT MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: (Requirements based on field survey and marked by monuments and marlcers.) 18) Drawn on 24" x 36" sheet to scale of 100' per inch. 18) Vicinity map which includes enough of surrounding area to show general location of subject property in relationship to College Station and its City Limits. No scale required but include north arrow. 18) Title Block with the following information: 18) Name and address of subdivider, recorded owner, planner, engineer and surveyor. 18) Proposed name of subdivision. (Subdivision name & street names will be approved through Brazos County 911.) 18) Date of preparation. 18) Engineer's scale in feet. 18) Total area intended to be developed. 18) North Arrow. [g] Subdivision boundary indicated by heavy lines. D If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger. [g] All applicable certifications based on the type of final plat. [g] Ownership and Dedication [g] Surveyor and/or Engineer [g] City Engineer (and City Planner, if a minor plat) 18) Planning and Zoning Commission (delete if minor plat) [g] Brazos County Clerk D Brazos County Commissioners Court Approval (ET J Plats only) D If submitting a replat where there are existing improvements, submit a survey of the subject property showing the improvements to ensure that no encroachments will be created. D If using private septic systems, add a general note on the plat that no private sewage facility may be installed on any lot in this subdivision without the issuance of a license by the Brazos County Health Unit under the provisions of the private facility regulations adopted by the Commissioner's Court of Brazos County, pursuant to the provisions of Section 21.084 of the Texas Water Code. 18) location of the 100-Year Floodplain and floodway, if applicable, according to the most recent available data. !8J lot comer markers and survey monuments (by symbol) and clearly tied to basic survey data. !8J Matches the approved preliminary plan or qualifies as minor amendments (UDO Section 3.3.E.2). The location and description with accurate dimensions, bearings or deflection angles and radii, area, center angle, degree of curvature, tangent distance and length of all curves for all of the following: (Show existing items that are intersecting or contiguous with the boundary of or forming a boundary with the subdivision, as well as, those within the subdivision). Proposed !8J Streets. Continuous or end in a cul-de-sac, stubbed out streets must end into a temp tum around unless they are shorter than 100 feet. Public and private R.O.W. locations and widths. (All existing and proposed R.0.W.'s sufficient to meet Thoroughfare Plan.) Street offsets and/or intersection angles meet ordinance. Page 8 of9 '.' f. lo ' '·I .J .. • • ) Existing D ~ ~ ~ Proposed D ~ ~ ~ Alleys. Easements. A number or letter to identify each lot or site and each block (numbered sequentially). Parkland dedication/greenbelt area/park linkages. All proposed dedications must be reviewed by the Parks and Recreation Advisory Board and documentation of their recommendation provided prior to being scheduled for P&Z Commission consideration. ~ Construction documents for all public infrastructure drawn on 24" x 36" sheets and properly sealed by a Licensed Texas Professional Engineer that include the following: ~ Street, alley and sidewalk plans, profiles and sections. One sheet must show the overall street, alley and/or sidewalk layout of the subdivision. (may be combined with other utilities). ~ Sewer Design Report. ~ Sanitary sewer plan and profile showing depth and grades. One sheet must show the overall sewer layout of the subdivision. (Utilities of sufficient size/depth to meet the utility master plan and any future growth areas.) ~ Water Design Report and/or Fire Flow Report. ~ Water line plan showing fire hydrants, valves, etc. with plan and profile lines showing depth and grades. One sheet must show the overall water layout of the subdivision. (Utilities of sufficient size/depth to meet the utility master plan and any future growth areas.) ~ Storm drainage system plan with contours, street profile, inlets, storm sewer and drainage channels, with profiles and sections. Drainage and runoff areas, and runoff based on 5, 10, 25, 50 and 100 year rain intensity. Detailed drainage structure design, channel lining design & detention if used. One sheet must show the overall drainage layout of the subdivision. ~ Detailed cost estimates for all public infrastructure listed above sealed by Texas P.E. ~ Letter of completion for public infrastructure or guarantee I surety in accordance with UDO Section 8.6. ~ Drainage Report with a Technical Design Summary. ~ Erosion Control Plan (must be included in construction plans). D All off-site easements necessary for infrastructure construction must be shown on the final plat with a volume and page listed to indicate where the separate instrument easements were filed. Separate instrument easements must be provided in recordable form to the City prior to being scheduled for P&Z Commission consideration. ~ Are there impact fees associated with this development? D Yes ~No Impact fees must be paid prior to building permit. ~ Will any construction occur in TxDOT rights-of-way? 0 Yes ~ No If yes, TxDOT permit must be submitted along with the construction documents. NOTE: 1. We will be requesting the corrected Final Plat to be submitted in digital form if available prior to filing 1111 the plat at the Courthouse. 2. If the construction area is greater than 5 acres, EPA Notice of Intent (NOi) must be submitted prior to issuance of a development permit. Print Form Page 9 or9 ~, ,1 I ' ~I ' GF No.: 140437 Examiner: Angela Bankston Effective Date: May 20, 2014 STATE OF TEXAS COUNTY OF BRAZOS NOTHING FURTHER CERTIFICATE THIS IS TO CERTIFY: That we have examined the records of the County Clerk of Brazos County, Texas as they are reflected in the geographically indexed title plant of University Title Company as to the following property, to-wit: Being all that tract ofland in Brazos County, Texas, out of the Samuel Davidson League, A-13 Survey and a part of the Jesse Bledsoe Survey, A-71, consisting of the following tracts recorded in the-Deed Records of Brazos County, Texas: Part of that called First Tract of200 acres described in a Deed to B. F. Vance recorded in Volume 142, Page 273, all of that called Second Tract of 50.6 acres described in said Volume 142, Page 273, all of that called 2.6 acres described in Volume 177, Page 309, all of that called 6 acres described in Volume 152, Page 234, that 1 acre described in Volume 210, Page 148, that 1.25 acres described in Volume 187, Page 522, that 1 acre described in Volume 282, Page 601, part of that 1 acre described in Volume 509, Page 786, that 2. 7 acres described in Volume 262, Page 107, all of that tract described in Volume 163, Page 69, part of that 102.0 acres described in a Deed to Betty V. Goss, B. F. Vance, Jr. and William R. Vance, Trustees of the VRV Trust recorded in Volume 1020, Page 325 of the Deed Records of Brazos County, Texas, and being further described as follows: BEGINNING at a 518" steel rod found in Royder Road, being the West comer of said 200 acres; THENCE North 42 degrees 26 minutes 14 seconds East, 420.00 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 18 seconds West, 555.34 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 30 minutes 52 seconds East, 629.86 feet to a rock found for corner; THENCE North 47 degrees 33 minutes 26 seconds West, 630.51 feet to a 5/8 inch steel rod found for corner; THENCE South 42 degrees 26 minutes 14 seconds West, 117.33 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 46 seconds West, 209.00 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 26minutes14 seconds East, 22.17 feet to a 5/8 inch steel rod found for corner; THENCE South 49 degrees 10 minutes 54 seconds East, 51.62 feet to a 518 inch steel rod found for corner; THENCE North 40 degrees 58 minutes 56 seconds East, 262.73 feet to a 1/2 inch steel rod (bent) found for corner; THENCE North 41 degrees 42 minutes 31 seconds West, 100.00 feet to a 518 inch steel rod found for corner; THENCE North 37 degrees 25 minutes 18 seconds West, 97.02 feet to a 5/8 inch steel rod found for comer' THENCE North 44 degrees 09 minutes 00 seconds West, 213.79 feet to a cotton spindle found for corner on the Southeast line of Greens Prairie Road West; THENCE North 43 degrees 08 minutes 28 seconds East, 1233.00 feet along Greens Prairie Road West to a 3/8 inch steel road (bent) found for corner; THENCE South 49 degrees 13 minutes 20 seconds East, 411.68 feet to a 3/8 inch steel rod found at the South corner of Lot 8, Wellborn Oaks recorded in Volume 345, Page 635 of the Deed Records of Brazos County, Texas; THENCE South 49 degrees 02 minutes 18 seconds East, 392.33 feet to a 3/8 inch steel rod found at the South corner of Lot 9, Wellborn Oaks; THENCE South 48 degrees 48 minutes 30 seconds East, 983.70 feet to a 3/8 inch steel rod found at the South corner of Lot 11, Wellborn Oaks; THENCE South 48 degrees 30 minutes 49 seconds East, 488.99 feet to a 3/8 inch steel rod found at the South corner of Lot 12, Wellborn Oaks; THENCE South 48 degrees 09 minutes 51 seconds East, 388.37 feet to a 1/2 inch steel rod set on the West line of Greens Prairie Trail (100' R.O.W.); THENCE Southwesterly, 820.18 feet along a nontangent curve to the left in Greens Prairie Trail having a radius of 1010.00 feet and a central angle of 46 degrees 31 minutes 40 seconds (Chord bears South 18 degrees 32 minutes 29 seconds West, 797.83 feet) to a 5/8 inch steel rod found at the point of tangency; TEHNCE South 04 degrees 43 minutes 21 seconds East, 1452.01 feet to a 5/8 inch steel rod found at a point of curve; THENCE Southwesterly, 743.74 feet along a curve to the right of Greens Prairie Trail having a radius of904.93 feet and a central angle of 47 degrees OS minutes 23 seconds (Chord bears South 18 degrees 49 minutes 20 seconds West, 722.98 feet) to a 5/8 inch steel rod found at the point of tangency; THENCE South 42 degrees 22 minutes 02 seconds West, 194.62 feet to a S/8 inch steel rod found at a point of curve; THENCE Southwesterly, 52.55 feet along a curve to the right having a radius of35.00 feet and a central angle of 86 degrees 01 minutes 33 seconds (Chord bears South 8S degrees 22 minutes 48 seconds West, 47. 7S feet) to a 5/8 inch steel rod found for corner; THENCE South 44 degrees S2 minutes SS seconds West, 24.00 feet to a point near the center of Royder Road (gravel); THENCE generally with the center of Royder Road as follows: North 45 degrees 56 minutes 20 seconds West, 94.lS feet to point; North 41 degrees 08 minutes 28 seconds West, 181.52 feet to a point; North 38 degrees 13 minutes 13 seconds West, 287.27 feet to a point; North 40 degrees 13 minutes 39 seconds West, 121.73 feet to a point; North 47 degrees 29 minutes 30 seconds West, 112.50 feet to a point; North 47 degrees 33 minutes 46 seconds West, 177S.11 feet to the Point of Beginning, containing 171.851 acres of land. NOTE: The Company is prohibited from insuring the area or quantity of the land described herein. Any statement in the above legal description of the area or quantity of land is not a representation that such area or quantity is correct, but is made only for informational and/or identification purposes. And that our records reflect that the following is a true and correct list of documents affecting title to the real property described supra between the dates of January 20, 2014 and May 20, 2014: None of record This certificate is issued with the express understanding, evidenced by the acceptance of same that the undersigned does not undertake to give or express any opinion as to the validity of the title to the property above, but is simply reporting briefly herein as to the instruments listed above found of record pertaining to said property, and it is expressly understood and agreed that this Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it is understood that the liability of the issuer hereof is expressly limited to the actual monetary consideration paid for same. We have not made any examination as to property taxes, tax suits, special assessments or conflicts. Univenity Title Company By:~~~~L~ GFNo.: 140437 Examiner: Angela Bankston Effective Date: January 20, 2014 ST A TE OF TEXAS COUNTY OF BRAZOS NOTHING FURTHER CERTIFICATE TlllS IS TO CERTIFY: That we have examined the records of the County Clerk of Brazos County, Texas as they are reflected in the geographically indexed title plant of University Title Company as to the following property, to-wit: · Being all that tract ofland in Brazos County, Texas, out of the Samuel Davidson League, A-13 Survey and a part of the Jesse Bledsoe Survey, A-71, consisting of the following tracts recorded in the Deed Records of Brazos County, Texas: Part of that called First Tract of 200 acres described in a Deed to B. F. Vance recorded in Volume 142, Page 273, all of that called Second Tract of 50.6 acres described in said Volume 142, Page 273, all of that called 2.6 acres.described in Volume 177, Page 309, all of that called 6 acres described in Volume 152, Page 234, that 1 acre described in Volume 210, Page 148, that 1.25 acres described in Volume 187, Page 522, that 1 acre described in Volume 282, Page 601, part of that 1 acre described in Volume 509, Page 786, that 2.7 acres described in Volume 262, Page 107, all of that tract described in Volume 163, Page 69, part of that 102.0 acres described in a Deed to Betty V. Goss, B. F. Vance, Jr. and William R. Vance, Trustees of the VRV Trust recorded in Volume 1020, Page 325 of the Deed Records of Brazos County, Texas, and being further described as follows: BEGINNING at a 5/8" steel rod found in Royder Road, being the West corner of said 200 acres; THENCE North 42 degrees 26 minutes 14 seconds East, 420.00 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 18 seconds West, 555.34 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 30 minutes 52 seconds East, 629.86 feet to a rock found for corner; THENCE North 47 degrees 33 minutes 26 seconds West, 630.51 feet to a 5/8 inch steel rod found for corner; THENCE South 42 degrees 26 minutes 14 seconds West, 117.33 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 46 seconds West, 209.00 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 26 minutes 14 seconds East, 22.17 feet to a 5/8 inch steel rod found for corner; THENCE South 49 degrees 10 minutes 54 seconds East, 51.62 feet to a 5/8 inch steel rod found for corner; THENCE North 40 degrees 58 minutes 56 seconds East, 262.73 feet to a 1/2 inch steel rod (bent) found for corner; THENCE North 41degrees42 minutes 31 seconds West, 100.00 feet to a 5/8 inch steel rod found for corner; · THENCE North 37 degrees 25 minutes 18 seconds West, 97.02 feet to a 5/8 inch steel rod found for corner' THENCE North 44 degrees 09 minutes 00 seconds West, 213.79 feet to a cotton spindle found for corner on the Southeast line of Greens Prairie Road West; THENCE North 43 degrees 08 minutes 28 seconds East, 1233.00 feet along Greens Prairie Road West to a 3/8 inch steel road (bent) found for corner; THENCE South 49 degrees 13 minutes 20 seconds East, 411.68 feet to a 3/8 inch steel rod found at the South corner of Lot 8, Wellborn Oaks recorded in Volume 345, Page 635 of the Deed Records of Brazos County, Texas; THENCE South 49 degrees 02 minutes 18 seconds East, 392.33 feet to a 3/8 inch steel rod found at the South corner of Lot 9, Wellborn Oaks; THENCE South 48 degrees 48 minutes 30 seconds East, 983.70 feet to a 3/8 inch steel rod found at the South corner of Lot 11, Wellborn Oaks; THENCE South 48 degrees 30 minutes 49 seconds East, 488.99 feet to a 3/8 inch steel rod found at the South corner of Lot 12, Wellborn Oaks; THENCE South 48 degrees 09 minutes 51 seconds East, 388.37 feet to a 1/2 inch steel rod set on the West line of Greens Prairie Trail (100' R.O.W.); THENCE Southwesterly, 820.18 feet along a nontangent curve to the left in Greens Prairie Trail having a radius of 1010.00 feet and a central angle of 46 degrees 31 minutes 40 seconds (Chord bears South 18 degrees 32 minutes 29 seconds West, 797.83 feet) to a 5/8 inch steel rod found at the point of tangency; "' I TEHNCE South 04 degrees 43 minutes 21 seconds East, 1452.01 feet to a 5/8 inch steel rod found at a point of curve; THENCE Southwesterly, 743.74 feet along a curve to the right of Greens Prairie Trail having a radius of 904.93 feet and a central angle of 47 degrees 05 minutes 23 seconds (Chord bears South 18 degrees 49 minutes 20 seconds West, 722.98 feet) to a 5/8 inch steel rod found at the point of tangency; THENCE South 42 degrees 22 minutes 02 seconds West, 194.62 feet to a 518 inch steel rod found at a point of curve; THENCE Southwesterly, 52.55 feet along a curve to the right having a radius o~ 35.00 feet and a central angle of 86 degrees 01 minutes 33 seconds (Chord bears South 85 degrees 22 minutes 48 seconds West, 47.75 feet) to a 5/8 inch steel rod found for corner; THENCE South 44 degrees 52 minutes 55 seconds West, 24.00 feet to a point near the center of Royder Road (gravel); THENCE generally with the center of Royder Road as follows: North 45 degrees 56 minutes 20 seconds West, 94.15 feet to point; North 41degrees08 minutes 28 seconds West, 181.52 feet t.o a point; North 38 degrees 13 minutes 13 seconds West, 287.27 feet to a point; North 40 degrees 13 minutes 39 seconds West, 121.73 feet to a point; North 47 degrees 29 minutes 30 seconds West, 112.50 feet to a point; North 47 degrees 33 minutes 46 seconds West, 1775.11 feet to the Point of Beginning, containing 171.851 acres of land. NOTE: The Company is prohibited from insuring the area or quantity of the land described herein. Any statement in the above legal description of the area or quantity of land is not a representation that such area or quantity is correct, but is made only for informational and/or identification purposes. And that our records reflect that the following is a true and correct list of documents affecting title to the real property described supra between the dates of September 8, 2013 and January 20, 2014: Deed of Trust to secure a Note: Grantor: Creek Meadows Partners, L.P. Trustee: Timothy C. Jones Beneficiary: First Victoria National Bank Amount: $227,000.00 Dated: September 25, 2013 Recorded: Volume 11637, Page 207, Official Records, Brazos County, Texas. Extension: Dated: July 15, 2013 Recorded: Volume 11643, Page 45, Official Records, Brazos County, Texas. (Modification, Rearrangement and/or Extension Agreement of Deed of Trust recorded in Volume 8398, Pa~e 70, Official Records, Brazos County, Texas) Extension: Dated: July 15, 2013 Recorded: Volume 11645, Page 1, Official Records, Brazos County, Texas. (Modification, Rearrangement and/or Extension Agreement of Deed of Trust recorded in Volume 7068, Page 227, Official Records, Brazos County, Texas) This certificate is issued with the express understanding, evidenced by the acceptance of same that the undersigned does not undertake to give or express any opinion as to the validity of the title to the property above, but is simply reporting briefly herein as to the instruments listed above found ofrecord pertaining to said property, and it is expressly understood and agreed that this Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it is understood that the liability of the issuer hereof is expressly limited to the actual monetary consideration paid for same. We have not made any examination as to property taxes, tax suits, special assessments or conflicts. University Title Company By: ___ .~=----~~-_-·_e___/_-_~_;_-_-_··-_··_····-·~~~ To: RME Consulting Engineers 3800 SH No. 6, Suite 1080 College Station, TX 77845 Please Remit To: University Title Company l 021 University Drive East College Station, TX 77840 979.260.9818 INVOICE From: Invoice #: 1005 Invoice Date: 9/17/2013 File Number: 134157 University Title Company 1021 University Drive East College Station, TX 77840 979.260.9818 . Subtotal Tax@8.25 °lo Non Taxable Amt. Grand Total Thank you! $103.00 $8.50 $0.00 $111 .50 GFNo.: 134157 Examiner: Angela Bankston Effective Date: September 8, 2013 STATE OF TEXAS COUNTY OF BRAZOS NOTBINGFURTBERCERTIF1CATE THIS IS TO CERTIFY: That we have examined the records of the County Clerk of Brazos County, Texas as they are reflected in the geographically indexed title plant of University Title Company as to the following property, to-wit: Being all that tract ofland in Brazos County, Texas, out of the Samuel Davidson League, A-13 Survey and a part of the Jesse Bledsoe Survey, A-71, consisting of the following tracts recorded in the Deed Records of Brazos County, Texas: Part of that called First Tract of 200 acres described in a Deed to B. F. Vance recorded in Volume 142, Page 273, all of that called Second Tract of50.6 acres described in said Volume 142, Page 273, all of that called 2.6 acres described in Volume 177, Page 309, all of that called 6 acres described in Volume 152, Page 234, that 1 acre described in Volume 210, Page 148, that 1.25 acres described in Volume 187, Page 522, that 1 acre described in Volume 282, Page 601, part of that 1 acre described in Volume 509, Page 786, that 2.7 acres described in Volume 262, Page 107, all of that tract described in Volume 163, Page 69, part of that 102.0 acres described in a Deed to Betty V. Goss, B. F. Vance, Jr. and William R . Vance, Trustees of the VRV Trust recorded in Volume 1020, Page 325 of the Deed Records of Brazos County, Texas, and being further described as follows: BEGINNING at a 5/8" steel rod found in Royder Road, being the West corner of said 200 acres; THENCE North 42 degrees 26 minutes 14 seconds East, 420.00 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 18 seconds West, 555.34 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 30 minutes 52 seconds East, 629.86 feet to a rock found for corner; THENCE North 47 degrees 33 minutes 26 seconds West, 630.51 feet to a 5/8 inch steel rod found for corner; THENCE South 42 degrees 26 minutes 14 seconds West, 117.33 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 46 seconds West, 209.00 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 26 minutes 14 seconds East, 22.17 feet to a 5/8 inch steel rod found for corner; THENCE South 49 degrees 10 minutes 54 seconds East, 51.62 feet to a 5/8 inch steel rod found for corner; THENCE North 40 degrees 58 minutes 56 seconds East, 262.73 feet to a 1/2 inch steel rod (bent) found for corner; THENCE North 41degrees42 minutes 31 seconds West, 100.00 feet to a 5/8 inch steel rod found for corner; THENCE North 37 degrees 25 minutes 18 seconds West, 97.02 feet to a 5/8 inch steel rod found for corner' THENCE North 44 degrees 09 minutes 00 seconds West, 213.79 feet to a cotton spindle found for corner on the Southeast line of Greens Prairie Road West; THENCE North 43 degrees 08 minutes 28 seconds East, 1233.00 feet along Greens Prairie Road West to a 3/8 inch steel road (bent) found for corner; THENCE South 49 degrees 13 minutes 20 seconds East, 411.68 feet to a 3/8 inch steel rod found at the South corner of Lot 8, Wellborn Oaks recorded in Volume 345, Page 635 of the Deed Records of Brazos County, Texas; THENCE South 49 degrees 02 minutes 18 seconds East, 392.33 feet to a 3/8 inch steel rod found at the South corner of Lot 9, Wellborn Oaks; THENCE South 48 degrees 48 minutes 30 seconds East, 983. 70 feet to a 3/8 inch steel rod found at the South corner of Lot 11, Wellborn Oaks; THENCE South 48 degrees 30 minutes 49 seconds East, 488.99 feet to a 3/8 inch steel rod found at the South corner of Lot 12, Wellborn Oaks; THENCE South 48 degrees 09 minutes St seconds East, 388.37 feet to a 1/2 inch steel rod set on the West line of Greens Prairie Trail (100' R.O.W.); THENCE Southwesterly, 820.18 feet along a nontangent curve to the left in Greens Prairie Trail having a radius of 1010.00 feet and a central angle of 46 degrees 31 minutes 40 seconds (Chord bears South 18 degrees 32 minutes 29 seconds West, 797.83 feet) to a 5/8 inch steel rod found at the point of tangency; TEHNCE South 04 degrees 43 minutes 21 seconds East, 1452.01 feet to a 5/8 inch steel rod found at a point of curve; THENCE Southwesterly, 743. 74 feet along a curve to the right of Greens Prairie Trail having a radius of904.93 feet and a central angle of 47 degrees OS minutes 23 seconds (Chord bears South 18 degrees 49 minutes 20 seconds West, 722.98 feet) to a 5/8 inch steel rod found at the point of tangency; THENCE South 42 degrees 22 minutes 02 seconds West, 194.62 feet to a 5/8 inch steel rod found at a point of curve; THEN CE Southwesterly, 52.55 feet along a curve to the right having a radius of 35.00 feet and a central angle of 86 degrees 01 minutes 33 seconds (Chord bears South 85 degrees 22 minutes 48 seconds West, 47.75 feet) to a 5/8 inch steel rod found for corner; THENCE South 44 degrees 52 minutes 55 seconds West, 24.00 feet to a point near the center of Royder Road (gravel); THENCE generally with the center of Royder Road as follows: North 45 degrees 56 minutes 20 seconds West, 94.15 feet to point; North 41degrees08 minutes 28 seconds West, 181.52 feet to a point; North 38 degrees 13 minutes 13 seconds West, 287.27 feet to a point; North 40 degrees 13 minutes 39 seconds West, 121.73 feet to a point; North 47 degrees 29 minutes 30 seconds West, 112.50 feet to a point; North 47 degrees 33 minutes 46 seconds West, 1775.11 feet to the Point of Beginning, containing 171.851 acres of land. NOTE: The Company is prohibited from insuring the area or quantity of the land described herein. Any statement in the above legal description of the area or quantity of land is not a representation that such area or quantity is correct, but is made only for informational and/or identification purposes. And that our records reflect that the following is a true and correct list of documents affecting title to the real property descnoed supra between the dates of August 2, 2012 and September 8, 2013: Extension: Dated: October 15, 2012 Recorded: Volume 11121, Page 204, Official Records, Brazos County, Texas. (Modifies and Extends Deed of Trust recorded in Volume 7796, Page 110, Official Records, Brazos County, Texas.) This certificate is issued with the express understanding, evidenced by the acceptance of same that the undersigned does not undertake to give or express any opinion as to the validity of the title to the property above, but is simply reporting briefly herein as to the instruments listed above found of record pertaining to said property, and it is expressly understood and agreed that this Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it is understood that the liability of the issuer hereof is expressly limited to the actual monetary consideration paid for same. We have not made any examination as to property taxes, tax suits, special assessments or conflicts. University Title Company By: -._ ..... _~= .. =-·-=__..=----,,,.:-_: ... "_.:.._-;_/_;;__>_;? _____ _ GF Number. 00090644 Effective Date: August 2, 2012 STATE OF TEXAS COUNTY OF BRAZOS NOTHING FURTHER CERTIFICATE THIS IS TO CERTIFY: That we have examined the records of the County Clerk of Brazos County, Texas as they are reflected in the geographically indexed title·plant of University Title Company as to the following property, to- wit: Being all that tract of land In Brazos County, Texas, out of the Samuel Davidson League, A-13 Survey and a part of the Jesse Bledsoe Survey, A-71, consisting of the following tracts recorded In the Deed Records of Brazos County, Texas: Part of that called First Tract of 200 acres described In a Deed to B. F. Vance recorded in Volume 142, Page 273, all of that called Second Tract of 50.6 acres described In said Volume 142, Page 273, all of that called 2.6 acres described In Volume 177, Page 309, all of that called 6 acres described In Volume 152, Page 234, that 1 acre described in Volume 210, Page 148, that 1.25 acres described in Volume 187, Page 522, that 1 acre described In Volume 282, Page 601, part of that 1 acre described in Volume 509, Page 786, that 2.7 acres described in Volume 262, Page 107, all of that tract described in Volume 163, Page 69, part of that 102.0 acres described in a Deed to Betty V. Goss, B. F. Vance, Jr. and William R. Vance, Trustees of the VRV Trust recorded In Volume 1020, Page 325 of the Deed Records of Brazos County, Texas, and being further described as follows: BEGINNING at a 5/8" steel rod found in Royder Road, being the West corner of said 200 acres; THENCE North 42 degrees 26 minutes 14 seconds East, 420.00 feet to a 5/8 lncb steel rod found for corner; THENCE North 47 degrees 33 minutes 18 seconds West, 555.34 feet to a 5/8 Inch steel rod found for corner; THENCE North 42 degrees 30 minutes 52 seconds East, 629.86 feet to a rock found for corner; THENCE North 47 degrees 33 minutes 26 seconds West, 630.51 feet to a 5/8 inch steel rod found for corner; THENCE South 42 degrees 26 minutes 14 seconds West, 117.33 feet to a 5/8 Inch steel rod found for corner; THENCE North 47 degrees 33 minutes 46 seconds West, 209.00 feet to a 5/8 Inch steel rod found for corner; THENCE North 42 degrees 26 minutes 14 seconds East, 22.17 feet to a 518 inch steel rod found for corner; THENCE South 49 degrees 10 minutes 54 seconds East, 51.62 feet to a 5/8 Inch steel rod found for corner; THENCE North 40 degrees 58 minutes 56 seconds East, 262. 73 feet to a 1/2 inch 1teel rod (bent) found for corner; THENCE North 41 degrees 42 minutes 31 seconds West, 100.00 feet to a 5/8 inch steel rod found for corner; THENCE North 37 degrees 25 minutes 18 seconds West, 97.02 feet to a 5/8 inch steel rod found for corner' THENCE North 44 degrees 09 minutes 00 seconds West, 213.79 feet to a cotton spindle found for corner on the Southeast Une of Greens Prairie Road West; THENCE North 43 degrees 08 minutes 28 seconds East, 1233.00 feet along Greens Prairie Road West to a 3/8 inch steel road (bent) found for corner; THENCE South 49 degrees 13 minutes 20 seconds East, 411.68 feet to a 3/8 Inch steel rod found at the South corner of Lot 8, Wellborn Oaks recorded in Volume 345, Page 635 of the Deed Records of Brazos County, Texas; THENCE South 49 degrees 02 minutes 18 seconds East, 392.33 feet to a 3/8 Inch steel rod found at the South corner of Lot 9, Wellborn Oaks; THENCE South 48 degrees 48 minutes 30 seconds East, 983. 70 feet to a 3/8 Inch steel rod found at the South comer of Lot 11, Wellborn Oaks; THENCE South 48 degrees 30 minutes 49 seconds East, 488.99 feet to a 3/8 inch steel rod found at the South corner of Lot 12, Wellborn Oaks; THENCE South 48 degrees 09 minutes St seconds East, 388.37 feet to a 1/2 inch steel rod set on the West line of Greens Prairie Trail (100' R.O.W.); THENCE Southwesterly, 820.18 feet along a nontangent curve to the left in Greens Prairie Trall having a radius of 1010.00 feet and a central angle of 46 degrees 31 minutes 40 seconds (Chord bears South 18 degrees 32 minutes 29 seconds West, 797.83 feet) to a 5/8 Inch steel rod found at the point of tangency; TEHNCE South 04 degrees 43 minutes 21 seconds East, 1452.01 feet to a 5/8 inch steel rod found at a point of curve; THENCE Southwesterly, 743.74 feet along a curve to the right of Greens Prairie Trail having a radius of 904.93 feet aud a central angle of 47 degrees 05 minutes 23 seconds (Chord bears South 18 degrees 49 minutes 20 seconds West, 722.98 feet) to a 518 inch steel rod found at the point of tangency; THENCE South 42 degrees 22 minutes 02 seconds West, 194.62 feet to a 5/8 inch steel rod found at a point of curve; THENCE Southwesterly, 52.55 feet along a curve to the right having a radius of 35.00 feet and 11 central angle of 86 degrees 01 minutes 33 seconds (Chord bears South 85 degrees 22 minutes 48 seconds West, 47.75 feet) to a 5/8 inch steel rod found for corner; THENCE South 44 degrees 52 minutes 55 seconds West, 24.00 feet to a point near the center of Royder Road (gravel); THENCE generally with the center of Royder Road as follows: North 45 degrees 56 minutes 20 seconds West, 94.lS feet to point; North 41 degrees 08 minutes 28 seconds West, 181.52 feet to a point; North 38 degrees 13 minutes 13 seconds West, 287.27 feet to a point; North 40 degrees 13 minutes 39 seconds West, 121.73 feet to a point; North 47 degrees 29 minutes 30 seconds West, 112.SO feet to a point; North 47 degrees 33 minutes 46 seconds West, 1775.11 feet to the Point of Beginning, containing 171.851 acres of land. NOTE: The Company is prohibited from insnrlng the area or quantity of the land described herein. Any statement In the above legal description of the area or quantity of land ls not a representation that such area or quantity Is correct, but is made only for informational and/or Identification purposes. and that our records reflect that the following is a true and correct list of documents affecting title to the real property described supra between the dates of November 20, 2011 and August 2, 2012: Easement: From: Creek Meadows Partners, LP To: City of College Station Dated: October 26, 2011 Recorded: Volume 10420, Page 253, Official Records, Brazos County, Texas. Extension: Dated: March 30, 2012 Recorded: Volume 10731, Page 164, Official Records, Brazos County, Texas. (Modifies and Extends Deed of Trust in Volume 8398, Page 70, Official Records, Brazos County, Texas) Plat: From: Creek Meadows Partners, LP To: The Public Dated: June 7, 2012 Recorded: Volume 10785, Page 162, Official Records, Brazos County, Texas. (Affects a portion of the property shown above) This certificate is issued with the express understanding, evidenced by the acceptance of same that the undersigned does not undertake to give or express any opinion as to the validity of the title to the property above, but is simply reporting briefly herein as to the instruments listed above found of record pertaining to said property, and it is expressly understood and agreed that this Certificate is neiUter a guaranty nor warranty of Ute title. By acceptance of this Certificate it is understood that the liability of the issuer hereof is expressly limited to the actual monetary consideration paid for same. We have not made any examination as to property truces, true suits, special assessments or conflicts. GF Number: 00090644 Effective Date: November 20, 2011 Examiner: ARB STA TE OF TEXAS COUNTY OF BRAZOS NOTIDNG FURTHER CERTIFICATE THIS IS TO CERTlFY: That we have examined the records of the County Cleric of Brazos County, Texas as they are reflected in the geographically indexed title plant of University Title Company as to the following property, to- wit: Being all that tract of land in Draws County, Texas, out of the Samuel Davidson League, A-13 Survey and a part of the Jesse Bledsoe Survey, A-71, consisting of the following tracts recorded in the Deed Records of Brazos County, Texas: Part of that called First Tract of 200 acres described in a Deed to B. F. Vance recorded in Volume 142, Page 273, all of that called Second Tract of 50.6 acres described in said Volume 142, Page 273, all of that called 2.6 acres described In Volume 177, Page 309, all of that called 6 acres described in Volume 152, Page 234, that l acre described in Volume 210, Page 148, that 1.25 acres described in Volume 187, Page 522, that 1 acre described in Volume 282, Page 601, part of that 1 acre described in Volume 509, Page 786, that 2.7 acres described in Volume 262, Page 107, all of that tract described in Volume 163, Page 69, part of that 102.0 acres described in a Deed to Betty V. Goss, B. F. Vance, Jr. and William R. Vance, Trustees of the VRV Trust recorded in Volume 1020, Page 325 of the Deed Records of Brazos County, Texas, and being further described as follows: 'BEGINNING at a 5/8" steel rod found in Royder Road, being the West corner of said 200 acres; THENCE North 42 degrees 26 minutes 14 seconds East, 420.00 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 18 seconds West, 555.34 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 30 minutes 52 seconds East, 629.86 feet to a rock found for corner; THENCE North 47 degrees 33 minutes 26 seconds West, 630.51 feet to a 5/8 inch steel rod found for corner; THENCE South 42 degrees 26 minutes 14 seconds West, 117.33 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 46 seconds West, 209.00 feet to a 5/8 Inch steel rod found for corner; THENCE North 42 degrees 26 minutes 14 seconds East, 22.17 feet to a 5/8 inch steel rod found for corner; THENCE South 49 degrees 10 minutes 54 seconds East, 51.62 feet to a 5/8 inch steel rod found for corner; THENCE North 40 degrees 58 minutes 56 seconds East, 262.73 feet to a 112 inch steel rod (bent) found for corner; THENCE North 41 degrees 42 minutes 31 seconds West, 100.00 feet to a 5/8 inch steel rod found for corner; THENCE North 37 degrees 25 minutes 18 seconds West, 97.02 feet to a 5/8 inch steel rod found for corner' THENCE North 44 degrees 09 minutes 00 seconds West, 213.79 feet to a cotton spindle found for corner on the Southeast line of Greens Prairie Road West; THENCE North 43 degrees 08 minutes 28 seconds East, 1233.00 feet along Greens Prairie Road West to a 3/8 inch steel road (bent) found for corner; THENCE South 49 degrees 13 minutes 20 seconds East, 411.68 feet to a 3/8 inch steel rod found at the South corner of Lot 8, Wellborn Oaks recorded in Volume 345, Page 635 of the Deed Records of Brazos County, Texas; THENCE South 49 degrees 02 minutes 18 seconds East, 392.33 feet to a 3/8 inch steel rod found at the South corner of Lot 9, Wellborn Oaks; THENCE South 48 degrees 48 minutes 30 seconds East, 983.70 feet to a 3/8 inch steel rod found at the South corner of Lot 11, Wellborn Oaks; THENCE South 48 degrees 30 minutes 49 seconds East, 488.99 feet to a 3/8 inch steel rod found at the South corner of Lot 12, Wellborn Oaks; THENCE South 48 degrees 09 minutes Sl seconds East, 388.37 feet to a 112 inch steel rod set on the West line of Greens Prairie Trail (100' R.O.W.); THENCE Southwesterly, 820.18 feet along a nontangent curve to the left in Greens Prairie Trail having a radius of 1010.00 feet and a central angle of 46 degrees 31 minutes 40 seconds (Chord bears South 18 degrees 32 minutes 29 seconds West, 797.83 feet) to a S/8 Inch steel rod found at the point of tangency; TEHNCE South 04 degrees 43 minutes 21 seconds East, 14S2.0I feet to a S/8 inch steel rod found at a point of curve; THENCE Southwesterly, 743.74 feet along a curve to the right of Greens Prairie Trail having a radius of 904.93 feet and a central angle of 47 degrees OS minutes 23 seconds (Chord bears South 18 degrees 49 minutes 20 seconds West, 722.98 feet) to a 5/8 inch steel rod found at the point of tangency; THENCE South 42 degrees 22 minutes 02 seconds West, 194.62 feet to a S/8 inch steel rod found at a point of curve; THENCE Southwesterly, S2.55 feet along a curve to the right having a radins of 3S.OO feet and a central angle of 86 degrees 01 minutes 33 seconds (Chord bears South SS degrees 22 minutes 48 seconds West, 47.7S feet) to a S/8 inch steel rod found for corner; THENCE South 44 degrees S2 minutes SS seconds West, 24.00 feet to a point near the center of Royder Road (gravel); THENCE generally with the center of Royder Road as follows: North 4S degrees 56 minutes 20 seconds West, 94.IS feet to point; North 41degrees08 minutes 28 seconds West, 181.S2 feet to a point; North 38 degrees 13 minutes 13 seconds West, 287.27 feet to a point; North 40 degrees 13 minutes 39 seconds West, l 21. 73 feet to a point; North 47 degrees 29 minutes 30 seconds West, J l2.SO feet to a point; North 47 degrees 33 minutes 46 seconds West, 177S.1 I feet to the Point of Beginning, containing 171.851 acres of land. NOTE: The Company is prohibited from insuring the area or quantity of the land described herein. Any statement in the above legal description of the area or quantity of land is not a representation that such area or quantity is correct, but is made only for informational and/or identification purposes. and that our records reflect that the following is a true and correct list of documents affecting title to the real property described supra between the dates of July 28, 2011 and November 20, 2011: Extension: Dated: July IS, 2011 Recorded: Volume 10330, Page 88, Official Records, Brazos County, Texas. (Modifies and Extends Deed of Trust recorded in Volume 8398, Page 70, Official Records, Brazos County, Texas.) This certificate is issued with the express under.;tanding, evidenced by the acceptance of same that the under.;igned does not undertake to give or express any opinion as to the validity of the title to the property above, but is simply reporting briefly herein as to the instruments listed above found ofrecord pertaining to said property, and it is expressly understood and agreed that this Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it is understood that the liability of the issuer hereof is expressly limited to the actual monetary consideration paid for same. We have not made any examination as to property taxes, tax suits, special assessments or conflicts. University Title Company B~~~/ (rdl) University Title Company Bill To: Oldham Goodwin Jeremy Buver: Creek Meadows Partners Seller: Propertv Address: Greens Prairie Rd 1021 University Drive East ColleQe Station,Tx 77840 Ph: (979) 260-9818 Fax: (979) 268-3080 ColleQe Station. TX 77845 Description Updated Nothing Further Certificate Tax INVOICE 00008806 Date: 08-08-2011 Our Number: 00090644 Your Number: lbj I Amount I $109.00 $8.99 Total Invoice Amount $117.99 University Title Company Bill To: Creek Meadows Partners, LP Buver: Creek Meadows Partners Seller: Property Address: Greens Prairie Rd Colleqe Station, TX 77845 1021 Universitv Drive East Colleqe Station,Tx 77840 Ph: (979) 260-9818 Fax: (979) 268-3080 Description Nothing Further Certificate Tax INVOICE 00007704 Date: 05-07-2010 Our Number: 00090644 Your Number: I Amount I $109.00 $8.99 Total Invoice Amount $117.99 GF Number: 00090644 Effective Date: July 28, 2011 STA TE OF TEXAS COUNTY OF BRAZOS NOTHING FURTHER CERTIFICATE THIS IS TO CERTIFY: That we have examined the records of the County Clerk of Brazos County, Texas as they are reflected in the geographically indexed title plant ofUnivemty Title Company as to the following property, to- wit Being all that tract of land In Brazos County, Texas, out of the Samuel Davidson League, A-13 Survey and a part of the Jesse Bledsoe Survey, A-71, consisting of the following tracts recorded In the Deed Records of Brazos County, Texas: Part of that called First Tract of 200 acres described In a Deed to B. F. Vance recorded in Volume 142, Page 273, all of that called Second Tract of 50.6 acres d~ribed In said Volume 142, Page 273, all of that called 2.6 acres described in Volume 177, Page 309, all of that called 6 acres described In Volume 152, Page 234, that 1 acre described in Volume 210, Page 148, that 1.25 acres described in Volume 187, Page 522, that 1 acre described in Volume 282, Page 601, part of that 1 acre described in Volume 509, Page 786, that 2.7 acres described in Volume 262, Page 107, all of that tract described in Volume 163, Page 69, part of that 102.0 acres described in a Deed to Betty V. Goss, B. F. Vance., Jr. and William R. Vance, Trustees of the VRV 'J)'ust recorded In Volume 1020, Page 325 of the Deed Records of Brazos County, Texas, and being further described as follows: BEGINNING at a S/8" steel rod found In R.oyder Road, being the West corner of said 200 acres; THENCE North 42 degrees 26 minutes 14 seconds East, 420.00 feet to a 518 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 18 seconds West, 555.34 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 30 minutes 52 seconds East, 629.86 feet to a rock found for corner; THENCE North 47 degrees 33 minutes 26 seconds West, 630.Sl feet to a S/8 inch steel rod found for corner; THENCE South 42 degrees 26 minutes 14 seconds West, 117.33 feet to a 5/8 Inch steel rod found for corner; THENCE North 47 degrees 33 minutes 46 seconds West, 209.00 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 26 minutes 14 seconds East, 22.17 feet to a 5/8 Inch steel rod found for corner; THENCE South 49 degrees 10 minutes S4 seconds East, 51.62 feet to a 5/8 Inch steel rod found for corner; THENCE North 40 degrees S8 minutes S6 seconds East, 262. 73 feet to a 112 inch steel rod (bent) found for corner; THENCE North 41 degrees 42 minutes 31 seconds West, 100.00 feet to a S/8 Inch steel rod found for corner; THENCE North 37 degrees 25 minutes 18 seconds West, 97.02 feet to a 518 Inch steel rod found for corner' THENCE North 44 degrees 09 minutes 00 seconds West, 213.79 feet to a cotton spindle found for corner on the Southeast line of Greens Prairie Road West; THENCE North 43 degrees 08 minutes 28 seconds East, 1233.00 feet along Greens Prairie Road West to a 3/8 Inch steel road (bent) found for corner; THENCE South 49 degrees 13 minutes 20 seconds East, 411.68 feet to a 3/8 inch steel rod found at the South corner of Lot 8, Wellborn Oaks recorded In Volume 345, Page 635 of the Deed Records of Brazos County, Texas; THENCE South 49 degrees 02 minutes 18 seconds East, 392.33 feet to a 3/8 Inch steel rod found at the South corner of Lot 9, Wellborn Oaks; THENCE South 48 degrees 48 minutes 30 seconds East, 983. 70 feet to a 3/8 inch steel rod found at the South corner of Lot 11, Wellborn Oaks; THENCE South 48 degrees 30 minutes 49 seconds East, 488.99 feet to a 3/8 inch steel rod found at the South corner of Lot 12, Wellborn Oaks; THENCE South 48 degrees 09 minutes 51 seconds East, 388.37 feet to a 1/2 inch steel rod set on the West line of Greens Prairie Trail (100' R.O.W.); THENCE Southwesterly, 820.18 feet along a nontangent curve to the left In Greens Prairie Trail having a radius of 1010.00 feet and a central angle of 46 degrees 31 minutes 40 seconds (Chord bears South 18 degrees 32 minutes 29 seconds West, 797.83 feet) to a 5/8 inch steel rod found at the point of tangency; TEHNCE South 04 degrees 43 minutes 21 seconds East, 1452.01 feet to a 5/8 Inch steel rod found at a point of curve; THENCE Southwesterly, 743.74 feet along a curve to the right of Greens Prairie Trail having a radius of 904.93 feet and a central angle of 47 degrees OS minutes 23 seconds (Chord bears South 18 degrees 49 minutes 20 seconds West, 722.98 feet) to a 518 Inch steel rod found at the point of tangency; THENCE South 42 degrees 22 minutes 02 seconds West, 194.62 feet to a S/~ inch steel rod found at a point of curve; THENCE Southwesterly, S2.5S feet along a curve to the right having a radius of 3S.OO feet and a central angle of 86 degrees O~ minutes 33 seconds (Chord bears South 8S degrees 22 minutes 48 seconds West, 47.7S feet) to a S/8 inch steel rod found for corner; THENCE South 44 degrees 52 minutes SS seconds West, 24.00 feet to a point near the center of Royder Road (gravel); THENCE generally with the center of Royder Road as follows: North 45 degrees S6 minutes 20 seconds West, 94.15 feet to point; North 41 degrees 08 minutes 28 seconds West, 181.S2 feet to a point; North 38 degrees 13 minutes 13 seconds West, 287.27 feet to a point; North 40 degrees 13 minutes 39 seconds West, 121. 73 feet to a point; North 47 degrees 29 minutes 30 seconds West, 112.SO feet to a point; North 47 degrees 33 minutes 46 seconds West, 177S.l 1 feet to the Point of Beginning, containing 171.8Sl acres of land. NOTE: The Company Is prohibited from insuring the area or quantity of the land described herein. Any statement in the above legal description of the area or quantity of land is not a representation that such area or quantity Is correct, but is made only for informational and/or identification purposes and does not override Item 2 of Schedule B hereof. and that our records reflect that the following is a true and correct list of documents affecting title to the real property described supra between the dates of April 3, 2011 and July 28, 2011: Easement: From: To: Dated: Recorded: Extension: Dated: Recorded: Extension: Dated: Recorded: Creek Meadows Partners, L.P. City of College Station April 2S, 2011 Volume J012S, Page 102, Official Records, Brazos County, Texas. January lS, 2011 Volume 10190, Page 20S, Official Records, Brazos County, Texas. (Modifies and Extends Deed of Trust in Volume 7796, Page 110, Official Records of Brazos County, Texas) April 27, 2011 Volume 10190, Page 213, Official Records, Brazos County, Texas. {Modifies and Extends Deed of Trust in Volume 9377, Page 14, Official Records of Brazos County, Texas) This certificate is issued with the express understanding, evidenced by the acceptance of same that the undersigned does not undertake to give or express any opinion as to the validity of the title to the property above, but is simply reporting briefly herein as to the instruments listed above found of record pertaining to said property, and it is expressly understood and agreed that this Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it is understood that the liability of the issuer hereof is expressly limited to the actual monetary consideration paid for same. We have not made any examination as to property truces, ta>c suits, special assessments or conflicts. University Title Company ~ ·, ( ) GP Number: 00090644 Effective Date: April 3, 1011 Examiner: LBJ STATE OF TEXAS COUNTY OF BRAZOS NOTHING FURTHER CERTIFICATE TIIlS IS TO CERTIFY: That we have examined the records of the County Clerk ofBrazos County, Texas as they arc reflected in the geographically iodexed title plant of University Title Company as to the following property, te wit: Being all that tract of land lo Brazos County, Texas, out of the Samuel Davidson League, A-13 Survey and a part of the Jesse Bledsoe Survey, A-71, consisting of the following tracts recorded in the Deed Records of Brazos County, Tens: Part of that called Fint Tract of200 acres described In a Deed to B. F. Vance recorded in Volume 142, Page 173, all of that called Second Tract of 50.6 acres described in said Volume 141, Pace 173, all of that called l.6 acres described in Volume 177, Pa1e 309, all of that called 6 acres described In Volume 152, Pa1e l34, that 1 acre described lo Volume 210, Page 148, that 1.25 acres described In Volume 187, Page 521, that 1 acre described In Volume 282, Page 601, part of that 1 acre described In Volume 509, Page 786, that 2.7 acres described lo Volume 162, Page 107, all of that tract described In Volume 163, Page 69, part of that 101.0 acres described In a Deed to Betty V. Goss, B. F. Vance, Jr. and William R. Vance, Trustees of the VRV Trost recorded In Volume 1020, Page 325 oftbe Deed Records of Brazos County, Texas, and bein& further described as follows: BEGINNING at a 518" steel rod found In Royder Road, being the West corner of said 200 acres; THENCE North 42 degrees 26 minutes 14 seconds East, 420.00 feet to a 5/8 loch steel rod found for corner; THENCE North 47 degrees 33 minutes 18 seconds West, 555.34 feet to a 5/8 Inch steel rod found for corner; THENCE North 42 degrees 30 minutes 52 seconds East, 629.86 feet to a rock found for corner; THENCE North 47 dqrees 33 minutes 26 seconds West, 630.51 feet to a 5/8 loch steel rod found for corner; THENCE South 41 degrees 26 minutes 14 seconds West, 117.33 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 46 seconds West, 209.00 feet to a 5/8 loch steel rod found for corner; THENCE North 42 degrees 26minutes14 seconds East, 22.17 feet to a 518 inch steel rod found for corner; THENCE South 49 degrees 10 minutes 54 seconds East, 51.62 feet to a 518 Inch steel rod found for corner; THENCE North 40 degrees 58 minutes 56 seconds East, 262. 73 feet to a 112 Inch steel rod (bent) fouitd for corner; THENCE North 41 degrees 42 minutes 31 seconds West, 100.00 feet to a 5/8 Inch steel rod found for corner; THENCE North 37 degrees 25 minutes 18 seconds West, 97.02 feet to a 518 Inch steel rod found for corner' THENCE North 44 degrees 09 minutes 00 seconds West, 213.79 feet to a cotton spindle found for corner on the Southeast line of Greens Prairie Road West; THENCE North 43 degrees 08 minutes 28 seconds East, 1233.00 feet along Greens Prairie Road West to a 3/8 Inch steel road (bent) found for comer; THENCE South 49 degrees 13 minutes 20 seconds East, 411.68 feet to a 3/8 inch steel rod found at the South corner of Lot 8, Wellborn Oaks recorded In Volume 345, Page 635 or the Deed Records of Brazos County, Texas; THENCE South 49 degrees Ol minutes 18 seconds East, 391.33 feet to a 3/8 Inch steel rod found at the South comer of Lot 9, Wellborn Oaks; THENCE South 48 degrees 48 minutes 30 seconds East, 983.70 feet to a 3/8 inch steel rod found at the South comer of Lot 11, Wellborn Oaks; THENCE South 48 degrees 30 minutes 49 seconds East, 488.99 feet to a 3/8 inch steel rod found at the South corner of Lot 11, Wellborn Oaks; THENCE South 48 degrees 09 minutes Sl seconds East, 388.37 feet to a 1/2 inch steel rod set on the West line of Greens Prairie Trail (100' R.O.W.); THENCE Southwesterly, 820.18 feet along a nontan11ent curve to the left la Greens Prairie Trail havin11 a radius of 1010.00 feet and a central an11le of 46 degrees 31 minutes 40 seconds (Chord bean South 18 degrees 32 minutes 29 seconds West, 797.83 feet) to a S/8 Inch steel rod found at the point of tangency; TEHNCE South 04 degrees 43 minutes 21 seconds East, 1452.01 feet to a 5/8 Inch steel rod found at a point of curve; THENCE Southwesterly, 743.74 feet along a curve to the right of Greens Prairie Trail having a radius of 904.93 feet and a central angle or 47 degrees 05 minutes 23 seconds (Chord bean South 18 degrees 49 minutes 20 seconds West, 722.98 feet) to a 518 inch steel rod found at the point of tangency; THENCE South 42 degrees 22 minutes 02 seconds West, 194.62 feet to a 518 inch steel rod found at a point of curve; THENCE Southwesterly, 52.SS feet along a curve to the rlllht having a radius of 3S.OO feet and a central angle of 86 degrees 01 minutes 33 seconds (Claord bean South 85 degrees 22 minutes 48 seconds West, 47.7S feet) to a S/8 inch steel rod found for corner; THENCE South 44 degrees 52 minutes SS seconds West, 24.00 feet to a point near the center of Royder Road (gravel); THENCE generally with the center ofRoyder Road as follows: North .CS degrees S6 minutes 20 seconds West, 94.lS feet to point; North 41 degrees 08 minutes 28 seconds West, 181.52 feet to a point; North 38 degrees 13 minutes 13 seconds West, 287.27 feet to a point; North 40 degrees 13 minutes 39 seconds West, 121.73 feet to a point; North 47 degrees 29 minutes 30 seconds West, 112.50 feet to a point; North 47 de(p"CU 33 minutes 46 seconds West, 1775.11 feet to the Point of Beginning, containing 171.851 acres ofland. NOTE: The Company Is prohibited from insuring the area or quantity of the land described herein. Any statement in the above legal description of the area or quantity of land Is not a representation that such area or quantity Is correct, but is made only for lnformatioaal and/or Identification purposes and does not override Item 2 of Schedule B hereof. and that our records reflect that the following is a true and correct list of documents affectiig title to the real property described supra between the dates of October 11, 2009 and Aprll 3, 2011: Deed of Trust to secure a Note: Grantor: Creek Meadows Partnen, L.P. Trustee: Timothy C. Jones Beneficiary: Flnt Victoria National Bank Amount Sl,761,000.00 Dated: October 27, 2009 Recorded: Volume 9377, Page 14, Official Records, Brazos County, Texas. (Coven a Portion of Subject Property) Financing Statement Debtor: Creek Meadows Partnen, L.P. Secured Party: Flnt Victoria National Bank Dated: October 27, 2009 Recorded: Volume 9377, Page 37, Official Records, Brazos County, Texas. (Covers a Portion of Subject Property) Public Utility Easement From: Creek Meadows Partnen, L.P. To: City of College Station Dated: November 19, 2009 Recorded: Volume 9404, Page 77, Official Records, Brazos County, Texas. (Coven a Portion of Subject Property} Temporaiy Access Easement: From: Creek Meadows Partnen, L.P. To: City of College Station Dated: November 19, 2009 Recorded: Volume 9404, Page 89, Oftlclal Records, Braz.as County, Texas. (Coven a Portion· of Subject Property} Terms, Conditions, and Stipulations in the Encroachment Agreement by and between: Parties: Seminole Plpellne Company and Creek Meadows Partners, L.P. Dated: November 19, 2009 Recorded: Volume 9408, Page 74, Official Records, Brazos County, Texas. (Coven a Portion of Subject Property} Release of Lien: From: First Community Bank, N.A. formerly First Community Bank The Woodlands, N..A. To: Creek Meadows Properties, L.P. Dated: January 14, 2010 Recorded: Volume 9504, Page 173, Official Records, Brazos County, Texas. {Releucs Deed of Trost recorded in Volume 11459, Page 78, Official Records, Brazos County, Texas.} (Covers a Portion of Subject Property} Release of Lien: From: First Commu.nity Bank, N.A. formerly Fint Community Bank The Woodlands, N.A. To: Creek Meadows Properties, L.P. Dated: January 1', 2010 Recorded: Volume 9504, Page 185, Official Records, Brazos County, Texas. (Releases Deed of Trust recorded In Volume 7952, Page 247, Official Records, Brazos Conaty, Texas.} (Coven a Portion of Subject Property} Extension: Dated: January 15, 2010 Recorded: Volume 9479, Page 235, Official Records, Bl'lWlS County, Texas. (Modifies and Extends Deed of Trust recorded In Volnme 7068, Page 227, Official Records, Bl"llZOI County, Texas.} (Coven a Portion of Subject Property} Extension: Dated: January 15, 2010 Recorded: Volume 9480, Page 124, Omdal Records, Brazos County, Texas. {Modifies and Extends Deed of Trust recorded In Volume 7932, Pa11e 77, Official Records, Brazos County, Texas.} (Covers a Portion of Subject Property} Extension: Dated: January 15., 2010 Recorded: Volume 9480, Page 134, Official Records, Brazos County, Texas .. (Modifies and Extends Deed of Trust recorded In Volume 7796, Pace 110, Oflicial Records, Drams County, Texas.} (Covers a Portion of Subject Property} Extension: Dated: January 15, 2010 Recorded: Volume 9480, Page 145, Official Records, Brazos County, Texas. (Modifies and Extends Deed of Trust recorded in Volume 8398, Page 70, Official Records, Brazos County, Texas.} (Covers a Portion of Subject Property} Extension: Dated: Jauuary 15, 2010 Recorded: Volume 9480, Page 157, Official Records, Brazos County, Texas. (Modifies and Extends Deed of Trust recorded In Volume 8398, Page 48, Ofllclal Records, Brazos County, Texas.} {Covers a Portion of Subject Property} Plat: From: To: Dated: Recorded: Property} Creek Meadows Partnen, L.P. The Public January 11, 2010 Volume 9583, Page 148, Official Records, Braws County, Texas. {Coven a Portion of Subject Second Amended and Restated Declaration of Protective Covenants for Creek Meadows From: To: Dated: Recorded: Property} Extension: Creek Meadows Partnen, LP. The Public .July t, 20t0 Volume 972t, Page 20t, Omctal Records, Brazos County, Texas. (Coven a Portion of Subject Dated: .July ts, 2010 Recorded: Volume 9873, Page 47, OfJlclal Records, Brazos County, Texas. (Modifies and Erteads Deed of Trust recorded in Volume 8398, J>a&e 48, Official Records, Bruos County, Texas.) (Coven a Portion of Subject Property) Extension: Dated: September 30, 20tO Recorded: Volume 9879, Page St, OfDclal Records, Brazos County, Texas. (Renews and Extends Deed of Trust recorded In Volume 8839, Page 70, omcial Records, Brazos County, Texas.) (Coven a Portion of Subject Property) Plat: From: To: Dated: Recorded: Property) Creek Meadows Partnen, L.P. The Public November to, 20t0 Volume 9903, Page t66, Official Records, Brazos County, Texas. (Coven a Portion of Subject This certificate is issued with the express understanding, evidenced by the acceptance of same that the undersigned does not undertake to give or express any opinion as to the validity of the title to the property abOfe, but is simply reporting briefly herein as to the instruments listed above found of record pertaining to said property, and it is expressly understood and agreed that this Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it is understood that the liability of the issuer hereof is expressly limited to the actual monetary consideration paid for same. We have not made any examination as to property taxes, tax suits, special assessments or conflicts. Bill To: Creek Meadows Partners Todd Carnes Buyer: Creek Meadows Partners Seller: Property Address: Greens Prairie Rd University Title Company 1021 University Drive East Coll8!l6 Station,Tx n84o Ph: (979) 260-9818 Fax: (979) 268-3080 INVOICE 00007186 Date: 10-20-2009 Our Number: 00090644 . Your Number. Colleae Station, TX 77845 Description I Amount I Updated Nothing Further Certfficate $103.00 Tax $8.50 . Total Invoice Amount $111.50 GF Number: 00090644 Effective Date: October 11, 2009 Examiner: LBJ STATE OF TEXAS COUNTY OF BRAZOS NOTHING FURTHER CERTIFICATE TIIIS IS TO CERTIFY: 1bat we have examined the records of the County Clerk of Brazos County, Texas as they are reflected in the geographically indexed title plant ofUniversity Title Company as to the following property, to. wit: Being all that tract of land lo Brazos County, Texas, out of the Samuel Davidson League, A-13 Survey and a part of the Jesse Bledsoe Survey, A-71, consisting of the following tracts recorded in the Deed Records of Brazos County, Texas: Part of that called First Tract of 200 acres described In a Deed to B. F. Vance recorded In Volume 142, Page 273, all of that called Second Tract of 50.6 acres described In said Volume 142, Page 273, all of that called 2.6 acres described in Volume 177, Pa&e 309, all of that called 6 acres described lo Volume 152, Page 234, that 1 acre described In Volume 210, Page 148, that 1.25 acres described lo Volume 187, Page 522, that 1 acre described lo Volume 282, Page 601, part of that 1 acre described in Volume 509, Paee 786, that 2.7 acres described lo Volume 262, Page 107, all of that tract described In Volume 163, Page 69, part of that 102.0 acres described lo a Deed to Betty V. Goss, B. F. Vance, Jr. and WUliam R. Vance, Trustees of the VRVTrost recorded In Volume 1020, Pqe325 of the Deed Records of Brazos County, Texas, and being further described as follows: BEGINNING at a 518" steel rod found in Royder Road, being the West corner of said 200 acres; THENCE North 42 degrees 26 minutes 14 seconds East, 420.00 feet to a 5/8 inch steel rod found for comer; THENCE North 47 degrees 33 minutes 18 seconds West, 555.34 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 30 minutes 52 seconds East, 629.86 feet to a rock found for corner; THENCE North 47 degrees 33 minutes 26 seconds West, 630.51 feet to a 5/8 inch steel rod found for corner; THENCE South 42 degrees 26 minutes 14 seconds West, 117.33 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 46 seconds West, 209.00 feet to a 5/8 loch steel rod found for corner; THENCE North 42 degrees 26 minutes 14 seconds East, 22.17 feet to a 518 inch steel rod found for corner; THENCE South 49 degrees 10 minutes 54 seconds East, 51.62 feet to a 518 inch steel rod found for c:orner; THENCE North 40 degrees 58 minutes 56 seconds East, 262.73 feet to a 112 inch steel rod (bent) found for corner; THENCE North 41 degJ"eeS 42 minutes 31 seconds West, 100.00 feet to a 518 inch steel rod found for corner; THENCE North 37 degrees 25 minutes 18 seconds West, 97.02 feet to a 5/8 inch steel rod found for corner' THENCE North 44 degrees 09 minutes 00 seconds West, 213.79 feet to a cotton spindle found for corner on the Southeast Une of Greens Prairie Road West; THENCE North 43 degrees 08 minutes 28 seconds East, 1233.00 feet along Greens Prairie Road West to a 3/8 lnch steel road (bent) found for corner; THENCE South 49 degrees 13 minutes 20 seconds East, 411.68 feet to a 3/8 inch steel rod found at the South corner of Lot 8, Wellborn Oaks recorded lo Volume 345, Page 635 of the Deed Records of Brazos County, Texas; THENCE South 49 degrees 02 minutes 18 seconds East, 392.33 feet to a 3/8 inch steel rod found at the South corner of Lot 9, Wellborn Oaks; THENCE South 48 degrees 48 minutes 30 seconds East, 983.70 feet to a 318 inch steel rod found at the South corner of Lot 11, Wellborn Oaks; THENCE South 48 degrees 30 minutes 49 seconds East, 488.99 feet to a 3/8 inch steel rod found at the South corner of Lot 12, Wellborn Oaks; THENCE South 48 degrees 09 minutes 51 seconds East, 388.37 feet to a 112 inch steel rod set on the West line of Greens Prairie Trail (100' R.O.W.); THENCE Southwesterly, 820.18 feet along a nontangent curve to the left in Greens Prairie Trail having a radius of 1010.00 feet and a central angle of 46 degrees 31 minutes 40 seconds (Chord bears South 18 degrees 32 minutes 29 seconds West, 797 JJ3 feet) to a 518 inch steel rod found at the point of tangency; TEBNCE South 04 degrees 43 minutes 21 seconds East. 1452.01 feet to a 5/8 inch steel rod found at a point of curve; THENCE Southwesterly, 743.74 feet along a curve to the right of Greens Prairie Trail having a radius of 904.93 feet and a central angle of 47 degrees 05 minutes 23 seconds (Chord bears South 18 degrees 49 minutes 20 seconds West, 722.98 feet) to a S/8 inch steel rod found at the point of tangency; THENCE South 42 degrees 22 minutes 02 seconds West, 194.62 feet to a 518 inch steel rod found at a point of curve; THENCE Southwesterly, 52.55 feet along a curve to the right having a radius of 35.00 feet and a central angle of 86 degrees 01 minutes 33 seconds (Chord bears South 85 degrees 22 minutes 48 seconds West, 47.75 feet) to a 5/8 Inch steel rod found for corner; THENCE South 44 degrees 52 minutes SS seeonds West, 14.00 feet to a point near the center of Royder Road (gravel); THENCE generally with the center of Royder Road u follows: North 45 degrees 56 minutes 20 seconds West, 94.15 feet to point; North 41degrees08 minutes 28 seconds West, 181.52 feet to a point; North 38 degrees 13 minutes 13 seconds West, 287.27 feet to a point; North 40 degrees 13 minutes 39 seconds West, 121. 73 feet to a point; North 47 degrees 29 minutes 30 seconds West, 112.SO feet to a point; North 47 degrees 33 minutes 46 seconds West, 1775.11 feet to the Point of Beginning, containing 171.851 acres of land. NOTE: The Company is prohibited from Insuring the area or quantity of the land described herein. Any statement In the above legal description of the area or quantity of land is not a representation that such area or quantity is correct, but is made only for Informational and/or ldentlfkation purposes and does not override Item 2 of Schedule B hereof. and that our records reflect that the following is a true and correct list of documents affecting title to the real property described supra between the dates of July 23, 2009 and October 11, 2009: Easement: From: To: Dated: Recorded: Creek Meadows Partners, L.P. City of Bryan d/b/a Bryan Texas UtHities June 11, 2009 Volume 9251, Page 109, Official Records, Brazos County, Texas. This certificate is issued with the express understanding, evidenced by the acceptance of same that the undexsigned does not undertake to give or express any opinion as to the validity of the title to the property above, but is simply reporting briefly herein as to the instruments listed above found of record pertaining to said property, and it is expressly undentood and agreed that Ibis Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it is understood that the liability of the issuer hereof is expressly limited to the actual monetary consideration paid for same. We have not made any examination as to property taxes, tax suits, special assessments or conflicts. GF Number: 00090644 Effective Date: July 23, 2009 STATE OF TEXAS COUN1Y OF BRAZOS NOTHING FURTHER CERTIFICATE THIS IS TO CERTIFY: That we have examined the records of the County Clerk of Brazos County, Texas as they are reflected in the geographically indexed title plant of University Title Company as to the following property, te wit: Being all that tract of land in Brazos County, Texas, out of the Samuel Davidson League, A-13 Survey and a part of the Jesse Bledsoe Survey, A-71, consisting of the following tracts recorded in the Deed Records of Brazos County, Texas: Part of that called First Tract of 200 acres described in a Deed to B. F. Vance recorded in Volume 142, Page 273, all of that called Second Tract of 50.6 acres described in said Volume 142, Page 273, all of that called 2.6 acres described in Volume 177, Page 309, all of that called 6 acres described in Volume 152, Page 234, that 1 acre described in Volume 210, Page 148, that 1.25 acres described in Volume 187, Page 522, that 1 acre described In Volume 282, Page 601, part of that 1 acre described in Volume 509, Page 786, that 2.7 acres described in Volume 262, Page 107, all of that tract described in Volume 163, Page 69, part of that 102.0 acres described in a Deed to Betty V. Goss, B. F. Vance, Jr. and William R. Vance, Trustees of the VRV Trust recorded in Volume 1020, Page 325 of the Deed Records of Brazos County, Texas, and being further described as follows: BEGINNING at a 5/8" steel rod found in Royder Road, being the West corner of said 200 acres; THENCE North 42 degrees 26 minutes 14 seconds East, 420.00 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 18 seconds West, 555.34 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 30 minutes 52 seconds East, 629.86 feet to a rock found for corner; THENCE North 47 degrees 33 minutes 26 seconds West, 630.51 feet to a 518 inch steel rod found for comer; THENCE South 42 degrees 26 minutes 14 seconds West, 117.33 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 46 seconds West, 209.00 feet to a S/8 inch steel rod found for corner; THENCE North 42 degrees 26minutes14 seconds Eastt 22.17 feet to a S/8 inch steel rod found for corner; THENCE South 49 degrees 10 minutes 54 seconds East, Sl.62 feet to a S/8 inch steel rod found for corner; THENCE North 40 degrees 58 minutes 56 seconds East, 262.73 feet to a 112 inch steel rod (bent) found for corner; THENCE North 41 degrees 42 minutes 31 seconds West, 100.00 feet to a 5/8 inch steel rod found for corner; THENCE North 37 degrees 25 minutes 18 seconds West, 97.02 feet to a 5/8 inch steel rod found for corner' THENCE North 44 degrees 09 minutes 00 seconds West, 213.79 feet to a cotton spindle found for corner on the Southeast line of Greens Prairie Road West; THENCE North 43 degrees 08 minutes 28 seconds East, 1233.00 feet along Greens Prairie Road West to a 3/8 inch steel road (bent) found for corner; THENCE South 49 degrees 13 minutes 20 seconds East, 411.68 feet to a 3/8 inch steel rod found at the South corner of Lot 8, Wellborn Oaks recorded in Volume 345, Page 635 of the Deed Records of Brazos County, Texas; THENCE South 49 degrees 02 minutes 18 seconds East, 392.33 feet to a 3/8 inch steel rod found at the South corner of Lot 9, We1lborn Oaks; THENCE South 48 degrees 48 minutes 30 seconds East, 983.70 feet to a 3/8 inch steel rod found at the South corner of Lot 11, Wellborn Oaks; THENCE South 48 degrees 30 minutes 49 seconds East, 488.99 feet to a 3/8 inch steel rod found at the South corner of Lot 12, Wellborn Oaks; THENCE South 48 degrees 09 minutes 51 seconds East, 388.37 feet to a 112 inch steel rod set on the West line of Greens Prairie Trail (100' RO.W.); THENCE Southwesterly, 820.18 feet along a nontangent curve to the left in Greens Prairie Trail having a radius of 1010.00 feet and a central angle of 46 degrees 31 minutes 40 seconds (Chord bears South 18 degrees 32 minutes 29 seconds West, 797.83 feet) to a 5/8 inch steel rod found at the point of tangency; TEHNCE South 04 degrees 43 minutes 21 seconds East, 1452.01 feet to a 5/8 inch steel rod found at a point of curve; THENCE Southwesterly, 743.74 feet along a curve to the right of Greens Prairie Trail having a radius of 904.93 feet and a central angle of 47 degrees 05 minutes 23 seconds (Chord bears South 18 degrees 49 minutes 20 seconds West, 722.98 feet) to a 5/8 inch steel rod found at the point of tangency; THENCE South 42 degrees 22 ininutes 02 seconds West, 194.62 feet to a 5/8 inch steel rod found at a point of curve; THENCE Southwesterly, 52.55 feet along a curve to the right having a radius of 35.00 feet and a central angle of 86 degrees 01 minutes 33 seconds (Chord bears South 85 degrees 22 minutes 48 seconds West, 47.75 feet) to a 5/8 inch steel rod found for comer; THENCE South 44 degrees 52 minutes 55 seconds West, 24.00 feet to a point near the center of Royder Road (gravel); THENCE generally with the center of Royder Road as follows: North 45 degrees 56 minutes 20 seconds West, 94.15 feet to point; North 41 degrees 08 minutes 28 seconds West, 181.52 feet to a point; North 38 degrees 13 minutes 13 seconds West, 287.27 feet to a point; North 40 degrees 13 minutes 39 seconds West, 121.73 feet to a point; North 47 degrees 29 minutes 30 seconds West, 112.50 feet to a point; North 47 degrees 33 minutes 46 seconds West, 1775.11 feet to the Point of Beginning, containing 171.851 acres of land. NOTE: The Company is prohibited from insuring the area or quantity of the land described herein. Any statement in the above legal description of the area or quantity of land is not a representation that such area or quantity ls correct, but is made only for informational and/or identification purposes and does not override Item 2 of Schedule B hereof. and that our records reflect that the following is a true and correct list of documents affecting title to the real property described supra between the dates of April 27, 2009 and July 23, 2009: Deed of Trust to secure a Note: Grantor: Creek Meadows Partners, L.P. Trustee: Timothy C. Jones Beneficiary: First Victoria National Bank Amowit $372,250.00 Dated: May 1, 2009 Recorded: Volume 9083, Page 134, Official Records, Braz.os County, Texas. (COVERS A PORTION OF SUBJECT PROPERTY) Plat: From: Creek Meadows Partners, L.P. To: The Public Dated: March 12, 20089 Recorded: Volume 9202, Page 117, Official Records, Brazos County, Texas. (COVERS A PORTION OF SUBJECT PROPERTY) Th is certificate is issued with the express understanding, evidenced by the acceptance of samethat the undersigned does not undertake to give or express any opinion as to the validity of the title to the property above, but is simply reporting briefly herein as to the instruments listed above found of record pertaining to said property, and it is expressly understood and agreed that this Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it is understood that the liability of the issuer hereof is expressly limited to the actual monetary consideration paid for same. We have not made any examination as to property truces, tax suits, special assessments or conflicts. ., I I I.. GF Number: 00090644 Effective Date: April 27, 2009 STATE OF TEXAS' COUNTY OF BRAZOS NOTHING FURTHER CERTIFICATE THIS IS TO CERTIFY: That we have examined the records of the County Clerk of Brazos Coun~, Texas as they are reflected in the geographically indexed title plant of University Title Company as to the following property, te wit: Being all that tract of land in Brazos County, Texas, out of the Samuel Davidson League, A-13 Survey and a part of the Jesse Bledsoe Survey, A-71, consisting. of the following tracts recorded in the Deed Records of Brazos County, Texas: Part of that called First Tract of 200 acres described in a Deed to B. F. Vance recorded in Volume 142, Page 273, all of that called Second Tract of 50.6 acres described in said Volume 142, Page 273, all of that called 2.6 acres described in Volume 177, Page 309, all of that called 6 acres described in Volume 152, Page 234, that 1 acre described in Volume 210, Page 148, that 1.25 acres described in Volume 187, Page 522, that 1 acre described in Volume 282, Page 601, part of that 1 acre described in Volume 509, Page 786, that 2.7 acres described in Volume 262, ;page 107, all of that tract described in Volume 163, Page 69, part of that 102.0 acres described in a Deed to Betty V. Goss, B. F. Vance, Jr. and William R. Vance, Trustees of the VRV Trust recorded in Volume.1020, Page 325 of the Deed Records of Brazos County, Texas. and being further described as follows: BEGINNING at a 5/8" steel rod found in Royder Road, being the West corner of said 200 acres; THENCE North 42 degrees 26 minutes 14 seconds East, 420.00 feet to a S/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 18 seconds West, 555.34 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 30 minutes 52 seconds East, 629.86 feet to a rock found for corner; THENCE North 47 degrees 33 minutes 26 seconds'West, 630.51 feet to a 5/8 inch steel rod found for corner; THENCE South 42 degl1'CS 26 minutes 14 seconds West, 117.33 feet to a 518 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 46 seconds West, 209.00 feet to a 518 inch steel rod found for corner; THENCE North 42 degrees '.26 minutes 14 seconds East, 22.17 feet to a 5/8 inch steel rod found for corner; THENCE South 49 degrees 10 minutes 54 seconds East, 51.62 feet to a S/8 inch steel rod found for corner; THENCE North 40 degrees 58 minutes 56 seconds East, 262.73 feet to a 1/.2 inch steel rod (bent) found for corner; THENCE North 41 degrees 42 minutes 31 seconds West, 100.00 feet to a 518 inch steel rod found for corner; . THENCE North 37 degrees 25minutes18 seconds West, 97.02 feet to a 5/8 inch steel rod found for corner' THENCE North 44 degrees 09 minutes 00 seconds West, 213.79 feet to a cotton spindle found for corner on the Southeast line of Greens Prairie Road West; THENCE North 43 degrees 08 minutes 28 seconds East, 1233.00 feet along Greens Prairie Road West to a 318 inch steel road (bent) found for corner; THENCE South 49 degrees 13 minutes 20 seconds East, 411.68 feet to a 3/8 inch steel rod found at the South corner of Lot 8, Wellborn Oaks recorded in Volume 345, Page 63S of the Deed Records of Brazos County, Texas; THENCE South 49 degrees 02 minutes 18 seconds East, 392.33 feet to a 318 inch steel rod found at the South corner of Lot 9, Wellborn Oaks; THENCE South 48 degrees 48 minutes 30 seconds East, 983.70 feet to a 318 inch steel rod found at the South corner of Lot 11, Wellborn Oaks; THENCE Sooth 48 degrees 30 minutes 49 seconds East, 488.99 feet to a 3/8 inch steel rod found at the South corner of Lot 12, Wellborn Oaks; THENCE South 48 degrees 09 minutes 51 seconds East, 388.37 feet to a 112 inch steel rod set on the West line of Greens Prairie Trail (100' R.O.W.); THENCE Southwesterly, 820.18 feet along a nontangent curve to the left in Greens Prairie Trail having a radius of 1010.00 feet and a central angle of 46 degrees 31 minutes 40 seconds (Chord bears South 18 degrees 32 minutes 29 seconds West, 797.83 feet) to a 518 inch steel rod found at the point of tangency; TEHNCE South 04 degrees 43 minutes 21 seconds East, 1452.01 feet to a 5/8 inch steel rod found at a point of curve; THENCE Southwesterly, 743.74 feet along a curve to the right of Greens Prairie Trail having a radius of 904.93 feet and a central angle of 47 degrees OS minutes 23 seconds (Chord bears South 18 degrees 49 minutes 20 seconds West, 722.98 feet) to a 518 inch steel rod found at the point of tangency; THENCE South 42 degrees 22 minutes 02 seconds West, 194.62 feet to a S/8 inch steel rod found at a point of curve; THENCE Southwesterly, S2.5S feet along a curve to the right having a radius of 3S.OO feet and a central angle of 86 degrees 01 minutes 33 seconds (Chord bears South 8S degrees 22 minutes 48 seconds West, 47.7S feet) to a S/8 inch steel rod found for corner; THENCE South 44 degrees 52 minutes SS seconds West, 24.00 feet to a point near the center of Royder Road (gravel); THENCE generally with the center of Royder Road as follows: North 45 degrees S6 minutes 20 seconds West, 94.15 feet to point; North 41 degrees 08 minutes 28 seconds West, 181.52 feet to a point; North 38 degrees 13 minutes 13 seconds West, 287.27 feet to a point; North 40 degrees 13 minutes 39 seconds West, 121. 73 feet to a point; North 47 degrees 29 minutes 30 seconds West, 112.SO feet to a point; North 47 degrees 33 minutes 46 seconds West, 1775.11 feet to the Point of Beginning, containing 171.851 acres of land. NOTE: The Company is prohibited from insuring the area or quantity of the land described herein. Any statement in the above legal description of the area or quantity of land is not a representation that such area or quantity is correct, but is made only for informational and/or identification purposes and does not override Item 2 of Schedule B hereof. and that our records reflect that the following is a true and correct list of documents affecting title to the real property described supra between the dates of January 27, 2009 and April 27, 2009: Plat: From: Creek Meadows Partners, LP. To: The Public Recording Date: February 4, 2009 Recorded: Volume 8950, Page 98, Official Records, Brazos County, Texas. (COVERS A PORTION OF SUBJECT PROPERTY) Extension: From: To: Dated: Recorded: Plat: Creek Meadows Partners, L.P. First Victoria National Bank January 23,2009 Volume 8972, Page 192, Official Records, Brazos County, Texas. From: Creek Meadows Partners, L P. To: The Public Recording Date: March 6, 2009 Recorded: Volume 8989, Page 39, Official Records, Brazos County, Texas. (COVERS A PORTION OF SUBJECT PROPERTY) This certificate is issued with the express understanding, evidenced by the acceptance of samethat the undersigned does not undertake to give or express any opinion as to the validity of the title to the property above, but is simply reporting briefly herein as to the instruments listed above found of record pertaining to said property, and it is expressly understood and agreed that this Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it is understood that the liability of the issuer hereof is expressly limited to the actual monetary consideration paid for same. We have not made any examination as to property taxes, tax suits, special assessments or conflicts. • L '. ' '\ . University Title Company Bill To: Baker & Carnes Investments Buyer: Creek Meadows Partners Seller: Prooertv Address: Greens Prairie Rd Collei:ie Station, TX 77845 1021 University Drive East ColleQe Station,Tx 77840 Ph: (979) 260-9818 Fax: (979) 268-3080 Description Nothing Further Certificate Tax .. ,• INVOICE 00006242 Date: 02-11-2009 Our Number: 00090644 Your Number: Amount $157.00 $12.95 Total Invoice Amount L___ $169.95 GF Number: 00090644 Effective Date: January 27, 2009 STATE OF TEXAS COUNTY OF BRAZOS NOTHING FURTHER CERTIFICATE THIS IS TO CERTIFY: That we have examined the records of the County Clerk ofBrazos Courty, Texas as they are reflected in the geographically indexed title plant of University Title Company as to the following property, ta wit: Being all that tract of land in Brazos County, Texas, out of the Samuel Davidson League, A-13 Survey and a part of the Jesse Bledsoe Survey, A-71, consisting of the following tracts recorded in the Deed Records of Brazos County, Texas: Part of that called First Tract of :ZOO acres described in a Deed to B. F. Vance recorded in Volume 142, Page 273, all of that caJled Second Tract of S0.6 acres described in said Volume 142, Page 273, all of that called 2.6 acres described in Volume 177, Page 309, all of that called 6 acres described in Volume 152, Page 234, that 1 acre described in Volume 210, Page 148, that 1.25 acres described in Volume 187, Page 522, that 1 acre described in Volume 282, Page 601, part of that 1 acre described in Volume 509, Page 786, that 2.7 acres described in Volume 262, Page 107, all of that tract described in Volume 163, Page 69, part of that 102.0 acres described in a Deed to Betty V. Goss, B. F. Vance, Jr. and William R. Vance, Trustees of the VRV Trust recorded in Volume 1020, Page 325 of the Deed Records of Brazos County, Texas, and being further described as follows: BEGINNING at a 5/8" steel rod found in Royder Road, being the West corner of said 200 acres; THENCE North 42 degrees 26 minutes 14 seconds East, 420.00 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 18 seconds West, 555.34 feet to a 5/8 inch steel rod found for corner; THENCE North 42 degrees 30 minutes 52 seconds East, 629.86 feet to a rock found for corner; THENCE North 47 degrees 33 minutes 26 seconds West, 630.51 feet to a 5/8 inch steel rod found for corner; THENCE South 42 degrees :Z6 minutes 14 seconds West, 117.33 feet to a 5/8 inch steel rod found for corner; THENCE North 47 degrees 33 minutes 46 seconds West, 209.00 feet to a S/8 inch steel rod found for corner; THENCE North 42 degrees 26 minutes 14 seconds East, 22.17 feet to a 5/8 inch steel rod found for corner; THENCE South 49 degrees 10 minutes 54 seconds East, 51.62 feet to a 5/8 inch steel rod found for corner; THENCE North 40 degrees 58 minutes 56 seconds East, 262.73 feet to a 112 inch steel rod (bent) found for corner; THENCE North 4l degrees 42 minutes 31 seconds West, 100.00 feet to a 5/8 inch steel rod found for corner; THENCE North 37 degrees 25 minutes 18 seconds West, 97.02 feet to a 5/8 inch steel rod found for corner' THENCE North 44 degrees 09 minutes 00 seconds West, 213. 79 feet to a cotton spindle found for corner on the Southeast line of Greens Prairie Road West; THENCE North 43 degrees 08 minutes 28 seconds East, 1233.00 feet along Greens Prairie Road West to a 3/8 inch steel road (bent) found for comer; THENCE South 49 degrees 13 minutes 20 seconds East, 411.68 feet to a 3/8 inch steel rod found at the South comer of Lot 8, Wellborn Oaks recorded in Volume 345, Page 635 of the Deed Records of Brazos County, Texas; THENCE South 49 degrees 02 minutes 18 seconds East, 392.33 feet to a 3/8 inch steel rod found at the South corner of Lot 9, Wellborn Oaks; THENCE South 48 degrees 48 minutes 30 seconds East, 983. 70 feet to a 3/8 inch steel rod found at the South corner of Lot 11, Wellborn Oaks; THENCE South 48 degrees 30 minutes 49 seconds East, 488.99 feet to a 3/8 inch steel rod found at the South corner of Lot 12, Wellborn Oaks; THENCE South 48 degrees 09 minutes SI seconds East, 388.37 feet to a 1/2 inch steel rod set on the West line of Greens Prairie Trail (100' R.O.W.); THENCE Southwesterly, 820.18 feet along a nontangent curve to the left in Greens Prairie Trail having a radius of 1010.00 feet and a central angle of 46 degrees 31 minutes 40 seconds (Chord bears South 18 degrees 32 minutes 29 seconds West, 797.83 feet) to a 5/8 inch steel rod found at the point of tangency; TEHNCE South 04 degrees 43 minutes 21 seconds East, 1452.01 feet to a 5/8 inch steel rod found at a point of curve; THENCE Southwesterly, 743. 74 feet along a curve to the right of Greens Prairie Trail having a radius of 904.93 feet and a central angle of 47 degrees OS minutes 23 seconds (Chord bears South 18 degrees 49 minutes 20 seconds West, 722.98 feet) to a 5/8 inch steel rod found at the point of tangency; THENCE South 42 degrees 22 minutes 02 seconds West, 194.62 feet to a 5/8 inch steel rod found at a point of curve; THENCE Southwesterly, 52.55 feet along a curve to the right having a radius of 35.00 feet and a central angle of 86 degrees 01 minutes 33 seconds (Chord bears South 85 degrees 22 minutes 48 seconds West, 47.75 feet) to a 5/8 inch steel rod found for corner; THENCE South 44 degrees 52 minutes 55 seconds West, 24.00 feet to a point near the center of Royder Road (gravel); THENCE generally with the center of Royder Road as follows: North 45 degrees 56 minutes 20 seconds West, 94.15 feet to point; North 41 degrees 08 minutes 28 seconds West, 181.52 feet to a point; • North 38 degrees 13 minutes 13 seconds West, 287.27 feet to a point; North 40 degrees 13 minutes 39 seconds West, 121.73 feet to a point; North 47 degrees 29 minutes 30 seconds West, 112.50 feet to a point; North 47 degrees 33 minutes 46 seconds West, 1775.11 feet to the Point of Beginning, containing 171.851 acres of land. NOTE: The Company is prohibited from insuring the area or quantity of the land described herein. Any statement in the above legal description of the area or quantity of land is not a representation that such area or quantity is correct, but is made only for informational and/or identification purposes and does not override Item 2 of Schedule B hereof. and that our records reflect that the following is a true and correct list of documents affecting title tothe real property described supra between the dates ofDecember 15, 2005 and January 27, 2009: Vendor's Lien retained in Deed: Grantor: VRV Partners, a Texas partnership Grantee: Creek Meadows Partners, L.P. Dated: December 15, 2005 Recorded: Volume 7068, Page 220, Official Records, Brazos County, Texas. Additionally secured by Deed of Trust: Grantor: Creek Meadows partners, L.P. Trustee: Timothy C. Jones Amount: $2,975,000.00 Beneficiary: First Victoria National Bank Dated: December 15, 2005 Recorded: Volume 7068, Page 277, Official Records, Brazos County, Texas. Extension: Dated: December 15, 2007 Recorded: Volume 8438, Page 186, Official Recqrds, Brazos County, Texas. Deed of Trust to secure a Note: Grantor: Creek Meadows Partners, L.P. Trustee: Timothy C. Jones Beneficiary: First Victoria National Bank Amount: $636,250.00 Dated: January 23, 2007 Recorded: Volume 7796, Page 94, Official Records, Brazos County, Texas. Extension: Dated: December 15, 2007 Recorded: Volume 8438, Page 175, Official Records, Brazos County, Texas. Deed ofTrust to secure a Note: Grantor: Creek Meadows Partners, L.P. Trustee: Timothy C. Jones Beneficiary: First Victoria National Bank Amount: $4,835,000.00 Dated: January 27, 2007 Recorded: Volume 7796, Page 110, Official Records, Brazos County, Texas. • Financing Statement: Debtor: Creek Meadows Partners, L.P. Secured Party: First Victoria National Bank Dated: January 31, 2007 Recorded: Under File No. 07-0003565844 with the Texas Secretary of State. Affidavit of Commencement From: Creek Meadows Partners, L.P. To: The Public Dated: February 2, 2007 Recorded: Volume 7832, Page 278, Official Records, Brazos County, Texas. Easement: From: To: Dated: Recorded: Plat: Creek Meadows Partners, L.P. City of College Station March 13, 2007 Voltime 7863, Page 72, Official Records, Brazos County, Texas. From: Creek Meadows Partners, L.P. To: The Public Dated: April 5, 2007 Recorded: Volume 8028, Page 248, Official Records, Brazos County, Texas. (COVERS A PORTION OF SUBJECT PROPERTY) Deed of Trust to secure a Note: Grantor: Creek Meadows Partners, L.P. Trustee: Timothy C. Jones Beneficiary: First Victoria National Bank Amount: $227,000.00 Dated: April 5, 2007 Recorded: Volume 7932, Page 77, Official Records, Brazos County, Texas. (COVERS A PORTION OF SUBJECT PROPERTY) Extension: Dated: December 15, 2007 Recorded: Volume8398, Page 88, Official Records, Brazos County, Texas. Vendor's Lien retained in Deed: Grantor: Creek Meadows Partners, L.P. Grantee: Creek Meadows Properties, L.P. Dated: April 25, 2007 Recorded: Volume 7952, Page 237, Official Records, Brazos County, Texas. (COVERS A PORTION OF SUBJECT PROPERTY) Additionally secured by Deed of Trust: Grantor: Creek Meadows Properties, L.P. Trustee: Nigel J. Harrison Amount: $3,931,116.00 Beneficiary: First Community Bank The Woodlands Dated: April 25, 2007 Recorded: Volume 7952, Page 247, Official Records, Brazos County, Texas. (COVERS A PORTION OF SUBJECT PROPERTY) Restrictions: From: To: Dated: Recorded: Creek Meadows Partners, L.P. The Public November 13, 2007 Volume 8325, Page 198, Official Records, Brazos County, Texas. Deed of Trust to secure a Note: Grantor: Creek Meadows Partners, L.P. Trustee: Timothy C. Jones Beneficiary: First Victoria National Bank Amount: $600,000.00 Dated: December21, 2007 Recorded: Volume 8398, Page 48, Official Records, Brazos County, Texas. (COVERS A PORTION OF SUBJECT PROPERTY) Deed of Trust to secure a Note: Grantor: Creek Meadows Partners, L.P. Trustee: Timothy C. Jones Beneficiary: First Victoria National Bank Amount: $1,214,487.00 Dated: December 21, 2007 Recorded: Volume 8398, Page 70, Official Records, Brazos County, Texas. (COVERS A PORTION OF SUBJECT PROPERTY) Deed of Trust to secure a Note: Grantor: Creek Meadow Properties, L.P. Trustee: Nigel J. Harrison Beneficiary: First Community Bank The Woodlands Amount: $140,000.00 Dated: January 24, 2008 Recorded: Volume 8459, Page 78, Official Records, Brazos County, Texas. (COVERS A PORTION OF SUBJECT PROPERTY) Restrictions: From: To: Dated: Recorded: Creek Meadows Partners, L.P. The Public November 13, 2008 Volume 8869, Page 262, Official Records, Brazos County, Texas. NOT REFLECTED HEREIN ARE NUMEROUS DOCUMENTS PERTAINING TO VARIOUS LOTS NOW PART OF PLA TIED SUBDIVISIONS. This certificate is issued with the express understanding, evidenced by the acceptanceof same that the undersigned does not undertake to give or express any opinion as to the validity of the title to the property above, but is simply reporting briefly herein as to the instruments listed above found of record pertaining to said property, an! it is expressly understood and agreed that this Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it is understood that the liability of the issuer hereof is expressly limited to the actual monetary t.iUU:SIU~li:1UVU iJalU J.Vl ;)Q.IUCi. "'v UQVt:; UU&. lUQ.U.V 4UJ VA.GlJIUIQ".lVU A;) c.v p1vpcu., LQ.A.v.;)' \4.1\. ..,. ..... ~,~}I"'"' .. "' u.Jl,;;)~U"U~ or conflicts. University Title Company __ _ .. '·~-~--. ~-. ::-:OWNER POLICY OF TITLEJNSURANCE '· · · · · ' ·. · · , -~~ .::; . : Issued by . -. . . . OLD REPUBLIC ·NATIONAL TITLE INSURANCE -COMPANY -·. ·-.: •. .·.:, . .··, .. ·, ... . : ' -.. .I.· •. ·. - Policy Number TO 118 2 613 SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE BAND THE CONDITIONS AND STIPULATIONS, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a Minnesota corporation, herein called the Company, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by reason of: 1. Trtle to the estate or interest described in Schedule A being vested other than as slated therein: 2. Any defect in or lien or encumbrance on the title; 3. Any statutory or constitutional mechanic's, contractor's, or materialman's lien for labor or material having its inception on or before Date of Policy; 4. Lack of a right to access to and from the land: 5. Lack of good and indefeasible tiUe. The Company also will pay the costs, attorneys' fees and expenses incurred in defense of the title, as insured. but only to the extent provided in the Conditions and Stipulations. IN WITNESS HEREOF, the OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY has caused this policy lo be executed by its President under the seal of the Company, but this policy is to be valid only when it bears an authorized countersignature, as of the date set forth in Schedule A. EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs. attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (Q the occupancy, use, or enjoyment of the land: (ii) the character, dimensions or location of any improvement now or hereafter erected on the land: (iiQ a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws. ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Dale of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking that has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant: (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the dale the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant: (d) attaching or created subsequent to Date of Policy; (e) resulting in loss or damage that would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. 4. The refusal of any person to purchase, lease or lend money on the estate or interest covered hereby in the land described in Schedule A because of unmarketability of the title. 5. Any claim which arises out of the transaction vesting in the person named in paragraph 3 of Schedule A the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or other state or federal creditors' rights laws that is based on either (Q the transaction creating the estate or interest Insured by this Policy being deemed a fraudulent conveyance or fraudulent transfer or a voidable distribution or voidable dividend, (iQ the subordination or recharacterization of the estate or interest insured by this Policy as a result of the application or the doctrine of equitable subordination or QiQ the transaction creating the estate or interest insured by this Policy being deemed a preferential transfer except where the preferential transfer results from the failure of the Company or its issuing agent to timely file for record the instrument of transfer to the insured after delivery or the failure of such recordation to impart notice to a purchaser for value or a judgment or lien credijor. Issued through the Office of: AGGIELAND TITLE COMPANY 3740 ~eld Dr~ Suite 101/Bryan, Texas 77802 P.O. Box 4233/Bryan, Texas 77805 Phone: (979) 731-8400 •Fax: (979} 731-8408 ... : %_ ·: OLD REPUBLIC TITLE . . . . . ~!u!~ OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY A stock Company 400 Second Avenue South, Minneapolis, Minnesota 55401 (612)371-1111 : ., . ··• . ·.~ ·: ... By President Alles/ Secretary FORM T·1: OWNER POLICY (EffECTIVE 4/02) __ ..................... __________________ ............. CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in this policy mean: ~a) "insured": the insured named in Schedule A, and. subject to ?ny rights or defenses the Company would have had against the named insure~. those who s~c~eed. to the interest of the named insured by ~p~ralion of l~w a~ d1slingu1shed from purchase including, but not limited lo, heirs, d1stribu\ees. devisees, survivors, personal represental1ves, next ~f. kin, or ~orpor~te: p~rtnership or fiduciary successors! and spec1flcally, .._..,,,~out hm1tatron, the following: {Q . the ~u~c:essors m m\erest to a corporation, limited liability company or hm1ted. ha!>1h~ partnership resulling from merger or consolidation or conversmn o~ ~ d1~tn~~lion of the a~ts of the corporatim or limited liability company or _l!m1ted hab1l1ty partne~sh!P upon partial or complete liquidation; (11) the successors in interest to a general or limited pa~ners.hip or limited liability company or limited liability partnership which dissolves but does not terminate- . {iii) the successors in interest to a general or limited ~af!nersh1p resul!ing from the distribution of the assets of the general or hm1ted part_nersh1p upon partial or complete liquidation; . . . (1v) the successors i~ interest to a joint venture resulting from the d1stnbulion of the assets of the iomt venture upon partial or complete liquidation- (v) the successor or substitute trustee(s) of a trustee named ' in a written trust instrument; or . . . {vi) the successors in interest to a trustee or trust resulting from the d1stnbut1on of all or part of the assets of the trust to the beneficiaries thereof. (b) "insured claimant": an insured claiming Joss or damage. (c) "knowledge" or "known": actual knowledge, not constructive knowledge or notice !hat may be imputed to an insured by reason of the public records as defined in this policy or any other records which impart constructive notice of matters affecting the land. . (d) "land": the land described or referred lo in Schedule A, and improvements affixed thereto that by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in Schedule A, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways, but nothing herein shall modify or limit the extent to which a right of access lo and from the land is insured by this policy. (e) "mortgage": mortgage, deed of trust, trust deed, or other security instrument (n "public records": records established under state statutes at Date of Policy for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. With respect to Section 1(a) (iv) of the Exclusions From Coverage, "public records" also shall include environmental protection liens filed in the records of the clerk of the United States district court for the district in which the land is ·localed. (g) "access": legal right of access to the land and no! the physical condition of acc.ess. The coverage provided as to access does no! assure the adequacy of access for the use intended. 2. Continuation of Insurance After Conveyance of Title. The coverage of this policy shall continue in force as of Date of Policy in favor of an insured only so long as the insured retains an estate or interest in the land, °' holds an indebtedness secured by a purchase money mortgage given by a purchaser from the insured, or only so long as the insured shall have liability by reason of covenants of warranty made by the insured in any transfer or conveyance of the estate or interest. This policy shall not continue in force in favor of any purchaser from the insured of either (i) an estate or interest in the land, or (ii) an indebtedness secured by a purchase money mortgage given to the insured. 3. Notice of Claim to be Given by Insured Claimant. The insured shall notify the Company promptly in writing (i) in case of any litigation as set forth in Section 4(a) below, or (ii) in case knowledge shall ~omc lo an insured hereunder of any claim of title or interest that is adverse to the title to the estate or interest, as insured, and that might cause loss or damage for which the Company may be liable by virtue of this policy. n prompt notice shall not be given to the Company, then as to the insured all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any insured under this policy unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. . When, ~er the .date of the policy, the insured notifies the Company as required herem or a hen, encumbrance, adverse claim or other defect in title to the estate or interest in the land instXed by this policy that is not excluded ~r ex~epted from the coverage of this policy, the ~ompany shall promptly investigate the charge to determine whether the lien, encumbrance adverse clai_m or d.efect is .valid . ~nd no.t ~arreo by law or statute. The C~pany shall nollfy the msured m wntmg, within a reasonable lime, of its determination as to the validity or invalidity of the insured's claim or charge under the policy. tt the Company concludes that the lien, encumbrance, adverse claim or defecl is not covered by this policy, or was otherwise addressed in the closing of the transaction in connection with which this policy was issued, the Company shall specifically advise the insured of the reasons for its determination. I the Company concludes that the lien, encumbrance, adverse ~a~m ~r defect is valid, the Company shall take one of the following actions: (1) ~nslitute the necessary proceedings to clear the lien, encumbrance, adverse ~laim or defect _from the title to the estate as insured; (iQ indemnify the msured as provided in this policy; (iii) upon payment of appropriate premium and charges therefor, issue to the insured claimant or to a subsequent owner, .mortgage~ or holder. of the esta~e or interest in the land insured by this policy, a policy of 1111~ insurance without exception for the lien, encumbrance, adverse claim or defect, said policy to be in an amount equal to the current value of the property or, if a mortgagee policy, the amount of the loan; Ov) indemnify another title insurance company in connection with its issuance of a policy(ies) of tiUe insurance without exception for the lien, encumbrance, adverse claim or defect; (v) secure a release or other document discharging the lien, encumbrance, adverse claim or defect; or (vij undertake a combination of (i) through (V) herein. 4. Defense and Prosecution of Actions: Duty of Insured Claimant to Cooperate. ~a) ~pan w!illen request by the insured and subject to the options ~ntained m Sectio~ 6 of these Conditions and Stipulations. the Company, at its own cost and without unreasonable delay, shall provide for the defense of an insured in litigation in which any third party asserts a claim adverse to the title or interest as insured, but only as to those stated causes of action alle_ging a defect, lien or encumbrance or other matter in.sured against by this policy. The Company shall have the right to select counsel of tts choice (subject to the right of the insured to object for reasonable cause) to represent the insured as to those stated causes of action and shall not be liable for and will not pay the fees of any other counsel. The Company will not pay any fees, costs or expenses incurred by the insured in the defense of those causes of action that allege matters not insured against by this policy. (b) The Company shall have the right at its own cost, to institute and prosecute any action· or proceeding or to do any other act that in its opinion mar be necessary or desirable to establish the title to the estate or interest, as msured, or to prevent or reduce loss or damage to tne insured. The Company may take any appropriate action under the terms of this policy, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this policy. tt the Company shall exercise its rights under this paragraph, it shall do so diligently. (c) Whenever the Company shall have brought an action or interposed a defense as required or permitted by the provisions of this policy, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from any adverse judgment or order. (d) In all cases where this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding, the insured shall secure to the Company the right to so prosecute or provide defense in the action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of the insured for this purpose. Whenever requested by the Company, the insured, at th;: Company's expense, shall give the Company all reasonable aid (i) in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or effecting settlement, and (ii) in any other lawful act that in the opinion of the Company may be necessary or disirable to establish the title to the estate or interest as insured. If the Company is prejudiced by the failure of the insured to furnish the required cooperation, the Company's obligations to !he insured under the policy shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation. with regard to the matter or matters requiring such cooperalion. (Continued on inside back cover) 5. Proof of Loss or Damage. In addition lo and after the notices required under Section 3 of these Conditions and Stipulations have been provided the Company, a proof of loss or damage signed and sworn to by the insured claimant shall be furnished to the Company wilhin 91 days after the insured claimant shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the defect in. or lien or encumbrance on the lille, or other matter insured against by this policy that constitutes the basis of loss or damage and shall state. to the exlenl possible, lhe basis of calculating the amount of the loss or damage. tt the Company is prejudiced by the faiiu·e of the insured claimant to provide the required ix-oof of loss or damage, the Company's obligations to the insured under the policy shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such proof of loss or damage. In addition, the insured claimant may reasonably be required to submit lo examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a dale before or alter Date of Policy, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the insured claimant shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third par1y, which reasonably pertain to the loss or damage. All information designated as confidential by the insured claimant provided lo the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the insured claimant to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in this paragraph shall terminate any liability of the Company under this policy as to that claim. 6. Options to Pay or Otherwise Settle Claims: Termination of Uability. In case of a claim under this policy, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Insurance. To pay or tender payment of the amount of insurance under this policy, together with any costs, attorneys' fees and expenses incurred by the insured claiman~ which were authorized by the Company, up to the lime of payment or tender of payment and which the Company is obligated to pay. Upon the exercise by the Company of this option, all liability and obligations to the insured under this policy, other than lo make the payment required, shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, and the policy shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other than the Insured or With the Insured Claimant. (i) to pay or otherwise settle with other parties for or in the name of an insured claimant any claim insured against under this policy, together with any costs, attorneys' fees and expenses incurred by the insured claimant, which were authorized by the Company up lo the time of payment and which the Company is obligated to pay; or (ii) to pay or otherwise settle with the insured claimant the loss or damage provided for under this policy, together with any costs, attorneys' lees and expenses incurred by the insured claimant, which were authorized by the Company up to the lime of payment and which the Company is obligated to pay. Upon the exercise by the Company of either of the options provided for in paragraphs (b) (ij or (ii), the Company's obligations to the insured under this policy for the claimed loss or damage, other than the payments required to be made. shall terminate. including any liability or obligation to defend, prosecute or continue any litigation. 7. Determination, Extent of Liability and Coinsurance. This policy is a contract of indemnity against actual monetary loss or damage sustained or incurred by the insured claimant who has suffered loss or damage by reason of matters insured against by this policy and only to the extent herein described. (a) "Pie liability of the Company under this policy shall not exceed the least of: (i) the Amount of Insurance stated in Schedule A; or Oi) the difference between the value of the insured estate or interest as insured and the value of the insured estate or interest subject to the defect. lien ·or encumbrance insured against by this policy at the date the insured claimant is required to furnish to Company a proof of loss or damage in accordance with Section 5 of these Conditions and Stipulations. (b) In the event the Amount of Insurance stated in Schedule A at the Date of Policy is less than 80 percent ol the value of the insured estate or interest or the full consideration paid for the land, whichever is less, or ii subsequent to the Date of Policy an improvement is erected on the land which increases the value of the insured estate or interest by at least 20 percent over the Amount of Insurance slated in Schedule A, then this Policy is subject to the following: 0) where no subsequent improvement has been made, as to any partial loss, the Company shall only pay the loss pro rata in the proportion that the amount of insurance at Date of Policy bears to the total value of the insured estate or· interest at Date of Policy; or (iij where a subsequent improvement has been made, as to any partial loss, the Company shall only pay the loss pro rata in the proportion llJat 120 percent of the Amount of Insurance slated in Schedule A bears to the sum of the Amount of Insurance staled in Schedule A and the amount expended for the improvement The provisions of this paragraph shall not apply to costs, attorneys' fees and expenses for which the Company is liable under this policy, and shall only apply lo that portion of any loss which exceeds, in the aggregate, 10 percent of the Amount of Insurance stated in Schedule A. (c) The Company will pay only those costs. attorneys' fees and expenses incurred in accordance with Section 4 of these Conditions and Stipulations. 8. Appor/ionmenl II the land described in Schedule A consists of two or more parcels that are not used as a single site, and a loss is established affecting one or more of the ·parcels but not all, the loss shall be computed and settled on a pro rata basis as ii the amount of insurance under this policy was divided pro rata as to the value on Date of Policy of each separate parcel to the whole, exclusive of any improvements made subsequent to Date of Policy, unless a liability or value has otherwise been agreed upon as to each parcel by the Company and the insured at the lime of the issuance of this policy and shown by an express statement or by an endorsement attached to this policy. 9. Limitation of liability. (a) tt the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures the lack of a right of access to or from the land, all as insured, or lakes action in accordance with Section 3 or Section 6, in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, It shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation, including litigation by the Company or with the Company's consent. the Company shall have no liability for loss or damage until there has been a ii11dl determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title as insured. (c) The Company shall not be liable for loss or damage to any insured for liability voluntarily assumed by the insured in settling any claim or suit without the prior written consent of the Compariy. 10. Reduction of Insurance: Reduction or Termination of Uability. All payments under this policy, except payments made for costs, attorneys' fees and expenses, shall reduce the amount of the insurance pro tanto. 11. Liability Noncumulative. II is expressly understood that the amount of insurance under this policy shall be reduced by any amount the Company may pay under any policy insuring a mortgage to which exception is taken in SChedule B or to which the insured has agreed, assumed, or taken subject. or which is hereatter executed by an insured and which is a charge or lien on the estate or interest described or referred to in Schedule A, and the amount so paid shall be deemed a payment under this J)Olicy to the insured owner. (Continued on back cover} 12. Payment of Loss. (a) No payment shall be made without producing this policy for endorsement of the payment unless the policy has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within 30 days thereafter. 13. Subrogation Upon Payment or Settlement (a) The Company's Right of Subrogation. Whenever the Company shall have settled and paid a claim under this policy, all right ol subrogation shall vest in the Company unaffected by any act of the insured claimant. The Company shall be subrogated lo and be entitled to all rights and remedies that the insured claimant would have had against any person or property in respect to the claim had this policy not been issued. If requested by the Company, the insured claimant shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The insured claimant shaft permit the Company to sue, compromise or settle in the name of the insured claimant and to use the name of the insured claimant in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the insured claimant, the Company shall be subrogated to these rights and remedies in the proportion that the Company's payment bears to the whole amount of the loss. If loss should result from any act of the insured claimant. as stated above, that act shall not void this policy, but the Company, in that event. shall be required to pay only that part of any losses insured against by this policy that shall exceed the amount, if any, lost to the Company by reason of the impairment by the insured claimant of the Company's right of · subrogation. (b) The Company's Rights Against Non-Insured Obligors. The Company's right of subrogation against non-insured obligors shall exist and shall include, without limitation, the rights of the insured to indemnities, guaranties. other policies of insurance or bonds, notwithstanding any terms or conditions contained in those instruments that provide for subrogation rights by reason of this policy. 14. Arbitration. Unless prohibited by applicable law or unless this arbitration section is deleted by specific provision in Schedule B of this policy, either the Company or the insured may demand arbitration pursuant to the Tiiie Arbitration Rules or the American t\rbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Insured arising out of or relating to this policy, any service of the Company in connection with ils issuance or the breach of a policy provision or other obligation. All arbitrable matters when the Amount of Insurance is $1,000,000 or less SHALL BE arbitrated at the request of either the Company or the Insured, unless the insured is an individual person (as distinguished from a corporation, trust. partnership, association or other legal entity). All arbitrabfe matters when the Amount of Insurance is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Insured. Arbitration pursuant to this policy and under the Rules in effect on the dale the demand for arbitration is made or, at the option of the insured. the Rufes in effect at Date of Policy shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permit a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 15. Liability Limited to This Policy: Policy Entire Contract. (a) This policy together with all endorsements, if any, attached hereto by the Company is the entire policy and contract between the insured and the Company. In interpreting any provision of lhis policy, this policy shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title lo the estate or interest covered hereby or by any action asserting such claim. shall be restricted to this policy. (c) No amendment ol or endorsement to this policy can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secrelary, or validating officer or authorized signatory of the Company. 16. Severability. In the event any provision of the policy is held invalid or unenforceable under applicable law. the policy shall be deemed not to include that provision. and all other provisions shall remain in full force and effect. 17. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this poficy and shall be addressed to the Company at: Home Office: 400 Second Avenue South. Minneapolis, Minnesota 55401. COMPLAINT NOTICE. Should any dispute arise about your premium or about a claim that you have filed, contact the agent or write to the Company that issued the policy. If the problem is not resolved, you also may write the Texas Department of Insurance, P.O. Box 149104, Austin, TX 78714-9104, Fax No. (512) 305-7426 or call toll-free at 1-800-252-3439. This notice of complaint procedure is for information only and does not become a part or condition of this policy. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY may be contacted toll-free at 1-88B-678-1700 for information concerning this policy or to submit a policyholder compfaint. FOR INFORMATION , OR TO MAKE A COMPLAINT, CALL: 1-888-678-1700 : ;i~~·~'.~}/~·2~J(?:'\.-:·l-;:~-{~~{~:~~1:.:t::: ~~}.;'~-.{~".:·:i'<r/~j\~:-(:~?~:~ :}.< ;'Y.J(}/~".(. : : ( .... :'. ~ .~;·: .. ·.· .~·, .-, . ·:;~.q .. :'.~c,·,, ·.,.J.,..-~;,•:.i .<-·:rN0Tf :T}t1S:POLfcv:-vA1:16i>NtflF~C-HEllUlES A·AND B"AREATIACHED ..... ; . .' .: -. _.'j_-:':L ·~'\.-t:'J ·.:i-: ~1.'\::i_·:_J~t:-_"'r_;~-.. :2 . .-·· .... / ~ .L. ~ .• \ _ • _, ]_.._ -·.., .,. •• .!...--~-:;_, ,;._'.• _ • ..o \. •• -~ ~\·_I .J. •J • j '_ .• • '• •• ::. \,._ •. 1 l ... ..... .; - -, I · ~ ' < "';, '' • • • • ,.,.,, .~ -· ' ": ...... ..., .... ~ ....... J,,.i.- OWNER POLICY OF TITLE INSURANCE SCHEDULE A G.F. No. 21282 Policy No. TO 1182613 Amount of Insurance: $3,403,842.00 Premium: $16,728.00 Date of Policy: December 19, 2005, 10:22 am 1. Name of Insured: Creek Meadows Partners, L.P. 2. The estate or interest in the land that is covered by this policy is: Fee Simple 3. Title to the estate or interest in the land is insured as vested in: Creek Meadows Partners, L.P. 4. The land referred to in this policy is descnbed as follows: Tract One: All that certain tract or parcel of land, lying and being situated in the SAMUEL DAVIDSON LEAGUE, Abstract No. 13 in Brazos County, Texas, and being a portion of a called 262.55 acre tract described as seven tracts by an Estate Deed from Betty V. Goss, B. F. Vance, Jr. and William R. Vance to VRV partners, recorded in Volume 1175, page 653 of the Official Records of Brazos County, Texas (O.R.B.C.); all of a called 1 acre tract described by a Quitclaim Deed from L. G. Jones to Vonnie Ray Vance recorded in Volume 509, page 786 of the Deed Records of Brazos County, Texas, (B.C.D.R.); a portion of a called 102.00 acre tract described by a Gift Deed from Vonnie Ray Vance to Betty V. Goss, B. F. Vance, Jr. and William R. Vance, Trustees of the VRV Trust, recorded in Volume 1020, page 325 (O.R.B.C.); a portion of a called 1 acre tract described by a Deed from Gus Roy and wife, Hattie Roy to B. F. Vance, recorded in Volume 163, page 69 (B.C.D.R.); and all of a called 2-3/5 acre tract described by a Deed from William H. Phelps and Rela May Rayon and husband Chester Rayon, to B. F. Vance, recorded in Volume 177, page 309 (B.C.D.R.) and being more particularly described by metes and bounds as follows: BEGINNING at a 3/8-inch iron rod found bent marking the wet corner of Lot 8, Wellborn Oaks, according to the plat recorded in Volume 345, Page 635 (B.C.D.R.), said iron rod being in the northeast line of said 1 acre tract (163/69) and in the southeast right-of-way line of Greens Prairie Road (a county maintained road); THENCE along the common line of Wellborn Oaks and said 1 acre tract (163/69) and said 262.55 acre tract for the following five (5) calls: 1) S 49° 13' 20" E for a distance of 411.68 feet to a 3/8-inch iron rod found marking the west corner of Lot 9, Wellborn Oaks, 2) S 49° 02' 18" E for a distance of392.33 feet to a 3/8-inch iron rod found marking the west corner of Lot 10, Wellborn Oaks, 3) S 48° 48' 30" E for a distance of 983. 70 feet to a 3/8-inch iron rod found marking the west corner of Lot 12, Wellborn Oaks, 4) S 48° 30' 49" E for a distance of 488.99 feet to a 3/8-inch iron rod found marking the west corner of Lot 13, Wellborn Oaks and 5) S 48° 09' 51" E for a distance of 388.51 feet to a 5/8-inch iron rod found for corner in the west right of way line of Greens Prairie Trail (based on a 100-foot width); THENCE through the said 262.55 acre tract and said 102.00 acre tract and along the west line of Greens Prairie Trail for the following five (5) calls: Old Republic National Title Insurance Company Page 1 Continuation of Schedule A Policy No. TO 1182613 1) 819.86 feet in a counter-clockwise direction along the arc of a curve having a central angle of 46° 30' 34", a radius of 1010.00 feet, a tangent of 434.03 feet and a long chord bearing S 18° 31' 56" Wat a distance of 797.54 feet to a 1/2-inch iron rod set for the Point of Tangency, 2) S 04° 43' 21" E for a distance of 1452.01 feet to a 1/2-inch iron rod set for the Point of Curvature of a curve to the right, 3) 743.74 feet along the arc of said curve having a central angle of 47° 05' 23", a radius of 904.93 feet, a tangent of 394.32 feet and a long chord bearing S 18° 49' 20" Wat a distance of 722.98 feet to a 1/2-inch iron rod set for the Point of Tangency, 4) S 42° 22' 02" W for a distance of 194.62 feet to a 112-inch iron rod set for the POint of Curvature of a curve to the right and 5) 1.40 feet along the arc of said curve having a central angle of 2° 17' 25", a radius of 35.00 feet, a tangent of 0. 70 feet and a long chord bearing S 43° 30' 45" W at a distance of 1.40 feet to a fence corner marking the intersection of the fenced northeast margin of Royder Road (a varying width prescriptive right-of-way) THENCE along the fenced northeast margin of Royder Road for the following thirteen (13) calls: 1) N 67° 00' 21" W for a distance of118.80 feet, 2) N 46° 37' 47" W for a distance of 49.98 feet, 3) N 38° 43' 42" W for a distance of374.45 feet, 4) N 39° 09' 45" W for a distance of 66.70 feet, 5) N 41° 19' 26" W for a distance of185.58 feet, 6) N 26° 07' 30" W for a distance of 24.96 feet, 7) N 73° 21' 29" W for a distance of 18.67 feet, 8) N 75° 19' 02" W for a distance of 19.44 feet to a 36" Post Oak, 9) N 47° 29' 47" W for a distance of 611.80 feet, 10) N 47° 58' 01" W for a distance of 385.49 feet, 11) N 49° 00' 00" W for a distance of 97 .04 feet to a 24" Post Oak, 12) N 47° 23' 35" W for a distance of 655.50 feet and 13) N 39° 13' 11" W for a distance of 10.56 feet to a set 1/2-inch iron rod in the common line of the said 262.55 acre trace and the called 2-3/5 acre tract described as tract two in a release of lien to Johnny Wilborn and wife, Viola Wilborn, recorded in Volume 74, page 95 of the Release Records of Brazos County, Texas. THENCE N 42° 26' 14" E along an interior northwest line of said 262.55 acre tract for a distance of 407.75 feet to a 5/8-inch iron rod set for the east corner of a called 1 acre tract described by a deed to Johnny Wilborn and wife, Viola Wilborn, recorded in Volume 113, page 361 (B.C.D.R.), and the south corner of the beforementioned Vance 2- 3/5 acre tract; THENCE N 47° 33' 46" W along the southwest line of said Vance 2-3/5 acre tract for a distance of 555.00 feet to a 5/8-inch iron rod set for the north corner of a called 1-3/5 acre tract described by a deed to A. D. Tolbert, recorded in Volume 1012, page 621 (B.C.D.R.) and the south corner of a called 9 acre tract as described by a deed to Edsel G. Jones, recorded in Volume 203, Page 155 (B.C.D.R.); THENCE N 42° 26' 14" E along the southeast line of said 9 acre tract for a distance of 630.00 feet to a rock found marking the east corner of said 9 acre tract and an interior west corner of said 262.55 acre tract; THENCE N 47° 33' 46" W along the common line of said 9 acre tract and said 262.55 acre tract for a distance of 630.00 feet to a 5/8-inch iron rod in the southeast line of the beforementioned Vance 1 acre tract marking the north corner of said 9 acre tract; THENCE S 42° 26' 14" W along the northwest line of said 9 acre tract for a distance of 117.33 feet to a 5/8-inch iron rod set for the south corner of a called 1 acre tract as described by a deed to Tommie Townsend and wife, Lessiebell Townsend, recorded in Volume 94, page 404 (B.C.D.R.); Old Republic National Title Insurance Company Page2 ... Continuation of Schedule A Policy No. TO 1182613 THENCE N 47° 33' 46" W along the common line of said Townsend and Vance 1 acre tracts for a distance of209.00 feet to a 5/8-inch iron rod set for the east corner of a called 1 acre tract described by a deed to Tommie Townsend recorded in Volume 120, page 217 (B.C.D.R.) and a southwest corner of a called remainder of a 1 acre tract as described by a deed to Walter Hudlin, WiJJ Hudlin and wife, Mary E. Hudlin, recorded in Volume 221, page 153 (B.C.D.R.); THENCE N 42° 26' 14" E along the common line of said Vance 1 acre tract and said Hudlin tract for a distance of 22.17 feet to a 5f8-inch iron rod set for the east corner of a called 0.622 acre tract as described by a deed to Andrew Chambers and wife, Tommie Dell Chambers, recorded in Volume 562, page 476 (B.C.D.R.), for reference a 1/2-inch iron rod found marking the west corner of said 0.622 acre tract bears N 49° 10' 54 W at a distance of 49.64 feet; THENCE along the common line of said 0.622 acre tract and said Vance 1 acre tract for the following two (2) calls: 1) S 49° 10' 54" E for a distance of 51.62 feet to a 1/2-inch iron rod found and 2) N 40° 58' 56" E for a distance of262.73feettoa1/2-inch iron rod found bent; THENCE N 41° 42' 31" W for a distance of 100.00 feet to a point in the centerline of a private road; THENCE along said private road for the following two (2) calls: 1) N 37° 25' 18" W for a distance of 97.02 feet to a point and 2) N 44° 10' 49" W for a distance of213.79 feet to a 5/8-inch iron rod set in the southeast line of said Greens Prairie Road (a County maintained Public Road); THENCE N 43° 08' 29" E along the southeast line of said Greens Prairie Road for a distance of 1233.11 feet to the POINT OF BEGINNING and containing 171.043 acres of land, more or less. Tract Two: All that certain tract of land lying and being situated in the JESSE BLEDSOE SURVEY, Abstract No. 71, and the SAMUEL DAVIDSON LEAGUE, Abstract No. 13, Brazos County, Texas. Said tract being a portion of a called 262.55 acre tract described as Tract Seven by a Deed to VRV Partuers recorded in Volume 1175, page 653 of the Official Records of Brazos County, Texas, and a portion or a called 102 acre tract as described by a deed to Betty V. Goss, B. F. Vance, Jr. and William R Vance, Trustees of the VRV Trust, recorded in Volume 1020, page 325 of the Official Records of Brazos county, Texas. Said tract being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod found on the southwest line of Woodlake Subdivision, Section One, according to the Plat recorded in Volume 410, page 415 of the Deed Records of Brazos County, Texas, said iron rod found marking the east corner of said 262.55 acre tract and the north corner of a called 50 acre tract as described by a deed to Mary Turner and Wanda Goss, recorded in Volume 2327, page 107 of the Official Public Records of Brazos County, Texas; THENCE S 42° 23' 18" W along the common line of said 262.55 acre tract and said 50 acre tract for a distance of 2583.88 feet to a 5/8 inch iron rod found on the fenced northeast line ofRoyder Road; THENCE along the fenced northeast line of Royder Road for the following calls: N 49° 54' 12" W for a distance of 162.76 feet to a point; N 53° 19' 39" W for a distance of 231.81 feet to a point; Old Republic National Title Insurance Company Page3 ' . ' Continuation of Schedule A Policy No. TO 1182613 N 54° 27' 00" W for a distance of 149.54 feet to a point; N 51° 59' 03" W for a distance of 261.98 feet to a 5/8 Inch iron rod set on the easterly line of Greens Prairie Trail, marking the beginning of a clockwise curve having a Radius of 35.00 feet; THENCE Along the easterly line of Greens Prairie Trail for the following calls: Along said curve through a central angle of 93° 58' 27" for an arc distance of 57.41 feet (Chord bears: N 04° 37' 12" W -51.18 feet) to a 5/8 inch iron rod set marking the ending point of said curve. N 42° 22' 02" E for a distance of 182.81 feet to a 5/8 inch iron rod set marking the beginning of a counterclockwise curve having a Radius of 1004.93 feet; Along said curve through a central angle of 47° 05' 23" for an arc distance of 825.92 feet (Chord Bears: N 18° 49' 20" E -802.87 feet) to a 5/8 inch iron rod set marking the ending point of said curve; N 04° 43' 21" W for a distance of 1452.01 feet to a 5/8 inch iron rod set marking the beginning of a clockwise curve having a Radius of 910.00 feet; Along said curve through a Central Angle of 46° 35' 16" for an arc distance of 739.93 feet (Chord Bears: N 18° 34' 17" E -719.71 feet) to a point on the southwest line of Woodlake Subdivision, Section One, marking the north corner of this herein described tract: THENCE Along the common line of said 262.55 acre tract and Woodlake Subdivision, Section One, for the following calls: S 48° 47' 53" E for a distance of 339.63 feet to a 3/8 inch iron pipe found; S 48° 28' 25" E for a distance of 411.75 feet to a 1/2 inch iron rod found; S 49° 07' 32" E for a distance of 430.31 feet to a 1/2 inch iron rod found; S 49° 00' 25" E for a distance of 554.20 feet to a 3/8 inch iron pipe found; S 48° 41' 19" E for a distance of 621.03 feet to a 1/2 inch iron rod found; S 48" 03' 04" E for a distance of 159.58 feet to the POINT OF BEGINNING, containing 96.00 acres of land, more or less. NOTE: The Company is prohibited from insuring the area or quantity of the land described herein. Any statement in the above legal description of the area or quantity of land is not a representation that such area or quantity is correct, but is made only for informational and/or identification purposes and does not override item No. 2 of ScheduleB. Old Republic National Title Insurance Company Page 4 ... OWNER POLICY OF TITLE INSURANCE SCHEDULER G.F. No. 21282 Policy No. TO 1182613 EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by reason of the terms and conditions of the leases or easements insured, if any, shown in Schedule A and the following matters: l. \. ~d'fhe followffig restrietive eoveBaats of reeore itemed below (We m1:1st either msert speeifie reeoremg eata or delete this U eiteeptioa): 2. Any discrepancies, conflicts, or shortages in area or boundary lines, or any encroachments or protrusions, or any overlapping of improvements. 3. Homestead or community property or survivorship rights, if any, of any spouse of any insured. 4. Any titles or rights asserted by anyone, including, but not limited to, persons, the public, corporations, governments or other entities, a. to tidelands, or lands comprising the shores or beds of navigable or perennial rivers and streams, lakes, bays, gulfs or oceans, or b. to lands beyond the line of harbor or bulkhead lines as established or changed by any government, or c. to filled-in lands, or artificial islands, or d. to statutory water rights, including riparian rights, or e. to the area extending from the line of mean low tide to the line of vegetation, or the rights of access to that area or easement along and across that area. 5. Standby fees, taxes and assessments by any taxing authority for the year 2006, and subsequent years; and subsequent years; and subsequent taxes and assessments by any taxing authority for prior years due to change in land usage or ownership, but not those taxes or assessments for prior years because of an exemption granted to a previous owner of the property under Section 11 .13, Texas Tax Code, or because of improvements not assessed for a previous tax year. 6. Tue following matters and all terms of the documents creating or offering evidence of the matters (We must insert matters or delete this exception.): a. Vendor's lien retained in deed dated December 15, 2005, recorded in Volume 7068, page 220, of the Official Records of Brazos County, Texas from VRV Partners, a Texas partnership to Creek Meadows Partners, L.P. for the benefit of First Victoria National Bank as therein provided and all of the terms, provisions and conditions of said instrument. b. Deed of TrusUSecurity Agreement-Financing Statement dated December 15, 2005, recorded in Volume 7068, page 227, of the Official Records of Brazos County, Texas executed by Creek Meadows Partners, L.P. to Timothy C. Jones, Trustee, for the benefit of First Victoria National Bank as therein provided, and a]) of the terms, provisions and conditions of said instrument. c. Mineral Reservation as set out in deed dated December 15, 2005 from VRV Partners, a Texas partnership to Old Republic National Title Insurance Company ·Page 1 ' . . Continuation of Schedule B Policy No. TO 1182613 Creek Meadows Partners, L.P., recorded in Volume 7068, page 220, Official Records of Brazos County, Texas. Title to this interest not inYestigated subsequent to date of said instrument. d. Easements or claims of easements which are not recorded in the public records of Brazos County, Texas. e. Any portion of subject property lying within the boundaries of a public or private roadway whether dedicated or not. f. The policy will not cover and no liability is assumed for any portion of subject property which lies outside the perimeter fence of said property. g. Easement granted to Lone Star Gas Company by A. & M. Consolidated Independent School District as set out in instrument dated January 8, 1951, recorded in Volume 148, page 479 of the Deed Records of Brazos County, Texas. (as to that portion out of the 2.7 acre tract, 262/107) h. Easement granted to Lone Star Gas Company by B. F. Vance as set out in instrument dated March 20, 1951, recorded in Volume 148, page 491 oftbe Deed Records of Brazos County, Texas. i. Easement granted to the City of Bryan by B. F. Vance as set out in instrument dated April 23, 1956, recorded in Volume 174, page 167 of the Deed Records of Brazos County, Texas. (as to that portion out of the 102 acre parent tract) j. Easement granted to Wellborn Water Supply Corporation by Mrs. Vonnie Ray Vance as set out in instrument dated September 30, 1968, recorded in Volume 273, page 180 of the Deed Records of Brazos County, Texas. k. Easement granted to Wellborn Water Supply Corporation by Mrs. Vonnie Ray Vance as set out in instrument dated July 30, 1971, recorded in Volume 303, page 371 of the Deed Records of Brazos County, Texas. I. Easement granted to Seminole Pipeline Company by Vonnie Ray Vance as set out in instrument dated December 27, 1981, recorded in Volume 508, page 709 of the Deed Records of Brazos County, Texas. m. Easement together with a Relocation Agreement granted to Seminole Pipeline Company by VRV Partners and the County of Brazos as set out in instrument dated August 26, 1996, recorded in Volume 2690, page 165, and supplemented in Agreement dated January 6, 1997, recorded in Volume 2751, page 179 of the Official Public Records of Brazos County, Texas. n. Easement granted to Wellborn Special Utility District by VRV Partners as set out in instrument dated October 8, 1999, recorded in Volume 3645, page 276 of the Official Public Records of Brazos County, Texas. o. Easement granted to Wellborn Special Utility District by VRV Partners as set out in instrument dated March 3, 1999, recorded in Volume 3645, page 284 of the Official Public Records of Brazos County, Texas. (as to that portion lying within the 102 acre parent tract) p. Easement granted to Wellborn Special Utility District by VRV Partners as set out in instrument dated March 19, 1999, recorded in Volume 3645, page 286 of the Official Public Records of Brazos County, Texas. q. Conveyance of mineral & royalty interest from Vonnie Ray Vance to Betty V. Goss, B. J. Vance, Jr. and William R. Vance as set forth in instrument dated August 1, 1979, recorded in Volume 430, page 385 of the Deed Records of Brazos County, Texas. Title to said interest has not been investigated subsequent to date thereof. r. Conveyance of mineral interest from Vonnie Ray Vance to Betty V. Goss, B. F. Vance, Jr. and William R. Old Republic National Title Insurance Company Page 2 ... " Continuation of Schedule B Policy No. TO 1182613 Vance as set forth in instrument dated January 31, 1980 , recorded in Volume 445, page 12 of the Deed Records of Brazos County, Texas. Title to said interest has not been investigated subsequent to date thereof. s. Conveyance of mineral interest from Vonnie Ray Vance to Betty V. Goss, B. F. Vance, Jr. and William R. Vance as set forth in instrument dated March 12, 1981, recorded in Volume 476, page 43 of the Deed Records of Brazos County, Texas. Title to said interest has not been investigated subsequent to date thereof. t. Memorandum of Oil, Gas and Hydrocarbon Lease dated January 22, 1992, between VRV Partners, a Texas General Partnership, owner of the surface estate and B. F. Vance, Jr., William R. Vance and Betty Vance Goss, each individually and as a partner, and WSC Oil & Gas Corporation, recorded in Volume 1427, page 184 of the Official Public Records of Brazos County, Texas. Title to said interest bas not been investigated subsequent to date thereof. u. There is expressly excluded from coverage hereunder, and this Company does not insure title to oil, gas and other minerals of every kind and character in, on and under the property herein described. v. Rights of parties in possession. Countersigned Aggieland Title Company Old Republic National Title Insurance Company Page 3 ~ . . G.F. No. 21282 Old Republic National Title Insurance Company Owner Policy Number: TO 1182613 Premium Amount Rate Rules Property County Liability Date Type Code J 2 3 4 5 6 7 8 $16,728.00 1200 41 $3,403,842.00 1211912005 3210 0700 0710 .. CERTIFICATE OF AMENDMENT TO THE CERTIFICATF: OF LIMITED PARTNERSHIP OF CREEK '.\1EADOWS PARTNERS, L.P. Pursuant to the proYisions or Section 3.051 of the Texas Business Organizations Code. CREEK f\·1EADOWS PARTNl'.RS. 1..P .. a Texas limited partnership (the "Limited Partnership"). files the follo\\ing Certilicatc or Amendment to its Ce11ilica1e of Limited Partnership. ARTICLE I. The name or the Limited Partnership is CREEK \11::..\DOWS P/\RT>JERS. L.J>. The tile number issued to the Limited Partnership hy the Scm:tary or State is 0800583397. The Ce1iilicat1: of I .imitcd Partnership for the Limited Pa11ncrship was tiled on December 13. 2005. The existing regisll:rcd agent of the Limited Pm1nership is Pat Baker. The existing registered or.lice of th e Limited Partnership is 3988 Green Prairie Road West. College Station. Texas 77845. ARTICLE II. The registcn:J agent or the Limited Partnership has been changed to R. K. Lowry, .Ir. The registercd orticc or the Limited Partnership has been changed to 14505 To1Tey Chase Blvd .. Suik 205. l lnuston. Texas 77014. ARl'ICLE Ill. Bexrn Operating. Int:.. a Colmadn corporation. has resigned as general partner or thL' Limited Partnership and as a result thereof Union Gas Corporation. a Texas corporation. is the sole general partner of the Limited Partnership. The name and business address of the sole general partner of the Limited Partnership is as follows: Union Gas Corporation 14505 Torrey ChasL' Bh d. Suite 205 I louston. IX 7701-l . . • ARTICLE IV. The undersigned is the sole general partner of the Partnership and has the authority to tile this Amendment. ARTICLE V. This document will hccome effective \Vhcn the doc ument IS filed by the Secretary or State. f On this 21-~ day or January. 201 1. the undersigned sign this document subject to the penalties imposed hy law for the submi ssion of a materially fa lse or fraudulent instrument. l 1 ~10N GAS CORPORATION, G1.:ncral Partner of Cn.:ck Mcado\\s Partners. L.P. CERTJF1CATE OF LIMITED P ARTNERSHll' RA.DR DEVELOPMEN·f, LTD. a Ttx.3.$ Ii.outed partnerdllp ~ k.i..:L ln the Office of tht; Secretary of State of Texas FEB 2 ts 2001 Corporations Section t. The name of the lintilCd partnership is RADR Developm~t. Ltd. 2. The address of the registered office and the name of the ~gistered agent for service of process thereat is: Randall K. Lowry, Jr. 14.511 Falling Cre.;k, Suite 200 HOl.1.:)\0D, Tel<as 770L4-1280 3. The address of the principal office in the Uoi1ed St.ates ·where records arc to~ k.t:pl or made available is the same address as se\. foith in 2, aboYc. is: 4. The name. mailing addi:ess and stri;ct address of the business of the general pactn.r Union Gas Cozporation 14-511 Falling Creek1 Suite 200 HoustQn, Texas 77014-1280 Executed this 2 l~y of .February, 2001 . UN ION GAS CORPORATION I < c .. - TCEQ Office Use Only Permit No.: RN: CN: Region: Notice of Intent (NOi) for Stormwater Discharges Associated with Construction Activity under TPDES General Permit (TXR.150000) IMPORTANT: • Use the INSTRUCilONS to fill out each question in this form. • Use the CHECKLIST to make certain all you filled out all required information. Incomplete applications WILL delay approval or result in automatic denial. • Once processed your permit can be viewed at: http://www2.tceq.texas.gov/wq dpa/index.cfm ePERMITS: Sign up now for online NOI: htt;ps: //www3.tceq.texas.gov/steers/index.cfm Pay a $225 reduced application fee by using ePermits. APPLICATION FEE: • You must pay the $325 Application Fee to TCEQ for the paper application to be complete. • Payment and NOi must be mailed to separate addresses. • Did you know you can pay on line? • Go to htms://www3.tceq.texas.gov/epay/index.cfm • Select Fee Type: GENERAL PERMIT CONSTRUCTION STORM WATER DISCHARGE NOi APPLICATION • Provide your payment information below, for verification of payment: [!I Mailed Check/Money Order No.:------------- Name Printed on Check:--------------0 EPAY Voucher No.: ________________ _ Is the Payment Voucher copy attached? 0 Yes RENEW AL: Is this NOi a Renewal of an existing General Permit Authorization? (Note: A permit cannot be renewed after June 3, 2013.) 0Yes The Permit number is: TXR.15 ______ _ (If a permit number is not provided, a new number will be assigned.) [!]No 1) OPF.R:\TOR (.\pplicant) a) If the applicant is currently a customer with TCEQ, what is the Customer Number (CN) issued to this entity? You may search for your CN at: http://wwwt2.tceq.texas.gov/cr:pub/index.cfm?fuseaction=cust.CustSearch TCEQ 20022 (03/05/2013) Page1 r I I r ! I I ' .. r• .. I < b) What is the Legal Name of the entity (applicant) applying for this permit? Oldham Goodwin Group, LLC (The legal name must be spelled exactly as filed with the Texas Secretary of State, County, or in the legal document forming the entity.) c) What is the name and title of the person signing the application? The person must be an executive official ~ee~/ignatory requirements in TAC 305.44(a). Prefix(Mr. Ms. MISS).~~· ~- First/Last Name: Chris Rhodes Suffix: ____ _ Title: VP -Construction Management Credential: ------ d) What is the Operator Contact's (Responsible Authority) contact information and mailing address as recognized by the US Postal Service (USPS)? You may verify the address at: http://7,i-p4.usps.com/zip4/welcome.jsp Phone #: (979) 268-2000 ext: _____ Fax #: (979) 846-7020 E-mail: chris@oldhamgoodwin.com Mailing Address: 2800 South Texas Avenue, Ste. 401 Internal Routing (Mail Code, Etc.)=--------------=-------City: Bryan State:~TX=-____ _..ZIP Code:_,_77_,__8_02 _____ _ If outside USA: Territory: _____ Country Code: Postal Code: _____ _ e) Indicate the type of Customer (The instructions will help determine your customer type): D Individual [!]limited Partnership D Sole Proprietorship-DBA D Joint Venture D General Partnership D Corporation D Trust D Estate D Federal Government D State Government D County Government D City Government D Other Government t) Independent Operator? [!]Yes D No (If governmental entity, subsidiary, or part of a larger corporation, check "No".) g) Number of Employees: [!]0-20; 021-100; 0251-500; or 0 501 or higher h) Customer Business Tax and Filing Numbers: {REQUIRED for Corporations and Limited Partnerships. Not Required for Individuals, Government, or Sole Proprietors) State Franchise Tax ID Number: ------------------Feder al Tax ID: ----------------------- Texas Secretary of State Charter (filing) Number:------------ DUNS Number (if known): ------------------ 2) .\l'PLIC.\TION CONT.\CT If TCEQ needs additional information regarding this application, who should be contacted? Is the application contact the same as the applicant identified above? D Yes, go to Section 3). [!]No, complete section below. Prefix (Mr. Ms. Miss): Mr. First/Last Name: _Ra_b_on_M_e_tcal_f ________________ S.uffix: PE Title: _____________________ Credential: ____ -_-_-_-_- TCEQ 20022 (03/05/2013) Page2 I I 1· ~ - l I i '· ,. ' . Organization Name: RME Consulting Engineers Phone No.: (979) 764-0704 ext: ___ Fax Number: (979) 764-0704 E-mail: rabon@rmenj?;i.neer.com MailingAddress:_P_O_B_o_x~9_25~3=-----------------------­ Internal Routing (Mail Code, Etc.):------.=-----------,.,--------City: College Station State:_TX ____ ~ZIP Code:~7~78_4~2 _____ _ Mailing Information if outside USA: Territory: Country Code: _____ Postal Code:. ________ _ 3) REGUL·\TED ENTITY (RE) INFOR{\'1:\.TION ON PRO.JECT OR SITE If the site of your business is part of a larger business site or if other businesses were located at this site before yours, a Regulated Entity Number (RN) may already be assigned for the larger site. Use the RN assigned for the larger site. Search TCEQ's Central Registry to see if the larger site may already be registered as a regulated site at: htt.P: l/wwwi2.tceq. texas.gov /cmub/index.cfm?fuseaction=regent.RNSearcb. If the site is found, provide the assigned Regulated Entity Reference Number and provide the information for the site to be authorized through this application below. The site information for this authorization may vary from the larger site information. a) TCEQ issued RE Reference Number (RN): RN _____________ _ b) Name of project or site (the name known by the community where located): Creek Meadows -Section 3. Phase Two c) In your own words, briefly descnbe the primary business of the Regulated Entity: (Do not repeat the SIC and NAICS code): Urban residential subdivision development d) County (or counties if> i) _B_r_a_zo_s ____________________ _ e) Latitude: 30°31'33.6o"N Longitude: 96°17'23.So'W f) Does the site have a physical address? DY es, complete Section A for a physical addres.s. !!:! No, complete Section B for site location information. ~~J:t~h~~J~Etite$.1li~ i>JiY 1~ta&.~lll.i'?t.4lfe §ii:~:-·~~~ ... · ,~~n: J~~~tt~·,,1~~ ·,·(~[;, " ,!, ':'$,tit\:\~·~ Verify the address with USPS. If the addres.s is not recognized as a delivery address, provide the address as identified for overnight mail delivery, 911 emergency or other online map tools to confirm an address. Physical Address of Project or Site: Street Number: Street Name: ----------------City: State: _____ ZIP Code: ___ _ TCEQ 20022 (03/05/2013) Page3 L 'I I • S' jf®'f-'•.i,if"·~\ ~ ,,.-,:-. 1'.,:J~? "° ''t. •\,;j,i,"'''1.:-t·: •'er>· -.-;.,;!If~· '111:::-t''•" •>~·;~; -~-~lf!!i~·:t¥Jfi:~~;,~~>;'!l!&1\',.:':·>'i!'i ,< :·.)\;JI ' -~9.vPJh!~.:. "'. ll ~J\\ill --_I ~J,.9Ca,_19n rn,~1orw,a lon:;.• · · ;(;'.~-~~·;,~«-· .;._,~·-t~W~,-,.., ..... J._~-•;~~-}~i;.;!tf-i~~\ti; If no physical address (Street Number & Street Name), provide a written location access description to the site. (Ex.: located 2 miles west from intersection of Hwy 290 & IH35 accessible on H 2 o South On the north side of Greens Prairie Trail and approximately 910 L.F. NW of its intersection with Royder Road. e nearest city: State: Texas ZIP Code where the site is located: 7_7_8~4~5 _____ _ 4) GENERAL Cl-L-\lt\CTERISTICS a) Is the project/site located on Indian Country Lands? 0 Yes -If the answer is Yes, you must obtain authorization through EPA, Region 6. [!]No b) Is your construction activity associated with a facility that, when completed, would be associated with the exploration, development, or production of oil or gas or geothermal resources? 0 Yes -If the answer is Yes, you may be under jurisdiction of the Railroad Commission of Texas and may need to obtain authorization through EPA, Region 6. [!]No c) What is the Primary Standard Industrial Classification (SIC) Code that best describes the construction activity being conducted at the site? Primacy SIC Code: _15_2_1 ____ _ d) If applicable, what is the Secondary SIC Code(s): ______________ _ e) What is the total number of acres disturbed? _1~4 _______________ _ t) Is the project site part of a larger common plan of development or sale? 0 Yes -If the answer is Yes, the total number of acres disturbed can be less than 5 acres. [!]No -If the answer is No, the total number of acres disturbed must be 5 or more. If the total number of acres disturbed is less than 5 then the project site does not qualify for coverage through this Notice of Intent. Coverage will be denied. See the requirements in the general permit for small construction sites. g) What is the name of the first water body(s) to receive the stormwater runoff or potential runoff from the site? Peach Creek Tributary 18 h) What is the segment number(s) of the classified water body(s) that the discharge will eventually reach? 12 2 TCEQ 20022 (03/05/2013) Page4 I I- L. .... r r' • ., ' . i) Is the discharge into an MS4? ~ Yes -If the answer is Yes, provide the name of the MS4 operator below. 0No If Yes, provide the name of the MS4 operator: City of College Station Note: The general permit requires you to send a copy of the NOI to the MS4 operator. j) Are any of the surface water bodies receiving discharges from the construction site on the latest EPA-approved CWA 303(d) List of impaired waters? D Yes -If the answer is Yes, provide the name(s) of the impaired water body(s) below. ~No If Yes, provide the name(s) of the impaired water body(s): k) Is the discharge or potential discharge within the Recharge Zone, Contributing Zone, or Contributing Zone within the Transition Zone of the Edwards Aquifer as defined in 30 TAC Chapter 213? D Yes -If the answer is Yes, complete certification below by checking "Yes." [!]No I certify that a copy of the TCEQ approved Plan required by the Edwards Aquifer Rule (30 TAC Chapter 213) is either included or referenced in the Storm.water Pollution Prevention Plan. 0 Yes TCEQ 20022 (03/05/2013) Pages ' I S) CERTIFIC:\TION Check Yes to the certifications below. Failure to indicate Yes to ALL items may result in denial of coverage under the general permit. a) I certify that I have obtained a copy and understand the terms and conditions of the Construction General Permit (TXRl.50000). [!]Yes b) I certify that the full legal name of the entity applying for this permit has been IJrovided and is legally authorized to do business in Texas. [!]Yes c) I understand that a Notice of Termination (NOT) must be submitted when this authorization is no longer needed. [!]Yes d) I certify that a Stormwater Pollution Prevention Plan has been developed, will be implemented prior to construction and to the best of my knowledge and belief is compliant with any applicable local sediment and erosion control plans, as required in the general permit TXR150000. Note: For multiple operators who prepare a shared SWP3, the confirmation of an operator may be limited to its obligations under the SWP3 provided all obligations are confirmed by at least one operator. [!]Yes I Chris Rhodes >·~~~~~~~~~~~~~~~~~~~~ Typed or printed name VP -Construction Management Title certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further certify that I am authorized under 30 Texas Administrative Code 305.44 to sign and submit this document, and can provide documentation in proof of such authorization upon request. Signature: ,___c:J~o's'---'--?7 ............... hcrJt~. f ___ Date: s/ltf; (Use blue ink) TCEQ 20022 (03/05/2013) Page6 . ( I t ' • NOTICE OF INTEXT CHECKLIST (TXR1,30000) • Did you complete everything? Use this checklist to be sure! • Are you ready to mail your form to TCEQ? Go to the General Information Section of the Instructions for mailing addresses. This checklist is for use by the operator to ensure a complete application. Missing information may result in denial of coverage under the general permit. (See NOI process description in the Instructions) !;f)\.·< ?'~~li·-;;~t~.~~:rJ;' ~ ... -< ~:~;::;o;"S:~:!h~i~ ~h:~~)-;. ... .:o1; ~~R ·. : __ ~b£l!j~&$!!,' \~i;:t~t.~·WJ..~,~>~~1t·¥ If paying by Check: [l] Check was mailed separately to the TCEQs Cashier's Office. (See Instructions for Cashier's address and Application address.) [l] Check number and name on check is provided in this application. If using ePay: The voucher number is rovided in this a lication or a co [l] Certification statements have been checked indicating "Yes" [l] Signature meets 30 Texas Administrative Code (TAC) 305-44 and is original. TCEQ-20022 Instructions (03/05/2013) Page 1 I !----· I ' 'I I· TAX CERTIFICATE I Certificate # J 40561 Issued By: KRISTEEN ROE, CTA PH# (979) 361-4470 BRAZOS COUNTY TAX ASSESSOR COLLECTOR 300 E. WM . J BRYAN PKWY BRYAN, TX 77803 Owner ID: 244042 100.00% CREEK MEADOWS PARTNERS LP 15109B SILVER SPRINGS CT COLLEGE STATION, TX 77845-7334 Property Information Property ID: 350167 Geo ID: 001301-0064-0082 Legal Acres: 20.5500 Legal Desc: A001301 , SAMUEL DAVIDSON (ICL), TRACT 64.82, 20.55ACRES Situs: GREENS PRAIRIE TRAIL , OBA: Exemptions: For Entities BRAZOS COUNTY CITY OF COLL. STAT. COLLEGE STATION ISO Value Information Improvement HS: 0 0 0 Improvement NHS: Land HS: Land NHS: Productivity Market: Productivity Use: Assessed Value 390,450 0 0 390,450 Current/Delinquent Taxes This is to certify that, after a careful check of the tax records of this office, the following delinquent taxes, penalties, interes and any known costs and expenses as provided by Tax Code §33.48, are due on the described property for the following taxing unit(s): Year Entity Totals: Effective Date: 09/1712014 Tax Certificate Issued for: CITY OF COLL. STAT. BRAZOS COUNTY COLLEGE STATION ISO Taxable Taxes Paid in 2013 1,663.16 1,903.45 5,1 53.94 Tax Due 0.00 Disc./P&I 0.00 Attorney Fee 0.00 Total Due if paid by: 09/30/2014 This certificate is issued on real estate only. It does not include minerals and/or personal property. Total Due 0.00 0.00 If applicable, the above-described property has/is receiving special appraisal based on its use, and additional rollback taxes may become due based on the provisions of the special appraisal (Comptroller Rule 9.3040) or property omitted from the appraisal roll as described under Tax Code Section 25.21 is not included in this certificate [Tax Code Section 31 .0S(b)]. Pursuant to Tax Code Section 31 .08, if a person transfers property accompanied by a tax certificate that erroneously indicates that no delinquent taxes, penalties or interest are due a taxing unit on the property or that fails to include property because of its omission from an appraisal roll, the unit's tax lien on the property is extinguished and the purchaser of the property is absolved of liability to the unit for delinquent taxes, penalties or interest on the property or for taxes based on omitted property. The person who was liable for the tax for the ear the tax was im osed or the ro e was omitted remains ersonall liable for the tax and for an enalties or interest. A tax certificate issued through fraud or collusion is void. Date of Issue: Requested By: Fee Amount: Reference #: Signature of Authorized Officer of Collecting Office 09/17/2014 OLDHAM GOODWIN GROUP 10.00 Page: 1OF1 True Automation. Inc. Cnv or Cou.J.'.GE STATION Home ofTi:xas A&M Univmiry• FOR OFFICE USE ONLY CASE NO.: \t.\ .-\ '-{ ~ DATE SUBMITTED ITT I 01 I ( y TIME: B : I c;; STAFF: A:r ----'--'-"'-"--------- PLANN ING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. D New Project Submittal D Incomplete Project Submittal -documents needed to complete an application. Case No.: [?' Existing Project Submittal. Case No.: \ '-\ _ \ y 6 ProjectName Cfeek N\eeldow s. Sec..-3 PY\ 7- Contact Name ---------------Phone Number ____________ _ We are transmitting the following for Planning & Development Services to review and comment (check all that apply): D Comprehensive Plan Amendment D Non-Residential Architectural Standards D Rezoning Application D Irrigation Plan D Conditional Use Permit D Variance Request ~ Preliminary Plan D Development Permit Final Plat D Development Exaction Appeal D Development Plat D FEMA CLOMA/CLOMR/LOMA/LOMR D Site Plan ~ Grading Plan D Special District Site Plan D Other -Please specify below D Special District Building I Sign D Landscape Plan INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: D Comprehensive Plan Amendment D Waterline Construction Documents D TxDOT Driveway Permit D Sewerline Construction Documents D TxDOT Utility Permit D Street Construction Documents D Drainage Letter or Report D Easement Application D Fire Flow Analysis D Other -Please specify Special Instructions: 10/10 MEMORANDUM Date: June 27, 2014 TO: RME Consulting Engineers, via: rabon@rmengineer.com FROM : Morgan Hester, Staff Planner SUBJECT: CREEK MEADOWS SEC 3 PH 2 (FP) Staff reviewed the above-mentioned final plat as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review and to be scheduled for a future Planning & Zoning Commission meeting: __.K_ One (1) 24"x36" copy of the revised final plat; __.K_ One (1) 24"x36" grading and erosion control plan ; __.K_ Thirteen (13) 11 "x17" copies of the revised final plat; One (1) Mylar original of the revised final plat (required after P&Z approval); and One (1) copy of the digital file of the final plat on diskette or e-mail to: pdsdigitalsubmittal@cstx.gov. Upon receipt of the required documents for the Planning & Zoning meeting, your project will be considered formally filed with the City of College Station. Please note that this application will expire in 90 days from the date of this memo, if the applicant has not provided written response comments and revised documents to the Administrator that seek to address the staff review comments contained herein. If all comments have not been addressed your project will not be scheduled for a Planning & Zoning Commission meeting. Your project may be placed on a future agenda once all the revisions have been made and the appropriate fees paid. Once your item has been scheduled for the P&Z meeting, the agenda and staff report can be accessed at the following web site on Monday the week of the P&Z meeting. http://www.cstx.gov/pz Please note that a Mylar original of the revised final plat will be required after P&Z approval and prior to the filing of the plat. If you have any questions or need additional information, please call me at 979. 764.3570. Attachments: Staff Review Comments PC: Creek Meadows Partners, LP c/o Randy Lowry, via: chris@oldhamgoodwin.com P&DS Project No. 14-00900148 Planning e!r Devewpment Services P.O. BOX 9960 • 1101 TEXAS AVENUE · COLLEGE STATION •TEXAS · 77842 TJ;T 0707f-.6.::\~71\.PAY 0707f-.6.::\.6.0(.. . " STAFF REVIEW COMMENTS NO. 1 Project: Creek Meadows Section 3 Phase 2 (FP) (14-00900148) PLANNING 1. Please make a note that Lot 1 is for commercial uses based on the 2008 Creek Meadows Concept Plan . Additionally, please include information in the Final Plat Notes about setbacks for this lot if applicable as the notes only mention the residential development of this phase. Revised accordingly (refer to Note #10). Please note that the POD zoning did not change any of the commercial setbacks or buffer requirements therefore standard UDO regulations will apply. 2. A representative of Union Gas Corporation signed the application which would make one assume they are owners. If this is the case, please provide a title report showing this information and include them in the Certificate of Ownership and Dedication. Owner added to same certification (per email from Morgan Hester-6/30/14). 3. Please note that any changes made to the plans that have not been requested by the City of College Station must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that the City has not been made aware of will constitute a completely new review. Acknowledged. 4. Please note that you may be required to submit paid tax certificates if they are not current prior to the filing of your plat. Acknowledged. Reviewed by: Morgan Hester Date: June 20, 2014 ENGINEERING COMMENTS NO. 1 1. Based on the size of the Creek Meadows development, a TCEQ Notice of Intent (NOi) is required . Please submit. Attached. 2. Please submit a Letter of Acknowledgement, Attached. 3. Plat -Should minimum finished floors be noted for the lots near the entrance? Revised accordingly. Please note that these FFE equal the pad elevation set on GP-01 which provide better than 1' of freeboard above the 100-year WSE in the GPT bar-ditch; 4. FYI. .. Final plans need to be stamped and include all necessary City Standard Details. Acknowledged. 5. EC-01 -Please add a note that the Emergency Access in Sec.3, Ph.1 may not be removed until Shady Brook Ln. is accepted by the City and open to the public. Revised accordingly. 6. EC-01 -Add additional erosion control at the rear of the lots on Block 5. Revised accordingly. 7. EC-01 -The stabilized construction entrance needs to meet the City's minimum standards. Deleted the detail on sheet EC-01. City standard attached to plan set. 8. EC-01 -Show and label the existing construction entrance off of Greens Prairie Tri. Designated as a "SC" at requested location. 9. GP-01 -Clearly label the proposed contours along the ditch. Revised accordingly. 10. GP-01 -It is unclear whether the flowlines at the rear of the Block 4 lots are top of grate elevations or flowlines of the 1 O" pipe. Also, more spot elevations are probably needed at the rear of the lots since proposed contours generally aren't shown between the house and the rear of the lots. Revised accordingly. 11 . W-01 -Please verify that an air relief valve is not needed. Negative. Air would not get trapped at this location since Water Line "W2" (north up Shady Brook Pass) continues to move "up-hill". 12. W-01 -Greens Prairie Tri. Should be labeled in profile view. See sheet W-02 for profile view of this portion of the water line. •· ' ~ t < 13. W-01 - A 12"x8" tee is required rather than a TS&V. Also, a 12" valve needs to be added on the main line. Revised accordingly. 14. W-01 -Show and label the encasement in profile. See sheet W-02 for profile view of this portion of the water line. 15. W-02 -Two valves are required on the pipe crossing the street. Revised accordingly. 16. W-02 -The encasement is required to run beyond the roadside ditches. Revised accordingly. 17. W-02 -The waterline crossing Greens Prairie Tri. is supposed to be installed above the main it ties into with a bend such that the carrier pipe can be pulled above the parallel main. Remained the same as originally designed to maximize cover (per phone conversation -7/3/14). 18. S-01 -Provide a plan and profile drawing for Shady Brook Pass showing the new services and flowlines. Data updated in plan view on sheet GN-01 and flowline data of "long side services" added to appropriate profiles on sheet W-01 and W-02. Reviewed by: Erika Bridges Date: June 26, 2014 Emailed comments -Received 6/27 /14 1. Per our conversation this afternoon, since Shady Brook Ln. exceeds 100-ft, a temporary turnaround in an easement will be needed unless Fire and Sanitation say otherwise. Also, the following comment is slightly revised from my previous email: Added on Final Plat and sheets EC-01, GP-01 & ST-01. 2. W-02 -Please verify that the homes at the end of the Shady Brook Pass culdesac are all within 500-ft of a fire hydrant. Revised accordingly. 3. Drainage Report - A couple of the Time of Concentrations look rather large (i.e. Tc for E14= 25 minutes). Can you double the Tc values? Revised accordingly. Replacement sheets and updated Winstorm H&H model attached. 4. Drainage Report -There seem to be a few inconsistencies between the plans and drainage report with regard to the specified inlet lengths: Revised accordingly. a. E13 -> 10' on plans/15' in D.R. b. E14 -> 15' on plans/10' in D.R. c. E17 -> 15' on plans/10' in D.R. ADDRESSING 1. Addresses for this project will be verified and distributed after the final plat has been approved and filed at the Brazos County Courthouse. 2. The proposed street names have been preliminarily approved and will be re-verified prior to filing any plats to ensure no duplicate street names are being created within Brazos County. 3. Block Ranges: 15000 Shady Brook Ln @ 4000 Shady Brook Pass 15000 Shady Brook Ln @ 4100 Shady Brook Pass 15000 Shady Brook Ln @ Greens Prairie Tri Reviewed by: Robin Krause, Permit Technician SANITATION 1. Sanitation is ok with this project. Date: June 11 , 2014 .I .. Reviewed by: Wally Urrutia Date: June 13, 2014 FIRE 1. No comments at this time Reviewed by: Steve Smith Date: June 11 , 2014 Date: TO: FROM: SUBJECT: June 27 , 2014 CITY OF COLLEGE STATION Home of Texas A&M Univmity• MEMORANDUM RME Consulting Engineers, via : rabon@rmengineer.com Morgan Hester, Staff Planner CREEK MEADOWS SEC 3 PH 2 (FP) / Staff reviewed the above-mentioned final plat as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review and to be scheduled for a future Planning & Zoning Commission meeting: One (1) 24"x36" copy of the revised final plat; One (1) 24"x36" grading and erosion control plan; Thirteen (13) 11 "x17" copies of the revised final plat; One (1) Mylar original of the revised final plat (required after P&Z approval); and One ( 1) copy of the digital file of the final plat on diskette or e-mail to: pdsdigitalsubmittal@cstx.gov. Upon receipt of the required documents for the Planning & Zoning meeting, your project will be considered formally filed with the City of College Station. Please note that this application will expire in 90 days from the date of this memo, if the applicant has not provided written response comments and revised documents to the Administrator that seek to address the staff review comments contained herein. If all comments have not been addressed your project will not be scheduled for a Planning & Zoning Commission meeting . Your project may be placed on a future agenda once all the revisions have been made and the appropriate fees paid. Once your item has been scheduled for the P&Z meeting, the agenda and staff report can be accessed at the following web site on Monday the week of the P&Z meeting. http://www.cstx.gov/pz Please note that a Mylar original of the revised final plat will be required after P&Z approval and prior to the filing of the plat. If you have any questions or need additional information, please call me at 979.764.3570. Attachments: Staff Review Comments PC : Creek Meadows Partners, LP c/o Randy Lowry, via: chris@oldhamgoodwin.com P&DS Project No. 14-00900148 Planning e!r Development Services P.O. BOX 9960 • 1101 TEXAS AVENUE · COU .. EGE STATION · TEXAS · 77842 TEL 979.764.3570 ·FAX. 979.764.3496 cstx.gov/devservices STAFF REVIEW COMMENTS NO. 1 Project: Creek Meadows Section 3 Phase 2 (FP) (14-00900148) PLANNING 1. Please make a note that Lot 1 is for commercial uses based on the 2008 Creek Meadows Concept Plan . Additionally, please include information in the Final Plat Notes about setbacks for th is lot if applicable as the notes only mention the residential development of this phase. 2. A representative of Union Gas Corporation signed the application which would make one assume they are owners. If this is the case, please provide a title report showing this information and include them in the Certificate of Ownership and Dedication. 3. Please note that any changes made to the plans that have not been requested by the City of College Station must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that the City has not been made aware of will constitute a completely new review. 4. Please note that you may be required to submit paid tax certificates if they are not current prior to the filing of your plat. Reviewed by: Morgan Hester Date: June 20, 2014 ENGINEERING COMMENTS NO. 1 1. Based on the size of the Creek Meadows development, a TCEQ Notice of Intent (NOi) is required . Please submit. 2. Please submit a Letter of Acknowledgement, 3. Plat -Should minimum finished floors be noted for the lots near the entrance? 4. FYI ... Final plans need to be stamped and include all necessary City Standard Details. 5. EC-01 -Please add a note that the Emergency Access in Sec.3, Ph.1 may not be removed until Shady Brook Ln. is accepted by the City and open to the public. 6. EC-01 -Add additional erosion control at the rear of the lots on Block 5. 7. EC-01 -The stabilized construction entrance needs to meet the City's minimum standards. 8. EC-01 -Show and label the existing construction entrance off of Greens Prairie Tri. 9. GP-01 -Clearly label the proposed contours along the ditch. 10. GP-01 -It is unclear whether the flowlines at the rear of the Block 4 lots are top of grate elevations or flowlines of the 1 O" pipe. Also , more spot elevations are probably needed at the rear of the lots since proposed contours generally aren 't shown between the house and the rear of the lots. 11 . W-01 -Please verify that an air relief valve is not needed. 12. W-01 -Greens Prairie Tri. Should be labeled in profile view. 13. W-01 - A 12"x8 " tee is required rather than a TS&V. Also, a 12" valve needs to be added on the main line. 14. W-01 -Show and label the encasement in profile. 15. W-02 -Two valves are required on the pipe crossing the street. 16. W-02 -The encasement is required to run beyond the roadside ditches. 17. W-02 -The waterline crossing Greens Prairie Tri. is supposed to be installed above the main it ties into with a bend such that the carrier pipe can be pulled above the parallel main. 18. S-01 -Provide a plan and profile drawing for Shady Brook Pass showing the new services and flowlines. Reviewed by: Erika Bridges Date: June 26, 2014 ADDRESSING 1. Addresses for this project will be verified and distributed after the final plat has been approved and filed at the Brazos County Courthouse. 2. The proposed street names have been preliminarily approved and will be re-verified prior to filing any plats to ensure no duplicate street names are being created within Brazos County. 3. Block Ranges: 15000 Shady Brook Ln @ 4000 Shady Brook Pass 15000 Shady Brook Ln @ 4100 Shady Brook Pass 15000 Shady Brook Ln @ Greens Prairie Tri Reviewed by: Robin Krause, Permit Technician SANITATION 1. Sanitation is ok with this project. Reviewed by : Wally Urrutia FIRE 1. No comments at this time Reviewed by: Steve Smith Date: June 11 , 2014 Date: June 13, 2014 Date: June 11, 2014 TO: FROM : SUBJECT: CtTY o i: Co1.u i c 1 ·:STATION Horne of Texas A&M University• MEMORANDUM RME Consulting Engineers, via : rabon@rmengineer.com Morgan Hester, Staff Planner CREEK MEADOWS SEC 3 PH 4 (FP) Thank you for the submittal of your Final Plat -Residential application. Erika, Bridges, Graduate Civil Engineer, and I have been assigned to review this project. It is anticipated that the review will be completed and any staff comments returned to you on or before Tuesday, June 24, 2014. It appears that the proposed 4.256-acre lot is under different corporate ownership. Please submit this documentation and adjust the plat certificates accordingly. If you have questions in the meantime, please feel free to contact us. PC : Creek Meadows Partners, LP c/o Randy Lowry, via: chris@oldhamgoodwin.com P&DS Project No. 14-00900148 Planning & Developme11t Services l'.O. BOX '1%0 • l lOl TEXA~ AVENUF • < :<lLLECE ST-\TION • TEXA" • 77842 TEL. 97'J.764.Yi71) ·FAX. 979.764.34% cst1c.gov/devservices R-4 R Rural R-6 E Estate MHP RS Restricted Slburban 0 GS General Suburban SC R-1B Single Family Residential GC D Duplex Cl T Townhouse BP lvr DEVELOPMENT REVIEW Multi-Famliy High Density M!Ati-FamUy Manufactured Home Park Office Suburban Commercial General Commercial Com mercial-lndustrial Business Park BPI NAP C-3 M-1 M-2 C-U R&D P-MUD Business Park Industrial Natural Areas Protected Light Commercial Light Industrial Heavy Industrial College and Ul')iversity Research and Development Planned Mixed-Use Development 11 CREEK MEADOWS II SEC 3 I lease: 14-148 - - PDD WPC NG-1 NG-2 NG-3 ov RDD KO -200FT Notification Planned Development District Wolf Pen Creek Dev. Corridor Core Northgate Transitional Northgate Residential Northgate Corridor Over1ay Redevelopment District Krenek Tap Overlay FINAL PLAT I vr DEVELOPMENT REVIEW CREEK MEADOWS 11 SEC 3 I I Case: 14-148 FINAL PLAT I Scale: 1 Inch= 225 Fee Area: 14.455 Acres (629,652.00 Square Feet) CLOSED 6-11-2014 BR 14-148 FINAL PLAT CREEK MEADOWS SEC 3 PH 2 27 LOTS ACRES 14.455 Area: 14.455 Acres (629,652.00 Square Feet) Perimeter: 3168.483 Feet Gan= 0.010 GAl' error cannot be greater than 0.10 (See SOP for Exceptions) I. N42°30'30"E 148.06' 2. Nl4°07'42"E 40.95' 3. N36°21'05"E 61.36' 4. N3 l 0 53'53"E 117.48' 5. Nl4°50'08"E 76.91' 6. N2 l 0 24'58"E 50.00' 7. N68°11'19"W Ch20.35' Rad 8. N22°12'24"E 120.00' 9. S70°30'33"E Chl28.41' Rad 10. S74°4l'IO"E 50.00· 11. S76°27'21 "E 68.92' 12. S79°21'49"E 59.67' 13 . s82°05'39"E 60.08' 14. S84°11'30"E 165.62' 15. N88 °55'00"E 55.40' 16. N85 ° l 6'39"E 51.64' 11 . so4°43•21"E 142.07' 18. Sl8°49'20"W Ch722.98' Ri 19. S42°22'02"W 194.62' 20. S85°22'48"W Ch47.75' Rae 21. S44°52'55"W 24.00' 22 . N45 °56'20"W 94.15' 23. N41 °08'28"W 181.52' 24. N38°13'13"W 287.27' 25. N40°13'39"W 121.73' 26. N47°29'30"W 51.94'