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Home My WebLink About14-269Erika Bridges, EIT, CFM City of College Station Planning & Development Services PO Box 9960 College Station, TX 77842 MITCHELL M M MORGAN January 20, 2015 RE: SANITARY SEWER CAPACITY LETTER FOR THE COTTAGES OF COLLEGE STATION PHASE 2 (CRED COMMUNITY APARTMENTS) Dear Erika: A 12" PVC sanitary sewerline is being constructed with the CRED Community Apartment s development located in south College Station, near the Harvey Mitchell Pkwy (FM2818) and Holleman Drive intersection, adjacent to and north of the newly constructed Cottage Lane and Market Street. This line is intended to serve not only the CRED Community Apartments but also the futu r e commercial property east of Holleman. We have attached the site plan and the plan sheets for the sanitary sewer in Appendix A as well as two exhibits to this letter. Exhibit A shows the area to be served along with the projected sanitary sewer demands for these areas, while Exhibit B is a spreadsheet showing the capacity of the sanitary sewerline as designed and the cumulative sewer demands from the commerci al and CRED properties. The values used for Lot 1, Blk 2 & Lot 1, Blk 4 were de r ived from assumpt ions made in the 2011 Capstone Cottages sanitary sewer report . The flow shown in the existing sanitary sewer system (Cottages Development -1.643 cfs) was also taken from that report. A copy of that report is attached as Appendix B. If you have any comments, or would like to discuss this further, please feel free to contact me . ;""''"'''' .::-... -~ ~ .. ?.:...:.~..( ,,,,, Si {I. cerely, .: 4''..·< ... A,.,. "·.~IS'..,. •r, I '* .· 11( ··. ~ I -i * ..... ••••••••••••••••••::·.~··='~ ~·veFioNiY.~.~:~:.~.C?.~~~~-~ ~············· ·er~ ~ ~:... 77689 /!J.J ~ ~Jb ··. "Y «_,Q •• • .ffe ~ or , PE, CF1•11 ~-.. ~G1 s r E.~·~0' ~ Managi ng Partne r ,,,,~s10N~L ~--.: ~\,',''':--~~\ t~ file Cc : .. 3204 EAR L RUDDER FWY. S • COLLEGE STATION , TX 77845 • T 979 .26 0.6963 • F 979 .260.3564 CIV IL ENGI NEERIN G • HYD RAU LI CS • HY DROLOGY • UTILITIE S • STR EETS • SITE PLA NS • SUB DIVISIONS info@m11chellandmorgan com • www m1tchellandmorgan com SANITARY SEWER PIPE CAPACITY SANITARY SEWER DEMANDS CRED CRED Sewer Demand Pipe Pipe Pipe Capacity Pipe Segment Node Contributing to Segment including l&I Diameter (ft) Slope(%) (cfs) (cfs) Building# Node *Avg Demand Peak Demand l&I Peak Demand + l&I (gpd) (cfs) (cfs) (cfs) C8-C7 C-8 0.531 1.000 -0 .3 0 1.9557 ''LOT 1, Block 2 C-8 37 ,728.0 0.233 0.015 0.248 C7 -C6 (CB-C7) + C. 7 0.605 1.000 -0.30 1.9557 "LOT 1, Block 4 C-8 34 ,656 .0 0.214 0.013 0.228 C6-C5 (C7-C6) + (C6-C5) 0.660 1.000 -0 .30 1.9557 Build ino S C-8 4 ,800 .0 0.030 0.002 0.032 C5-C4 (C6-C5) + (C5-C4) 0.842 1.000 -0.30 1.9557 Clubhouse C-8 3,600 .0 0.022 0.001 0.024 C4-C3 (C5-C4) + (C4-C3) 0.846 1.000 -0 .30 1.9557 ••commercial Area F2 C-7 11 ,232 .0 0.070 0.004 0.074 C3-C2 C4-C3 0.846 1.000 -0 .30 1.9557 Buildino A C6-C5 3,600 .0 0.022 0.001 0.024 C2 -C1 C-2 + (C2-C1 ) 1.028 1.000 -0.30 1.9557 Building R C6-C5 4,800 .0 0.030 0.002 0.032 C1-A2 (C2-C 1) + (C1 -A2) 1.032 1.000 -0.30 1.9557 Build ing B C5-C4 3,600 .0 0.022 0.001 0.024 SANITARY SEWER PIPE CAPACITY Bu ildino C C5-C4 3 ,600 .0 0.022 0.001 0.024 Existing Public Sanitary Sewer System Bu ilding D C5-C4 4 ,800 .0 0.030 0.002 0.032 A4-A3 Cottages Dev (1.643 cfs) + (A4 -A3) 1.667 0 .833 -1 .00 2.1958 Building E C5-C4 3,600.0 0.022 0.001 0.024 A3-A2 (A 4-A3) + (A3-A2) 1.698 0.833 -1 .00 2.1958 Buildino F C5-C4 3,6 00 .0 0.022 0.001 0.024 A2-A1 A-2 + (C1 -A2) + (A3-A2) 2.754 1.000 -0.60 2.7658 Bu ildin g G C5-C4 4 ,800 .0 0.030 0.002 0.032 Bu ilding H C5-C4 3,600 .0 0.022 0.001 0.024 Compactor #2 C4-C3 700 .0 0.004 0.000 0.005 Maintence Build ing C-2 700 .0 0.004 0.000 0.005 Building I C2-C1 4,800.0 0.030 0.002 0.032 Bu ilding J C2-C1 6 ,000.0 0.037 0.002 0.039 Bu ilding K C2-C1 4,800 .0 0.030 0 .002 0.032 Building L C2-C1 4,800 .0 0.030 0 .002 0.032 Building M C2-C1 3 ,600.0 0.022 0.001 0.024 Building N C2-C1 3,600 .0 0.022 0 .001 0.024 Compactor #1 C1-A2 700.0 0.004 0.000 0.005 Building Q A-2 3 ,600 .0 0.022 0.001 0.024 Building 0 A4-A3 3 ,600 .0 0.022 0.001 0.024 Building P A3-A2 4 ,800 .0 0.030 0 .0 02 0.032 'Demand was determined based upon intial assumptions with bui lding sewer lo ading . "Commercial area sewer demand = (acreage )'(4800 gdp/acre) EXHIBIT B THE COTTAGES OF COLLEGE STATION SEWER LINE ANALYSIS March 2011 Prepared for: ROB HOWLAND, COO CAPSTONE -CS, LLC 431 OFFICE PARK DRIVE BIRMINGHAM, AL 35223 Submitted to LLEGE TATI N rhe heart of tit Rmarch Valley By MITCHELL MM MORGAN ENGINEERS & CONSTRUCTORS 511 UNIVERSITY DRIVE, SUITE 204 COLLEGE STATION, TX 77840 OFFICE (979) 260-6963 FAX(979)260-3564 APPENDIX B CERTIFICATION This report for the sewer design for the Cottages of College Station Site was prepared under my supervision in accordance with provisions of the Bryan/College Station Unified Des ign Guidelines for the owners of the property. ~~-8~11 Veronica J.B . Org~,lJ,; C.F .M. Registered Professional Engineer State of Texas No. 77689 "!l:-'''' .. •'·•\\ ---"':_~€.or r€: ''' :"'~ .......... ~ ... '•• ; C::J' •• ···*·· ... ....,d' I s •.. · · .. -tr,,, ~*/ ..... ~ z ··············· .. ····················4 ~ VERONIC.A J r MORGAN I l ..... , ........... ··········1 ..... :1! ~ ~\ 77689 /g l ~ 0 \ '9 Q /(!/~ 111 ~--.~G1sre.'r-:; .. ··~ f ,, ''.S:_s.;·········· ~<:s.: h •. 10f\IAL e_ ... --..... ,, 11'(2M°* r\4 4 3 INTRODUCTION The purpose of this sewer report is to present analysis of the san itary sewer infrastructure to be constructed to serve the Cottages of College Station Site located at Holleman Drive and FM2818 . This report will provide ultimate development demand analysis for the sanitary sewerlines to be constructed for this area . The parameters used for design and analysis are those put forth by the Bryan/College Station Unified Design Gu idelines . GENERAL DESCRIPTION Located near the intersection of Holleman Drive and FM2818 , The Cottages of College Station property consists of approximately 135 acres of undeveloped land . The Cottages of College Station property will consists of a mix of retail , commercial and multi-family residential uses . Of this property , the 135 acres will receive sanitary sewer service via the existing 18" sewerline located at the south corner of the property , extended by the 2818 Place Properties project. The proposed sanitary sewer layout consists of two connections to the existing 18 " sanitary sewer line south of the site. The proposed sewer layout will be implemented through gravity flow and is shown in Exhibit 1. SUBBASIN DETERMINATION For this sewer study , the extent includes all areas that can be serviced through the existing 18" sanitary sewer pipe by gravity flow . The extent includes the ultimate development of the Cottages development , including additional areas as shown on the approved Concept Plan (Exhibit 2) for the future multi-family and retail areas. The ultimate deve lopment includes the current Cottages of College Station , five future retail/commercial developments , and three future multi -family use developments . Each of these phases will be defined as a subbasin. Mixed family use subbasins A 1 & A3 will contain approximately 3 acres of open space and will not be included in determining the sewer demand . The Cottages of College Station will contain many small areas within the development due to the onsite proposed sanitary sewer. The existing 18 " sanitary sewer will need to satisfy all demands within the study extent. FLOW CA LC ULA TIONS The Cottages of College Station Subdivision development consists of multi-family , and retail , therefore , demands for those future areas were determined using Method 2 from B/CS Unified Design Guidelines . For the Cottages site plan , the population factor was assumed to be 1 person per bedroom and the total number of bedrooms was used to define the node demands . A generation rate of 100 GPO/cap was used to determine a demand for each node . The sewer demand for the clubhouse building was determined based on area and a 750 gallons per day per acre . For the future multi-family use , subbasins were assumed to contain 20 dwelling units per acre . Therefore , a population factor of 20 was used with a 2 .7 persons per dwelling unit multiplier to determine the subbasin demands . For the retail/commercial land use , a rate of either 2700 gallons per day per acre or 4800 gallons per day per acre were used depending upon the probability that a restau rant use would occupy the area . The demand for each sanitary sewer subbasin was used to define Dry Peak flow and Inflow & Infiltration . Dry Peak flow is defined as Average Daily flow increased by a factor of 4 . l&I was calculated using a fraction of the Average Daily flow , being 25%. The total demand , Wet Peak , included the summation of the Dry Peak flow and l&I. The flow demands for each sewer node are found on Exhibit 3 . T he Cottages of Co llege Stat ion-Ultimate Develo pment Sanitary Sewer Report 1 Pipe capacity was calculated based on pipe diameter and pipe slope . These capacities were then compared to the sanitary demand contributions to each pipe segment. Exhibit 4 illustrates the cumulative demand along the sanitary sewer lines and the corresponding line map can be seen on Exhibit 1. PROPOSED SANITARY SEWER For the proposed sanitary sewer lines, public and private cond itions , based on B/CS Unified Design Guidelines , were used in calculating pipe capacity . The proposed sanitary sewer pipes consisted of 4 ", 6 ", 8", 1 O" and 12" diameter. As shown in Ex hibit 4 , sanitary lines A , B & H will be designed as public facil ities to serve future lots . These lines will service not only the proposed Cottages of College Station Site Plan , but also the future retail , commercial and multi-family developments as well. Although 4 " lines can serve a bulk of the Cottages development we have utilized 6 " lines on Segments GG and JJ to help prevent clogging on these long runs of private sewer lines . CONCLUSION The sanitary sewer system proposed in this report is expected to provide sewer service to the Cottages of College Station , as well as the future retail , commercial and multi- fami ly developments within the subject tract. Assumpt ions and standards were based on the B/CS Unified Design Guidelines . The Cottages of Co ll ege Station-Ultim ate Deve lopm ent Sanitary Sewer Report 2 ATTACHMENTS EXHIBIT 1: EXHIBIT 2 : EXHIBIT 3 : EXHIBIT 4 : Proposed Overall Sewer Layout Conceptual Development Plan Sewer Demands Pipe Capacities The Cottages of College Station-Ultimate Development Sanitary Sewer Report 3 CITY OF COLLEGE S TATIO Home o/Texas A&M University " ..... ~} ~ .~ "··~,;· i. :. FOR OFFICE USE ONLY CASE NO.: I y -2.l.D q DATE SUBMITTED ~-. \0 I ? \ J 1 LI TIME : y :'ss STAFF : __....f\ ........ "\Y,..__ _____ _ FINAL PLAT APPLICATION (Check one) D Minor ($700) D Amending ($700) ~Final ($932) D Vacating ($932) 0Replat ($932) Is this plat in the ET J? O Yes (8) No Is this plat Commercial D or Residential [g] MINIMUM SUBMITTAL REQUIREMENTS: / (8) $700-$932 Final Plat Application Fee (see above). Ml§ $233 Waiver Request to Subdivision Regulations Fee (if applicable). vt8J $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). /[8] 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 . /[8] Six (6) folded copies of plat. (A signed mylar original must be submitted after approval.) Copy of original deed restrictions/covenants for replats (if applicable). i 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). 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. w ·11 1 5u.bJ"1..l + O Paid tax certificates from City of College Station, Brazos County and College Station l.S .D . 'Pri~Y-+-o -F; l ~n5 . /[8] 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 July 2, 2014 & October 1, 2014 NAME OF PROJECT CRED Community Apartments ADDRESS Holleman Drive S SPECIFIED LOCATION OF PROPOSED PLAT: Located at the southwest corner of the intersection of Holleman Drive and Harvey Mitchell Parkway South. APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name Mitchell & Morgan, LLP C/O Veronica Morgan E-mail v@mitchellandmorgan.com Street Address 3204 Earl Rudder Freeway South City College Station State Texas Zip Code _7_78_4_5 ___ _ Phone Number 979-260-6963 Fax Number 979-260-3564 ~--------------- Revised 4/14 Page 1of9 PROPERTY OWNER'S INFO MATION (All owners must be identified . P t.~..ie attach an additional sheet for multiple own ers): Name Crystal Real Estate Development, LLC E-mail wtsao@crystaldeveloper.com Street Address 15151 Surveyor Road, Suite A State Texas C ity Addison --------Zip Code 75001 ------- Phone Number 972-982-2074 Fax Number ----------------- ARCHITECT OR ENGINEER'S INFORMATION : Name Architecture Demarest C/O Franky Lee, PMP E-mail flee@architecturedemarest.com Street Address 2320 Valdina Street City Dallas State Texas Z ip Code 75207 ------- Phone Number 214-748-6655 Fax Number 214-748-5060 ----------------~ Do any deed restrictions or covenants exist for this property? D Yes [gj No Is there a temporary blanket easement on this property? If so , please provide the Volume __ N._'li_'A __ and Page No. __ _ Tota l Acreage _3_2 _.5_A_c_ri_e_s _____ _ Total No. of Lots 1 R-0-W Acreage ____ o ___ _ Ex ist ing Use Vacant -Undeveloped Number of Lots By Zoning District 1 I POD Proposed Use Multi-Family & Commercial I Average Acreage Of Each Residential Lot By Zoning District: 32.5 I POD I __ _ Floodplain Acreage .1'11 aeries -----------------------------------~ Is there Special Flood Hazard Area (Zone A or Zone AE on FEMA FIRM panels) on the property? fX Yes I No This information is necessary to help staff identify the appropriate standards to review the appl ication 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 wh ich is provided in Chapter 245 of the Texas Local Government Code or other applicable law. Is th is application a continuation of a project that has received prior City platting approval(s) and you are requesting the appl ication be reviewed under previous ordinance as applicable? fX Ye s I No If yes , provide information regarding the first approved application and any related subsequent applications (provide additional sheets if necessary): Project Name : The Cottages of College Station C ity Project Number (if known): 08-00500007 Date I Timeframe when submitted : P&Z Approval -February 21 , 2008 Rev ised 4/14 Page 2 of 9 A statement addressing any differences between the Final Plat and Preliminary Plan (if applicable): t ot 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 . f of applicable. 2. The waiver is necessary for the preservation and enjoyment of a substantial property right of the applicant. [or 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.M/kAn alternative pedestrian way or multi-use path has been or will be provided outside the right-of-way ; 2. lflt/>{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. ~ 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 . ~xisting streets constructed to rural section that are not identified on the Thoroughfare Plan with an estate I . 'ffi ~ral context ; s. ~en a sidewalk is required along a street where a multi-use path is shown on the Bicycle , Pedestrian , and ' 'ff Greenways Master Plan ; Revised 4/14 Page 3 of 9 6. ~The proposed development is within an older residential subdivision meeting the c ri teria i n 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 applicable . NOTE: A wa iver 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 Ove rs ize Partic ipation Not applicable. ------------------------------ Total Linear Footage of Parkland Dedication due prior to filing the Final Plat: Proposed Public: __ o_Streets O S idewalks 2, 134 Sanitary Sewer Lines 0 Water Lines O Channels 0 Storm Sewers O Bike Lanes I Paths ACREAGE: NIA No . of acres to be dedicated + $ __ rv._vA __ development fee NIA No . of acres in floodplain NIA No . of acres in detention _N_YA_ No . of acres in greenways OR FEE IN LIEU OF LAND : 432 No . of SF Dwelling Units X $ 731 = $ 315,792 -------- Pending (date) Approved by Parks & Recreat ion Advisory Board NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITTED 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 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 . tJ P. Date Signa?ure and title /D-2'1 -ti CERTIFICATIONS REQUIRED FOR ALL DEVELOPMENT Owner Certification: 1. No work of any kind may start until a perm it is issued . 2. The perm it 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. lf, stormwater mitigation is required, including detention ponds proposed as part of this project, it shall be designed and constructed first i n 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 Regulat ions . 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 PERMIT APPLICATION , ARE , TO THE BEST OF MY KNOWLEDGE, TRUE, AND U ~ [6·Z'1-ll/ ACCU~A E. Prope wn~. Date Engineer Certification: 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. Des ign will not preclude compliance with TPDES : i.e., projects over 10 acres may require a sedimentation basin . 3. The i nformation 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 Co ll ege Station and State and Federal Regulations. 4. I, E ENGINEER, AGREE TO AN~T ALL STATEMENTS HEREIN , AND IN ATTACHMENTS F THE DEVELOPMENT PERMJ ~ . ...-I ~~~r,E. TO THE BEST OF MY KNOWLEDGE , TRUE , AND A URATE. .,, it .·· ·· .. ~ ll f}.~~~~:i~:~~~ lb ( 12tl1 t --Y>t-.J.L.>L.L:..=....JL......;~W-!...-'--'l:""....-=-11'1.......,..;... ... ---r~.o .... IJj ~ \. ~ ~... '9 «-<:) ..-~ ~Date _..i. ''•~ ..... ~~!ST~~_ .... ~; 'Vt F 3 : The following CERTIFICATIONS apply to development in Special Flood Hazard Areas. Required for Site Plans, Final Plats, Construction Plans, Fill / Grading Permits, and Clearing Only Permits:* A. I, certify , as demonstrated in the attached drainage study , that the ed by this permit, shall not: (i ) increase the Base Flood elevation ; (i i) create additional areas of Special Flood Haza rd Area ; (iii) decrease the conveyance capac ity 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 approxi mated to be either areas within 100 feet of the boundary of the regulatory floodway o r areas where t he depth of from the BFE to natural ground is 18 inches or greater; (i v) 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 withou t acceptable compensation as set forth in the City of College Statio n Code of Ord inances , Chapter 13 concerning encroachment into the Special Flood Hazard Area ; nor (v) · rease Base Flood velocities. ~ -:--=:..~ ....... ~-t~~·•t. ' xempted by ordillii'~·iri~· 'on .. ::J~1t.3a of Chapter 13 Code of O rdinances. ;... ... · ..... ·~ #! • • :z _--P. .. { ............................ AN ~ \ \ \J ~ yg~9.~~l?.~.~:~:.~.rcr"~ \ti ~) 'f ~~_.;x.~~~~+-1+1---+>,--\-~~'l.~~~~~--rff;il~ :4J~ ~~~~1--~....._~~~~~~~~~~~ Eng i nee r l't ~ \ If «,.Q/~ ,/Date I O,(',·· ... ~G1sr~"'>·"& ~ ,,, ~s. ............ (;;.~ ..:~ lnl.t1·a1 ''\\'S/ONA\....r----Y"'~ ,,,,,,,, ... D * If a platting-status exemption to th is requirement is asserted , prov ide written j ustification under separate letter in lieu of certification . Required for Site Plans, Final Plats, Construction Plans, and Fill / Grading Permits: B. I, (i ) ~--~~~~~~~~~__,...-~~~ , certify to the follow ing: t an y nonres idential or mu i-f ~~ or proposed to be on this site as part of t his applica ti on is signed to prevent damage to t~~G~or.~bp,tents as a result of flooding from the 100-year storm . ,,. * .· ·. ii ,,, ~ ... ... * ~ {-Je~oNiq~)~i~~!.-cr~~.~ \t};\\ l+ ~--l..J'JC..=...:...::._.:_::~-H_...!~..,...~~~·~· .. ~·:~"·_··_ .. ~·RflB9-: ~ ~~~.z.;-~-~--++l~+-~~~~~~~~~~~ 'I. ~:.. /lf! ~ \ !ft u··. ;y «,.Q •. · ~ s Date \~s.·~~!~'!.!:~~~o/ -ta) tu 1t t': .,.I LA2.. ''' 8/0NA\.. v--tH""' r ~"'1""\"7 Additional certification for Floodway E~t'fda~~ents: C. I, ~( ~ . , certify that the construction , improvement, or fill covered by this permit sha ll not increas'effiebase flood elevation . I will apply for a variance to the Zoning Board of Adjustments . E ngineer Date .... ·•' ·' · ..... -.. #··~.,,.~ .. t.J..1 ' ,!' (. / Required for all projects proposing structures in Special Flood Hazard Area (Elevation Certificate required). Residential Structures: D. I, ~ , certify that all new construction or any substantial improvement of any residential st cture shall have the lowest floor, including all utilities, ductwork and any basement, at an elevation at least one foot above the Base Flood Elevation. Requ ired 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, ~ ~ , certify that all new construction or any substantial improvement of any commerciadndustrial , 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, ~~P<:: , certify that the structure with its attendant utility, ductwork, basement and san ary 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 : Revised 4/14 Paqe 7 of 9 .· : Existing ~ 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 markers.) ~ Drawn on 24" x 36" sheet to scale of 100' per inch . ~ 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. ~ Title Block with the following information : ~ Name and address of subdivider, recorded owner, planner, engineer and surveyor. (8) Proposed name of subdivision . (Subdivision name & street names will be approved through Brazos County 911 .) ~ Date of preparation . ~ Engineer's scale in feet. ~ Total area intended to be developed . North Arrow. Subdivision boundary indicated by heavy lines. If more than 1 sheet , an index sheet showing entire subdivision at a scale of 500 feet per inch or larger. All applicable certifications based on the type of final plat. ~ Ownership and Dedication ~ Surveyor and/or Engineer ~ City Engineer (and City Planner , if a minor plat) ~ Planning and Zoning Commission (delete if minor plat) ~ Brazos County Clerk tfJA Brazos County Commissioners Court Approval (ET J Plats only ) 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. 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 . Location of the 100-Year Floodplain and floodway , if applicable , according to the most recent available data . Lot corner markers and survey monuments (by symbol) and clearly tied to basic survey data . 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 subdivis ion). Proposed .s:µ Streets . Continuous or end in a cul-de-sac , stubbed out streets must end into a temp turn around unless they are shorter than 100 feet. Public and private R.O .W . locations and widths. (All existing and proposed R.O .W .'s sufficient to meet Thoroughfare Plan .) Street offsets and/or intersection angles meet ordinance . Revised 4/14 Page 8 of 9 Existin·g ··~ [g] ; Proposed ~ 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. [g] 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). [gj 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 . [g] Are there impact fees associated with this development? D Yes [gj No Impact fees must be paid prior to building permit. [g] Will any construction occur in TxDOT rights-of-way? D Yes [gj 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 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 Revised 4/14 Page 9 of 9 Additional Ownership Sheet Columbus Pacific Properties C/O Brian Shirken 429 Santa Monica Boulevard, Suite 600 Santa Monica , California 90401 Telephone: (310) 395-2580 Ext. 224 Facsimile: (310) 395-8455 Email : brian@columbuspacific.com Name and T itle Date FOR OFFIC E USE ONLY CASE NO .: ~ • ~\cfl DATE SUBMITIEolti:'tM:\' TIME : L\·SS STAFF: CrTY OF C oll.EGE STATION Hom e o/Tt:<IJS A&M U11ivtrsity• ~-------~ FINAL PLAT APPLICATION (Check one) 0 Minor ($700) D Amending ($700) [RI Final ($932) D Vacating ($932) 0Replat ($932) Is this plat in the ET J? D Yes [81 No Is this plat Commercial D or Residential [81 MINIMUM SUBMITTAL REQUIREMENTS: [81 $700-$932 Fina l Plat Application Fee (see above). M@ $233 Waiver Request to Subdivision Regulations Fee (if applicable). l8J $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). [81 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 . [81 Six (6) folded copies of plat. (A signed mylar original must be submitted after approval.) r~ Two (2) copies of the grading , drainage , and erosion control plans with supporti ng drainage report . I Two (2) copies of the Public infrastructure plans and supporting documents (if applicable). Copy of original deed restrictions/covenants for replats (if applicable). T itle report fo r 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 ownersh ip , liens, encu mbrances, etc. 1,1J'tll 5t.Abrri1+ D Pa id tax certificates from City of College Station , Brazos County and College Station l.S.D . Prltlr t-o f'; I ~nj . [81 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 appl ication, it shall be considered a submittal for the prel iminary plan project and processed and rev iewed 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 July 2, 2014 & October 1, 2014 NAME OF PROJECT CRED Community Apartments ADDRESS Holleman Drive S SPECIFIED LOCATION OF PROPOSED PLAT: Located at the southwest corner of the intersection of Holleman Drive and Harvey Mitchell Parkway South . APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name Mitchell & Morgan, LLP CIO Veronica Morgan E-mail v@mitchellandmorgan .com Street Address 3204 Earl Rudder Freeway South C ity College Station State Texas Zip Code 77845 ------ Phone Number 979-260-6963 Fax Number 979-260-3564 ~-------------~ Rev ised 4/14 Page 1 of9 PROPERTY OWNER'S INFORMATION (All owners must be identified. Please attach an additional sheet for multiple owners): Name Crystal Real Estate Development, LLC E-mail wtsao@crystaldeveloper.com Street Address 15151 Surveyor Road, Suite A City Addison State _Ti_ex_a_s _____ _ Zip Code 75001 ------- Phone Number 972-982-2074 Fax Number ----------------~ ARCHITECT OR ENGINEER'S INFORMATION: Name Architecture Demarest CIO Franky Lee, PMP E-mail flee@architecturedemarest.com Street Address 2320 Valdina Street City Dallas State Texas Zip Code 75207 ------- Phone Number 214-748-6655 Fax Number 214-748-5060 ----------------- Do any deed restrictions or covenants exist for this property? D Yes [.2J No Is there a temporary blanket easement on this property? If so , please provide the Volume __ N_'li_:4 __ and Page No. __ _ Total Acreage _7_4._0_7_A_c_re_s _____ _ Total No. of Lots 2 R-0-W Acreage ____ o ___ _ Existing Use Vacant & Existing Multi-Family Proposed Use Multi-Family ---------------~ Number of Lots By Zoning District 2 POD Average Acreage Of Each Residential Lot By Zoning District: 37.035 I POD . 79 acres Floodplain Acreage ----------------------------------~ Is there Special Flood Hazard Area (Zone A or Zone AE on FEMA FIRM panels) on the property? IX Yes I 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 : The Cottages of College Station City Project Number (if known): 08-00500007 Date I T i meframe when submitted : P&Z Approval -February 21, 2008 Revised 4/14 Page 2 of9 A statement addressing any differences between the Final Plat and Preliminary Plan (if applicable): to/ applicable. Requested waiver to subdivision regulations and reason for same (if aoolicable): Not 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 . f o1 applicable. 2. The wa iver is necessary for the preservation and enjoyment of a substantial property right of the applicant. f ot 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 . f o/ 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. f ot applicable . Fee in lieu of sidewalk construction is being requested because of the following condition (if applicable): 1.N/"AAn alternative pedestrian way or multi-use path has been or will be provided outside the right-of-way ; 2 . Hitft 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. Wfrr_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. ~xisting streets constructed to rural section that are not identified on the Thoroughfare Plan with an estate / . 'f I '~ral context; 5. ~en a sidewalk is required along a street where a multi-use path is shown on the Bicycle, Pedestrian , and ' 'fl Greenways Master Plan ; Revised 4114 Page 3 of9 6. "'JA The proposed development is within an older residentia l subd ivision meeting the criteria in Platting and Replatting within Older Res idential Subdivisions Section of the UDO ; or 7. ~f/A The proposed development contains frontage on a Freeway I Expressway as designated by Map 6.6, Thoroughfare Plan -Functional Classification , in the City's Comprehens ive Plan. Detailed explanation of cond ition identified above : INot applicable. NOTE : A waiver to the sidewa lk requirements and fee in lieu of sidewalk construction shall not be considered at the same time by the Plann ing & Zoning Commission . Requested Overs ize Partlcipation. __ N_o_t a_p_p_li_ca_b_le_. ______________________ _ Total Linear Footage of Parkland Dedication due prior to filing the Final Plat: Proposed Public: _o_Streets 0 Sidewalks 2, 134 Sanitary Sewer Lines 0 Water Lines O Channels 0 Storm Sewers O Bike Lanes I Paths ACREAGE : NIA NIA NIA NIA No . of acres to be dedicated + $ __ N._VA __ development fee No . of acres in floodplain No . of acres in detention No . of acres in greenways OR FEE IN LIEU OF LAND : 432 No . of SF Dwell ing Units X $ 731 = $ 315,792 -------- Pending (date) Approved by Parks & Recreation Advisory Board NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITTED 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 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 . l) p I Signa?ure and title Date 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 PERMIT APPLICATION, ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND ACCURA E. /()-2 C/-1 l/ Date Engineer Certification: 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 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, E ENGINEER, AGREE TO AN~'~T ALL STATEMENTS HEREIN, AND IN ATTACHMENTS F THE DEVELOPMENT PERMI .. I t~~~r,E, TO THE BEST OF MY KNOWLEDGE , TRUE, AND A URATE. f-.~.···· . ··· ... •11l ~*... ... * ~ -....>JtilJ-lLli..:.=..L......:.~f--1--'-"P"-i-=:::::i~~·:..,.:~.:,-~p-::~_:!~-r:~n:i.mo~~:~~~~·i lb ( ~ ll 1 t 'I.~.. :l.J,j~ \/ ~ a·· .. ~ «-<:> /ffi .I Date .J. 11 ~···.~~!ST~~····· ~ ,;" '\it f.- The following CERTIFICATIONS apply to development in Special Flood Hazard Areas. Required for Site Plans, Final Plats, Construction Plans, Fill / Grading Permits, and Clearing Only Permits:* certify, as demonstrated in the attached drainage study, that the ed by th is 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) rease Base Flood velocities. ~' ..,..:;_~ ········ c-t~'~,,~ xempted by ord~,_,.·it\~on{..-i *~'ta of Chapter 13 Code of Ord inances. '.t : ~-............... ~ ~ \ + ~.:.................. GAN ~ \~ '21 \ ~ ~~~9.~~q~-~:~:.~"!'i[-"~~Jli __ _.i.r_=-------+4H--__µ.--'1t--4.i~~~~;.:,.:_--rlN'<MI ;41,';.----+--L..:.-L----------~ E · 11.~\ <:J/W,#Date ngmeer .,, 0,<:.:-.'?~G1s1~~"!.··&~~ '•• ~&· ........... ·~~ ..:"' .....-.• -,& Initial ,,,,~~a~!~ ... ~---~,. f' .. ~ 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 Permits: B. I, (i) f;\'b~\Uv J~ , certify to the following : t any nonres idential or mu i-f ~~ or proposed to be on th is site as part of this application is signed to prevent damage to tt)6:lllfh~1Gi'(or.~bntents as a result of flooding from the 100-year storm . ... ~;.:-i .. -ti,,, /*/ ..... ~ 1..~ ... :· ................. M<:>R°GAN ~ t ~ VER0~~9~A& .......... ,.;,:."~ \t'\ \ ~\ \ ~ '"'"'"'I '"" : .... ;t ---¥-W\J""+-~_,.,_.._-\-'\H-f--------------->--=-~~:....++t---=-~~-=:...-,,_.,~.,.----'j9til6Y-: 41 ii I \ Engineer \ ~". '9 t,<:J/'ji; Date 11•t~&·~~!~:.~~~~C,; ~I\.& 'ft f': 1.Lb_ '''·'~/ONA~~--=-r M~ Y ... \.""'"'f? Additional certification for Floodway Encft'O~cnments: C. I, . . ~I ~ -. , ce~ify that the cons~ruction , i mprov~ment , or fill covered by this permit shall not mcreastffiebase flood elevation . I will apply for a variance to the Zoning Board of Adjustments. Enginee r Date Requ i red fo r all projects proposing structures in Special Flood Hazard Area (Elevation Certificate required). Residential Structures: D. I, ~ 1~ , certify that all new construction or any substantial improvement of any residential str\Jcture 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, ~ R<:.: , certify that all new construction or any substantial improvement of any commerciadndustrial , 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, ~~V , certify that the structure with its attendant utility , ductwork, basement and san ary 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 : Revised 4/14 Pa11e 7 of9 Existing ~ ~ x 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 markers.) vf8J Drawn on 24" x 36" sheet to scale of 100' per inch . 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. x Title Block with the following information: -.jg] Name and address of subdivider, recorded owner, planner, engineer and surveyor. v (gj Proposed name of subdivision. (Subdivision name & street names will be approved through Brazos County 911 .) ~ Date of preparation. ~ Engineer's scale in feet. vf8] Total area intended to be developed. North Arrow. Subdivision boundary indicated by heavy lines. [8J If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger. [8J All applicable certifications based on the type of final plat. (gJ Ownership and Dedication [8J Surveyor and/or Engineer (gJ City Engineer (and City Planner, if a minor plat) [8J Planning and Zoning Commission (delete if minor plat) (gJ Brazos County Clerk ~ Brazos County Commiss ioners Court Approval (ET J Plats only) 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 . 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. Location of the 100-Year Floodplain and floodway , if applicable, according to the most recent available data. Lot corner markers and survey monuments (by symbol) and clearly tied to basic survey data. 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 ~ Streets. Continuous or end i n a cul-de-sac, stubbed out streets must end into a temp turn around unless they are shorter than 100 feet. ~ Public and private R.O.W. locations and widths. (All existing and proposed R.O .W.'s sufficient to meet Thoroughfare Plan.) Street offsets and/or intersection angles meet ordinance. Rev ised 4/14 Page 8 of9 Existing 'f/B' ,_jg] ~ Proposed tfhi 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 . lg] 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 street, alley and/or sidewalk layout of the subdivision . (may be combined utilities). the overall with other ~x Sewer Design Report . ~· Sanitary sewer plan and profile showing depth and grades. overall sewer layout of the subdivision. (Utilities of sufficient One sheet must show the 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. lg] 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). lg] 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. lg] Are there impact fees associated with this development? D Yes lg] No Impact fees must be paid prior to building permit. lg] Will any construction occur in TxDOT rights-of-way? D 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 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 Revised 4/14 Page 9 of9 Additional Ownership Sheet CPP College Station I LLC and CPP College Station II LLC , as Tenants in Common C/O Columbus Pacific Properties , Ltd Brian Shi rken 429 Santa Monica Boulevard , Suite 600 Santa Monica , California 90401 Telephone : (310) 395-2580 Ext. 224 Facsimile: (310) 395-8455 Email : brian@columbuspacific .com CPP College Station I LLC and CPP College Station II LLC , as Tenants in Common By: CPP College St ati on I LLC , Manager By:~~~~~~~~~~~~~~~ Brian Sh irken , Authorized Signer Date Jason Schubert City of College Station Planning and Development Services P.O . Box 9960 College Station , TX 77842 MITCHELL MM MORGAN Re: Crystal Real Estate Development (CRED) Community Apartments: Final Plat Abutting Property Owner Signature Dear Jason , October 31 , 2014 We have reached out to the new owner of The Cottages of College Station regarding their signature on the Final Plat and Replat of the property owned by Crystal Real Estate Development. The two detention ponds were originally platted as part of the Cottages of College Station development, however, were sold to our client as part of their property . In an effort to clean up the platted property lines , we have included Columbus Pacific Properties as an abutting property owner and provided a signature block for them to sign as well as Crystal Real Estate Development. To date our efforts to communicate with Columbus Pacific Properties , include a phone call and email explaining the situation to them on October 16 , 2014 . We sent a follow up email on October 20 , 2014 for which their representative mentioned our information had been forwarded to their counsel and would take a week or so to review . We have since attempted phone calls to offer our assistance and check status on October 27 , 2014 and October 31 , 2014 . We have been unable to reach Columbus Pacific Properties . We would like to proceed forward with our application and the review process while we wait on a response from their representative regarding them signing the application and eventual plat. Based on our conversations to date , we would note that we are not confident we will get their participation with this final plat and replat. If you have any questions or comments , please do not hesitate to call our office at 979-260- 6963 . Veronica J . . or , .E. Manag ing Partner Cc : file 3204 EARL RUDDER FWY. S. • COLLEGE STATION. TX 77845 • T 979 .260 .6963 • F 979 .260.3564 CIVIL ENGINEERING • HYDRAULICS • HYDROLOGY • UTILITIES • STREETS • SITE PLANS • SUBDIVISI ONS info@m1tchellandmorgan com • www m1tchellandmorgan com Corporations Section P.O .Box 13697 Austin , Texas 78711-36 97 Office of the Secreta ry of State CE RTI FI CATE OF F IL ING O F Crystal R eal Estate Development, LLC File Number : 801934310 Nandita Berry Secretary of State The undersigned, as Secretary of State of Texas, hereby certifies that a Certificate of Formation for the above name d Domestic Limited Liability Company (LLC) has been received in this office and has been found to conform to the applicable provisions of law . ACCORDJNGL Y , the undersigned , as Secretary of State, and by virtue of the authority vested in the secretary by law, hereby issues this certificate evidencing fi ling effective on the date shown below. The issuance of this certificate does not authorize the use of a name in this state in violation of the rights of another un der the federal Trademark Act of 1946, the Texas trademark law, the Assumed Business or Professional Name Act, or the common law. Dated : 02/14/2014 Effective : 02/14/2014 Phone : (512) 463-5555 Prepared by: Virginia Tobias andita Berry Secretary of State Co m e visit us on th e intern e t at http ://ww w.sos.state.tx.us/ Fax : (512) 46 3-5709 Dial: 7-1-1 for Relay Services TID : 10306 Document: 529591280002 Corporations Section P .O.Box 13697 Austin , Texas 78711-3697 February 18 , 2014 Attn : LAM, PO & XU CPAS LAM, PO & XU CPAS Office of the Secretary of State 1170 CORPORATE DR. W, STE 204 Arlington, TX 76006 USA RE : Crystal Real Estate Development, LLC File Number : 801934310 Nandita Berry Secre tary of State It has been our pleasure to file the certificate of formation and issue the enclosed certificate of filing evidencing the existence of the newly created domestic limited liability company (lie). Unless exempted , the entity formed is subject to state tax laws , including franchise tax laws . Shortly, the Comptroller of Public Accounts wi ll be contacting the entity at its registered office for information that will assist the Comptroller in setting up the franchise tax account for the entity . Information about franchise tax, and contact information for the Comptroller 's office, is available on their we b site at http ://window . state . tx. us/taxinfo/fra nchise/ind ex.html. The entity formed does not file annual reports with the Secretary of State. Documents will be filed with the Secretary of State if the entity needs to amend one of the provisions in its certificate of formation . It is important for the entity to continuously maintain a registered agent and office in Texas . Failure to maintain an agent or office or file a change to the information in Texas may result in the involuntary termination of the entity. Ifwe can be of further service at any time, please let us know. Sincerely, Corporations Section Business & Public Filings Division (512) 463-5555 Enclosure Com e visit us on th e internet athttp://www .sos.state.tx.us! Phone: (512) 463-5555 Prepared by : Virginia Tobias Fax : (512) 463-5709 Dial : 7-1-1 for Rela y Services TID : 10285 Document: 529591280002 Secretary of State P.O. Box 13697 ustin, TX 78711-3697 FAX: 512/463-5709 Filing Fee : $300 Certificate of Formation Limited Liability Company Article 1 -Entity Name and Type Filed in the Office of the Secretary of State of Texas Filing#: 801934310 02/14/2014 Document #: 529591280002 Image Generated Electronically for Web Filing he filing entity being formed is a limited liability company . The name of the entity is : !Crystal Real Estate Development, LLC I I Article 2 -Registered Agent and Registered Office jW'..A::-file initial re gisiereci agen·i -is aii-organfzatio-ii (c-annoi be -co.mpa_ii_y n-amed above). by tiie -narT1e of: jLam, Po & Xu, CPA's OR lrJ B. The initia l regist ered agent is an individual resident of the state whose name is set forth below : [ ------·--·--· .. ·---· ... ... [c . 'T'fie busines-s address -of'the reg-ister-ed ag -ent andtfie--re gTstereci office ·add ress is: .. .. --. --- ~treet Address: 170 Corporate Dr W Ste 204 Arlington TX 76006 I' ----.. --.. -··-· -·--···------------------·------------· -·--·--·------·--·-.. ... .. .. Consent of Registered Agent iflA. A copy of t he consent of regisie-red agent is -attac-hed . -----. -------------· ---· OR !R;s. The conse nt of the registered agent is mainta in ed by the entity . I Article 3 -Governing Authority IR;A. The limited liability co mpany is to be managed by managers . OR ~B . The limited li ability company will not have managers . Management of the company is reserved to the members. The names and addresses of the governing persons are set forth below: I . .. .. ... .. !Title : .. 1Manager 1: Zhen ming Wang Manager I b ddress : 6205 Jacqueline Dr Plano TX, USA 75024 ' ... (Manager2 : Limin Mao rrn1e : Manager ' ~ddress : 6205 Jacqueline Dr Plano TX, USA 75024 r ---------------------------------......... ·--------------..... ----------· ----.. ---· --·-· ·----------... ---~-iti~~--·riii'an-ager------------ 1Manager 3 : Peng Chen ~ddress: 6205 Jacqueline Dr Plano TX, USA 75024 I M" . iManager 4: mgqmg Zhong !Title : Manager ~ddress: 6205 Jacqueline Dr Plano TX, USA 75024 I Article 4 -Purpose -------~~~----------~~-~~~--------~- he purpose for which the company is organized is for the transaction of any and all lawful business for which limited liability companies may be organized under the Texas Business Organizations Code . Supplemental Provisions / Information The attached addendum , if any , is incorporated herein by reference .] [-···-----··· --···-·--··-·-·· --···-·· ·-····-·-·--.. -· . --·····-... ··-organizer .. -·· --··-·-·-·---· tT he name and address of the organizer are set forth below. µim Xu 1170 Corporate Dr W Ste 204 Arlington, TX 76006 Effectiveness of Filing jMA. This document becomes effective when the document is filed by the secretary of state . OR .J B . This document becomes effective at a later date , which is not more than ninety (90) days from the date of its igning . The delayed effective date is : Execution he undersigned affirms that the person designated as registered agent has consented to the appointment. The undersigned signs this document subject to t he penalties imposed by law for the submission of a materially false or raudulent inst rument and certifies under penalty of perjury that the undersigned is authorized under the provisions of 1iaw governing the entity to execute the filing instrument. imXu Signature of Organizer FILING OFFICE COPY ' 1'A 1 A M \: e th und rsigned , b in ' all th Manag ·r th t fi 11 w h reby au thorLZ the a tion. and r lutiou ch atta h d ini t ialed p. ge : R :.0 that Mr. Zh nming Wang r Mr. Bin and al • urc~m 'Ill n pany, by our ignature_ itt n o ut in full below r on anu i. amhori7 . a . ontra t Ii r thL" prop rty t 81) k I. containing approxima t ly June anager C mpan. ea! anag ers: Plea e initial an u uent a tion pa T th n ign tbi page. Ad i · onal p ag~ a ach d: [KJ o 0 Yes , pag s of add itiona l ac ti ons. 1~ lin fth 1ana er r g "'-17 DELETION OF ARBITRATION PROVISION (Not applicable to the Texas Residential Owner's Policy) Arb itr ation is a common fonn of alternat ive dispute resolution. It can be a quicker and cheaper means to settle a dispute with your Title Insurance Company. However, if you agree to arbitrate, you give up your right to take the Title Company to court and your rights to discovery of evidence may be limited in the arb itr ation process. In addition, you cannot usually ap peal an arbitrator's award . Your policy contains an arbitration prov1s1on (shown below). It allows you or the Company to require arbitration if the amount of insurance is $2,000,000 or les s. If yo u want to retain your right to sue the Company in case of a dispute over a claim , you must request deletion of the arbitration provision before the policy is issued. You can do this by signing this form and returning it to the Company at or before the clo sing of yo ur real estate transaction or by writing to the Company. The arbitration provision in the Policy is as follows: "Either the Company or the Insured may demand that the claim or controversy shall be submitted to arbitration pursuant to the Title Insurance Arbitration Rul es of the American Land Title Association ("Ru les"). Except as provided in the Rules, there shall be no joinder or consolidation with claims or controversies of other persons . Arbitrab le matters may include, but are not limited to , an y controversy or claim between the Company and the Insured arising out of or re lating to this policy, any service in connection with its issuance or the br~~ch o~ a policy provision , or to an y other controversy or claim aris in g out of the transaction giving nse to thi s policy. All arbitrab le matters when the Amount oflnsurance is $2 ,000 ,000 or le ss _shall be arbitrated at the option of either the Company or the In sured , unless the Insured is an individual person (as disting ui shed from an Entity). All arbitrable matte rs when the Amount of Insurance is in excess of $2 000 000 shall be arbitrated only when agreed to by both the '. '. h. 1. d d the Rules shall be Company and the Insured. Arbitration pursuant to t 1s po icy an un er . b binding upon the parties. Judgment upon the award rendered by the Arb1trator(s) may e entered in any court of competent jurisdiction." DATE S\GNATURE . t for Title Insurance FORM T -7: comnutmen Owner's Policy Of Title Insurance Issued by OLD REPUBLIC NAT IONAL TITLE INSURANCE COMPANY Policy Number: TQ-08065858 Fiie Number: 2014-37 Any notice of claim and any other notice or statement in writing required to be given the Company under this Policy must be given to the Company at the address shown in Section 18 of the Conditions. COVERED RISKS SUBJECT TO THE EXCLUSIONS FROM COVERAGE . THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE BAND THE CONDITIONS, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a Minnesota corporation (the 'Company ') insures. as of Date of Policy and. to the extent stated in Covered Risks 9 and 10 , afte r Date of Policy, against loss or damage, not exceeding the Amount of Insurance, sustained or incurred by the Insured by reason of: 1. Title being vested other than as stated in Schedule A. 2. Any defect in or lien or encumbrance on the Title . This Covered Risk includes but is not limited to insurance against loss from : (a) A defect in the Title caused by: (i) forgery, fraud , undue influence, duress , incompetency , incapacity or impersonation; (ii) failure of any person or Entity to have authorized a transfer or conveyance ; (iii) a document affecting Title not properly created, executed, witnessed, sealed, acknowledged, notarized or delivered ; (iv) failure to perform those acts necessary to create a document by electron ic means autho rize d by law; (v) a document executed under a falsified, expired or otherwise invalid powe r of attorney; (vi) a document not properly filed , recorded or indexed in the Public Records including failure to perform those acts by electronic means authorized by law; or (vi i) a defective judicial or administrative proceed in g. (b) The lien of real estate taxes or assessments imposed on the Title by a governmental authority due or payable , but unpaid . (c) Any encroachment, encumbrance, violation , variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land . The term 'encroachment ' includes encroachments of existing improvements located on the Land onto adjoining land , and encroachments onto the Land of existing improvements loca ted on adjoining land . (d) Any statutory or constitutional mechanic's , contractor's, or mater ia lman's lie n for labor or materials having its inception on or before Date of Pol icy. 3. Lack of good and indefeasible Title . 4. No right of access to and from the Land . 5. The violation or enforcement of any law, ordinance, permit. or governmental regulation (including those relating to buitding and zoning) restricting , regulating, prohibiting or relating to : (a) the occupancy, use or enjoyment of the Land; (b) the character, dimensions or locat ion of any improvement erected on the Land ; (c) subdivision of land ; or (d) environmental protection if a notice. describing any part of the Land. is recorded in the Public Records setting forth the violation or intention to enforce. but only to the extent of the violation or enforcement referred to in that notice . ' 6. An enforcement action based on the exercise of a governmental police power not covered by Covered Risk 5 if a notice of the enforcement action, desc ri bing any part of the Land , is recorded in the Public Records, but only to the extent of the enforcement referred to in that notice . Issued through the Office of: Policy Issuer: MOODY NATIONAL TITLE 6363 WOODWAY SUITE 250 HOUSTON, TX 77057 PHONE: 713-977-1700 ORTFormT-1 Owner Po licy of Tide Insurance Effective 1-3-2014 COMPANY, L.P . Old Republic National Title Insurance Co. Home Office tssue OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY A Stock Company 400 Second Avenue South, Minneapolis, Minnesota 55401 (612)371-1111 President Secretary 7. The exercise of the rights of eminent domain if a notice of the exercise , describing any part of the Land, is recorded in the Public Records. 8. Any taking by a governmental body that has occurred and is bind ing on the rights of a purchaser for value without Knowledge. 9. Title being vested other than as stated in Schedule A or being defective: (a) as a result of the avoidance in whole or in part, or from a court order providing an alternative remedy, of a transfer of all or any part of the title to or any interest in the Land occurring prior to the transaction vesting Title as shown in Schedule A because that prior transfer constituted a fraudulent or preferential transfer under federal bankru ptcy , state insolvency or sim ilar creditors' rights laws; or (b) because the instrument of transfer vesting Title as shown in Schedu le A constitutes a preferentia l transfer under federal bankruptcy, state insolvency or similar creditors' rights laws by reason of the failure of its recording in the Public Records: (i) to be ti mely, or (ii) to impa rt notice of its existence to a purchaser for value or a judgment or lien creditor . 10 . Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or re corded in the Public Records subsequent to Da te of Policy and prior to the recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The Company will also pay the costs, attorneys' fees and expenses incurred in defense of any matter insured against by this Policy, but only to the extent provided in the Conditions . 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. permit, or governmental regulation (including those relating to building and zoning) restricting , regulating, proh ibiting or re lating to: (i) the occupancy, use. or enjoyment of the Land; (ii) the character. dimensions or location of any improvem ent erected on the Land; (iii) subdivision of land; or (iv) environmental protection; or the effect of any vio lation of these laws. ordinances or governmenta l regulations . This Exclusion 1 (a) does not mod ify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1 (b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain . This Exclusion does not modify or limit the coverage provided under Covered Ris k 7 or 8. 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 Pub lic Records at Date of Po licy, but Known to the Insured Claimant and not disc losed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Ins ured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 1 O); or (e) resulting in loss or damage th at would not have bee n sustained if the Insured Claimant had paid value for the Title . 4. Any claim, by reason of the ope ration of federal bankruptcy, state insolvency, or similar creditors' rights laws . that the transaction vesting the Tit le as shown in Schedule A, is: (a) a fraudulent conveyance or fraudulent transfer; or (b) a preferential transfer for any rea son not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Reco rds that ves ts Title as shown in Schedule A. 6. 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 Unmarketab le Tit le. CONDITIONS 1. DEFINITION OF TERMS. The following terms whe n used in this policy mean: (a) "Amo unt of Insurance ": the amount stated in Schedule A. as may be increased or decreased by endorsement to this policy, increased by Section 8(b), or decreased by Sections 1 0 and 11 of these Conditions . (b) "Date of Policy": The date designated as "Date of Policy" in Schedule A. (c) "Entity': A corporat ion, partnership, trust. limited l iab ility company or other similar legal entity. (d) "Insured ': the Insured named in Schedule A. (i) The term "Insured " a.Isa includes: (A) successors to the Title of the Insured by operation of law as distinguished from purchase, including hei rs, devisees , survivors. personal representatives or next of kin ; (B) successors to an Insured by dissolut ion. merger. consolidation, distribution or reorganizat ion; (C) successors to an Insured by its conversion to another kind of Entity; (D) a grantee of an Insured under a deed delivered wi t hout payment of actual valuable consideration convey ing the Titl e; (1) If the stock , shares, memberships , or other equity interests of the grantee are wholly - owned by the named In sured, (2) If the grantee wholly owns the named Insured, (3) If th e grantee is wholly -own ed by an affiliated Entity of the named Insured, pro vided the affiliated Entity and the named In sured are both wh olly-owned by the same pe rson or Entity, or (4) If the grantee is a trustee or beneficiary of a trus t created by a wr itte n instrument established by the Insured named in Schedule A for estate planning purpo ses . (ii) With regard to (A). (B), (C) and (D) reserving , however, all rights and de fenses as to any successor that the Company would have had against any predecessor Insured . (el 'In sured Claimant": an Insured claiming loss or damage . (f) 'Knowledge' or 'Known": actua l know ledge, not constructive know ledge or noti ce that may be impu te d to an In sured by reason of the Public Reco rd s or any othe r records that impart constructive notice of matters affe cti ng the Ti tle . (g) 'Land ': the land de scr ibed in Schedule A, and affixed improvements t hat by law constitute real property. The term 'Lan d" does not include any property beyond th e lines of the area descr ibed in Schedu le A, no r any right. title, interest. es tate or easement in abutt ing streets. roads, avenues. al leys , lanes , ways or waterways, but this does not modify or limit the extent that a right of access to and from the Land is insu red by this policy. (h) "Mortgage": mortg age, dee d of tru st. trust deed , or other security instrument. includi ng one evidenced by electronic means author ized by law. (i) "Public Records": records established und er state stat utes at Date of Po licy for the purpose of impa rti ng constructive notice of matters relating to real property to purchasers for va lue and without Kno wled ge . With respect to Covered Risk 5(d), 'Public Records " sha ll also include environmenta l protection l iens filed in the recor ds of the clerk of the Uni ted States District Court for the dist rict where the La nd is located. (j ) 'Title ': the estate or interes t described in Schedule A. (kl "Unmarketable Title": Title affected by an alleged or apparent matter that woul d permi t a pro spec tive purchaser or lessee of th e Title or lender on the Tit le to be re leased from the obligation to purchase . leas e or lend if the re is a contractual condition requiring the delivery of marketab le title. 2. CONTINUATION OF INS URANCE. The coverage of this policy shal l continue in force as of Date of Policy in favo r of an Insured, but on ly so long as the Insured reta in s an estate or in terest in the Lan d, or holds an obligation secure d by a purchase money Mortgage given by a pu rchaser from the In sured , or only so long as the Ins ur ed shall have liab ility by reas on of warranties in any transfer or conveya nce of the Title . This policy shal l not continue in force in favor of any purchaser fro m th e Ins ure d of either (i ) an estate or in tere st in the Land, or (ii) an obligation secured by a purchase mon ey Mortgage given to th e In sured . 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLA IMAN T. The Insured shall notify the Company pro mpt ly in writing (i) in case of any litigation as se t forth in Sec t ion 5(a) below. or (ii) in case Kno wledge sha ll come to an Ins ured hereunder of any claim of title or interest that is adverse to the Title , as in sured, and that might cause loss or damage for which the Company may be liabl e by virtue of this pol icy . If th e Company is prejudi ced by the failure of the Insured Claimant to provide prompt notice, the Comp any's liability to the Insured Claimant under th e policy shall be reduce d to the extent of the prejud ice. When , afte r the Date of the Policy , the In sured notifies the Com pany as required herein of a lien, encumbrance, adverse claim or other defec t in Title insured by this po licy that is not excluded or excepted from the cover age of this pol icy, the Company sha ll promptly investigate the charge to determine whe ther t he lien, encumbrance, adverse claim or defect or other matter is valid and not barred by law or statute. The Compa ny shall notify th e Insured in writing , within a reasonable t ime, of it s determination as to the validity or inva lidity of the lnsured's claim or charge under t he policy. If the Company co nclud es that the lien , encumbrance, adverse claim or defect is not cove red by this policy, or was otherw ise addressed in the closing of the transaction in co nnecti on with whi ch this policy was issued , the Co mpany sha ll specifically advise the Insured of the reasons for its determinatio n. If the Company conc ludes that the lie n. encumbrance, adverse claim or defe ct is valid , the Company shall take one of the following actions: (i) institute the necessary pro ceedings to clear th e lien , encum branc e, adve rse claim or defect from the Title as insured; (ii) indemni fy the Insured as provid ed in th is policy; (iii) upon payment of appro priate prem ium and charges therefore , issue to the Insured Claimant or to a subse quent owner, mortgag ee or holder of the estate or interest in the Land insured by th is policy, a po licy of tit le in surance without exception for the l ien. encumbrance. adverse claim or defect. sai d policy to be in an amount equa l to the curre nt value of the Land or, if a loan po li cy, the amount of the lo an; (iv) indemni fy another title insurance company in co nnection with its iss uan ce of a policy(ies) of title insurance without exception for the lien , enc umbrance, adverse cla im or defect; (v) secure a rele ase or other document discharging the lien , encumb ran ce, adverse claim or defect; or (vi ) undertake a combination of (i) through (v) herein. 4. PROOF OF LOSS. In the event th e Company is unable to determine th e amount of loss or damage, the Company may, at its option, re qu ire as a co nditi on of pay ment tha t the In sured Claimant furnish a signed proof of loss. The proof of loss must descr ibe the defect , lien . enc umbran ce or other ma tte r insured against by this policy that const itu tes the basis of loss or dam age and sha ll stat e, to the extent possible. the bas is of ca lculating the amount of the lo ss or damage. 5. DEFENSE AND PROSECUTION OF ACTIONS. (a) Upon written request by the In su red , and subject to the options conta ined in Sections 3 and 7 of these Condit ions, the Company, at its own cost and without unreasonable de lay, shall provide for the defense of an Insured in litigation in which any thi rd party asserts a claim covered by this policy adverse to the In sured. This obligation is limited to only those stated causes of action alleging matters insured against by this policy. The Company shall have the right to select counsel of its choice (subject to the right of the Insured to object for reasonable cause) to represent the Insured as to those stated causes of action . It 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 t he Insured in the defense of those causes of action tha t all ege matters not insured against by this policy. (b) The Company shall have the right , in addition to the options conta ined in Sections 3 and 7. at its own cost. to institute and prosecute any action or proceed ing or to do any other act that in its opinion may be necessary or desirab le to establish the Title, as insured, or to prevent or reduce loss or damage to the Insured . The Company may take any appropriate action under the terms of thi s policy , whether or not it shall be li ab le to the Insured. The exercise of these rights shall not be an admission of liability or waiver of any provision of this policy . If the Company exercises its righ ts under this subsection, it must do so diligently. (c) Whenever the Company brings an action or asserts a defens e as required or permitted by th is policy, the Company may pursue the liti gation to a final determinat ion by a court of competent jurisdiction and it express ly reserves the right, in its sole discretion . to appeal from any adverse jud gmen t or order. 6. DUTY OF INSURED CLAIMANT TO CO OPERA TE. (a) In all cases where th is policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding and any appeals, the Insured shall secure to the Company the right to so prosec ut e or provide defense in the action or proceeding , inc luding the right to use, at its option, th e name of the Insured for this purpose . Whenever requested by the Company, the Insured. at the Company's expen se. shall give the Company all reasonable aid (i) in securing evidence , obtaining witnesses, prosecuting or defending the action or proceeding, or effecting sett lement, and (ii) in any other lawful act that in the opin ion of the Company may be necessary or desirable to establi sh the Title or any other matter as insured . If the Company is prejudiced by the failu re of the Insured to furnish the required cooperat ion . the Company's obligations to the Insured under the policy shall terminate. including any liab ility or obligation to defend, prosecute, or continue any litigation, with regard to the ma tte r or matters requiring such cooperation . (b) The Company may reasonably requ ire the Insured Claimant to submit to examination under oath by any authorized represen tative of the Company and to produce for examinat ion, inspection and copying, at such reasonable times and places as may be designated by the authorized representative of the Company, all records, in whatever med ium maint ained, including books. ledgers, checks, memoranda, correspondence, reports, e-mails, disks, tapes, and videos whether bearing a date before or after Date of Policy , that reas onably pertain to the loss or damage . Further. if requested by any autho rized representative of the Company, t he Insu red Claimant shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all of these records in the custody or control of a third party that reas onab ly pertain to the loss or damage . All information designated as confidential by the Insured Claimant provid ed to 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 examinat ion under oath , produce any reasonably requested informa tion or grant permission to sec ure reasonably necessary information from third parties as required in this subsecti on. unless prohib ited by law or governmental regulation, shall terminate any liab il ity of the Company under this polic y as to that claim. 7. OPTIONS TO PAY OR OTHERWISE SITTLE CLAIMS; TERM/NATION OF LIABILITY In case of a claim under th is policy , the Company shall have the following additiona l opt ions: (a) To Pay or Tender Payme nt of the Amount of Insurance . To pay or tender payment of the Amount of Insurance unde r this policy togeth er with any costs, attorneys' fees and expenses incurr ed by the Insured Claimant that were author ize d by the Compa ny up to the ti me of payment or tender of payme nt and that the Company is obligated to pay . Upon the exerci se by the Company of this option, all liability and obligations of the Company to the Insured un der this pol icy, other than to make the payment required in this subsec tion, shall terminate, including any liabi lity or obligation to defe nd, prosecute. or continue any lit igation. (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 th is policy. In addition, the Company will pay any costs, attorneys' fees and expenses incurred by the Insured Claimant that were authorized by the Company up to th e time of payment and that the Company is obligated to pay; or (ii) to pay or otherwise settle with the Insured Claimant the los s or damage provided for unde r this po li cy, together with any costs, attorneys' fees and expenses incurred by the In sured Claiman t that were aut horized by the Company up to the time of payment and that the Company is ob ligated to pay. Upon the exercise by the Co mp any of either of the options provided for in subsection s (b)(i) 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 term inate, including any liability or obligat ion to defend. prosecute or continue any litigation. ' 8. DETERMINATION AND EXTENT OF LIABILITY. This policy is a contract of indemnity against actual monetary lo ss or damage susta ined or incurred by the Insured Clai mant who has suffered los s or damage by reason of matters insured against by this policy. (a) The extent of lia bility of the Company for loss or damage under this pol icy shall not exceed the les ser of : (i) the Amount of Insurance; or (ii) the difference between the value of the Title as insured and the value of the Title subject to the risk insured aga inst by thi s pol icy. (bl If the Company pursue s its rights under Section 3 or 5 and is unsuccessful in establishing the Title. as insured, (il the Amount of Insurance sha ll be increased by 10%, and (ii) the Insured Claimant shall have the right to have the loss or damage determined either as of the date the claim was made by the Insured Claimant or as of the date it is settled and paid. (cl In addition to the extent of li ability under (a) and (b), the Company will also pay those costs, attorneys' fees and expenses incurred in accordance with Sections 5 and 7 of these Cond ition s. 9. LIM/TA TION OF LIABILITY. (al If 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 takes act ion in accordance with Section 3 or 7, in a reasonably diligent mann er by any method, inc luding litigation and the completion of any appeals, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused to the Insured . (bl In the event of any litigation, in cluding 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 final determination by a court of competent jurisdiction, and disposit ion of all appeals , adverse to the Title, as insured . (c) The Company shall not be liable for loss or damage to the In sured for liability voluntari ly assumed by the Insured in settling any claim or suit without the prior written consent of the Company. 10. REDUCTION OF INSURANCE; REDUCTION OR TERM/NA TJON OF LIABILITY. All payments under this policy , except payments made for costs, attorneys' fees and expenses. shall reduce the Amount of Insurance by the amo un t of the payment. 11. LIABILITY NONCUMULATIVE. The Amount of Insurance sha ll be reduced by any amount the Company pays under any policy insuring a Mortgage to which exc eption is taken in Schedule B or to which the Insured has agreed. assumed. or taken subject or wh ich is executed by an Insured after Date of Policy and which is a charge or lien on the Title. and the amount so paid shall be deemed a payment to the Insured under this po licy. 12 . PAYMENT OF LOSS. When liab ility and the extent of lo ss or damage have been definitely fixed in accordance with these Conditions. the payment shall be made within 30 days. 13. RIGHTS OF RECOVERY UPON PAYMENT OR SITTLEMENT. (al Whenever the Company shall have settled and paid a cla im under th is policy , it shall be subrogated and entitled to the rights of the In sured Cla imant in the Title and all other rights and remedies in respect to the cla im that the Insured Claimant has against any pe rson or property, to the extent of the amount of any loss, costs. attorneys ' fees and expenses paid by the Company . If requested by the Company, the Insured Claimant shall execute documents to evidence the transfer to the Company of these rights and remedies . The Insured Claimant shall permit the Company to sue, compromise or settle in the name of the Insured Claimant and to use the name of the Insured Cla imant in any tran saction or litigation involv ing these rights and remedies . If a payment on acco unt of a claim doe s not fully cover the loss of the Insured Claiman t , the Company shall defer the exercise of its right to recover until after the Insured Claimant shall have recovered its loss . (b) The Company's right of subrogation includes the rights of the Insured to indemnit ies. guarant ies . other policies of insuran ce or bonds. notw ithstanding any terms or conditions contained in those instruments that address subrogation rights . 14 . ARBITRATION. Either the Company or the Insured may demand that the claim or controversy sha ll be submitted to arbitration pursuant to the Title Insuran ce Arbitration Rules of the American Land Title Association ("Rules "). Except as provided in the Rules. there shall be no joinder or consolidation with claims or controversie s of other persons . Arbi trab le matters may include . but are not limited to, any controversy or claim between the Company and the Insured aris ing out of or relating to this policy , any serv ice in connect ion with its issuance or the breach of a policy prov ision, or to any other controversy or cla im ar ising out of the transaction giving rise to this policy. All arbitrable matters when the Amount of Insurance is $2,00 0,000 or less shall be arbitrated at the option of either the Company or the Insured, unles s the Insured is an individual person (as distinguished from an Entity). All arbitrable matters when the Amount of In surance is in exces s of $2 ,000 ,000 shall be arbitrated only when agreed to by both the Company and the Insured . Arbitration pursuant to this pol icy and under the Rules sha ll be binding upon the part ies . Judgment upon the award rende red by the Arbitrator(sl may be entered in any cour t of competent ju risdiction . 15 . LIABILITY LIMITED TO THIS POLICY; POLICY ENTIRE CONTRACT. (al This po li cy together with all endorsements, if any , attached to it by the Company is the entire policy and contract between the Insured and the Company . In int erpreting any provision of th is policy, this policy sha ll be construed as a whole . (b) Any claim of lo ss or damage that arises out of the statu s of the Title or by any action asserting such claim, shall be re str icted to this policy . (cl Any amendment of or endorsement to this policy must be in writing and authent icated by an authorized person. or express ly incorporated by Schedule A of this policy. (d) Each endorsement to this policy issued at any time is made a part of th is poli cy and is subject to all of its terms and provisions. Except as the endorsement expressly states, it does not (i) modify any of the terms and provi sion s of the pol icy, (ii) modify any prior endorsement. (iii) extend the Date of Po licy or (iv) increa se the Amount of Insuran ce . Each Commitment. endorsement or other form. or provision in the Schedules to this po licy that refers to a term defined in Sectio n 1 of the Conditions sha ll be deemed to refer to the term regardless of whether the term is capitalized in the Commitment. endorsement or other form . or Schedule . Each Commitment. endorsement or other fo rm, or provisio n in the Schedules that refers to the Conditions and Stip ulat ion s shall be deemed to refer to the Conditions of th is policy . 16. SEVERABIL/TY. In t he event any provision of this po licy, in whole or in part, is held invalid or unenforceable unde r applicable law, the policy shall be deemed not to include that provision or such part he ld to be inva lid and all othe r provisions sha ll remain in fu ll fo rce and effect. 17. CHOICE OF LAW' FORUM. (a) Choice of Law: Th e Insured ack now ledges the Company ha s underwritten the risks covered by this po li cy and dete rmined the premium charged therefor in reliance upon the law affecting interests in real property and applicable to the interpretation, rights, remedies or enforcement of policies of tit le insurance of the jurisdiction where the Land is located . Therefore, the court or an arbitrator shall apply the law of t he jurisdiction whe re the Land is located to determine the valid ity of claims again st the Tit le that are adverse to the Insured , and in interpreting and enforcing the term s of this pol icy. In neither case sha ll the court or arbitrator app ly its conflicts of laws princip les to determine the applicable law . (b) Cho ice of Forum : Any litigation or other proceeding brought by the Insured against the Company must be filed only in a state or federa l court within the United States of America or its territories having appropriate jurisdic tion. 18 . NOTICES, WHERE SENT. Any notice of claim and any ot her notice or statement in writing required to be given the Company under this Policy must be given to the Company at 777 Post Oak Blvd .. Ste . 240 , Houston, Texas 77056. FOR INFORMATION, OR TO MAKE A COMPLAINT, CALL: 1-888-678-1700 IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una queja : You may contact: Puede com inicarse con su : Policy Issuer: MOODY NATIONAL TITLE COMPANY, L.P . 6363 WOODWAY SUITE 250 HOUSTON, TX 77057 PHONE : 713 ·977·1700 You may ca ll Old Rep ubl ic National Title In surance Company's toll-free telephone numb er for inform ation or to mak e a comp laint at (BBB) 67B-1700 You may also write to Old Repub lic National Tit le Insurance Company at 777 Post Oak Boulevard, Suite 24 0 Houston. Texas 77056 Attn: Claims Departmen t You may cont act the Texas Department of Insu rance to obtain information on compa nies . coverages, rights or complaints at (BOO) 252-3439 You may write the Texas Department of In surance : P. 0. Box 149 104 Austin. TX 78714-9104 Fax : (512) 475-1771 Web: http://www.tdi .stat e.tx .us E-ma il : Consume rP rotection @tdi .sta te .tx.us PREMIUM OR CLAIM DISPUTES: Sho uld you have a dis pute concerning your premium or about a claim you sho uld contact the Old Republic National Title Insu rance Company first. If th e dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for in form ation only and does not become a part or cond ition of the attached document. (i) Listed puede llamar al numero de telefono gratis de Old Republic National Title Insu rance Company para info rma cion o para some ter una queja al: (888) 678-1700 Listed tamb ien puede escribir a Old Republic National Title Insurance Company : 777 Post Oak Boulevard, Su ite 24 0 Houston, Texas 77056 Attn: Claim s Departmen t Puede comunicars e co n el Departamento de Seguros de Texas para obtener informacio n acerca de compan ies, coberturas. derechos o quejas al : (800) 252 -3439 Puede escribir al Depar tament o de Seguros de Texas : P. 0. Box 149104 Austin. TX 78714-9104 Fa x: (51 2)475 -1771 Web: http ://www.tdi.state .tx .us E-mail : Consume rProt ection@tdi .state .tx .us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concernien te a su pri ma o a un reclamo , debe comunicarse con Old Republic National Titl e Insurance Company primero . Si nose resuelve la disputa , puede entonces comunicarse con el departmento (TOI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o cond icion del do cumento ad jun to . OWNER'S POLICY OF TITLE INSURANCE (Form T-1) Issued by OLD REPUBLIC NATIONAL TITLE INSURANCE COMP ANY SCHEDULE A Name and Address of Title Insurance Company: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 400 Second Avenue South, Minneapolis, 55401 File No.: 2014-37 Address for Reference only: 2300 Cottage Lane, College Station , TX Amount of Insurance : $83,075 ,000.00 Date of Policy: September 16, 2014 , at 08:15 am Policy No.: T0-08065858 Issued with Policy No.: TL-08248846 Premium: $226,901.25 1. Name ofinsured: CPP College Station I LLC, a Delaware limited liability company, CPP College Station II LLC, a Delaware limited liability company 2. The estate or interest in the Land th at is insured by this policy is: Tract I: Fee Simple, Tracts II and III; Easement 3 . Title is ins ured as vested in : CPP College Station I LLC, a Delaware limited liability company (as to an undivided 33.33% interest) and CPP College Station II LLC, a Delaware limited liability company (as to an undivided 66.67% interest), as tenants in common 4 . The land refen-ed to in this policy is described as follows : SEE ATTACHED EXHIBIT "A" Form T-1: Owner's Policy of Title Insurance Page 1 Continuation of Schedule A Policy No . T0-08065858 EXIDBIT"A" TRACT I: FEE SIMPLE Fieldnotes to all that certain lot, tract, or parcel of land situated in the City of College Station, Texas, Crawford Burnett League, A-7, Brazos County, Texas, being 41.577 acres, more or less, and being a part of Lot 2R, Block 1, as shown on the plat of The Cottages of College Station, Phase I, of record in Volume 11391, Page 129, Plat Records, Brazos County, Texas, and further being the same tract as described in a deed dated April 28, 2011, from Capstone -CS, LLC to College Station Properties, LP, and recorded in Volume 10131, Page 246, Deed Records, Brazos County, Texas, to which references are hereby made to for any and all purposes. Said tract described by metes and bounds as follows, to wit: Beginning at a Yi 11 iron rod (capped Goodwin-Lasiter) previously set for the southern corner of the referenced Lot 2R, in the northwesterly margin of Dowling Road (variable width right of way), for the southern corner of the referenced 41.577 acre tract; THENCE NORTH 48°14'40 11 WEST, in part along said northwestern margin, the southwestern line of the aforesaid 41.577 acre tract, and picking up the northeastern line of The Woodlands Subdivision, of record in Volume 393, Page 521, Plat Records, a distance of 654.34 feet to a capped Y," iron rod set for the southwestern corner of said 41.577 acre tract and the southeastern corner of a called 9.388 acre tract described in Volume 10131, Page 253; THENCE with the western line of the referenced 41.577 acre tract, the eastern line of said 9.388 acre tract, the eastern line of a called 3.95 acre tract described in Volume 10131, Page 253, and an eastern residual line of a called 120.76 acre tract conveyed to Capstone -CS, LLC by deed of record in Volume 8900, Page 148, as follows: NORTH 02°22'39 11 WEST 333.06 to a capped Y,11 iron rod set for a bend, NORTH 04°30'13 11 EAST 290.14 feet to a Yi" iron rod found for a northeastern corner of the aforesaid 9.388 acre tract, EAST 27.68 feet to a Yi" iron rod found for an "ell" corner of said 41.577 acre tract, NORTH 132.83 feet to a W' iron rod found for an "ell" corner of said 41.577 acre tract, EAST 167.95 feet to a Y,11 iron rod found for an "ell" corner of said 41.577 acre tract, NORTH 286.79 feet to a Yi'' iron rod set for corner. From said point a Yi" iron rod found for a bend in the southwestern line of a called 3.95 acre tract, of record in Volume 10131, Page 253, bears NORTH 15.19 feet, and NORTH 38°29'57" EAST, in part with the southeastern line of said 3.95 acre tract, passing at 289.04 feet an iron rod found for the eastern corner of said 3.95 acre tract, continuing a total distance of 875.51 feet a Yi" iron rod found for the northern corner of said 41.577 acre tract and the northern corner of Lot 1, Block 3, and Lot 2, Block 1, The Cottages of College Station Subdivision, Phase I, of record in Volume 10119, Page 231; THENCE continuing with the northern line of said 41.577 acre tract, in part a northern line of said Lot 1, Block 3 and Lot 2, Block 1, picking up the southwesterly right of way of Market Street (60' r.o.w.) and the southwestern right of way of Junction Boys Road (60' r.o.w.), as shown on the aforesaid plat, and along the northeastern line(s) of the referenced 41.577 acre tract, as follows: SOUTH 51°25'46" EAST 345.32 feet to a Yi'' iron rod found for the beginning of a curve to the left, Along the arc of said curve (CA=32°10'29", R=230.00 feet, LC S67°31'00"E127.47 feet) at 129.16 feet a Yi" iron rod found for the end of said curve in the transitional right of way between Market Street and Junction Boys Road, SOUTH 38°35'27" EAST 24.81 feet along said transitional right of way to an "X" cut in concrete for corner, SOUTH 03°14'38" WEST 121.34 feet to an iron rod found for the beginning of a curve to the right, Form T-1: Owner's Policy of Title Insurance Page 2 Continuation of Schedule A Policy No . T0-08065858 Along the arc of said curve (CA=34°21 '35", R=192.00 feet, LC S20°25'26"W 113.42 feet) at 115.14 feet a Vi" iron rod found for a corner, and SOUTH 51°30'03" EAST 120.17 feet to a Vi "iron rod found for corner. Same being the eastern northeast corner of the referenced Lot 2R, Block 1, and the northern corner of a called 9.82 acre tract described in a document of record in Volume 10131, Page 273; THENCE in a southern direction with the eastern line(s) of the referenced 41.577 acre tract, the eastern line(s) of said Lot 2R, Block 1, and the western line of said 9.82 acre tract, as follows: SOUTH 14°59'07" WEST 235.42 feet to a Yi'' iron rod found for bend, and SOUTH 1013.82 feet to a Vi" iron rod found for corner in the northwestern margin of Dowling Road; THENCE SOUTH 62°44'18" WEST 732.83 feet, with the southwestern line of said 41.577 acre tract, the southwestern line of said Lot 2R, Block 1, and the northwestern margin of Dowling Road, to the Point of Beginning and containing 41.577 acres, more or less. TRACT II: DRAINAGE EASEMENT AREA PARCELl: Metes and Bounds description of all that certain tract or parcel of land lying and being situated in the Crawford Burnett League, Abstract No. 7, College Station, Brazos County, Texas. Said Tract being a portion of Lot 2, Block 1, The Cottages of College Station Subdivision, Phase 1, According to the Plat recorded in Volume 10119, Page 231 of the Official Public Records of Brazos County, Texas. Said Tract being more particularly described by metes and bounds as follows: Beginning at a point on the Northeast line of a called tract of land owned by the Texas A&M University System marking the most westerly corner of said Lot 2 and the South corner of 2818 Place according to the Plat recorded in Volume 8721, Page 259 of the Official Public Records of Brazos County, Texas; Thence: N 41° 44' 04" E along the common line of said Lot 2 and 2818 Place for a distance of 471.11 Feet to the North Corner of this herein described tract, for reference a 5/8 inch iron rod found on the South line of FM 2818 marking the North Corner of the remainder of a called 120.76 acre tract as described by a deed to Capstone-CS, LLC recorded in Volume 8900, Page 148 of the Official Public Records of Brazos County, Texas, bears: N 41° 44' 04" E for a distance of 1643.64 Feet; Thence: S 48° 15' 56" E along the common line of said Lot 2 and said remainder of 120.76 acre tract for a distance of 678 .19 Feet; Thence: Through said Lot 2 for the following calls: S 04 ° 30' 13" W for a distance of 290.14 Feet; S 02° 22' 39" E for a distance of 333.06 Feet to the common line of said Lot 2 and The Woodlands, according to the Plat recorded in Volume 393, Page 521 of the deed records of Brazos County, Texas, for reference a 5/8 inch iron rod found marking the South corner of said Lot 2 bears: S 48° 14' 40" E for a distance of 654.34 Feet; Thence: N 48° 14' 40" W along the common line of said Lot 2 and The Woodlands for a distance of 589.33 Feet to a concrete monument found marking the North corner of The Woodlands and an East corner of said Texas A&M University System tract; Thence: N 48° 24' 12" W along the common line of said Lot 2 and the Texas A&M tract for a distance of 496.23 Feet to the POINT OF BEGINNING containing 9.388 acres of land, more or less. Bearing system shown herein is based on grid Form T-1: Owner's Policy of Title Insurance Page 3 I I I OWN 'S POLICY OF TITLE IN dRANCE Issued by First American Title Insurance Company SCHEDULE A Name and Address of Title Insurance Company: FIRST AMERICAN TITLE INSURANCE COMPANY 1500 S. Dairy Ashford St., Suite 300, Houston, Texas 77077 File No.: 140145 Policy No .: 5025548-0005898e Address for Reference only : Harvey Mitchell Parkway, College Station, TX 77845 Amount oflnsurance: $4,750,000.00 Date of Policy: June 23, 2014 , at 2:40 pm I. Name of Insured: Crystal Real Estate Development, LLC, a Texas limited liability company 2. The estate or interest in the Land that is insured by this policy is : Fee Simple Premium : $28,939 .25 3 . Title is insured as vested in : Crystal Real Estate Development, LLC, a Texas limited liability company 4. The Land referred to in this policy is described as follows : SEE ATTACHED EXHIBIT "A" FORM T-1: Owner's Policy of Title Insurance Page 1 Continuation of Schedule A Policy No . 5025548-0005898e EXHIBIT "A" METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE ST A TION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 120.76 ACRE TRACT AS DESCRIBED BY A DEED TO CAPSTONE-CS, LLC RECORDED IN VOLUME 8900, PAGE 148 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE REMAINDER OF LOT 2R, BLOCK 1, THE COTTAGES OF COLLEGE STATION, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 11391, PAGE 129 OF THE OFFICIAL PUBLIC 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 SOUTH LINE OF FM 2818 (HARVEY MITCHELL PARKWAY- V ARIABLE WIDTH R.O.W.) MARKING THE NORTHWEST CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND THE NORTHEAST CORNER OF LOT 1, BLOCK 1, 2818 PLACE, ACCORDING TO THE PLAT RECORDED IN VOLUME 8721, PAGE 259 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: N 83° 49' 00" E ALONG THE SOUTH LINE OF FM 2818 FOR A DISTANCE OF 231.75 FEET TO A 1/2 INCH IRON ROD SET ON THE WESTERLY LINE OF HOLLEMAN DRIVE (80' R.O.W.) MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE HA YING A RADIUS OF 840,00 FEET; THENCE: ALONG THE WESTERLY LINE OF HOLLEMAN DRIVE FOR THE FOLLOWING CALLS: ALONG SAID CURVE THROUGJT A CENTRAL ANGLE OF 36° 37' 03" FOR AN ARC DISTANCE OF 536.84 FEET (CHORD BEARS: S 24° 29' 32" E-527.75 FEET) TO AN "X" SET IN CONCRETE MARKING THE END OF SAID CURVE; S 00° 51' 06" E FOR A DISTANCE OF 33.44 FEET TO A 1/2 INCH IRON ROD SET; S 44° 24' 59" E FOR A DISTANCE OF 60.18 FEET TO A 1/2 INCH IRON ROD FOUND; N 85° 29' 58" E FOR A DISTANCE OF 14.23 FEET TO A 1/2 INCH IRON ROD FOUND ON THE NORTHWEST LINE OF COTTAGE LANE (60' R.O.W.); THENCE: S 38° 34' 14" W ALONG THE NORTHWEST LINE OF COTTAGE LANE FOR. A DISTANCE OF 178.63 FEET TO AN "X" FOUND IN CONCRETE; THENCE: S 83° 34' 14" W ALONG A TRANSITION LINE BETWEEN THE NORTHWEST LINE OF COTTAGE LANE AND THE NORTHERLY LINE OF MARKET STREET (60' R.O.W.) FOR A DISTANCE OF 21.21 FEET TO A 1/2 INCH IRON ROD FOUND; THENCE: S 38° 34' 14" W ACROSS THE END OF MARKET STREET FORA DISTANCE OF 60.00 FEET TO A 1/2 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF SAID LOT 2R, BLOCK 1, THE COTT AGES OF COLLEGE STATION, PHASE I; THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R, SAME BEING THE WESTERLY LINE OF A CALLED 41.577 ACRE TRACT AS DESCRIBED BY A DEED TO COLLEGE STATION PROPERTIES, LP RECORDED IN VOLUME 10131, PAGE 246 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR THE FOLLOWING CALLS: N 51° 25' 46" W FOR A DISTANCE OF 234.77 FEET TO A 1/2 INCH IRON ROD FOUND; S 38° 29' 57" W, AT 586.47 FEET PASS A COMMON CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R., CONTINUE ON FOR A TOTAL DISTANCE OF 875.51 FEET TO A POINT ON THE FORM T-1: Owner's Policy of Title Insurance Page2 Continuation of Schedule A Policy No . 5025548-0005898e COMMON LINE OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R, FOR REFERENCE A 1/2 INCH IRON ROD FOUND MARKING A COMMON CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2 BEARS: NORTH FOR A DISTANCE OF 15.17 FEET; S 00° 00' 00" E FOR A DISTANCE OF 286,80 FEET, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 55° 55' 02" E FOR A DISTANCE OF 0.16 FEET; S 90° 00' 00" W FOR A DISTANCE OF 167.95 FEET, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 16° 18' 39" W FORA DISTANCE OF 0.15 FEET; S 00° 00' 00" E FOR A DISTANCE OF 132.83 FEET TO A 1/2 INCH IRON ROD SET; S 90° 00' 00" W FOR A DISTANCE OF 27.68 FEET TO A COMMON CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R, FOR REFERENCE A 112 INCH IRON ROD FOUND BEARS: S 61° 20' 31" E FORA DISTANCE OF 0.12 FEET; THENCE: S 04° 30' 13" W THROUGH SAID LOT 2R, SAME BEING THE WESTERLY LINE OF SAID 41.577 ACRE TRACT, FOR A DISTANCE OF 290.14 FEET, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 25° 52' 12" E FOR A DISTANCE OF 0.50 FEET; THENCE: S 02° 22' 39" E CONTINUING THROUGH SAID LOT 2R AND ALONG THE WESTERLY LINE OF SAID 41.577 ACRE TRACT FOR A DISTANCE OF 333.05 FEET TO THE NORTHEAST LINE OF THE WOODLANDS, ACCORDING TO THE PLAT RECORDED IN VOLUME 393, PAGE 521 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS. FOR REFERENCE A 112 INCH IRON ROD FOUND BEARS: S 73 ° 43' 24" E FOR A DISTANCE OF 0.24 FEET; THENCE: N 48 ° 14' 40" W ALONG THE COMMON LINE OF SAID LOT 2R AND THE WOODLANDS FOR A DISTANCE OF 589.33 FEET TO A CONCRETE MONUMENT FOUND MARKING THE NORTH CORNER OF THE WOODLANDS AND AN EASTERLY CORNER OF A TRACT OF LAND CURRENTLY OWNED BY THE TEXAS A&M UNIVERSITY SYSTEM; THENCE: N 48 ° 24' 1.2" W ALONG THE COMMON LINE OF SAID LOT 2R AND SAID TEXAS A&M TRACT FOR A DISTANCE OF 496.23 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF LOT 2, BLOCK 1, 2818 PLACE (PLAT 8721/259); THENCE: N 41 ° 44' 04" E ALONG THE COMMON LINE OF SAID LOT 2R (THE COTTAGES OF COLLEGE STATION), SAID LOT 2 (2818 PLACE), SAID REMAINDER OF 120.76 ACRE TRACT AND THE AFOREMENTIONED LOT 1 (2818 PLACE) FOR A DISTANCE OF 2114.76 FEET TO THE POINT OF BEGINNING CONTAINING 32.488 ACRES OF LAND, MORE OR LESS. NOTE: The Company is prohibited from insuring the area or quantity of 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. FORM T-1: Owner's Policy of Title Insurance Page3 OWNER'S POLICY OF TITLE INS RANCE Issued by First American Title Insurance Company SCHEDULE B File No .: 140145 Policy No .: 5025548-0005898e EXCEPTIONS FROM COVERAGE This policy do es not insure against lo ss or damage (and th e Company will not pay costs, attorneys' fees or expenses) that arise by reason of the terms and conditions of lease s and easements, if any , shown in Schedule A, and the following matters : 1. The following restrictive co,•enants of record it emized below (the Company must either insert specific recording data or delete thi s exception): 2. Any discrepancies , conflicts, or shortages in area or bmmdary line s, or any encroachments or protrusions , or any 0 11erlapping of irnproYements . 3 . Homestead or community property or survivorship rights, if any, of any spouse of any In sured. 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 navi gab le or perennial rivers and streams , lakes , bays , gulfs or oceans , or b. to lands be yon d 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 right of access to that area or ease ment along and across that area. 5 . Standby fees, taxes and assessments by any taxing authority for the yea r 2014 , and subsequent year s; 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 . The following matters and all terms of the documents creating or offering evidence of the matters (The Company must insert matters or delete thi s exce ption.): a. Rights of Parties in Possession. b. Intentionally Deleted. c. 30' public utility easement extending from the west corner and extending thru the tract in a northeast direction and bisecting the tract in a southeast direction; guy wires located at an inside corner along the southeast side; headwalls and wingwalls for drainage and drop inlets along the southeast side near the southern corner; drainage box and inlet near the northwest line; as set out on plat recorded in Volume 10119, Page 231, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. d. 30' public utility easement extending from the west corner extending thru the tract in a northeast direction and and bisecting the tract in a southeast direction, 20' utility easement along the southeast side as set out on replat recorded in Volume 11391 , Page 129, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. FORM T-1: Owner's Policy of Title Insurance Page 4 Continuation of Schedule B Policy No . 5025548-0005898e e. Easement: From: Sidney N. Smith, et al To: Wellborn Water Supply Corporation Dated: January 7, 1972 Recorded: Volume 303, Page 354, Deed Records, Brazos County, Texas as noted on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. f. Intentionally Deleted. g. Easement: From: T. L. Smith, Jr. To: Sinclair Refining Company Dated: October 7, 1947 Recorded: Volume 132, Page 127, Deed Records, Brazos County, Texas; As Partially Released and Defined: Recorded: Volume 9122, Page 179, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. h. Easement: From: J. D. Smith, et al To: City of Bryan Dated: July 24, 1984 Recorded: Volume 709, Page 509, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014 , under the supervision of Brad Kerr, R.P.L.S. #4502. i. Easement: From: John D. Smith, et al To: Ferguson-Burleson Gas Gathering System Dated: July 15, 1997 Recorded: Volume 2788, Page 175, Official Records, Brazos County, Texas as noted on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. j. Intentionally Deleted. k. Easement: From: Travis L. Smith, III, et al To: City of Bryan Dated: April 17, 1979 Recorded: Volume 430, Page 46, Deed Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. I. Easement: From: John Douglas Smith, et al To: City of Bryan Dated: August 23, 1979 Recorded: Volume 434 , Page 435, Deed Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. m. Easement as awarded in Judgment: From: City of College Station To: TLS Properties, LTD., et al Dated: June 30, 2003 Recorded: Volume 5419, Page 110, Deed Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. n. Easement: From: TLS Properties, Ltd. To: City of Bryan d/b/a Bryan Texas Utilities FORM T-1: Owner's Policy of Title Insurance Pages Continuation of Schedule B Policy No . 5025548-0005898e Dated: January 7, 2004 Recorded: Volume 5812, Page 288, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. o. Intentionally Deleted. p. Easement: From: TLS Properties, Ltd. To: City of Bryan d/b/a Bryan Texas Utilities Dated: July 25, 2005 Recorded: Volume 6849, Page 148, Official Records, Brazos County, Texas. Said easement being assigned to The City of College Station: Recorded: Volume 7302, Page 220, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. q. Easement: From: TLS Properties, Ltd. To: City of Bryan d/b/a Bryan Texas Utilities Dated: June 4, 2008 Recorded: Volume 8633, Page 51, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. r. Intentionally Deleted. s. Intentionally Deleted. t. Easement: From: Capstone-CS, LLC To: City of College Station Dated: February 10, 2010 Recorded: Volume 9504, Page 41, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. u. Easement: From: Capstone-CS, LLC To: City of College Station Dated: February 10, 2010 Recorded: Volume 9504, Page 58, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. v. Easement: From: Capstone-CS, LLC To: City of College Station Dated: February 10, 2010 Recorded: Volume 9504, Page 10, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. w. Intentionally Deleted. x. Easement: From: Capstone-CS, LLC To: City of College Station Dated: April 3, 2013 Recorded: Volume 11270, Page 163, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. y. Easement: From: Capstone-CS, LLC FORM T-1: Owner's Policy of Title Insurance Page6 Continuation of Schedul e B To: City of College Station Dated: April 3, 2013 Policy No . 5025548-0005898e Recorded: Volume 11270, Page 216, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. z. Easement: From: Capstone-CS, LLC To: College Station Properties, LP Dated: April 28, 2011 Recorded: Volume 10131 , Page 253, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. aa. Easement: From: Capstone-CS, LLC To: City of College Station Dated: July 5, 2012 Recorded: Volume 10778, Page 259 , Official Records, Brazos County, Texas as noted on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. bb. Intentionally Deleted. cc. Mineral Reservation in Deed: By: TLS Properties, Ltd. To: Capstone-CS, LLC Dated: December 15, 2008 Recorded: Volume 8900, Page 148, Official Records, Brazos County, Texas. Title to said interest has not been investigated subsequent to the date of the aforesaid instrument. dd. Waiver of Surface Use: From: Ogden Resources, Ltd . To: TLS Properties, Ltd. Dated: September 5, 2008 Recorded: Volume 8874, Page 198, Official Records, Brazos County, Texas. Title to said interest has not been investigated subsequent to the date of the aforesaid instrument. ee. Royalty Deed: By: T. L. Smith, Jr. To: William Bukowski, et al Dated: April 8, 1946 Recorded: Volume 123, Page 583, Deed Records, Brazos County, Texas. Title to said interest has not been investigated subsequent to the date of the aforesaid instrument. ff. Royalty Deed: By: Rosa Bukowski To: W. N. Adkins Dated: March 30, 1984 Recorded: Volume 670, Page 171, Official Records, Brazos County, Texas. Title to said interest has not been investigated subsequent to the date of the aforesaid instrument. gg. Royalty Deed: By: Annie Bukowski To: H. B. Young Dated: June 17, 1985 Recorded: Volume 805, Page 67 , Official Records, Brazos County, Texas. Title to said interest has not been investigated subsequent to the date of the aforesaid instrument. hh. Oil and Gas Lease, and all terms, conditions and stipulations therein: Lessor: John Douglas Smith, et al Lessee: Apache Corporation F ORM T-1: Owner's Polic y of Title In s urance Page7 . ' . . Continuation of Schedule B Policy No . 5025548-0005898e Dated: September 24, 1993 Recorded: Volume 2019, Page 294, Official Records, Brazos County, Texas. Title to said interest has not been investigated subsequent to the date of the aforesaid instrument. Amendment of Oil, Gas and Mineral Lease: Dated: March 31, 1994 Recorded: Volume 2103, Page 189, Official Records, Brazos County, Texas. Amendment of Oil, Gas and Mineral Lease: Dated: July 27, 1995 Recorded: Volume 2419 , Page 146, Official Records, Brazos County, Texas. Amendment of Oil, Gas and Mineral Lease: Dated: August 30, 1996 Recorded: Volume 2691, Page 73, Official Records, Brazos County, Texas. Ratification Oil and Gas Lease: Dated: August 30, 1996 Recorded: Volume 2691 , Page 77 , Official Records, Brazos County, Texas. Ratification Oil and Gas Lease: Dated: September 3 , 1996 Recorded: Volume 2691, Page 80, Official Records, Brazos County, Texas. Ratification Oil and Gas Lease: Dated: August 30, 1996 Recorded: Volume 2691 , Page 83 , Official R ecords, Brazos County, Texas. Ratification Oil and Gas Lease: Dated: August 30, 1996 Recorded: Volume 2691, Page 86, Official Records, Brazos County, Texas. ii. Any claim or right of adjoining property owner(s) to that strip of land lying between the fence and the boundary line on the southeast side of the property, as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. Countersigned University Title Company By ~~~~~~~~~~~ Authorized Co unter Signature FORM T-1: Owner's Policy of Title In s urance Page 8 f GFNo.: 144269 Examiner: Angela Bankston Effective Date: September 30, 2014 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 of University Title Company as to the following property, to-wit: METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 120.76 ACRE TRACT AS DESCRIBED BY A DEED TO CAPSTONE-CS, LLC RECORDED IN VOLUME 8900, PAGE 148 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE REMAINDER OF LOT 2R, BLOCK 1, THE COTTAGES OF COLLEGE STATION, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 11391, PAGE 129 OF THE OFFICIAL PUBLIC 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 SOUTH LINE OF FM 2818 (HARVEY MITCHELL PARKWAY -VARIABLE WIDTH RO.W.) MARKING THE NORTHWEST CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND THE NORTHEAST CORNER OF LOT 1, BLOCK 1, 2818 PLACE, ACCORDING TO THE PLAT RECORDED IN VOLUME 8721, PAGE 259 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: N 83° 49' 00" E ALONG THE SOUTH LINE OF FM 2818 FOR A DISTANCE OF 231.75 FEET TO A 1/2 INCH IRON ROD SET ON THE WESTERLY LINE OF HOLLEMAN DRIVE (80' RO.W.) MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE HA YING A RADIUS OF 840.00 FEET; THENCE: ALONG THE WESTERLY LINE OF HOLLEMAN DRIVE FOR THE FOLLOWING CALLS: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36° 37' 03" FOR AN ARC DISTANCE OF 536.84 FEET (CHORD BEARS: S 24° 29' 32" E -527.75 FEET) TO AN "X" SET IN CONCRETE MARKING THE END OF SAID CURVE; S 00° 51' 06" E FOR A DISTANCE OF 33.44 FEET TO A 112 INCH IRON ROD SET; S 44° 24' 59" E FOR A DISTANCE OF 60.18 FEET TO A 112 INCH IRON ROD FOUND; N 85° 29' 58" E FOR A DISTANCE OF 14.23 FEET TO A 112 INCH IRON ROD FOUNDONTHE NORTHWEST LINE OF COTTAGE LANE (60' R.O.W.); THENCE: S 38° 34' 14" W ALONG THE NORTHWEST LINE OF COTTAGE LANE FOR ADISTANCEOF178.63 FEET TO AN "X" FOUND IN CONCRETE; THENCE: S 83° 34' 14" W ALONG A TRANSITION LINE BETWEEN THE NORTHWEST LINE OF COTTAGE LANE AND THE NORTHERLY LINE OF MARKET STREET (60' R.O.W.) FOR A DISTANCE OF 21.21 FEET TO A 112 INCH IRON ROD FOUND; THENCE: S 38° 34' 14" W ACROSS THE END OF MARKET STREET FOR A DISTANCE OF 60.00 FEET TO A 112 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF SAID LOT 2R, BLOCK 1, THE COTTAGES OF COLLEGE STATION, PHASE I; THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R, SAME BEING THE WESTERLY LINE OF A CALLED 41.577 ACRE TRACT AS DESCRIBED BY A DEED TO COLLEGE STATION PROPERTIES, LP RECORDED IN VOLUME 10131, PAGE 246 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR THE FOLLOWING CALLS: N 51° 25' 46" W FOR A DISTANCE OF 234.77 FEET TO A 112 INCH IRON ROD FOUND; S 38° 29' 57" W, AT 586.47 FEET PASS A COMMON CORNER OF SAID REMAINDER OF 120. 76 ACRE TRACT AND SAID LOT 2R., CONTINUE ON FOR A TOTAL DISTANCE OF 875.51 FEET TO A POINT ON THE COMMON LINE OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R, FOR REFERENCE A 1/2 INCH IRON ROD FOUND MARKING A COMMON CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2 BEARS: NO Rm FOR A DISTANCE OF 15.17 FEET; S 00° 00' 00" E FOR A DISTANCE OF 286.80 FEET, FOR REFERENCE A 1/2 INCH IRONRODFOUND BEARS: S 55° 55' 02" E FORA DISTANCE OF 0.16 FEET; S 90° 00' 00" W FOR A DISTANCE OF 167.95 FEET, FOR REFERENCE A 112 INCH IRON ROD FOUND BEARS: S 16° 18' 39" W FOR A DISTANCE OF 0.15 FEET; S 00° 00' 00" E FOR A DISTANCE OF 132.83 FEET TO A 112 INCH IRON ROD SET; S 90° 00' 00" W FOR A DISTANCE OF 27.68 FEET TO A COMMON CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R, FOR REFERENCE A 112 INCH IRON ROD FOUND BEARS: S 61° 20' 31" E FOR A DISTANCE OF 0.12 FEET; THENCE: S 04° 30' 13" W THROUGH SAID LOT 2R, SAME BEING THE WESTERLY LINE OF SAID 41.577 ACRE TRACT, FOR A DISTANCE OF 290.14 FEET, FOR REFERENCE A 112 INCH IRON ROD FOUND BEARS: S 25° 52' 12" E FOR A DISTANCE OF 0.50 FEET; THENCE: S 02° 22' 39" E CONTINUING THROUGH SAID LOT 2R AND ALONG THE WESTERLY LINE OF SAID 41.577 ACRE TRACT FOR A DISTANCE OF 333.05 FEET TO THE NORTHEAST LINE OF THE WOODLANDS, ACCORDING TO THE PLAT RECORDED IN VOLUME 393, PAGE 521 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS. FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S73°43' 24" E FOR A DISTANCE OF 0.24 FEET; THENCE: N 48° 14' 40" W ALONG THE COMMON LINE OF SAID LOT 2R AND THE WOODLANDS FOR A DISTANCE OF 589.33 FEET TO A CONCRETE MONUMENT FOUND MARKING THE NORTH CORNER OF THE WOODLANDS AND AN EASTERLY CORNER OF A TRACT OF LAND CURRENTLY OWNED BY THE TEXAS A&M UNIVERSITY SYSTEM; THENCE: N 48° 24' 12" W ALONG THE COMMON LINE OF SAID LOT 2R AND SAID TEXAS A&M TRACT FOR A DISTANCE OF 496.23 FEET TO A 112 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF LOT 2, BLOCK 1, 2818 PLACE (PLAT 87211259); THENCE: N 41° 44' 04" E ALONG THE COMMON LINE OF SAID LOT 2R (THE COTTAGES OF COLLEGE STATION), SAID LOT 2 (2818 PLACE), SAID REMAINDER OF 120. 76 ACRE TRACT AND THE AFOREMENTIONED LOT 1 (2818 PLACE) FOR A DISTANCE OF 2114.76 FEET TO THE POINT OF BEGINNING CONTAINING 32.488 ACRES OF LAND, MORE OR LESS. NOTE: The Company is prohibited from insuring the area or quantity of 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. fl ,. 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 June 23, 2014and September30, 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 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 . " GFNo .: 144269 Examiner: Angela Bankston Effective Date : September 30, 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: METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 120.76 ACRE TRACT AS DESCRIBED BY A DEED TO CAPSTONE-CS, LLC RECORDED IN VOLUME 8900, PAGE 148 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE REMAINDER OF LOT 2R, BLOCK 1, IBE COTT AGES OF COLLEGE STATION, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 11391, PAGE 129 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 518 INCH IRON ROD FOUND ON THE SOUTH LINE OF FM 2818 (HARVEY MITCHELL PARKWAY -VARIABLE WIDTH R.O.W.) MARKING THE NORTHWEST CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND THE NORTHEAST CORNER OF LOT 1, BLOCK 1, 2818 PLACE, ACCORDING TO THE PLAT RECORDED IN VOLUME 8721, PAGE 259 OF THE OFFICIAL PUBLIC RECORDSOFBRAZOS COUNTY, TEXAS; THENCE: N 83° 49' 00" E ALONG THE SOUTH LINE OF FM 2818 FOR A DISTANCE OF 231.75 FEET TO A 1/2 INCH IRON ROD SET ON THE WESTERLY LINE OF HOLLEMAN DRIVE (80' R.O.W .) MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 840.00 FEET; THENCE: ALONG THE WESTERLY LINE OF HOLLEMAN DRIVE FOR THE FOLLOWING CALLS: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36° 37' 03" FOR AN ARC DISTANCE OF 536.84 FEET (CHORD BEARS: S 24 ° 29' 32" E -52 7.75 FEET) TO AN "X" SET IN CO NCRETE MARKING THE END OF SAID CURVE; S 00° 51' 06" E FOR A DISTANCE OF 33.44 FEET T O A 1/2 INCH IRON ROD SET ; S 44° 24' 59" E FOR A DISTANCE OF 60.18 FEET TO A 1/2 INCH IRON ROD FOUND; N 85° 29' 58" E FOR A DISTANCE OF 14.23 FEET TO A 1/2 INCH IRON ROD FOUND ON THE NORTHWEST LINE OF COTTAGE LANE (60' R.O.W.); THENCE: S 38 ° 34' 14" W ALONG THE NORTHWEST LINE OF COTTAGE LANE FOR A DISTANCE OF 178.63 FEET TO AN "X " FOUND IN CONCRETE; THENCE: S 83° 34' 14" W ALONG A TRANSITION LINE BETWEEN THE NORTHWEST LINE OF COTTAGE LANE AND THE NORTHERLY LINE OF MARKET STREET (60' R.O.W.) FOR A DISTANCE OF 21.21 FEET TO A 1/2 INCH IRON ROD FOUND; THENCE : S 38° 34' 14" W ACROSS THE END OF MARKET STREET FOR A DISTANCE OF 60.00 FEET TO A 1/2 I NCH IRON ROD FOUND ON THE NORTHEAST LINE OF SAID LOT 2R, BLOCK 1, THE COTTAGES OF COLLEGE STATION, PHASE I; THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R , SAME BEING THE WESTERLY LINE OF A CALLED 41.577 ACRE TRACT AS DESCRIBED BY A DEED TO COLLEGE STATION PROPERTIES, LP RECORDED IN VOLUME 10131, PAGE 246 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS , FOR THE FOLLOWING CALLS: N 51° 25' 46" W FOR A DISTANCE OF 234.77 FEET TO A 1/2 INCH IRON ROD FOUND; S 38° 29' 57" W, AT 586.47 FEET PASS A COMMON CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R., CONTINUE ON FOR A TOT AL DISTANCE OF 875 .51 FEET TO A POINT ON THE COMMON LINE OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R, FOR REFERENCE A 112 INCH IRON ROD FOUND MARKING A COMMON CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2 BEARS: NORTH FOR A DISTANC E OF 15.17 FEET; S 00° 00' 00" E FOR A DISTANCE OF 286.80 FEET, FOR REFERENCE A 112 INCH IRON ROD FOUND BEARS: S 55° 55' 02" E FOR A DISTANCE OF 0.16 FEET; S 90° 00' 00" W FOR A DISTANCE OF 167.95 FEET , FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS : S 16° 18' 39" W FOR A DISTANCE OF 0.15 FEET; S 00° 00' 00" E FOR A DISTANCE OF 132.83 FEET TO A 112 INCH IRON ROD SET; S 90° 00' 00" W FOR A DISTANCE OF 27.68 FEET TO A COMMON CORNER OF SAID REMAINDER OF 120. 76 ACRE TRACT AND SAID LOT 2R, FOR REFERENCE A 112 INCH IRON ROD FOUND BEARS: S 61° 20' 31" E FOR A DISTANCE OF 0.12 FEET; THENCE: S 04° 30' 13" W THROUGH SAID LOT 2R, SAME BEING THE WESTERLY LINE OF SAID 41.577 ACRE TRACT, FOR A DISTANCE OF 290.14 FEET, FOR REFERENCE A 112 INCH IRON ROD FOUND BEARS: S 25° 52' 12" E FOR A DISTANCE OF 0.50 FEET; THENCE: S 02° 22' 39" E CONTINUING THROUGH SAID LOT 2R AND ALONG THE WESTERLY LINE OF SAID 41.577 ACRE TRACT FOR. A DISTANCE OF 333.05 FEET TO THE NORTHEAST LINE OF THE WOODLANDS, ACCORDING TO THE PLAT RECORDED IN VOLUME 393, PAGE 521 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS. FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 73° 43' 24" E FOR A DISTANCE OF 0.24 FEET; THENCE: N 48° 14' 40" W ALONG THE COMMON LINE OF SAID LOT 2R AND THE WOODLANDS FOR A DISTANCE OF 589.33 FEET TO A CONCRETE MONUMENT FOUND MARKING THE NORTH CORNER OF THE WOODLANDS AND AN EASTERLY CORNER OF A TRACT OF LAND CURRENTLY OWNED BY THE TEXAS A&M UNIVERSITY SYSTEM; THENCE: N 48° 24' 12" W ALONG THE COMMON LINE OF SAID LOT 2R AND SAID TEXAS A&M TRACT FOR A DISTANCE OF 496.23 FEET TO A 112 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF LOT 2, BLOCK 1, 2818 PLACE (PLAT 8721/259); THENCE: N 41.0 44' 04" E ALONG THE COMMON LINE OF SAID LOT 2R (THE COTT AGES OF COLLEGE ST A TI ON), SAID LOT 2 (2818 PLACE), SAID REMAINDER OF 120.76 ACRE TRACT AND THE AFOREMENTIONED LOT 1 (2818 PLACE) FOR A DISTANCE OF 2114. 76 FEET TO THE POINT OF BEGINNING CONTAINING 32.488 ACRES OF LAND , MORE OR LESS. NOTE: The Company is prohibited from insuring the area or quantity of 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 June 23, 2014 and September 30, 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 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: ·-~---·--" ----- COMMITMENT FOR TITLE INSURANCE Iss ued By First American Title Insurance Company SCHEDULE A Effective Date : May 20, 2014, 08:00 a.m. Commitment issued: June 5, 2014 I . The policy or policies to be issued are: (a) OWNER'S POLICY OF TITLE INSURA CE (Form T-1) (Not applicable for improved one-to-four family residential rea l estate) Policy Amount: PROPOSED INSURED: (b) TEXAS RESIDENTIAL OWNER'S POLICY OF TITLE INSURANCE -ONE-TO-FOUR FAMILY RESIDENCES (Form T-1 R) Policy Amount : $4,750,000.00 PROPOSED INSURED : Crystal Real Estate Development, LLC (c) LOAN POLICY OF TITLE INSURANCE (Form T-2) Policy Amount: PROPOSED INSURED : Proposed Borrower: (d) TEXAS SHORT FORM RESIDENTIAL LOA POLICY OF TITLE INSURA CE (Form T-2R) Policy Amount: PROPOSED INSURED : Proposed Borrower: (e) LOAN TITLE POLICY BINDER ON INTERIM CONSTRUCTION LOAN (Form T-13) Binder Amount: PROPOSED INSURED : Proposed Borrower: (t) OTHER Policy Amount: PROPOSED INSURED : 2 . The interest in the land covered by this Commitment is : Fee Simple 3 . Record title to the land on the Effective Date appears to be vested in: Capstone -CS, LLC, an Alabama Limited Liability Company 4 . Legal description of the land : SEE A TT ACHED EXHIBIT "A" FORM T-7: Commitment for Title Insurance GFNo . 140145 EXHIBIT "A" METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 120.76 ACRE TRACT AS DESCRJBED BY A DEED TO CAPSTONE-CS, LLC RECORDED IN VOLUME 8900, PAGE 148 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE REMAINDER OF LOT 2R, BLOCK 1, THE COTTAGES OF COLLEGE STATION, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 11391, PAGE 129 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 518 INCH IRON ROD FOUND ON THE SOUTH LINE OF FM 2818 (HARVEY MITCHELL PARKWAY- VARIABLE WIDTH R.O.W.) MARKING THE NORTHWEST CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND THE NORTHEAST CORNER OF LOT 1, BLOCK 1, 2818 PLACE, ACCORDING TO THE PLAT RECORDED IN VOLUME 8721 , PAGE 259 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: N 83° 49' 00" E ALONG THE SOUTH LINE OF FM 2818 FOR A DISTANCE OF 231.75 FEET TO A 1/2 lNCH IRON ROD SET ON THE WESTERLY LINE OF HOLLEMAN DRIVE (80' R.O.W.) MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE HA YING A RADIUS OF 840,00 FEET; THENCE: ALONG THE WESTERLY LINE OF HOLLEMAN DRIVE FOR THE FOLLOWING CALLS: ALONG SAID CURVE THROUGIT A CENTRAL ANGLE OF 36° 37' 03" FOR AN ARC DISTA NCE OF 536.84 FEET (CHORD BEARS: S 24° 29' 32" E -527.75 FEET) TO AN "X" SET IN CONCRETE MARKING THE END OF SAID CURVE; S 00 ° 51' 06" E FOR A DISTANCE OF 33.44 FEET TO A 1/2 INCH IRON ROD SET; S 44 ° 24' 59" E FOR A DISTANCE OF 60.18 FEET TO A 1/2 INCH IRON ROD FOUND; N 85 ° 29' 58" E FOR A DISTANCE OF 14.23 FEET TO A 1/2 INCH IRON ROD FOUND ON THE NORTHWEST LINE OF COTTAGE LANE (60' R.O.W.); THENCE: S38° 34' 14" W ALONG THE NORTHWEST LINE OF COTTAGE LANE FOR. A DISTANCE OF 178 .63 FEETTO AN "X" FOUND IN CONCRETE; THENCE: S 83° 34' 14" W ALONG A TRANSITION LINE BETWEEN THE NORTHWEST LINE OF COTTAGE LANE AND THE NORTHERLY LINE OF MARKET STREET (60' R.O.W.) FOR A DISTANCE OF 21.21 FEET TO A 1/2 INCH IRON ROD FOUND; THENCE: S 38 ° 34' 14" W ACROSS THE END OF MARKET STREET FORA DISTANCE OF 60.00 FEET TO A 1/2 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF SAID LOT 2R , BLOCK 1, THE COTTAGES OF COLLEGE STATION, PHASE I; THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R , SAME BEING THE WESTERLY LINE OF A CALLED 41.577 ACRE TRACT AS DESCRIBED BY A DEED TO COLLEGE STATION PROPERTIES, LP RECORDED IN VOLUME 10131, PAGE 246 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR THE FOLLOWING CALLS: N 51° 25' 46" W FOR A DISTANCE OF 234.77 FEET TO A 1/2 INCH IRON ROD FOUND; S 38° 29' 57" W, AT 586.47 FEET PASS A COMMON CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R., CONTINUE ON FOR A TOTAL DISTANCE OF 875.51 FEET TO A POINT ON THE COMMON LINE OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R, FOR REFERENCE A 1/2 INCH IRON ROD FOUND MARKING A COMMON CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2 BEARS: NORTH FORA DISTANCE OF 15.17 FEET; S 00 ° 00' 00" E FOR A DISTANCE OF 286,80 FEET, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 55 ° 55' 02" E FOR A DISTANCE OF 0.16 FEET; S 90 ° 00' 00" W FOR A DISTANCE OF 167.95 FEET, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 16°18' 39" W FORA DISTANCE OF 0.15 FEET; S 00 ° 00' 00" E FOR A DISTANCE OF 132.83 FEET TO A 1/2 INCH IRON ROD SET; S 90 ° 00' 00" W FOR A DISTANCE OF 27.68 FEET TO A COMMON CORNER OF SAID REMAINDER OF 120.76 ACRE TRACT AND SAID LOT 2R, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 61 ° 20' 31" E FORA DISTANCE OF 0.12 FEET; THENCE: S 04 ° 30' 13" W THROUGH SAID LOT 2R, SAME BEING THE WESTERLY LINE OF SAID 41.577 ACRE TRACT, FOR A DISTANCE OF 290.14 FEET, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 25 ° 52' 12" E FOR A DISTANCE OF 0.50 FEET; THENCE: S 02 ° 22' 39" E CONTINUING THROUGH SAID LOT 2R AND ALONG THE WESTERLY LINE OF SAID 41.577 ACRE TRACT FOR A DISTANCE OF 333.05 FEET TO THE NORTHEAST LINE OF THE WOODLANDS, ACCORDING TO THE PLAT RECORDED IN VOLUME 393, PAGE 521 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS. FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 73 ° 43' 24" E FOR A DISTANCE OF 0.24 FEET; THENCE: N 48 ° 14' 40" W ALONG THE COMMON LINE OF SAID LOT 2R AND THE WOODLANDS FOR A DISTANCE OF 589.33 FEET TO A CONCRETE MONUMENT FOUND MARKING THE NORTH CORNER OF THE WOODLANDS AND AN EASTERLY CORNER OF A TRACT OF LAND CURRENTLY OWNED BY THE TEXAS A&M UNIVERSITY SYSTEM; THENCE: N 48 ° 24' 1.2" W ALONG THE COMMON LINE OF SAID LOT 2R AND SAID TEXAS A&M TRACT FOR A DISTANCE OF 496.23 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF LOT 2, BLOCK 1, 2818 PLACE (PLAT 8721/259); THENCE: N 41 ° 44' 04" E ALONG THE COMMON LINE OF SAID LOT 2R (THE COTTAGES OF COLLEGE STATION), SAID LOT 2 (2818 PLACE), SAID REMAINDER OF 120. 76 ACRE TRACT AND THE AFOREMENTIONED LOT 1 (2818 PLACE) FOR A DISTANCE OF 2114.76 FEET TO THE POINT OF BEGINNING CONTAINING 32.488 ACRES OF LAND, MORE OR LESS. NOTE: The Company is prohibited from insuring the area or quantity of 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. COMMITMENT FOR TITLE INSURANCE Iss ued By First American Title Insurance Company SCHEDULE B EXCEPTIONS FROM COVERAGE In addition to the Exclusions and Conditions and Stipulations, your Policy will not cover loss, costs, attorneys' fees, and expenses resulting from: I. 'fire followiug restrictive coveuants-uf-recurtl itemized-befuwiWe1TTU5leithet iusell specific 1ecordi11g data-untetete-rtris exceptiou). 2. Any discrepancies, conflicts, or shortages in area or boundary lines , or any encroachments or protrusions, or any overlapping ofimprovements. 3. Homestead or community property or survivorship rights , if any, of any spouse of any insured . (Applies to the Owner's Policy only .) 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. (Applies to the Owner's Policy only .) 5 . Standby fees , taxes and assessments by any taxing authority for the year 2014, 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. (If Texas Short Form Residential Loan Policy (T-2R) is issued, that policy will substitute "which become due and payable subsequent to Date of Policy" in lieu of "for the year __ and subsequent years .") 6 . The terms and conditions of the documents creating your interest in the land. 7 . Materials furnished or labor performed in connection with planned construction before signing and delivering the lien document described in Schedule A , ifthe land is part of the homestead of the owner. (Applies to the Loan Title Policy Binder on Interim Construction Loan only, and may be deleted if satisfactory evidence is furnished to us before a binder is issued .) 8 . Liens and leases that affect the title to the land , but that are subordinate to the lien of the insured mortgage. (Applies to Loan Policy (T-2) only .) 9 . The Exceptions from Coverage and Express Insurance in Schedule B of the Texas Short Form Residential Loan Policy (T- 2R). (Applies to Texas Short Form Residential Loan Policy (T-2R) only . Separate exceptions 1 through 8 of this Schedule B FORM T-7: Commitment for Title Insurance Continuation of Schedule B GFNo. 140145 do not a pply to th e Texas Short Fo rm Re si dential Loan Po licy (T-2R). 10 . T he fo llowin g matters and all terms of the doc uments creatin g or offering evidence of the matters (We mu st ins ert matters or delete this exception .): a. Rights of Parties in Possession. (OWNER POLICY ONLY) b. Intentionally Deleted. c. 30' public utility easement extending from the west corner and extending thru the tract in a northeast direction and bisecting the tract in a southeast direction; guy wires located at an inside corner along the southeast side; headwalls and wingwalls for drainage and drop inlets along the southeast side near the southern corner; drainage box and inlet near the northwest line; as set out on plat recorded in Volume 10119, Page 231, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014 , under the supervision of Brad Kerr, R.P.L.S. #4502 . d. 30' public utility easement extending from the west corner extending thru the tract in a northeast direction and and bisecting the tract in a southeast direction, 20' utility easement along the southeast side as set out on replat recorded in Volume 11391, Page 129, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502 . e. Easement: From: Sidney N. Smith, et al To: Wellborn Water Supply Corporation Dated: January 7, 1972 Recorded: Volume 303, Page 354, Deed Records, Brazos County, Texas as noted on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. f. Intentionally Deleted .. g. Easement: From: T. L. Smith, Jr. To: Sinclair Refining Company Dated: October 7, 1947 Recorded: Volume 132, Page 127, Deed Records, Brazos County, Texas; As Partially Released and Defined: Recorded: Volume 9122, Page 179, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. h. Easement: From: J. D. Smith, et al To: City of Bryan Dated: July 24, 1984 Recorded: Volume 709, Page 509, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. i. Easement: From: John D. Smith, et al To: Ferguson-Burleson Gas Gathering System Dated: July 15, 1997 Recorded: Volume 2788, Page 175, Official Records, Brazos County, Texas as noted on survey prepared on January 6, 2014 , under the supervision of Brad Kerr, R.P.L.S. #4502. j. Intentionally Deleted FORM T-7: Commitment for Title Insurance Continuation of Schedule B k. Easement: From: Travis L. Smith, Ill, et al To: City of Bryan Dated: April 17, 1979 GFNo. 140145 Recorded: Volume 430, Page 46, Deed Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. I. Easement: From: John Douglas Smith, et al To: City of Bryan Dated: August 23, 1979 Recorded: Volume 434, Page 435, Deed Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. m. Easement as awarded in Judgment:: From: City of College Station To: TLS Properties, LTD., et al Dated: June 30, 2003 Recorded: Volume 5419, Page 110, Deed Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. n. Easement: From: TLS Properties, Ltd. To: City of Bryan d/b/a Bryan Texas Utilities Dated: January 7, 2004 Recorded: Volume 5812, Page 288, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. o. Intentionally Deleted. p. Easement: From: TLS Properties, Ltd. To: City of Bryan d/b/a Bryan Texas Utilities Dated: July 25, 2005 Recorded: Volume 6849, Page 148, Official Records, Brazos County, Texas. Said easement being assigned to The City of College Station: Recorded: Volume 7302, Page 220, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. q. Easement: From: TLS Properties, Ltd. To: City of Bryan d/b/a Bryan Texas Utilities Dated: June 4, 2008 Recorded: Volume 8633, Page 51, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. r. Intentionally Deleted. s. Intentionally Deleted. t. Easement: From: Capstone-CS, LLC To: City of College Station Dated: February 10, 2010 Recorded: Volume 9504, Page 41, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. FORM T-7: Commitment for Title Insurance Continuation of Schedule B u. Easement: From: Capstone-CS, LLC To: City of College Station Dated: February 10, 2010 GFNo. 140145 Recorded: Volume 9504, Page 58, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. v. Easement: From: Capstone-CS, LLC To: City of College Station Dated: February 10, 2010 Recorded: Volume 9504, Page 10, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. w. Intentionally Deleted. x. Easement: From: Capstone-CS, LLC To: City of College Station Dated: April 3, 2013 Recorded: Volume 11270 , Page 163, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. y. Easement: From: Capstone-CS, LLC To: City of College Station Dated: April 3, 2013 Recorded: Volume 11270, Page 216, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. z. Easement: From: Capstone-CS, LLC To: College Station Properties, LP Dated: April 28, 2011 Recorded: Volume 10131, Page 253, Official Records, Brazos County, Texas as shown on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. aa. Easement: From: Capstone-CS, LLC To: City of College Station Dated: July 5, 2012 Recorded: Volume 10778, Page 259, Official Records , Brazos County, Texas as noted on survey prepared on January 6, 2014, under the supervision of Brad Kerr, R.P.L.S. #4502. bb. Intentionally Deleted cc. Mineral Reservation in Deed: By: TLS Properties, Ltd. To: Capstone-CS, LLC Dated: December 15 , 2008 Recorded: Volume 8900 , Page 148, Official Records, Brazos County, Texas. Title to said interest has not been investigated subsequent to the date of the aforesaid instrument. dd. Waiver of Surface Use: From: Ogden Resources , Ltd. To: TLS Properties, Ltd. FORM T-7: Commitment for Title Insurance Continuation of Schedule B GFNo. 140145 Dated: September 5, 2008 Recorded: Volume 8874, Page 198, Official Records, Brazos County, Texas. Title to said interest has not been investigated subsequent to the date of the aforesaid instrument. ee. Royalty Deed: By: T. L. Smith, Jr. To: William Bukowski, et al Dated: April 8, 1946 Recorded: Volume 123, Page 583, Deed Records, Brazos County, Texas. Title to said interest has not been investigated subsequent to the date of the aforesaid instrument.) ff. Royalty Deed: By: Rosa Bukowski To: W. N. Adkins Dated: March 30, 1984 Recorded: Volume 670, Page 171, Official Records, Brazos County, Texas. Title to said interest has not been investigated subsequent to the date of the aforesaid instrument.) gg. Royalty Deed: By: Annie Bukowski To: H.B. Young Dated: June 17, 1985 Recorded: Volume 805 , Page 67, Official Records, Brazos County, Texas. Title to said interest has not been investigated subsequent to the date of the aforesaid instrument.) hh. Oil and Gas Lease, and all terms, conditions and stipulations therein: Lessor: John Douglas Smith, et al Lessee: Apache Corporation Dated: September 24, 1993 Recorded: Volume 2019, Page 294, Official Records, Brazos County, Texas. Title to said interest ha s not been investigated subsequent to the date of the aforesaid instrument. Amendment of Oil, Gas and Mineral Lease: Dated: March 31, 1994 Recorded: Volume 2103, Page 189 , Official Records, Brazos County, Texas. Amendment of Oil, Gas and Mineral Lease: Dated: July 27, 1995 Recorded: Volume 2419, Page 146 , Official Records, Brazos County, Texas. Amendment of Oil, Gas and Mineral Lease: Dated: August 30, 1996 Recorded: Volume 2691, Page 73, Official Records, Brazos €ounty, Texas. Ratification Oil and Gas Lease: Dated: August 30, 1996 Recorded: Volume 2691 , Page 77, Official Records, Brazos County, Texas. Ratification Oil and Gas Lease: Dated: September 3, 1996 Recorded: Volume 2691, Page 80, Official Records, Brazos County, Texas. Ratification Oil and Gas Lea se : Dated: August 30, 1996 Recorded: Volume 2691, Page 83, Official Records, Brazos County, Texas. Ratification Oil and Gas Lease: FORM T-7: Commitment for Title Insurance Continuation of Schedule B GF No . 140145 Dated: August 30, 1996 Recorded: Volume 2691, Page 86, Official Records, Brazos County, Texas. ii. Any claim or right of adjoining property owner(s) to that strip of land lying between the fence and the boundary line on the southeast side of the property, as shown on survey prepared on January 6, 2014 , under the supervision of Brad Kerr, R.P.L.S. #4502. (OWNER POLICY ONLY) FORM T-7: Commitment for Title Insurance COMMITMENT FOR TITLE INSURANCE Iss ued By First American Title Insurance Company SCHEDULE C Your Policy will not cover loss , costs, attorneys' fees, and expenses resulting from the following requirements that will appear as Exce ptions in Schedule B of the Policy , unless you dispose of these matters to o ur satisfaction, before the date the Policy is issued: I . Documents creating your title or interest must be approved by us and must be signed, notarized and filed for record . 2. Satisfactory evidence must be provided that: a . no person occupying the land claims any interest in that land against the persons named in paragraph 3 of Schedule A , b . all standby fees, taxes, assessments and charges against the property have been paid , c. all improvements or repairs to the property are completed and accepted by the owner, and that all contractors , subcontractors, laborers and suppliers have been fully paid , and that no mechanic's , laborer's or materialmen 's liens have attached to the property , d . there is legal right of access to and from the land , e . (on a Loan Policy only) restrictions have not been and will not be violated that affect the validity and priority of the insured mortgage. 3 . You must pay the seller or borrower the agreed amount for your property or interest. 4 . An y defect, lien or other matter that may affect title to the land or interest insured , that arises or is filed after the effective date of this Commitment. 5 . Item No. 2 of Schedule B hereof shall be amended to read "shortages in area", upon receipt of an acceptable s urvey . (As to Loan Po licy Only) 6 . Item No. 5 of Schedule B hereof shall be amended to "standby fees , taxes and assessments by any taxing authority for the year 2014 and subsequent years , 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.", upon payment of applicable premium . (As to Loan Policy T-2 only) 7 . If requested in lender's closing instructions and upon payment of applicable premium , we will is s ue the T-53 Texas Limited Coverage Residential Chain of Title Policy . 8. We will require an Affidavit as to Debts and Liens be signed and the original provided to us prior to issuance of an y titl e policie s . 9 . We will require a Waiver of Inspection (Rights of Parties in Possess io n) be signed by the purchaser and the original provided to us prior to issuance of any title policies. 10 . We will require an original Tax Certificate be provided , showing all taxes paid current, prior to issuance of any title policies . (If this transaction is not closing in our office , please let us know if we need to order the tax certificate.) I I . NOTl CE: The title insurance policy being issued to you contains an arbitration provision . It allows you or the Company to require arbitration if the amount of insurance is $2 ,000 ,000 or les s. If you want to retain your right to sue the Company in case of a dispute over a claim, you must request deletion of the arbitration provisi on before the po licy is issued. If yo u are the purchaser in the transaction and elect deletion of the arbitration provision , a form will be presented to you at closing for execution . If you are the lender in the transaction and desire deleti o n of the Arbitration provision , please inform us through FORM T-7: Commitment for Title Insurance Continu ation of Schedule C GFNo . 140145 your Loan Clos in g Instructions . APPLIES TO T-1 AND T-2 POLI CIES ONLY. 12. If requested in lender's closing instructions and all of our underwriting requirements are satisfied, we will iss u e the Tl 7 and TI9 Endorsements, upon payment of an y applicable premiums. (As to Lender's policy only) 13. Twenty-four Month Chain of Title: The following is a li st of DEEDS affecting title to the real property desc ribed s upra for the preceding twenty-four month s: None of Record Vesting Deed to owners shown herein wa s dated December IS, 2008 and recorded in Volume 8900, Page 148, Official Records, Brazos Co unty, Texas. 14. Intentionally Deleted. 15. Record a Partial Re lea se of Lien for paving by the City of College Station: Aga in st: Capstone-CS, LLC Amount: None Given Dated: January 14 , 2010 R ecord ed: Volume 9468, Page 156, Official Records, Brazos Co unty, Texas. 16. Intentionally Deleted . 17. As to Ca pstone-CS, LLC, a Limited Liability C ompany, we will require a Res olution of the Managers s pecific as to the transaction to confirm who is authorized to execute documents on behalf of the company. NOTE: C loser s hould be sa ti sfied as to the statu s of sa id company and that sa me is in goo d standing. 18 . Intentionally deleted. 19. NO TE T O ESCROW: Rate Rule R-9 applies to this transaction. There is one (1) additional chain. 20. Intentionally Del eted. 21. Record a Partial Release of Deed of Trust to secure a Note: Grantor: Capstone -CS, LLC Trustee: Kenneth D. Dabbs Beneficiary: Cadence Bank, N.A Amount: $3,000,000.00 Dated: March 1, 2014 Recorded: Volume 11896, Pa ge 236, Official Record s, Brazos Co unty, Texas. 22. Reco rd a Partial Release of Financing Statement: Debtor: Capstone -CS, LLC Sec ured Party: Cadence Bank, N.A. Recorded Dated: March 14, 2014 Recorded: Volume 11896, Page 269, Official Record s, Brazos County, Texas. Countersign ed FORM T-7: Commitment for Title Insurance Continu ation of Schedule C GFNo. 140145 Un iversi ty Title Company Authorized Counter Signature FORM T-7: Commitment for Title Insurance COMMITMENT FOR TITLE INSURANCE SCHEDULED GF o . 140145 Effective Date : May 20, 2014, Pursuant to the requirements of Rule P-21 , Basic Manual of Rul es , Rate s a nd Fo rm s for the writi ng of Title Insurance in the State of Texas, th e following di sclosur es are mad e : I . T he following indi vid ual s are directors an d/or officers , as indicated , of the T itle In su rance Company iss uin g this Commitm ent Fi rst American Title Insurance Company , a Cali fornia Corporation Shareholder owning or co ntrollin g , directly or indirectly, ten perce nt or more of th e shares of the Underwriter: F irst American T itl e Insurance Company is a wholly owned s ub si dia ry of First American Finan c ial Corporat ion, a public Com pany formed in D e laware . Directors : Dennis J. Gilmore, Timothy V. Kemp, Mark E . Seato n, Christope r M . Leavell , Jeffrey S. Robinson Officers : President: Dennis J . Gi lm o re ; Se ni or Vice Preside nt, Secretary : Timothy V . Kemp; and Chief Financial Officer: Max 0 . Valdes 2. T he followi ng di sclosures are made by the Title In surance Agent Issuing this Commitment: University Title Company A li sting of each shareho ld er, owner, partner, or other person havin g , own in g or contro llin g o ne percent (1 %) o r more of the Title Insurance Agent that will re ce iv e a po rti o n of the pre mium . Owners : Celia Goode-Haddock William C. L ip sey Karen McCarroll A li sting of each shareho ld er, owner, partner, or other person havi ng, owning or control lin g ten percent (I 0%) or more of an enti ty that has , owns or contro ls one percent (I%) or more of the Tit le Insurance Agent that will receive a portion of the premium . If the Agent is a corporation : (i) the name of each director of th e Title Insurance Agent, and (ii) th e nam es of the Pres id ent, the Executive or Senior Vice-Pre s id ent, the Secretary and the Treas urer of the Title Insurance Agent. Officers/Directors : Celia Goode-Haddock - C hairm an/CEO and Director Karen McCarro ll -President/COO and Director William C . Lipsey -Secretary/Treasurer and Direc tor The name of any person who is not a full-time emp loyee of T itl e Insurance Agent and who receives an d portion of the title insurance premium for services performed o n beha lf of the Title Insurance Agent in connection w ith the issuance of a title insurance form ; and , the amo unt of premium that any s uch perso n shall rece ive. For purposes of thi s paragraph 2 , "having, ownin g or controllin g: includes the right to receipt of a percentage net income , gross incomes , or cas h flow of the Agent o r enti ty in the percentage stated in subparagraphs (a) o r (b). 3. You are ent itl ed to receive advance di sclos ure of settlement charges in co nn ecti on with the proposed transaction to whic h thi s commitment relates . U po n yo ur request, such disclosure will be made to you . A ddi t ion a ll y , the name of any perso n, firm or corporation rec eiving a porti o n of the premium from the settlement of this transaction will be di sclosed on the c losi ng or settlement statem ent. You are furt her advised that the estimated title premium • is : Owner's Policy Loan Policy E nd orsement Charges Other FORM T-7: Commitment for Title Insurance $22,961.00 $0.00 $5,978.25 $0.00 Continuation of Schedule D GFNo. 140145 Total $28,939.25 Of thi s total amo unt: 15 % will be paid to the policy iss uin g Title In suran ce Com pany: 85 % wi ll be retain ed by the issuing Title Insurance Agent; and the remainder of th e estimated premium will be paid to other parti es as fo ll ows : A mount To W hom For Services *T he estimated premium is based up o n informatio n furnished to us as of the date of this Co mmitment for Title Insurance. Final determination of the amount of the premium will be made at closing in accordance with the Rule s and R eg ul atio ns adopted by the Commission er of Insurance ." FORM T-7: Commitment for Title In s urance TEXAS TITLE INSURANCE INFORMATION Tit le insuran ce insures you against los s re su ltin g from certain risks to yo ur title. The commitment for Title In surance is the title insurance company's promise to issue the titl e insurance policy . The com mitment is a legal docum ent. You should re view it carefully to completely understand it before your c losing date . El seguro de tftulo le asegura en relaci6n a perdidas resultantes de ciertos riesgos que pueden afectar el tftulo de su propriedad. El Compromiso para Seguro de Tftulo es la promesa de la compai'iia aseg urad ora de tftulos de emitir la p6liza de seguro de titulo . El Compromiso es un documento le gal. Usted debe le erlo cuidadosamente y endenter lo complemente antes de la fecha para finalizar su transacci6n . Your Commitment of Title insurance is a legal contract between you and us . The Commitment is not an opinion or report of your title . It is a contract to issue you a policy subject to the Commitment's terms and requirements . Before issuin g a Commitment for Title insurance (the Commitment) or a Title Insurance Policy (the Policy), the Title Insurance Company (the Company) determines whether the title is insurable. This determination has already been made . Part of that determination involves the Company's decision to insure the title except for certain risks that will not be covered by the Policy . Some of these risks are listed in Schedule B of the attached Commitment as Exceptions . Other risks are stated in the Policy as Exclusions . These risks will not be cove red by the Policy . The Policy is not an abstract of title nor does a Company have an obligation to determine the ownership of any mineral interest. ---MINERALS AND MINERAL RIGHTS may not be covered by the Policy . The Company may be unwilling to insure title unless there is an exclusion or an exception as to Minerals and Mineral Rights in the Policy . Optional endorsements insuring certain risks involving minerals , and the use of improvements (excluding lawns, shrubbery and trees) and permanent buildings may be available for purchase. If the title insurer issues the title policy with an exclusion or exception to the minerals and mineral rights , neither thi s Policy, nor the o ptional endorsements, ensure that the purchaser has title to the mineral rights related to the surface estate . Another part of the determination involves whether the promise to insure is conditioned upon certain requirements being met. Schedule C of the Commitment lists these requirements that must be satisfied or the Company will refuse to cover them . You may want to discu ss any matters shown in Schedules B and C of the Commitment with an attorney. These matters will affect your title and your use of the land . When your poli cy is issued , the coverage will be limited by the Policy's Exceptions, Exclusions and Conditions, defined below . ---EXCEPTIONS are title risks that a Policy generally covers but does not cover in a particular instance . Exception s are shown on Schedule B or discussed in Schedule C of the Commitment. They can also be added if you do not comply with the Conditions section of the Commitment. When the policy is issued, all Exceptions will be on Schedule B of the Poli cy. ---EXCLUSIONS are title risks that a Policy generally does not cover. Exc lusion s are contained in the Policy but not shown or discussed in the Commitment. ---CONDITIONS are additional provisions that qualify or limit you coverage. Co nditions include your re s ponsibilities and those of the Co mpany . They are contained in the Policy but not shown or di scussed in the Commitment. The Policy Conditions are not the same as the Commitment Conditions. You can get a copy of the policy form approved by the Texas Department of fnsurance by calling the Title Insurance Company at (800) 347-7826 or by calling the title insurance agent that issued the Commitment. The Texas Department oflnsurance may revise the policy form from time to time . You can also get a brochure that explains the policy from the Texas Departm e nt of [nsuran ce by calling 1-800-252-3439 . Before the Poli cy is issued , yo u may request changes in the Policy . Some of the changes to consider are: ---Request amendment of the "area and boundary" exception (Schedule B, paragraph 2). To get this amendment, you must furnish a survey and comply with other requirements of the Company. On the Owner's Policy, you must pay an additional premium for the amendment. If the survey is acceptable to the Company and if the Company's other requirements are met, your Policy will insure you against loss because of discrepancies or conflicts in boundary lines, encroachments or protrusions, or overlapping of improvements . The Company may then decide not to insure against specific boundary or survey problems by making special exce ptions in the Policy . Whether or not you request amendment of the "area and boundary" exception, you should determine whether you want to purchase and review a survey if a survey is not being provided to you. ---Allow the Company to add an exception to "rights of parties in possess ion ." If you refu se this exception , the Com pany or th e title insurance agent may inspect the property . The Company may except to and not insure you against the rights of specific persons, such as renters, adverse owners or easement holders who occupy the land . The Company may charge you for the inspection . If you want to make yo ur own inspection, you must sign a Waiver of Inspection form and allow the Company to add this exception to your Policy. FORM T-7: Commitment for Title Insurance Continuation of Texas Title Insurance Information GFNo . 140145 The entire premium for a Policy must be paid when the Policy is issued. You will not owe an y additional premiums unless you want to increase your coverage at a later date and the Company agrees to add an Increased Value Endorsement. FORM T-7: Commitment for Title Insurance Continuation of Schedule A Policy No . T0-08065858 North as established from GPS observation. PARCEL2: Metes and Bounds description of all that certain tract or parcel of land lying and being situated in the Crawford Burnett League, Abstract No. 7, College Station, Brazos County, Texas. Said tract being a portion of the remainder of a called 120.76 acre tract as described by a deed to Capstone-CS, LLC recorded in Volume 8900, Page 148 of the Official Public Records of Brazos County, Texas, and a portion of Lot 2, Block 1, The Cottages of College Station Subdivision, Phase 1, according to the Plat recorded in Volume 10119, Page 231 of the Official Public Records of Brazos County, Texas. Said tract being more particularly described by Metes and Bounds as follows: Commencing at a 5/8 inch iron rod found on the Southerly line of FM 2818 (Harvey Mitchell Parkway -variable width R.O.W.) marking the Northwest corner of said remainder of 120.76 acre tract and the Northeast corner of 2818 Place, according to the Plat recorded in Volume 8721, Page 259 of the Official Public Records of Brazos County, Texas; Thence: S 41° 44' 04" W along the common line of said remainder of 120.76 acre tract and 2818 Place for a distance of 757.61 Feet to the POINT OF BEGINNING of this herein described tract; Thence: S 32° 00' 42" E through said remainder of 120.76 acre tract and along the common line of said Lot 2 and said remainder of 120.76 acre tract for a distance of 550.52 Feet to the East corner of this herein described tract; Thence: S 38° 29' 57" W through said Lot 2 for a distance of 289.04 Feet to the South corner of this herein described tract; Thence: Along the common line of said Lot 2 and said remainder of 120.76 acre tract for the following calls: N 00° 00' 00" W for a distance of 15.17 Feet; N 44° 44' 31" W for a distance of 259.50 Feet; N 22° 23' 34" W for a distance of 105.96 Feet; Thence: Through said remainder of 120.76 acre tract for the following calls: S 67° 36' 26" W for a distance of 40.00 Feet; N 22° 23' 34" W for a distance of 181.07 Feet to the common line of said remainder of 120.76 acre tract and 2818 Place; Thence: N 41° 44' 04" E along the common line of said remainder of 120. 76 acre tract and 2818 Place for a distance of 326.13 Feet to the POINT OF BEGINNING containing 3.95 acres of land, more or less. Bearing system shown herein is based on grid North as established from GPS observation. TRACT III: IRRIGATION AND DRAINAGE EASEMENT AREA Fieldnotes to all that certain lot, tract, or parcel of land situated in the City of College Station, Crawford Burnett Survey, A-7, Brazos County, Texas, being 4.566 acres, more or less, and being comprised of a called 1.726 acre tract, referred to as Lot 1, Block 5 (Common Area) -The Cottages of College Station, Phase IA, as shown on a plat recorded in Volume 10704, page 40, Official Public Records, Brazos County, Texas, and 2.83 acres, more of less, out of a called 120.76 acre tract described in a deed with an effective date of December 15, 2008, from TLS Properties, LTD to Capstone-CS, LLC, and recorded in Volume 8900, page 148, Official Public Records, Brazos County, Texas. Said 4.566 acre tract being with a called 12.055 acre irrigation and Drainage Easement Agreement between Capstone-CS, LLC and College Station Properties, LP, with an effective date of April 28, 2011, and recorded in Volume 10131, page 273, Official Public Records, Brazos County, Texas, to which references are here made to for any and all purposes. Said tract described by metes and bounds, as follows, to wit; BEGINNING at a "X" cut in a concrete walk in the curving southern right of way of Holleman Drive (80' ROW -Volume Form T-1: Owner's Policy of Title Insurance Page 4 Continuation of Schedul e A Pol icy No . T0-08065858 9503, page 288) for the northeastern corner of the referenced 1. 726 acre tract. Same also being a western residual corner of the referenced 120.76 acre tract and is in the northern line of the referenced irrigation and Drainage Easement; THENCE in an eastern direction, along said southern right of way, and with the arc of a curve to the left (CA=13° 05' 41 ", R=840.00 feet , LC=S 83° 40' 23" E 191.56 feet) at 191.98 feet an "X" cut in concrete for this northeastern corner; THENCE within and across the aforesaid 120.76 acre tract and the 12.055 acre Irrigation and Drainage Easement tract, as follows: S 00° 13' 15" E 97 .50 feet, to a 112" iron rod (capped Goodwin-Lasiter) set for a bend, S 15° 10' 35" E 181.92 feet, to a capped 112" iron rod set for bend, S 12° 12' 20" E 188.96 feet, to a capped 112" iron rod set for bend, S 07 ° 27' 46" E 81.72 feet, to a capped 112" iron rod set for bend, S 06° 05' 07" W 110.79 feet, to a capped 112" iron rod set for bend, S 43° 08' 11" W 49.38 feet, to a capped 112" iron rod set for bend, N 41° 38' 36" W 250.34 feet, to a capped 112" iron rod set for bend, N 32° 46' 58" W 51.95 feet, to a capped 112" iron rod set for bend, N 12° 06' 29" W 162.89 feet, to a capped 1/2" iron rod set for bend, and N 00° 22' 44" E 59 .34 feet , to a capped 112" iron rod set for the eastern southeast corner of the aforementioned 1.726 acre tract; THENCE N 73 ° 47' 05" W 109.85 feet, along a southern line of said 1.726 acre tract to a capped 112" iron rod set for a corner; THENCE S 48° 35' 53" W 180.72 feet, with a southeastern line of said 1.726 acre tract, to a point for corner. From said point a capped 112" iron rod set for reference to the southern southeast corner of said 1.726 acre tract and in a northeastern right of way line for Junction Boys Road (60' ROW -Volume 10119, page 231-aka Future Brownstone Drive) bears S 48° 35' 53" W 57.40 feet; THENCE S 03° 14' 38" W 69.21 feet to a point in said northeastern right of way; THENCE S 38 ° 29' 57" W 60.00 feet, across said Junction Boys Road (aka as Future Brownstone Drive) right of way to a point for corner in the southwestern right of way of same; THENCE N 51° 30' 03" W, in part along said southwestern right of way , passing at 10.00 feet an eastern northeast corner of The Cottages of College Station, Phase I, Lot 2R, Block 1, of record in Volume 11391 , page 129, continuing with a northeastern line of The Cottages, passing at 25.19 feet the southern corner of a variable width easement conveyed to the City of College Station, of record in Volume 11270, page 163, passing at 50.01 feet the western corner of said easement, continuing a total distance of 78.14 feet to a point for corner. From said point an "ell" corner of The Cottages of College Station bears N 51° 30' 03" W 52.02 feet; THENCE N 38° 29' 57" E 60.00 feet, crossing said Junction Boys Road right of way , to a "X" cut in concrete for the southwestern corner of the aforementioned 1.726 acre tract. Same being the beginning of a curve to the left; THENCE in a northerly direction with the southwest side of sa id 1. 726 acre tract and said northeast right of way, as follows : With the arc of said curve (CA=20° 46' 44", R=252.00 feet , LC=N 13 ° 37' 58" E 90 .89 feet) at 91.39 feet an "X" cut in concrete for the end of said curve, and Form T-1: Owner's Policy of Title Insurance Page 5 Continu ation of Schedule A Poli cy No . T0-08065858 N 03° 14' 38" E 125.45 feet, to an "X" cut in concrete for a corner in the transitional right of way from Junction Boys Road to Market Street (60' ROW -Volume 10119, page 231); THENCE N 29° 25' 58" E 31.20 feet, with said transitional right of way, to an "X" cut in concrete for the beginning of a curve to the left in the southeastern right of way of Market Street, as follows: THENCE, in a northeastern direction along the southeastern right of way of Market Street, as follows: With the arc of said curve to the left (CA=40° 43' 09", R=230 .00 feet, LC=N 53° 14' 09" E 160.04 feet) at 163.46 feet an "X" cut in concrete for the end of said curve, and N 32° 52' 23" E 45.90 feet, to an "X" cut in concrete for a corner in the transitional right of way from Market Street to the aforementioned Holleman Drive; THENCE N 71° 08' 58" E 28.48 feet, along said transitional right of way, to an "X" cut in concrete in the southern right of way of Holleman Drive. Same being the beginning of a curve to the left and a northern corner of the aforementioned 1.726 acre tract; THENCE along said southern right of way, along the northern line of said 1.726 acre tract, and with the arc of said curve to the left (CA=04° 44' 11", R=840.00 feet, LC=S 74° 45' 27" E 69.42 feet) at 69.44 feet , the POINT OF BEGINNING and containing 4.566 acres, more or less, of which 0.017 acre (776 square feet), more or less , is within the aforementioned City of College Station Public Utility Easement. 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 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 Schedule B. Form T-1: Owner's Policy of Title Insurance Page 6 OWNER'S POLICY OF TITLE INSURANCE (Form T-1) Issued by OLD REPUBLIC NATIONAL TITLE INSURANCE COMP ANY SCHEDULEB File No.: 2014-37 Policy No .: T0-08065858 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 and easements, if any, shown in Schedule A, and the following matters: 1. The following restrictive covenants of record itemized below (the Company must either insert specific recording data or delete this exception): ~hereby deleted. \ \ ~~ref!aHeies, eoflfliets, or shortages in area or bouaclary lines, or aay efleroaehmeats er f!rotrnsioas , or aey overlaf!f!ing 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 the 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 right 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 2014, 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. The following matters and all te1ms of the documents creating or offering evidence of the matters (The Company must insert matters or delete this exception).: (a) Multifamily Deed of Trust, Assignment of Rents, Security Agreement and Fixture Filing made by CPP College Station I LLC and CPP College Station II LLP, to Kenneth D. Dabbs, as Trustee, for the benefit of Walker & Dunlop, LLC, dated as of September 15, 2014 and recorded September 16, 2014 in Volume 12770, page 110, Official Public Records of Brazos County, Texas to secure a single lien in the principal amount of $66,460,000.00. Which Multifamily Deed of Trust, Assignment of Rents, Security Agreement and Fixture Filing was assigned by an Assignment of Security Instrument from Walker & Dunlop, LLC to Federal Home Loan Mortgage Corporation, dated as of September 15, 2014 and recorded September 16, 2014 in Volume 12270, page 148, Official Public Records of Brazos County, Texas. Form T-1: Owner's Policy of Title Insurance Page 7 Continuation of Schedule B Policy No . T0-08065858 (b) Subject to Public Utility Easements as shown on Final Plat of Lot 2R, Block 1, The Cottages of College Station, Phase 1, recorded in Volume 11391, page 129, Official Public Records of Brazos County, Texas, and also shown on the Survey prepared by Kirk Raymond, R.P.L.S. No. 4957, of Raymond Surveying and Mapping, dated August 27, 2014, last revised September to, 2014. (c) Easement granted to Sinclair Refining Company by T.L. Smith, Jr. as set out in instrument dated October 7, 1947, recorded in Volume 132, page 127, Deed Records of Brazos County, Texas; Amended by instrument recorded in Volume 9122, page 179, Official Public Records of Brazos County, Texas, and also shown on the Survey prepared by Kirk Raymond, R.P.L.S. No. 4957, of Raymond Surveying and Mapping, dated August 27, 2014, last revised September 10, 2014. (d) Easement granted to Wellborn Water Supply Corporation by Sidney N. Smith, Travis L. Smith lII and John Douglas Smith as set out in instrument dated January 7, 1972, recorded in Volume 303, page 354, Deed Records of Brazos County, Texas, and also shown on the Survey prepared by Kirk Raymond, R.P .L.S. No. 4957, of Raymond Surveying and Mapping, dated August 27, 2014, last revised September 10, 2014 . (e) Easement granted to the City of Bryan, Texas by Laura H. Smith, Independent Executrix of the Estate of Travis L. Smith, III and John Douglas Smith, Individually and as Executor of the Estate of Sidney N. Smith, as set out in instrument dated April 17, 1979, recorded in Volume 430, page 46, Deed Records of Brazos County, Texas, and also shown on the Survey prepared by Kirk Raymond, R.P.L.S . No. 4957, of Raymond Surveying and Mapping, dated August 27, 2014, last revised September 10, 2014. (t) Easement granted to the City of Bryan, Texas by Laura H. Smith, Independent Executrix of the Estate of Travis L. Smith, III and John Douglas Smith, Individually and as Executor of the Estate of Sidney N. Smith, as set out in instrument dated August 23, 1979 , recorded in Volume 434 , page 435 , Deed Records of Brazos County, Texas, and also shown on the Survey prepared by Kirk Raymond, R.P .L.S. No. 4957 , of Raymond Surveying and Mapping, dated August 27, 2014, last revised September 10, 2014. (g) Easement granted to the City of Bryan, Texas by J.D. Smith, as set out in instrument dated July 24, 1984, recorded in Volume 709, page 509, Official Public Records of Brazos County, Texas, and also shown on the Survey prepared by Kirk Raymond, R.P.L.S. No. 4957 , of Raymond Surveying and Mapping, dated August 27, 2014 , last revised September 10, 2014. (h) Easement granted to Wellborn Water Supply Corporation by Laura H. Smith and John Douglas Smith and the Executor of the Estate of Sidney N. Smith, Travis L. Smith III and John Douglas Smith as set out in instrument dated April 22, 1987, recorded in Volume 1114, page 347 , Official Public Records of Brazos County, Texas, and also shown on the Survey prepared by Kirk Raymond, R.P .L.S. No. 4957 , of Raymond Surveying and Mapping, dated August 27, 2014 ,last revised September 10, 2014. (i) Easement granted to the City of Bryan, Texas, doing business as "Bry an Texas Utilities" {BTU) by TLS Properties, Ltd., et al as set out in instrument dated August 11, 2004, recorded in Volume 6248, page 78 , Official Public Records of Brazos County, Texas, and also shown on the Survey prepared by Kirk Raymond, R.P.L.S . No. 4957, of Raymond Surveying and Mapping, dated August 27, 2014, last revised September 10, 2014. (j) Easement granted to the City of Bryan, Texas, doing business as "Bryan Texas Utilities" (BTU) by TLS Properties, Ltd., as set out in instrument dated June 4, 2008, recorded in Volume 8633 , page 51 , Official Public Records of Brazos County, Texas, and also shown on the Survey prepared by Kirk Raymond, R.P.L.S. No. 4957 , of Raymond Surveying and Mapping, dated August 27, 2014, last revised September 10, 2014. (k) Temporary Blanket Easement granted to the City of College Station, Texas by Capstone-CS, LLC and College Station Properties, LP as set out in instrument dated July 5, 2012, recorded in Volume 10778 , page 259, Official Public Records of Brazos County, Texas, and also shown on th e Survey prepared by Kirk Raymond, R.P.L.S. No. 4957, of Raymond Surveying and Mapping, dated August 27, 2014 , last revised September 10, 2014. F orm T-1: Owner's Policy of Title Insurance Page 8 Continuation of Schedule B Policy No . T0-08065858 (1) Terms, conditions and stipulations contained in that certain Drainage Easement Agreement by and between Capstone-CS, LLC and College Station Properties, LP dated April 28, 2011 and recorded in Volume 10131, page 253, Official Public Records of Brazos County, Texas, and also shown on the Survey prepared by Kirk Raymond, R.P.L.S. No. 4957, of Raymond Surveying and Mapping, dated August 27, 2014, last revised September 10, 2014. (m) Terms, conditions and stipulations contained in that certain Irrigation and Drainage Easement Agreement by and between Capstone-CS, LLC and College Station Properties, LP dated April 28, 2011 and recorded in Volume 10131, page 273, and amended at Volume 12109, page 266 , Official Public Records of Brazos County, Texas, and also shown on the Survey prepared by Kirk Raymond, R.P.L.S. No. 4957, of Raymond Surveying and Mapping, dated August 27, 2014, last revised September 10, 2014. (n) Royalty Deed executed by T.L. Smith, Jr. to Rosa Bukowski, Julia Bukowski, Mike Bukowski, William Bukowski and Elizabeth Harton, dated April 8, 1946 and recorded in Volume 123, page 583, Deed Records of Brazos County, Texas. Title to said interest has not been investigated subsequent to the aforesaid instrument. (o) Royalty Deed executed by Rosa Bukowski to W.N. Adkins, dated March 30, 1984 and recorded in Volume 670, page 171, Official Public Records of Brazos County, Texas. Title to said interest has not been investigated subsequent to the aforesaid instrument. (p) Royalty Deed executed by Annie Bukowski to H.B. Young, dated June 17, 1985 and recorded in Volume 805, page 67, Official Public Records of Brazos County, Texas. Title to said interest has not been investigated subsequent to the aforesaid instrument. (q) Mineral Reservation as set out in deed dated December 15, 2008 from TLS Properties, Ltd, a Texas limited partnership to Capstone-CS, LLC, an Alabama limited liability company, recorded in Volume 8900, page 148, Official Public Records of Brazos County, Texas. Title to this interest not investigated subsequent to date of said instrument. (r) Estate created by oil, gas and mineral lease granted to Apache Corporation by John Douglas Smith, Individually and as Independent Executor of the Estate of Sidney Neblett Smith, deceased and Laura H. Smith by instrument dated September 24, 1993, recorded in Volume 2019, page 294, Official Public Records of Brazos County, Texas, and all terms, conditions and stipulations contained therein; Amended in instrument recorded in Volume 2103, page 189, Official Public Records of Brazos County, Texas; Assigned in instrument recorded in Volume 2260, page 344, Official Public Records of Brazos County, Texas; Amended in instrument recorded in Volume 2419, page 146, and in Volume 2691, page 73, Official Public Records of Brazos County, Texas; Ratification of Oil and Gas lease recorded in Volume 2691, page 77, 80, 83 and 86, Official Public Records of Brazos County, Texas. Title to this lease has not been investigated subsequent to date thereof. (s) Waiver of Surface Use by and between Ogden Resources, Ltd to TLS Properties, Ltd., dated effective September 5, 2008, recorded in Volume 8874, page 198, Official Public Records of Brazos County, Texas. (t) All leases, grants, exceptions or reservations of coal, lignite, oil, gas and other minerals, together with all rights, privileges and immunities relating thereto, appearing in the Public Records whether listed in Schedule B or not. There may be leases, grants, exceptions or reservations of mineral interest that are not listed. (u) Rights of Tenants in possession, as tenants only, under prior unrecorded residential leases. (v) Rights of parties in possession (Owner's Title Policy Only). Form T-1: Owner's Policy of Title Insurance Page 9 Continuation of Schedule B Policy No. T0-08065858 Form T-1: Owner's Policy of Title Insurance Page 10 Restrictions, Encroachments, Minerals Endorsement -Owner's Policy (Form T-19.1) ENDORSEMENT Attached to Policy No. T0-08065858 Issued by OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 1. The insurance provided by this endorsement is subject to the exclusions in Section 5 of this endorsement; and the Exclusions from Coverage, the Exception s from Coverage contained in Schedule B, and the Conditions in the policy. 2 . For the purposes of this endorsement only: a. "Covenant" means a covenant, condition , limitation or restriction in a document or instrument in effect at Date of Policy. b . "hnprovement" means a building, structure, road, walkway, driveway, or curb , affixed to either the Land or adjoining land and that by law constitutes real property, but excluding any crops , landscaping, lawn , shrubbery, or trees . c. "Private Right" means (i) an option to purchase; (ii) a right of first refusal; or (iii) a right of prior approval of a future purchaser or occupant. 3 . The Company insures against loss or damage sustained by the Insured by reason of: a. A violation on the Land at Date of Policy of an enforceable Covenant, unless an exception in Schedule B of the policy identifies the violation; b . Enforced removal of an Improvement located on the Land at Date of Policy as a resul t of a violation, at Date of Policy, of a building setback line shown on a plat of subdivision recorded or filed in the Public Records , unless an exception in Schedule B of the policy identifies the violation; c . A notice of a violation, recorded in the Public Records at Date of Policy, of an enforceable Covenant relating to environmental protection describing any part of the Land and referring to that Covenant, but only to the extent of the violation of th e Covenant referred to in that notice, unless an exception in Schedule B of the policy identifies the notice of the violation; or d . Enforcement of a Private Right in a Covenant affecting the Title at Date of Poli cy bas ed on a transfer of Title on or before Date of Policy that causes a loss of the Insured's Title . Form T-19.1: Restrictions, Encroachments, Minerals Endorsement-Owner's Policy 4. The Company insures against loss or damage sustained by reason of: a. An encroachment of: I. an Improvement located on the Land , at Date of Policy, onto adjoining land or onto that portion of the Land subject to an easement; or 11. an Improvement located on adjoining land onto the Land at Date of Policy unless an exception in Schedule B of the policy identifies the encroachment otherwise insured against in Sections 4 .a.i. or 4.a.ii.; or b. A final court order or judgment requiring the removal from any land adjoining the Land of an encroachment identified in Schedule B; or c. Damage to an Improvement located on the Land , at Date of Policy that is located on or encroaches onto that portion of the Land subject to an easement excepted in Schedule B, which damage results from the exercise of the right to maintain the easement for the purpose for which it was granted or reserved; or d. Damage to an Improvement located on the Land on or after Date of Policy, resulting from the future exercise of a right to use the surface of the Land for the extraction or development of minerals or any other subsurface substances excepted from the description of the Land or excepted in Schedule B . 5. This endorsement does not insure against loss or damage (and the Company will not pay costs, attorneys' fees, or expenses) resulting from: a. any Covenant contained in an instrument creating a lease; b . any Covenant relating to obligations of any type to perform maintenance, repair, or remediation on the Land; c. except as provided in Paragraph 3.c, any Covenant relating to environmental protection of any kind or nature , including hazardous or toxic matters, conditions, or substances; d. contamination , explosion, fire, fracturing, vibration, earthquake, or subsidence ; or e. negligence by a person or an Entity exercising a right to extract or develop minerals or other subsurface substances. This endorsement is issued as part of the policy. Except as it expressly states , it does not (i) modify any of the terms and provisions of the policy, (ii) modify any prior endorsements, (iii) extend the Date of Policy, or (iv) increase the Amount of Insurance . T o the extent a provision of the policy or a previous endorsement is inconsistent with an express provision of this Form T-19.1: Restrictions, Encroachments, Minerals Endorsement -Owner's Policy endorsement, this endorsement controls. Otherwise, this endorsement is subject to all of the terms and provisions of the policy and of any prior endorsements. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Form T-19.1: Restrictions, Encroachments, Minerals Endorsement-Owner's Policy Minerals and Surface Damage Endorsement (T-19.2) Attached to Policy No . T0-08065858 ; Applies to Parcel(s) Tract I Issued by: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Herein called the Company The Company insures the insured against loss which the insured shall sustain by reason of damage to improvements (excluding lawns shrubbery, or trees) located on the Land on or after Date of Policy resulting from the future exercise of any right existing at Date of Policy to use the surface of the Land for the extraction or development of coal, lignite , oil , gas or other minerals excepted or excluded on Schedule A, Item 2 or excepted in Schedule B. This endorsement does not insure against loss resulting from subsidence. This endorsement is issued as part of the policy. Except as it expressly states , it does not (i) modify any of the terms and provisions of the policy , (ii) modify any prior endorsements , (iii) extend the Date of Policy, or (iv) increase the Amount of Insurance. To the extent a provision of the policy or a previous endorsement is inconsistent with an express provision of this endorsement, this endorsement controls . Otherwise , this endorsement is subject to all of the terms and provisions of the policy and of any prior endorsements . OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Form T-19.2: Minerals and Surface Damage Endorsement GFNumber 2014-37 ACCESS ENDORSEMENT Policy Number Date of Endorsement T0-08065858 September 16, 2014 Attached to and made a part of Owner's Title Policy Number as shown above. Issued by Amount of Insurance NIA OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY The Company insures against loss or damage sustained by the insured if, at Date of Policy the land does not abut and have both actual vehicular and pedestrian access to and from Market Street (the "Street"), or (ii) the Street is not physically open. This endorsement is issued as part of the policy. Except as it expressly states, it does not (i) modify any of the terms and provisions of the policy, (ii) modify any prior endorsements, (iii) extend the Date of Policy, or (iv) increase the Amount of Insurance . To the extent a provision of the policy or a previous endorsement is inconsistent with an express provision of this endorsement, this endorsement controls . Otherwise, this endorsement is subject to all of the terms and provisions of the policy and of any prior endorsements. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Form T-23: Access Endorsement GFNumber 2014-37 ACCESS ENDORSEMENT Polley Number Date of Endorsement T0-08065858 September 16, 2014 Attached to and made a part of Owner's Title Policy Number as shown above. Issued by Amount of Insurance NIA OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY The Company insures against loss or damage sustained by the insured if, at Date of Policy the land does not abut and have both actual vehicular and pedestrian access to and from Cottage Lane (the "Street"), or (ii) the Street is not physically open. This endorsement is issued as part of the policy. Except as it expressly states, it does not (i) modify any of the terms and provisions of the policy, (ii) modify any prior endorsements, (iii) extend the Date of Policy, or (iv) increase the Amount of Insurance. To the extent a provision of the policy or a previous endorsement is inconsistent with an express provision of this endorsement, this endorsement controls . Otherwise, this endorsement is subject to all of the terms and provisions of the policy and of any prior endorsements. UBLIC NATIONAL TITLE INSURANCE COMP ANY Form T-23: Access Endorsement GFNumber 2014-37 ACCESS ENDORSEMENT Policy Number Date of Endorsement T0-08065858 September 16, 2014 Attached to and made a part of Owner's Title Policy Number as shown above . Issued by Amount of Insurance NIA OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY The Company insures against loss or damage sustained by the insured if, at Date of Policy the land does not abut and have both actual vehicular and pedestrian access to and from Dowling Road (the "Street"), or (ii) the Street is not physically open . This endorsement is issued as part of the policy. Except as it expressly states, it does not (i) modify any of the terms and provisions of the policy, (ii) modify any prior endorsements, (iii) extend the Date of Policy, or (iv) increase the Amount of Insurance. To the extent a provision of the policy or a previous endorsement is inconsistent with an express provision of this endorsement, this endorsement controls . Otherwise, this endorsement is subject to all of the terms and provisions of the policy and of any prior endorsements. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Form T-23: Access Endorsement .. GFNumber 2014-37 CONTIGUITY ENDORSEMENT Policy Number Date of Endorsement T0-08065858 September 16, 2014 Attached to and made a part of Owner's Title Policy Number as shown above. Issued by Amount of Insurance NIA OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY The Company hereby insures against loss or damage sustained by the insured by reason of: (1) the failure of the West boundary line of Tract I of the land to be contiguous to the East boundary line of Parcel 1; or (2) the failure of the East boundary line of Tract I of the land to be contiguous to the West boundary line of Parcel 2 ; or (3) the presence of any gaps, strips or gores separating any of the contiguous bounda1y lines described above . This endorsement is issued as pa11 of the policy . Except as it expressly states , it does not (i) modify any of the terms and provisions of the policy, (ii) modify any prior endorsements , (iii) extend the Date of Policy, or (iv) increase the Amount of Insurance. To the extent a provision of the policy or a previous endorsement is inconsistent with an express provision of this endorsement, this endorsement controls. Otherwise, this endorsement is subject to all of the terms and provisions of the policy and of any prior endorsements . BLIC NATIONAL TITLE INSURANCE COMPANY Form T-25: Contiguity Endorsement MITCHELL MM MORGAN To: City of College Station We are sending you : 0 Drawings 0 Letter 3204 Earl Rudder Fwy S College Station , TX 77845 (979) 260-6963 Phone (979) 260 -3564 Fax info@mitchellandmorgan .com www.mitchellandmorgan.com Letter Of Transmittal Date: 10/31/2014 Job: 1363 Attention: Planning & Development Re: CRED Community Apartments [iJ Attached 0 Plans 0 Order D Under separate cover via _____ the following : 0 Prints 0 Samples D Specifications 0 Other ______________ _ Item Date # of Copies Description 1 10/31/2014 1 Final Plat Application 2 10/2412014 1 Fee Check for $5,368.42 3 2118/2014 1 Proof of Authority 4 9/30/2014 1 Title Commitment & Nothing Further Certificate 5 10/16/2014 1 Engineer's Estimate 6 10/31/2014 6 24 x 36 -Original Plat 7 10/31/2014 6 24 x 36 -Replat 8 10/31/2014 2 Construction Plan sets 9 10/31/2014 1 Letter Re : Abutting Property Owner Signature Transmitted as checked below: 0 For approval 0 Approved as noted 0 Resubmit'---__ copies for approval 0 For your use 0 Approved as submitted 0 Submit~ __ copies for distribution Q As requested 0 Returned for corrections 0 Retum ____ corrected copies LXJ For review 0 Other ____________ _ Remarks: If you have any questions or comments, please contact us at 979-260-6963. Copy to: _F_ile _____________ Signed: Kerry Pillow C ITY OF C oil.EGE STATIO Home ofT exas A&M Universi ty • ·--:· .. FOR OFFICE USE ONLY CASE NO .: f~]..Ollj -~OD:zll4 DATE SUBMITTED : osf2..0Ji.s. TIME : ~--oo STAFF : :0° __,_"'----------- PLANNING & 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 .: 14-00900269 Project Name Cottages of College Station Phase 2 (CRED) Contact Name Veronica Morgan Phone Number_9_7_9-_2_6_0-_6-'-9-'-6-'-3 _______ _ 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 D Preliminary Plan D Development Permit [8J Final Plat D Development Exaction Appeal D Development Plat D FEMA CLOMA/CLOMR/LOMA/LOMR D Site Plan D Grading Plan D Special District Site Plan [8J Other -Please specify below D Special District Building I Sign Mylar for Filing D Landscape Plan Tax Certificates 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 Print Form MITCHELL MM MORGAN To: City of College Station We are sending you: D Drawings D Letter 3204 Ear l Rudder Fwy S College Station . TX 77845 (979) 260-6963 Phone (979) 260 -3564 Fax info@m itchellandmorgan .com www.mitchellandmorgan .com Letter Of Transmittal Date: 05/19/2015 Job: 1363 Attention: Jessica Bullock Re: CRED Community Apartments - Cottages of College Station Ph 2 Plat [i] Attached D Plans D Order D Under separate cover via _____ the following: D Prints D Samples D Specifications D Other ________________ ~ Item Date #of Copies Description 1 2 3 5/19/2015 5/13/2015 4/3/2015 Transmitted as checked below: 1 1 1 Final Plat on Mylar Signed by the Owner & Surveyor Required Tax Certificates (3 total) Proof of Authority for Wang Bin D For approval D Approved as noted D Resubmit,__ __ copies for approval D For your use D Approved as submitted D Submit copies for distribution D As requested D Returned for corrections D Return corrected copies D For review [XJ Other For Filing at the Court house Remarks: If you have any questions or comments, please contact us at 979-260-6963. Copy to: _F_il_e _____________ Signed: Kerry Pillow Jason Schubert From: Jason Schubert Sent: To: Wednesday, December 03, 2014 9:37 AM 'Kerry Pillow' Cc: Subject: Veronica Morgan; Erika Bridges ; William Tsao ; william .tsao61@yahoo .com RE : College Station Plat Application Kerry, go ahead and submit what you have with the revised plats. I can see that there has been progress and we'll forward it for review and look for the additional items to come in as we go. Thanks, Jason Jason Schubert, AICP Principal Planner Planning & Development Services City of College Station office: (979) 764-3697 fax: (979) 764-3496 www .cstx.gov City of College Station Home of Texas A&M University@ From: Kerry Pillow [mailto:kerry@mitchellandmorgan.com] Sent: Monday, December 01, 2014 4:46 PM To: Jason Schubert Cc: Veronica Morgan; Erika Bridges; William Tsao; william.tsao61@yahoo .com Subject: Fwd: College Station Plat Application Jason, Please see the Attorney's response below. Columbus Pacific's Representative , Mr. Shirken, is apparently now out of the Country and will not be reviewing and responding until at least next week. Can we please provide you with the information we have regarding the incomplete submittal to begin this week? We will need to provide a revised plats as the plat has changed some since we submitted it at the end of October. Please advise . Kerry Pillow, MBA, CAPM Assistant Project Manager I Business Development Mitchell & Morgan, LLP 3204 Earl Rudder Fwy S College Station, TX 77845 Tel (979)260-6963 Fax (979)260-3564 www.mitchellandmorgan .com **************************************************************************************CONFIDE \fflALITY 1 NOTE*********************** ****************************** *****************************TH is e-mail and any files transmitted with it contain privileged and confidential information and are intended solely for the use of the individual or entity to which they are addressed. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient, you are hereby notified that any dissemination or copying of this e-mail or any of its attachment(s) is strictly prohibited. If you have received this e-mail in error, please immediately notify the sending individual or entity by e-mail and permanently delete the original e-mail and attachment(s) from your computer system. ----------Forwarded message---------- From: David W. Fisher <davidfisher@kephartfisher.com> Date : Mon, Dec 1, 2014 at 4:39 PM Subject: RE: College Station Plat Application To: Kerry Pillow <kerry@mitchellandmorgan.com> Cc: Brian Shirken <brian@ columbuspacific.com>, Veronica Morgan <v@mitchellandmorgan.com> My client is currently out of the country. He has advised that he will review and respond upon his return next week. Thanks From: Kerry Pillow [mailto:kerrv@mitchellandmorgan.com] Sent: Monday, December 01, 2014 4:40 PM To: David W. Fisher Cc: Brian Shirken; Veronica Morgan Subject: Re: College Station Plat Application Mr. Fisher, Can you provide me with a status on the application signature and proof of authority. Thank you. Kerry Pillow, MBA, CAPM Assistant Project Manager I Business Development ~ LJ Mitchell & Morgan, LLP 3204 Earl Rudder Fwy S College Station, TX 77845 Tel(979)260-6963 2 Fax (979)260-3564 www.mitchellandmorgan.com **************************************************************************************CON"FIDE N"TIALITY N"OTE****************************************************************************************Th is e -mail and any files transmitted with it contain privileged and confidential information and are intended solely for the use of the individual or entity to which they are addressed. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient, you are hereby notified that any dissemination or copying of this e-mail or any of its attachment(s) is strictly prohibited. If you have received this e-mail in error, please immediately notify the sending individual or entity by e-mail and permanently delete the original e-mail and attachment(s) from your computer system. On Thu, N"ov 20 , 2014 at 3:32 PM, David W. Fisher <davidfisher@kephartfisher.com> wrote: For starters here is the title policy. From: Kerry Pillow [mailto:kerry@mitchellandmorgan.com] Sent: Thursday, November 20, 2014 4:24 PM To: David W. Fisher; Brian Shirken Cc: Veronica Morgan Subject: College Station Plat Application Mr. Fisher, It was very nice talking to you this afternoon. We really appreciate all your help. Per our conversation, I have attached a revised copy of the application for Mr. Shirken's signature. For the plat application submittal to the City, we will need the following items from you : 1. a copy of the Signed Application 2. Proof of Authority for Mr. Shirken to sign on behalf of CPP College Station I LLC and CPP College Station II LLC . 3. A copy of the title policy from when the property was purchased from Capstone . Again, thank you for all your help with this application. Kerry Pillow, MBA, CAPM Assistant Project Manager I Business Development 3 Mitchell & Morgan, LLP 3204 Earl Rudder Fwy S College Station, TX 77845 Tel (979)260-6963 Fax (979)260-3564 www.mitchellandmorgan.com **************************************************************************************CONFIDE NTIALITY NOTE****************************************************************************************Th is e-mail and any files transmitted with it contain privileged and confidential information and are intended solely for the use of the individual or entity to which they are addressed. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient, you are hereby notified that any dissemination or copying ofthis e-mail or any of its attachment(s) is strictly prohibited. If you have received this e-mail in error, please immediately notify the sending individual or entity by e-mail and permanently delete the original e-mail and attachment(s) from your computer system. 4 Jason Schubert From: Sent: Kerry Pillow <kerry@mitchellandmorgan.com> Monday, December 01, 2014 4 :27 PM To: Jason Schubert Cc: Subject: William Tsao; william .tsao61@yahoo .com ; Veronica Morgan; Erika Bridges Cottages of College Station Ph 2 Final Plat (CRED Apts) Jason, We are STILL waiting on Columbus Pacific to sign the plat. I sent an email requesting status again today. We have provided a plethora of information to them and have worked really hard to get this signature. We do at least have a copy of the title report for the Cottages property that was requested as part of the incomplete submittal memo . We are just lacking the signature and proof of authority. We are due to receive the first round of comments from the City this week for the CRED Apartment property site construction plans. As part of the final plat submittal to the City on October 31, 2014, we provided construction plans for a sewerline that must be constructed prior to the site construction plans. We are at a critical point and are requesting that if we have not received Columbus Pacific's signature by Friday that we are allowed to remove them from our Client's plat or at least that the sewerline construction plans be allowed to be reviewed so that we can respond to any comments that the City may have . Please advise. Thank you. Kerry Pillow, MBA, CAPM Assistant Project Manager I Business Development ~-LJ Mitchell & Morgan, LLP 3204 Earl Rudder Fwy S College Station, TX 77845 Tel(979)260-6963 Fax (979)260-3564 www.mitchellandmorgan.com **************************************************************************************C ONFIDE NTIALITY NOTE****************************************************************************************Th is e-mail and any files transmitted with it contain privileged and confidential information and are intended solely for the use of the individual or entity to which they are addressed. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient, you are hereby notified that any dissemination or copying of this e-mail or any of its attachment(s) is strictly prohibited . If you have received this e-mail in error, please immediately notify the sending individual or entity by e-mail and permanently delete the original e-mail and attachment(s) from your computer system. 1 MITCHELL MM MORGAN To: City of College Station We are sending you : D Drawings D Letter 3204 Ear l Ru dder Fwy S Col lege Station , T X 77845 (979) 260-6963 Phone (979) 260 -3564 Fax info@mitch e ll andmorgan .com www.m itche ll andmorgan.com Letter Of Transmittal Date: 12/03/2014 Job: 1363 Jason Schubert, AICP Re: CRED Community Apartments - Cottages of College Station Ph 2 Plat [ii Attached 0 Under separate cover via _____ the following: D Plans 0 Prints 0 Samples 0 Specifications D Order 0 Other _______________ _ Item Date # of Copies Description 1 10/31/2014 1 Final Plat Application -Revised 2 6/26/2014 1 CRED Community Owner's Title Policy 3 9/30/2014 1 Nothing Further Certificate 4 9/16/2014 1 Cottages Owner's Title Policy 5 11/2412014 6 24 x 36 -Original Plat 6 11/24/2014 6 24 x 36 -Replat Transmitted as checked below: 0 For approval 0 Approved as noted 0 Resubmit ____ copies for approval 0 For your use 0 Approved as submitted 0 Submit copies for distribution 0 As requested 0 Returned for corrections 0 Return corrected copies [X) For review 0 Other ____________ _ Remarks : Jason, We have attached a revised application , the previous application to not include Cottages Property and the correct owner name. We have also provided revised plats as we have made a change to the plat since we previously submitted. Thank you for reviewing the plat and construction plans while we wait on a signature from Columbus Pacific. If you have any questions or comments, please contact us at 979-260-6963. Copy to: _F_il_e _____________ Signed: Kerry Pillow -. .............. ..,....,""'=-~~~~~~~~CITYOF C OI.LE GE STAT~JO:N~~~~~'"'"'"'"'"""°"'"".'.::""',,_ ......... Hom e a/Texas A &M Un iversi~ CD MEMORANDUM DATE : November 5 , 2014 TO : Veronica Morgan , Mitchell & Morgan , LLP , via; v@mitchellandmorgan .com / FROM : Jason Schubert, AICP, Principal Planner SUBJECT: COTTAGES OF COLLEGE STATION PH 2 (CRED COMMUNITY APARTMENTS) (FP) I reviewed the above-mentioned Final Plat application and determined it to be incomplete . The follow ing is the preliminary list of items needed to complete the submittal. Please submit the following information so this application can be forwarded for review : As two different property owners are involved in the proposed plaUreplat , both owners need to sign the application ; There is a time period gap between the title report and nothing further certificate that were provided . The title report is effective May 20 , 2014 and the nothing further certificate begins June 23 , 2014. Provide a new or updated nothing further certificate so that May 201h-June 23rd is also covered ; and Provide a title report that is current with in 90 days for the other portion of Lot 2R. Please be aware that if this application is not completed before Monday, January 5 , 2015, it will expi re and a new application and fees will be necessary to continue the platting process. Please note that I have named the project 'Cottages of College Station Phase 2 ' as the property being platted was called Phase 2 with the Pre li minary Plat that showed how the original tract was going to be subdivided . If you have any questions or need addit ional i nformation , please call me at 979 . 764.3570 . PC : Crystal Real Estate Development, LLC , via ; wtsao@c ry staldeve loper.com / / Franky Lee , PMP, Architecture Demarest, via ; flee@a rchitecturedenarest.com P&DS Project No . 14-00900269 Planning & D evelopm1m t Servi ces P .O. BOX 9960 • 1101 TEXAS AVENUE ·COLLEGE STAT ION ·TEXAS • 77842 TEL 9 7 9.7 64.35 7 0 ·FAX . 9 79 .764 .3496 cstx.gov/devservi ces .. J'"son Schubert From: Sent: To: Cc: Subject: Jess and Er i ka , Jason Schubert Thursday , December 11 , 2014 2 :30 PM Jess ica Bullock ; Erika Bridges Molly Hitchcock FW: College Station Plat Application FYI , based on the response from the Columbus Pacific Properties (CPP), I told Veronica and Kerry that they can proceed w ith the plat/re plat of the CRED property without including the adjacent Cottages lot now owned by CPP . CPP had asked for CRED's layout and building elevations and they were provided as a courtesy . As you can see below, CPP is expressing concerns with the layout of a competing project next to them as part of their willingness to part icipate in the plat application and are seeking additional time to consider it. In order to not hold up a development based on the unjustified demands of a neighbor, the plat can proceed forward without them. Let me know if you have any questions. Thank s, Jason From: Veronica Morgan [ma i lto :v@mitchellandmorgan.com] Sent: Thursday, December 11, 2014 2:17 PM To: Jason Schubert Subject: Fwd : College Station Plat Application ----------Forwarded message ---------- From: Brian Shirken <brian@ columbuspac ifi c .com> D ate : Thu , D ec 11 , 2 014 at 1:4 1 PM Subj ect: RE : Co ll ege Stati on Plat Appl ication To: Kerry Pillow <kerry@mitche llandmorgan .c om>, "Davi d W. F isher" <dav id fis her@keph artfisher.com> Cc: Veronic a Morgan <v @m itche llandmorgan .com> We have some concerns with the layout and elevations of the proposed project which we are now taking a closer look at. Give us a few more weeks . Brian A. Shirken Li! Co l umbus Pacifi c Propert1es R ea l E s.t at s Invest ment , D e·vel o p m ent and L e n d i ng 4 29 Santa Monies Blvd.,. Suite 600 T~ j 3 1 1il:J 3.95-2580 M22 4 S ente Mo ni ca, CA 9[}401-341 0. R f3 1 1l]395C8455 ww•11t CQ lumlru s pe.cific ,com b.rlen cotum bu s pacific.com From: Ke r ry Pillow [mailto :kerry@mitchellandmorgan .com] Sent: Thursday, De cember 11, 2014 8 :14 AM To: David W . Fisher Cc : Brian Shirken; Veronica Morgan Subject: Re: College Station Plat Application ,. Mr. Fisher, Can you pro vide me with an update re garding the application? Thank you. Kerry Pillow, MBA , CAPM Assistant Project Manager I Business De velo pment ~· LJ Mitchell & Morgan, LLP 3204 Earl Rudder Fwy S College Station, TX 77845 Tel (979)260-696 3 Fax (979)260-3564 www.mitchellandmorgan .com **************************************************************************************C ONFIDE NTIALITY NOTE****************************************************************************************Th is e-mail and any files transmitted with it contain priv ileged and confidential information and are intended solely for the use of the individual or entity to which they are addressed. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient , yo u are hereby notified that any dissemination or copying of this e -mail or any of its attachment(s) is strictly prohibited. If you have received this e-mail in error, please immediately notify the sending individual or entity by e-mail and permanently delete the original e-mail and attachment(s) from your computer system. On Mon, Dec 1, 2014 at 4:39 PM, David W. Fisher <davidfisher@kephartfisher.com> wrote: My client is currently out of the country. He has advised that he will review and respond upon his return next week . Thanks ~~--2 - .. From: Kerry Pillow [mailto:kerry@mi landmorgan.com] Se~t: Monday, December 01, 2014 4 \cf PM To: David W. Fisher Cc: Brian Shirken; Veronica Morgan Subject: Re: College Station Plat Application Mr. Fisher, Can you provide me with a status on the application signature and proof of authority. Thank you. Kerry Pillow, MBA, CAPM Assistant Project Manager I Business Development Fl• LJ Mitchell & Morgan, LLP 3204 Earl Rudder Fwy S College Station, TX 77845 Tel(979)260-6963 Fax (979)260-3564 www.mitche llandmorgan.com **************************************************************************************CONF ID E NTIALITY NOTE****************************************************************************************T his e-mail and any files transmitted with it contain pri vileged and confidential information and are intended so lel y for the use of the individual or entity to which they are addressed. If yo u are not the intended recipient or the person responsible for delivering the e-mail to the intended r ecipient, you are hereby notified that any dissemination or copying of this e-mail or any of its attachment(s) is strictl y prohibited. If you have received this e -mail in error, please immediately notify the sending individual or entity by e-mail and permanently delete the original e-ma il and attachment(s) from yo ur computer system. On Thu, Nov 20, 2014 at 3:32 PM, D av id W . Fisher <davidfisher@ kephartfisher.com> wrote: 3 For starters here is the title policy. From: Kerry Pillow [mailto:kerrv@mitchellandmorgan.com] Sent: Thursday, November 20, 2014 4:24 PM To: David W. Fisher; Brian Shirken Cc: Veronica Morgan Subject: College Station Plat Application Mr. Fisher, It was very nice talking to yo u this afternoon. We really appreciate all your help. Per our conversation, I have attached a revised copy of the application for Mr. Shirken's signature. For the plat application submittal to the City, we will need the following items from you: 1. a copy of the Signed Application 2. Proof of Authority for Mr. Shirken to sign on behalf of CPP College Station I LLC and CPP College Station II LLC . 3. A copy of the title policy from when the property was purchased from Capstone . Again, thank you for all your help with this application. Kerry Pillow, MBA, CAPM Assistant Project Manager I Business Development ~ L_J Mitchell & Morgan, LLP 3204 Earl Rudder Fwy S College Station, TX 77845 Tel (979)260-6963 Fax (979)260-3564 www.mitchellandmorgan.com 4 I ****~********************** * * ************** **** ***** ***** .. ***********************CONFIDE NTIALITY NOTE****************************************************************************************T his e-mail and any files transmitted with it contain privileged and confidential information and are intended solely for the use of the individual or entity to which they are addressed. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient, you are hereby notified that any dissemination or copying of this e-mail or any of its attachment(s) is strictly prohibited. If you have received this e-mail in error, please immediately notify the sending individual or entity by e-mai l and permanently delete the original e-mail and attachment(s) from your computer system. Veronica JB Morgan, PE Managing Partner Mitchell & Morgan, LLP PLEASE MAKE NOTE OF OUR NEW ADDRESS 3204 Earl Rudder Fwy S . College Station, TX 77845 ( 0) 979-260-6963 5 WRITIEN ON EN T N D R ES OL TION O F RY T L RE L E T AT E DE VE LOPM EN T , LL , a Texas limited liability company As of rhe 3 rd day of Apri l, 2015, the unders igned , being all of the members of rys tal Real Estate Developmen t, LLC. a Texas lim ited liabi lity com pany c· ompan y"), for the pur pose of tak in g ac tion in lieu of a meeting . he re by consen ts to and adop t th e followi ng reso lutions , and direct th at th i con ent be filed wi th the record s of the Compa ny. WH ER EA , the Co mpany was fom1ed on or about February 14. 20 14 by the fi ling of a Certificate of Formation wi th the Oftice of th e Secretary of Sta te for Texa , and is the fee imp le owner of ce rt ai n property located in College Station Texa (the "Property") as described in that ce rt ain pecial Warrant Deed ti led on Ju ne 23 , 2014 in the Brazo s o unty Real Prope rty Records under Document o. 0 1198 31. Boo k O R, olume 12092 , Page 188-197 : WHEREA , the Co mpa ny de ire to adm it certain addi tional membe rs to the ompany and to grant certain a uthority ove r Compa ny dec is ion and ac ts to certa in members in connec tion with the deve lopment.. financ ing , co nstruction and leas ing of the Property , a described below : O W, TH E REFORE, R ES OLV ED, tha t the ompany hereby waives all notices of this ac tion and all meet ing req uirements as may be requ ired by law ; RE O LVE D, th at Bin Wang and Zutong Lu are hereb admitted as member o f the Company and each are hereby gi en th e title of Manager; and RE O LVE D, that Zl>enming Wang ("Z. Wan o") and/or Bin Wang ("B. Wa ng"), are hereby authorized and directed, either individua ll v or joint ly, in th ei r ro les a lanage rs of the om pany, in the name and on behalf of the ompany , to execute an d de li ver any and a ll doc um ents in co nn ec ti on wit h th e deve lopme nt , fin ancing. cons truction or leasing of the Property, in cl udi ng, w ithout limi ta tion , deve lopment agreemen t wi th the Ci ty of Co ll ege u11ion , Texas. ease men t agreeme nt , loan doc uments for the financing of the deve lopment on the Property , construction co ntracts and lea ipg ag re..,me nts, toget her wit h su h other documents , agreemen t , certificate and in truments , and to take such other actions as deemed nece ary or advisable to effectuate the tran act ions contemplated by the foregoing : R E OLV E D, th at the Com pany hereby ratifies , autho rizes, adopts. co nfi rms and ap proves any and all prior actions take n or cau ed to be take n by Z. Wang and/or B. Wang in connect ion with the Property: and F RTH E R RE OL ED . that this Wri tt en Consen t and Re elution shall be effective a · of the date set forth above. The signing of thi s written co n ent and re elutio n by the undersigned membe rs hall con tilute full ratifica tion of the ac tions taken as set forth in th e fo rt:goi ng re e lut io n . [Member ignature Pages Follow] Member ignature Page to Written on ent and Re olution of Crys tal Re.a l Es ta te Development, LL dated April 2 , 20 15 By: 2 Memb er ignature Pa ge to ritten on ent and Re ol uti on of Cry sta l Real E tale De el o pm ent , LL dated pril 2, 20 15 By: Limin Mao , Mana ger 3 Member Signature Page to Written onsent and Resolution ofCry tal Real Estate Development , LLC dated pril 2, 2015 By: 4 Member Signature Page to Written Consent and Resolution of Crystal Real Estate Development, LLC dated April 2, 2015 By : 5 Member ignature Page to Wrinen Con ent and Resolution of Crystal Real Esta te Development, LL dated April 2, 2015 By: 6 Member ignature Page co Written onsent and Re olution of Crystal Real Estate De elopmenl , LLC dated April 2, 2015 By : Zutong Lu , anager 7 Member ignature Page to Written Consent and Resolution of ry tal Real Estate Development, LL ated April 2 20 I 5 By : 6 CrTY OF C oILEGE STATION Home of Texas A&M University • FOR OFFICE USE ONLY CASE NO.: I + JJoQ DATE SUBMITTED : ~p.S1J5 TIME : 2--·' 05 STAFF : &ST PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. D New Project Submitta l D Incomplete Project Submittal -documents needed to complete an application . Case No .: Existing Project Subm ittal. Case No .: _14-00_900269 Proj ect Name Cottages of Colle_ge Station Phase 2 (CREDJ Contact Name Veronica Morgan Phone Number 979-260-6963 ~~~~~~~~~~~~~- We are t ransm itting the following for Planning & Development Services to review and comment (check all that apply ): D Comprehens ive Plan Amendment D Non -Res idential Architectural Standards D Rezoning Application D Irrigation Plan D Conditiona l Use Perm it D Variance Request D Preliminary Plan D Development Permit ~ Final Plat D Development Exaction Appeal D Developme nt Plat D FEMA CLOMA/CLOMR/LOMA/LOMR D Site Plan D Grading Plan D Special District Site Plan D Other -Please specify below D Special D istrict Build ing 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 Perm it D Street Construction Documents D Drainage Letter or Report D Easement Application D Fire Flow Analysis D Other -Please specify Special Instructions: 10/1 0 Print Form MITCHELL M M MORGAN To: City of College Station We are sending you: D Drawings D Letter 3204 Ear l Rudder Fwy S College Station. TX 77845 (979) 26 0-6963 Phone (979) 260 -3564 Fax info@m itc he ll and m o r gan .com www.mitchellandmorgan .com Letter Of Transmittal Date: 02/25/2015 Job: 1363 Attention: Jessica Bullock Re: CRED Community Apartments - Cottages of College Station Ph 2 Plat [i] Attached D Under separate cover via _____ the following: D Plans D Prints D Samples D Specifications D Order D Other _______________ _ Item Date # of Copies Description 1 2 2/25/2015 2/25/2015 Transmitted as checked below: 1 ~ 1 11"x17" -Copy of Final Plat 24"x36" -Copy of final plat D For approval D Approved as noted D Resubmit~ ___ copies for approval D For your use D Approved as submitted DD Submit copies for distribution Q As requested DD Returned for corrections Retum ____ corrected copies LlU For review Other ____________ _ Remarks: If you have any questions or comments , please contact us at 979-260-6963. Copy to: File Signed: -------------~ Kerry Pillow CITY or C oll.EGE S TAT I ON Home ofTextlJ A&M Univmity 0 TIME : STAFF : +-~-==-'"~~~~~~ PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. D New Project Submittal O Incomplete Project Submittal -documents needed to complete an application . Case No.: [g] Existing Project Submittal. Case No .: 14-00900269 Project Name Cottages of College Station Phase 2 (CRED) Contact Name Veronica Morgan ~~~~~~~~~ Phone Number 979-260-6963 ~~~~~~~~~~~~~- 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 D Preliminary Plan D Development Permit [g] Final Plat D Development Exaction Appeal D Development Plat D FEMA CLOMA/CLOMR/LOMA/LOMR D Site Plan D Grading Plan D Special D istrict 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 [g] 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 Print Form MITCHELL MORGAN To: City of College Station We are sending you: D Drawings D Letter 3204 Earl Rudder Fwy S College Station, TX 77845 (979) 260-6963 Phone (979) 260-3564 Fax info@mitchellandmorgan.com www.mitchellandmorgan.com Letter Of Transmittal Date: 02/10/2015 Job: 1363 Attention: Erika Bridges, EIT Re: CRED Community Apartments - Cottages of College Station Ph 2 Plat [XJ Attached D Under separate cover via the following: D Plans D Prints D Samples D Specifications D Order D Other Item Date #of Copies Description 1 2 3 4 2/10/2015 2/10/2015 2/10/2015 2/10/2015 Transmitted as checked below: 1 1 5 1 Response to Engineering Comments 24"x36" -Copy of final plat Sewerline Construction Plansets Additional planset to be returned to Mitchell & Morgan. D For approval D Approved as noted D Resubmit ___ copies for approval D For your use D Approved as submitted D Submit copies for distribution D As requested D Returned for corrections D Return corrected copies [i] For review D Other ____________ _ Remarks: If you have any questions or comments, please contact us at 979-260-6963. Copy to: _F_il_e _____________ Signed: Kerry Pillow CITY OF C OLI.EGE S TAT ION Home o/Texas A&M University" CASE NO .: j ~ -~-FOR OFFl~CU~E ON~L Y DATE SUBMITTE-D::~-:;u:::_·""' .a...-~=.__=-_-_-_ TIME: STAFF : PLANNING & 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.: [8J Existing Project Submittal. Case No.: 14-00900269 Project Name Cottages of College Station Phase 2 (CRED) Contact Name Veronica Morgan Phone Number 979-260-6963 -------------- 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 D Preliminary Plan D Development Permit [8J Final Plat D Development Exaction Appeal D Development Plat D FEMA CLOMA/CLOMR/LOMA/LOMR D Site Plan D 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 inclu ded in the complete set: D Comprehensive Plan Amendment D Waterline Construction Documents D TxDOT Driveway Permit [8J 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 Print Form MITCHELL 3204 Ear l Rudder Fwy S College Station . TX 77845 (979) 260 -6963 Phone {979) 260 -3564 Fax info@m itchel landmorgan .com www.mitchellandmorgan .com Letter Of Transmittal MM Date: 01/20/2015 Job: 1363 MORGAN Attention: Jessica Bullock To: City of College Station Re: Cottages of College Station Ph 2 (CRED) We are sending you: [i] Attached D Under separate cover via the following: D Drawings D Plans D Prints D Samples D Specifications D Letter D Order D Other Item Date #of Copies Description 1 1/20/2015 1 Response to Comme nts 2 10/24/2014 1 Copy of a Check to COCS for $5,368.42 3 1/20/205 1 Letter of Acknowledgement 4 10/16/2014 1 Copy of Engineer's Estimate 5 1/20/2015 1 Sewer Capacity Letter 6 1/20/2015 1 24x36 -Final Plat 7 1/20/2015 1 Construction Planset Transmitted as checked below: D For approval D Approved as noted DD Resubmit~ __ copies for approval D D For your use DD Approved as submitted Submit copies for distribution As requested Returned for corrections D Return corrected copies @ For review D Other ____________ _ Remarks: If you have any questions or comments, please contact us at 979-260-6963. Copy to: File Signed: -------------~ Kerry Pillow Jess ica Bullock City of College Station P.O . Box 9960 College Station , Texas77842 MITCHELL MM MORGAN RE: Cottages of College Station PH 2 (CRED) Dea r Jessica , Attached please find the following : • City of College Station Transmittal Letter; • One (1) 24 "x36 " copy of the revised final plat ; • One (1) set of revised construction documents . STAFF REVIEW COMMENTS NO. 1 January 20 , 2015 Project: Cottages of College Station Ph . 2 (CRED) (14 -00900269) PLANNING / 1. Please rev ise the length label in the 30-foot PUE on the west side . It currently shows S 00 '00 '00 " W/1013 .82 . RESPONSE: This length label has been corrected. Meets and Bounds do not close for Lot 2RA, please revise . RESPONSE: NIA. We could not get cooperation from the owners of Lot 2RA so we have removed that lot from this plat. /3. Please change "Approval of Planning and Zoning Commiss ion " to Cert ificate of Planning and Zoning Commission ". RESPONSE: This has been changed to Certificate of Planning and Zoning Commission. Please illustrate a separate instrument with volume/page for the private cross access easement between 2818 Place and Market Street. RESPONSE: We have shown this as a private cross access easement that will be dedicated with this final plat and have included an inset with the calls describing this easement. We have also noted that this private cross access easement will be maintained by Lot 1, Block 1 of the Cottages of College Station Phase 2. 1 3204 EA RL RUDDER FWY. S. • COLL EGE STATION, TX 77845 • T 979.260.6963 • F 979 .260 .3564 CIVIL ENGINEERING • HYDRAULICS • HYDROLOGY • UTILITIES • STREETS • SITE PLANS • SUBDIVIS IONS 1nfo@m1tchellandmorgan com • www m1tchellandmorgan.com 1 ~ 7 . /a. Please provide legal description and names of adjacent property owners . It currently just shows legal description . RESPONSE: Adjacent property owner's names have been added. Please revise title block to include phase 2 in the name of the plat. RESPONSE: Phase 2 has been added to the title block. If revising the plat to take out the Columbus Pacific Pro erties please revise plat, application , title block , etc., to reflect changes. on\~ 1\t\e \c£.X._ ~- RESPONSE: These changes have been made. Tie the subdivision to College Station horizontal control monument. RESPONSE: See the call to the CS horizontal control at the intersection of Market and Cottage Lane. /9. Please add general note that~ inch rod set at all corners unless noted otherwise. RESPONSE: This note has been added. 10 . FYI , as this plat includes a replat of existing property it will be on the regular agenda with a public hearing (agenda only) when it goes to P&Z . RESPONSE: Not applicable. /11 . Please remove the second sentence of general note 3. RESPONSE: The second sentence has been removed. 12 . There are easements shown in the title report that are not depicted on the plat. Please verify that all applicable easements are shown . RESPONSE: The following is the response from the surveyor about these easements. We do not always address blanket or non-plottable easements on a topographical survey. As for these they are addressed as follows : 303/354 -blanket -not plottable 709/509 -no filed description of the easement area -unable to locate or plot 2788/1.75 -may or may not apply-unable to determine due to lack of description in filed document 1.0778/259 -blanket for that portion of tract lying within Lot 2R -not plottable ./ 13 . Please provide volume/page for existing 50-foot explorer pipeline easement. RESPONSE: This volume/page is now shown. 2 . 1 14. Please note that any changes made to the plans that have not been requested by the City of V College Station , must be explained in your next transmittal letter. RESPONSE: Understood-we have only made changes that you requested. J 15. Please note that you may be required to submit paid tax certificates if they are not current prior to the filing of your plat. RESPONSE: Understood. ENGINEERING COMMENTS NO. 1 1. Please provide a sanitary sewer report, NOi , and Letter of Acknowledgement. RESPONSE: The letter of acknowledgement is attached. The NO/ will be forthcoming from the contractor. A sanitary sewer capacity letter is attached. 2 . FYI. .. Additional Development Permit Fee in the amount of 1 % of the total public infrastructure cost will be required . RESPONSE: These fees have already been paid. We submitted a check in the amount of $5,368.42 on 1013112014. This check included the $932.00 for the final plat application and the 1% of total public infrastructure cost in the amount of $4,436.42. We have included a copy of the check for your reference. 3. Plat/Sh .01/Sh .02 -The centerline of the sanitary sewer line should be at least 20-ft from the edge of the easement in order to be able to bench the trench at approximately 1: 1. Based on the depth of the sanitary sewer line (-20'-25') and the waterline being located in the same easement , the PUE needs to be widened to 40-ft in some areas. RESPONSE: The PUE has been widened to 40ft in these locations. 4 . Plat/Sh .02 -Based on the sanitary sewer depths (>14'), there should be a m ini mum 30-ft PUE between approximate Sta .17+50 and Sta.19+60. RESPONSE: The PUE has been widened to 30ft between these stations. 5. Sh .01 -There should be a maximum 500-ft between manholes . RESPONSE: We have checked the plans and there is no more than 500 feet between manholes. 6. Sh .01 -Show the waterline crossing the sanitary sewer main . The TCEQ requirements of centering the pipe joints and cement stabilized sand bedding for the sewer should also be noted . RESPONSE: The waterline crossing is shown and the TCEQ requirements are noted. 3 7 . FYI ... The public infrastructure will need to be built or surety provided for it prior to the plat being forwarded to P&Z . RESPONSE: Understood. Surety in an amount of $443,641.67 will be forthcoming from the owner, so that the plat can proceed to Planning & Zoning. ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION /1 . SITE PLAN/PLAT: Developer will provide CSU with a digital , AutoCAD dwg format , version of plat and I or site plan as soon as it is available . Email to :gmartinez@cstx.gov , sweido@cstx .gov, or wdavis@cstx.gov . RESPONSE : The site layout and plat boundary has been emailed to Gilbert Martinez. 2 . LOAD DATA: The developer will provide load data to CSU as soon as it is available . Th is information is critical for CSU to accurately determine the size and number of transformers , and other equipment, required to provide service to the project . Failure to provide load data will result in construction delays and , due to clearance requirements , could affect the fina l bu ild ing footprint. Delivery time for transformers and other equipment no t in stock is approximate 26 weeks . RESPONSE: Understood. We believe all of this load data has been provided. 3. EASEMENTS: Developer provides temporary blanket easement for construct ion purposes and upon completion of project must provide descriptive easements for electric infrastructure as designed by CSU. RESPONSE: Paperwork for this blanket easement is forthcoming from the owner. 4 . The following easements will be required : • 20 ' wide PUE along Holleman along the frontage of the development RESPONSE: Per email discussion between Weldon Davis and Veronica Morgan, electrical agreed to a 15ft PUE from where electrical enters the property on Holleman to FM2818 and not the entire frontage along Holleman. GENERAL ELECTRICAL COMMENTS Developer installs conduit per CSU specs and design . RESPONSE: Understood. v 2. CSU will prov ide drawings for electrical installation . RESPONSE: Understood. Thanks. Developer provides 30 ' of rigid or IMC conduit for each riser conduit. CSU installs riser. 4 i/5. J 7. v a. RESPONSE: Understood. Developer will intercept existing conduit at designated transformers or other existing devices and extend as required. RESPONSE: Understood. If conduit does not exist at designated transformer or other existing devices, developer will furnish and install conduit as shown on CSU electrical layout. RESPONSE: Understood. Developer pours electric device pads or footings , i.e . transformers , pull boxes , or other device , per CSU specs and design. RESPONSE: Understood. Developer installs pull boxes and secondary pedestals per CSU specs and design , Pull boxes and secondary pedestals provided by CSU. RESPONSE : Understood. Final site plan must show all proposed electrical facilities necessary to provide electrical service , i.e . transformers, pull boxes, or switchgears , all meter locations , and conduit routing as designed by CSU . RESPONSE: Understood. /9 . To discuss any of the above electrical comments please contact Gilbert Martinez at 979.764 .6255 , Sam Weido at 979.764 .6314 , or Weldon Davis at 979.764 .5027 . RESPONSE: Thanks. SANITATION -/1. Sanitation is ok with this project . RESPONSE: Thanks. If you have any questions or comments, please feel free to call our office at 979-260-6963 . cc: File 5 Erika Bridges , EIT City of College Station P.O. Box 9960 College Station , Texas77842 MITCHELL M M MORGAN RE: Cottages of College Station PH 2 (CRED) Dear Erika , Attached please find the following: • One (1) 24 "x36" copy of the revised final plat ; and • Six (6) set of revised construction documents for stamping . STAFF REVIEW COMMENTS NO. 2 February 10 , 2015 Project: Cottages of College Station Ph . 2 (CRED) (14-00900269) ENGINEERING COMMENTS NO. 2 1. Between manhole C-1 and -Sta . 7 +00 -the depth of the line gets up to 25-ft and there is only an 18 .5-ft offset from the edge of the PUE. Response: We have increased the easement in this area to 49-feet. We have 24-feet on one side and 25-feet on the other. 2. Around Sta .7+50 -the line is about 15.5-ft deep , but there is less than 10-ft to the edge of the PUE. Response: We have widened this easement area to the 49-feet and then dropped it to 30-feet where depths are shallower. 3 . Between manholes C-3 and C-4 -the depth increases up to 19 .5-ft deep , but there is only 10-ft to the edge of the PUE . Response: This is now a 40-foot easement and we centered the line in the easement so you now have 20-feet from the line to the edge of the easement. 4 . Between manhole C-4 and -Sta.15+30 -the depth increases up to 19.5-ft, but there is only 10-ft to the edge of the PUE. Response: This easement is now 40-feet and centered on the line. 5. Between -Sta .16+10 and manhole C-7 -the depth increases up to 17 .5-ft , but there is only 10-ft to the edge of the PUE . 1 3204 EARL RUDDER FWY S. • COLLEGE STATION, TX 77845 • T 979.260 .6963 • F 979 .260.3564 CIVIL ENGINEERING • HYDRAULICS • HYDROLOGY • UTI LI TIES • STREETS • SITE PLANS • SUBDIVISIONS info@m1tchellandmorgan .com • www.m1tchellandmorgan com Response: We now have a 30-foot easement in this area and there is 20-feet to the edge of the PUE. 6. Steel encasement should be provided for the sewer crossing beneath the drainage channel around Sta .8+50. Response: Steel encasement has been added. Please note the following: 1. We have added the proposed grading since we now have that information. 2. We have added conflict utilities since we now have that information. 3. We have a private storm drain in the edge of the PUE near Manhole C1. If you have any questions or comments, please feel free to call our office at 979-260-6963. Veronica J . . or Managing Partner cc: File 2 C ITY OF C OLLEGE ST ATION Home o/Texas A&M Univ ersity• MEMORANDUM DATE : December 23 , 2014 TO : Veronica Morgan , Mitchell & Morgan , LLP , via ; v@mitchellandmorgan .com FROM: Jessica Bullock , Staff Planner SUBJECT: COTTAGES OF COLLEGE STATION PH 2 (CRED) 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) set of revised construction documents ; 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 : Crystal Real Estate Development , LLC , via ; wtsao@crvstaldeveloper.com Franky Lee , PMP , Architecture Demarest, via; flee@architecturedenarest.com P&DS Project No . 14-00900269 Planning & Developme11 t Servi ces P.O. BOX9960 • l!O l TEXAS AVENUE · COLL EGE STAT ION · TEXAS · 77842 TEL 979.764 .3570 ·FAX. 979.764.3496 cs t><. gov I devservices STAFF REVIEW COMMENTS NO. 1 Project: Cottages of College Station Ph 2 (CRED) (14-00900269) PLANNING 1. Please revise the length label in the 30-foot PUE on the west side . It currently shows S 00 '00 '00" W/1013 .82. 2. Meets and Bounds do not close for Lot 2RA , please revise. 3. Please change "Approval of Planning and Zoning Commission " to Certificate of Planning and Zoning Commission ". Please illustrate a separate instrument with volume/page for the private cross access easement between 2818 Place and Market Street. 5. Please provide legal description and names of adjacent property owners. It currently just shows legal description . 6 . Please revise title block to include phase 2 in the name of the plat. 7. If revising the plat to take out the Columbus Pacific Properties please revise plat , application, title block , etc ., to reflect changes . 8. Tie the subdivision to College Station horizontal control monument. 9. Please add general note that ~ inch rod set at all corners unless noted otherwise. 10 . FYI , as this plat includes a replat of existing property it will be on the regular agenda with a public hearing (agenda only) when it goes to P&Z. 11 . Please remove the second sentence of general note 3. 12 . The re are easements shown in the title report that are not depicted on the plat. Please verify that all applicable easements are shown . 13 . Please provide volume/page for existing 50-foot explorer pipeline easement. 14 . 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. 15. Please note that you may be required to submit paid tax certificates if they are not current prio r to the filing of your plat. Reviewed by : Jessica Bullock Date : 12/19/14 ENGINEERING COMMENTS NO. 1 1. Please provide a sanitary sewer report , NOi, and Letter of Acknowledgement. 2 . FYl. .. Additional Development Permit Fee in the amount of 1% of the total public infrastructure cost will be required. 3 . Plat/Sh .01/Sh .02 -The centerline of the sanitary sewer line should be at least 20-ft from the edge of the easement in order to be able to bench the trench at approximately 1: 1. Based on the depth of the sanitary sewer line (-20'-25 ') and the waterline being located in the same easement , the PUE needs to be w idened to 40 -ft in some areas. 4 . Plat/Sh .02 -Based on the sanitary sewer depths (>14 '), there should be a minimum 30-ft PUE between approximate Sta .17+50 and Sta .19+60 . 5. Sh .01 -There should be a maximum 500-ft between manholes . 6. Sh .01 -Show the waterline crossing the sanitary sewer main. The TCEQ requirements of centering the pipe joints and cement stabilized sand bedding for the sewer should also be noted . 7. FYI. .. The public infrastructure will need to be built or surety provided for it prior to the plat being forwarded to P&Z . Reviewed by : Erika Bridges Date : 12/22/14 ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION 1. SITE PLAN/PLAT: Developer will provide CSU with a digital , AutoCAD dwg format , version of plat and I or site plan as soon as it is available . Email to: gmartinez@cstx .gov , sweido@cstx .gov , or wdavis@cstx.gov 2 . LOAD DATA: The developer will provide load data to CSU as soon as it is available. This information is critical for CSU to accurately determine the size and number of transformers , and other equipment, required to provide service to the project. Failure to provide load data will result in construction delays and , due to clearance requirements , could affect the final building footprint. Delivery time for transformers and other equipment not in stock is approximate 26 weeks. 3. EASEMENTS: Developer provides temporary blanket easement for construction purposes and upon completion of project must provide descriptive easements for electric infrastructure as designed by CSU. 4. The following easements will be required : • 20 ' wide PUE along Holleman along the frontage of the development GENERAL ELECTRICAL COMMENTS 1. Developer installs conduit per CSU specs and design . 2. CSU will provide drawings for electrical installation . 3. Developer provides 30 ' of rigid or IMC conduit for each riser conduit. CSU installs riser. 4 . Developer will intercept existing conduit at designated transformers or other existing devices and extend as required. 5. If conduit does not exist at designated transformer or other existing devices , developer will furnish and install conduit as shown on CSU electrical layout. 6. Developer pours electric device pads or footings , i.e . transformers , pull boxes , or other device , per CSU specs and design. 7. Developer installs pull boxes and secondary pedestals per CSU specs and design , Pull boxes and secondary pedestals provided by CSU . 8. Final site plan must show all proposed electrical facilities necessary to provide electrical service , i.e . transformers , pull boxes , or switchgears , all meter locations , and conduit routing as designed by CSU . 9. To discuss any of the above electrical comments please contact Gilbert Martinez at 979.764 .6255 , Sam Weido at 979 .764.6314 , or Weldon Davis at 979 .764.5027 . Reviewed by : Weldon Davis Date : 12/5/14 SANITATION 1. Sanitation is ok with this project. Reviewed by : Wally Urrutia Date : 12/9/14 MEMORANDUM DATE : December 5 , 2014 TO: Veronica Morgan , Mitchell & Morgan, LLP , via; v@mitchellandmorgan.com FROM : Jessica Bullock, Staff Planner SUBJECT : COTTAGES OF COLLEGE STATION PH 2 (CRED C Thank you for the submittal of additional documents for your Final Plat -Residential application . Erika Bridges, Graduate Engineer II, and I have been assigned to review this project and it is being forwarded for review. It is anticipated that the rev iew will be completed and any staff comments returned to you on or before Friday, December 19, 2014. If you have questions in the meantime , please feel free to contact us . PC : Crystal Real Estate Development, LLC , via ; wtsao@crystaldeveloper.com Franky Lee , PMP, Architecture Demarest , via ; flee@architecturedenarest.com P&DS Project No. 14-00900269 Planning & Development Services P.O . BOX 9960 • 110 1 TEXAS AVENUE ·COLLEGE STAT ION · TEXAS • 77842 TEL. 979.764 . .3570 ·FAX. 979.764.3496 csb<.gov/devservices ·~-; .,.t, Scale : 1 Inch= 400 Fee Area: 41.578 Acres (1,811,123 .00 Square Feet) 14-269 TR 2RA FINAL PLAT OF A REPLAT COTTAGE OF COLLEGE STATION BLK 1LT2RA ACRES 41.58 Area: 41.578 Acres (1 ,8 11,123.00 Square Feet) Perimeter: 5578 .628 Feet Gap= 27 .667 (North 89° 59' 37" East) z 0 ~~ l..'W 0 v3 v. \0 -~ z 0 w 0 00 0 c;-0 . 0 ~d -0 r-1 DOES N O T CLOSE 11-5 -2014 BR SEE NOTES ON PLAT C-1 00 "' 0 ~ 0 9 0 0 0 0 0 VJ 1. Noo 0 00•00 11 E 132.8 3' 5. S51 °25'46"E 234.77' 9. S03°14'38"W 121.34' 13. S00 °00'00"W 1013 .8 2' 2. s90°oo·oo"E 167.95' 6. S51 °2 5'46"E 110 .5 5' 10 . S20°25'26"W Chl 13.42' Rad!92.D0'$62 °44 '18"W 732.83' 3 . Noo 0 00•00 11 E 286.80' 7. S67 °3 l 'OO"E Chl27.47' Rad230 .00'1LS5 I 0 30'03"E 120 .17' 15 . N48°14'40"W 654 .34' 4. N38°29'57"E 875.51' 8. S3 8°35 '27"E 24.81' 12 . Sl4°59'07"W 235.42' 16. N02°22'39"W 333 .05' GAP en-or caimot be greater than 0 .10 (See SOP for Exceptions) 17 . N : ., .. •i-' ;~ \, !-:·i Scale : 1 Inch= 550 Fee Area: 74.066 Acres (3,226,307 .00 Square Feet) 14-269 FINAL PLAT OF REPLAT COTT AGES OF COLLEGE ST A TION BLK 1LT2RA ACRES 41.58 Area: 74.066 Acres (3,226,307.00 Square Feet) Perimeter: 7594 .177 Feet Gap= 0.016 I. S00°00'00"W 1013.82' 6. N41 °44'04"E 2114.76' 11. N85 °29 '58"E 14 .23' 2. S62°44'18"W 732 .83 ' 7. N83 °49'00"E 231.75' 12. S38 °34'14"W 178.63' 3. N48°14 '40"W 654 .34 ' 8. S24°29'32"E Ch527 .75' Rad840.00'3LS83 °34'14"W 21.21' 4. N48°14'40"W 589.33' 9. S00°51'06"E 33.44' 14. S38 °34'14"W 60 .00' 5. N48°24'12"W 496 .23' 10 . S44°24'59"E 60.18' 15 . SS I 0 25'46"E 110 .55' GAP error cannot be greater than 0 .10 (See SOP for Exceptions) CLOSED 11-5-2014 BR ~ 0 9 0 0 0 0 0 CZl 16. S67 °3l'OO"E Chl27.47' Rad230 .00'. 17 . S38 °35'27"E 24.81' 18. so3 °14'38"W 121.34• 19 . S20 °25'26"W Chll3.42' Radl92 .00' 20 . S5 l 0 30'03"E 120.17' DEVELOPMENT REVIEW N ! ELD INING c-u TEXAS A&M UNIVERSITY 0 70 «> 280 Feet Zoning Districts R E RS GS R-1B D T Rural Estate Restricted Suburban General Suburban Single Family Residential Duplex Townhouse R-4 R-6 MHP 0 SC GC Cl BP vr DEVELOP MENT REVIEW Multi-Fam liy High Dens ity Multi-Family Manufactured Home Park Office Suburban Commercial General Commerc ial Commercial-Industrial 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 University Research and Development Planned Mixed-Use Development CRE D C OMM UNI TY A PAR TM ENTS Case : 14-2 6 9 POD WPC NG :-1 NG-2 NG-3 ov ROD KO R Planned Development District Wolf Pen Creek Dev. Corri dor Core Northgate Transit ional Northgate Residential Northgate Corridor Overlay Redevelopment District Krenek Tap Overlay FINAL PLAT Erika Bridges, EIT, CFM City of College Station Planning & Development Services PO Box 9960 College Station, TX 77842 MITCHELL MM MORG A N January 20, 2015 RE: LETTER OF ACKNOWLEDGEMENT FOR COTTAGES OF COLLEGE STATION PHASE 2 {CRED COMMUNITY APARTMENTS) Dear Erika : The purpose of this letter is to acknowledge that the construction plans for the final plat drawings for the Cottages of College Station Phase 2 (CRED Community Apartments) project, to the best of my knowledge do not deviate from the B/CS Design Guidelines Manual. I also acknowledge, to the best of my knowledge that the details provided in the construction plans are in accordance with the Bryan/College Station Standard Details. If you have any comments, or would like to discuss this further, please feel free to contact me. or Managing Partne Cc: file 3204 EARL RUDDER FWY. S • COLLEGE STATION , TX 77845 • T 979 .260 .6963 • F 979 .260.3564 CIV IL EN GINEERIN G • HYD RAU LI CS • HYDRO LOGY • UTILITIE S ST REETS • SITE PLA NS • SU BDIVISIONS 1nfo@m1tchellandmorgan com • www m1tchellandmorgan com ENGINEER'S ESTIMATE CRYSTAL REAL ESTATE DEVELOPMENT (CRED) APARTMENT COMMUNITY SANITARY SEWER NO. QUANTITY UNIT DESCRIPTION General Construction 1 1 LS Prepare R.O.W. 2 1 LS Mobilization 3 2,433 SY Cellulose Fiber Mulch Seeding 4 1 LS Erosion Control 5 1 LS Construelfon Sta General Construct! on Total: Sanlta Sewer 12" PVC Sanitary Sewer (03034 SOR 26) 0-10!! Depth -Struct ural 6 105 Lf 7 690 LF 8 620 LF 9 775 LF 10 4 EA 11 3 EA 12 1 EA 13 1 L.S . Backfill 12· PVC Sanitary Sewer (03034 SOR 26)10-15ft Depth. Struct U(81 Backfill tural 12' PVC Sanitary Sewer(03034 SOR 26)1!>-200 Depth-struc Beckfill ural 12· PVC Sanitary Sewer (03034 SOR 26)20-2611 Depth -Struci Backfill 4' Standard Manhole (10-1311) 4' Standard Manhole (18-20fl) 4' Standard Manhole (26ft) Connect to Exist stem Sanitary Sew er Total: Ion Total: General Construct Sanluuysew er Total: Total: ctlon Fee - UNIT PRICE TOTAL COST $ 10,000.00 $ 10.000.00 $ 5 ,000.00 $ 5,000.00 $ 0 .50 $ 1,216.67 $ 4,000.00 $ 4,000.00 $ 7 500.00 $ 7,500.00 $ 27,716.67 $ 95.00 $ 9 ,975.00 $ 120.00 $ 82,800.00 $ 170.00 $ 105,400.00 $ 190.00 $ 147,250.00 $ 7,500.00 $ 30,000.00 $ 8 ,500.00 $ 25,500.00 $ 10,000.00 $ 10,000.00 $ 5000.00 $ 5 000.00 $ 415,925.00 $ 27,716.67 $ 416,926.00 $ 443,641 .67 $ 4,436.42 ~·~l.CJV\ ) ·O\\' 15 \<AW ( .. , 1mo.1m.1(Jtt.J3''5'¥1·'"·'·m1uo11.m13:1@911.u;;;1;14ygmnri1Ji:t ·n•111:m141 -1tJ4-m1tjn1:1.J -U14-' University Tiiie Company Escrow Accoont 1021 University Drive East College Station, TX 77840 (979) 260 -9818 Wells Fargo Bank Texas, NA 3000 Brlarcrest Drive Bryan, TX 77802 37-6511119 GF No. 140145 DATE 06/20/2014 PAY One Hundred Twenty One Thousand Six Hundred Seventy Eight and 841100 TO THE City of College Station -Paving Liens ORDER OF Memo: FlrstAme I 0 l ' t. I I ' I ' I "t I ' I II ...... _,....,=.c Posting Date 0612712014 11• 10 L, q ?11• Posting Account Amount Serial No. Bank Reference No. $121,678.84 30497 30497 AMOUNT $121,678.84 al v. Volume 0 "' :z 0 0 ~ ~ "' 0 -1 FM 2818-HOLLEMAN ! ;I w~ : IMPROVEMENT LAYOUT ~ 1·i 111 !i CREO t • ~! 1i--------1fi{H 1 ..---------lh~J 11---------l ~ 1 1---------l~~~~ F"or Interim Re.,;e w Only These documenls ore not intended for construction, biddi"9, or perm it purpcscs. Prepored by: Joct J . Mitchell, P .E. No . 80649 .~jf ••••t••.,j••••C....+:>••••••f••••··••C-+..;t ••t .. •••••••••••~··•••••llool •••·C:t-~·•••••"•••~··••C!f-J~··••,.!••••••••<:..J-J 1 ••••••1 ••,.1 ,.,C-:t·...>··•1 •0••••••1•··~>··••••••~•••••••<..:ll....-.H • ··~·.J.LU•lul •~ _, CRYSTAL REAL ESTATE DEVELOPMENT LLC 15151 SURVEYOR BLVD SUITE A ADDISON, TX 75001 . 04-14 DATE 10/2 '--/ /!'-/ 1035 ·~ r., I~ 32 -7511 ;~~ ~ ;1 tit •OF_l~1~1~~~o~f~~~~-L-~_-~e~-S~~-~~7~'~~u~~~~~~-~~~1S ~.16i.~1 I Qvt Tr-tolJY't]'J\) kfutJp/t&v SlY.1''1 ctt.n1 td?J FOR ft..p / 0 • - . : Comerica Bank VMW .comerlca .com Dev. rt1-ti1-r fV8 '~~·~mmrni!!:&1!>~11·~DwD~•Dlllilli'!j~S~11~•~•~=~·~·~•D[!iill!lJ~wO~?i!Qfil!S ru~n~•=~,~•nB1!!1!.!!i!B~•~?gSl!.l!!l!!l•~2~g~g~1~1•!"1lllf.~il:l11iili~'!>Jm!llTiilll~~1!llllllillll'i~•~~~ Scale: 1 Inch= 400 Feet Area : 74.065 Acres (3,226,279.00 Square Fett) 14-269 FINAL PLAT OF REPLAT COTTAGES OF COLLEGE STATION PH 1 BLK 1 LT 1 & 2RA ACRES 32.49 & 41.58 Area: 74.065 Acres (3,226,279 .00 Square Feet) Perimeter: 7594.177 Feet Gap= 0 .016 I. N41°44'04"E 2114.76' 6. N85 °29 '58"E 14.23' 2. N83°49'00"E 231.75' 7. S38°34'14"W 178 .63' 3. S24°29'32"E Ch527 .75' Rad840 .0~.JS83°34'14"W 21.21' 4. S00°51'06"E 33.44' 9 . S38°34'14"W 60.00' 5. S44°24'59"E 60.18' 10. S51°25'46"E 110.55' GAP error cannot be greater th an 0.10 (See SOP for Exceptions) CLOSED 12-9-2014 BR ~ b 9 0 0 0 0 0 v:i 11. S67 °3l'OO"E Chl27.47' Rad230 .0W.JS1 4°59'07"W 235.42' 12. S38 °35'27"E 24 .81' 17. S00°00'00"W 1013 .8 2' 13 . S03 °I4'38"W 121.34' 18. s62°44•1s"w 732 .83' 14 . S20°25'26"W Chl 13 .42' Radl92.Illl'JR48 °14'40"W 654.34' 15 . SS I 0 30'03"E 120.17' 20. N48°14'40"W 589 .33' 21. CRYSTAL REAL ESTATE DEVELOPMENT (CRED) APARTMENT COMMUNITY DRAINAGE ANALYSIS February 2015 PREPARED FOR : DR. JIMMY Z. W ANG CRYSTAL REAL ESTATE D EVELOPMENT, LLC 15151 SURVEYOR ROAD, SUITE A A DD ISON, TE XA S 75001 Submitted to LLE E TATI N thr Imm of th~ Rmarch Valley By MITCHELL MORGAN ENGINEERS & CONSTRUCTORS 3204 EARL RUDDER FREEWAY SOUTH COLLEGE STATION , TX 7 7845 OFFICE (979) 2 6 0-69 63 FAX (979) 2 60-3564 CERTIFICATION This report for the drainage design for the Crystal Real Estate Development -Apartment Community was prepared 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 . ~'"'!\''''' _ ..... ~ OF TE. ''-/\ ?~.;.. ............... ~-11.si''• ll i _.. C":) ••• * ·· . .-'L . I $Jt / ·· ... •'f. A ~ I•: ............... ~ ·~ , '11 ~·veRoNiq~~~:~:~~~.I ' . \JI I I ,.-·;oc··'" 77689 //£ 3 \!% . ~,~ ... '9 Q/~,I~ I , , J 11 ~~··.~~!~:r.!:~\~c-,y 11 I'? '''\9StONA\. ~,....:-- ''''''''"'"..,.. · . ~FI . Veronica J.B . Morgan , P .E ., C.F.M . 'fit2M -44:;> Registered Professional Engineer State of Texas No . 77689 The Crystal Real Estate Development (CRED) Apartment Community Drainage Analysis INTRODUCTION The purpose of this drainage report is to present an analysis of the necessary drainage infrastructure for the proposed Crystal Real Estate Development (CRED) -Apartment Community development. The new multi-family residential site will be located in south College Station, near the Harvey Mitchell Pkwy (FM2818) and Holleman Drive intersection, adjacent to and north of Cottage Lane and Market Street. This drainage report provides analysis for the infrastructure required to facilitate attenuation and removal of onsite flow from this multi-family project. The report includes the analysis of the 32.49 acre property as well as the surrounding properties that drain to and through this tract. GENERAL LOCATION & DESCRIPTION The CRED development will be located in College Station , Texas, south of the Harvey Mitchell Pkwy S (FM2818) and Holleman Drive intersection. The site is currently undeveloped. The development is situated at the top of the White Creek Drainage Basin. An overall site plan for the project can be seen on Exhibit 1. The site will gain driveway access from the intersection of Cottage Lane and Market Street, which is located on the south side of the site. The proposed development includes a clubhouse , amenities , and one, two , and four bedroom apartments. All underground utilities, paving and buildings on the site will be constructed in a single phase. Underground stormwater systems will be used to convey runoff from the site to two existing detention ponds that were initially developed with the adjacent project , the Cottages of College Station. The drainage report for the Cottages of College Station dated March, 2009 has been included in this report as Appendix A. These 2 onsite detention facilities utilize Whites Creek Tributaries 1 & 3 as storage facilities, with an outlet control structure on the creek. In addition, some stormwater from the project leaves the site undetained to both Study Point 1 and Study Point 2 to the tributaries of Whites Creek. DRAINAGE DESIGN CRITERIA All drainage design is in accordance with the Bryan/College Station USDG . As such: • Design rainstorm events consist of the 5-, 10-, 25-, 50-and 100-year, 24 hour duration hypothetical frequency storm events in order to analyze the effectiveness of the detention facilities as well as capture conservative peak flow values. • Flow calculations are based on the Soil Conservation Service Curve Number Loss Method. Curve Numbers are based on soil type and land use in the subbasins and impervious cover data was used to calculate percent impervious. • The target peak runoff rate for the post-development condition is that of the pre- development peak flow rate at the study confluence . The analysis locations for the study are identified as three tributaries, Unnamed and Tributaries 1 & 3, of White Creek located within the property boundary of the site . The effects of the proposed development at the study confluences will be considered in determining whether the design objectives were satisfied. The CRED -Apartment Community Drainage Report PRIMARY DRAINAGE BASIN DESCRIPTION The proposed project site is located within the White Creek Drainage Basin. As demonstrated in Exhibit 2.1, the property does contain regulatory 100-year floodplain on the Unnamed Tributary of Whites Creek per the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) panel 0305F, with an effective data of April 2 , 2014 . Prior to this map panel being adopted, the prior regulatory floodplain looked similar and can be seen on Exhibit 2.2. The history of this floodplain is that with the adoption of a LOMR on May 22, 2008 , the regulatory floodplain was no longer extended up Tributary 1 and 3 within the CRED development and the floodplain on the Unnamed Tributary was a general inundation location not based upon hydraulic calculations , (i.e. unnumbered "A " zone). In an effort to size the culverts on Holleman Drive South , a full HEC-RAS analysis was performed for the Unnamed Tributary during that design . Located in Appendix A is Exhibit 2.2 which was prepared from the modeling of the culverts on S . Holleman Drive. The 100-year floodplain from this study is the best available information for this tributary and was used in this drainage study . It should be noted that the model and results from the drainage study in Appendix A has not been submitted to FEMA for regulatory adoption . Tributary 1 and 3 per the FEMA FIRM maps do not contain regulatory floodplain on the CRED property. All regulatory floodplain on these 2 tributaries ends at the 2818 Place Properties property line based upon the modeling performed for the May 2008 LOMR and subsequently adopted by FEMA. Only the Unnamed Tributary contains regulatory floodplain within the CRED property and this branch does not affect the CRED multi-family site development. Currently , there is only the Cottages of College Station development that contributes flow from offsite to the property. The flow from the Cottages development is primarily contained within the 2 existing detention facilities and a small portion drains to the Unnamed Tributary of Whites Creek (Study Point 3). All drainage areas on the CRED development will drain to three primary outfall points . These are discharge to the existing Tributaries 1 & 3 of Whites Creek on the west property line of the subject tract, as well as discharge to the Unnamed Tributary to the NE of the site . The site currently consists of grasslands and approximately 50% tree cover. The tree cover is mainly located along the Tributaries 1 and 3 of White Creek. Percent impervious cover for the site will be computed for the pre-development and the post-development conditions . STORMWATER RUNOFF ANALYSIS ON-SITE STORM SEWER SYSTEM Pre-Development Drainage Basin The pre-development analysis for the CRED development consisted of 3 drainage basins (See Exhibit 3). These basins were used to create the drainage area divides and compute flows for each of the three study points, named Study Point-1, Study Point-2 and Study Point- 3 and these locations can be seen on Exhibit 4. 1. Site Plan Post-Development Drainage Basin The development of the multi-family residential buildings will result in a significant addition of impervious cover and a larger peak runoff rate from the site. The post-development analysis of the CRED project includes 31 drainage basins as seen in Exhibit 4.1 . All subbasins will drain through a proposed stormsewer system to the proposed detention ponds located in Tributaries 1 & 3 and several small pipe discharges to the NE toward the Unnamed Tributary The CRED -Apartment Co mmunity Drainage Report 2 of Whites Creek . Storm sewer infrastructure was sized based on rational method flows determined from the defined proposed drainage areas shown in Exhibit 5 . Exhibit 4.2 illustrates the site storm sewer locations as well as the inlets that pick up the drainage from each of the drainage basins . From these exhibits it can be seen that Drainage Areas 1, 2 and Pond South contribute to Study Point 1, while Drainage Areas 3-13, 19-22 and Pond North contribute to Study Point 2 and Drainage Areas 14-18, and 23-29 contribute to Study Point 3. Exhibit 5 illustrates the drainage areas and the runoff contributing from each area based upon the Rational Method for each of the various storm events . Exhibits 6.1 & 6.2 show the pipe sizes calculated using the runoff from each of these drainage areas for the 10-year and 100- year storm events respectively . These exhibits also illustrate the outfall velocities at each outfall for the 10-and 100-year events . All outfalls have velocities that are less than 10 fps and the grading plans contain rock rubble at each of these outfalls to help dissipate this energy . Please note that inlet 11 a does not have a separate drainage area associated with it but rather picks up a portion of Drainage Area 1. We have added inlet 11a where the stormwater will be turning 90 degrees in the parking lot. This will help pull the stormwater into the system . We have assumed that approximately 20% of the flow will enter this grate inlet and the remaining will continue on to inlet 11 which is sized for the full flow . To prevent ponding , four curb inlets and 19 grate inlets have been added to the site design . In addition there is a trench drain provided at the driveway connection to the 2818 Place Apartments. This trench grate will help capture runoff on this driveway and prevent it from leaving the CRED development and entering the 2818 Place property . Capacity calculations were performed for the 10 & 100-year storm events to size the proposed curb and grate inlets. Peak runoff rates were calculated using the Rational Method (Exhibit 5) and this information was used for sizing . All curb inlets will be standard 5 ', 10 ' and 15 ' inlets, sized for the 10-year event. Grates were sized as well for the 10-year event and the results can be seen in Exhibits 7.1 and 7.2. As seen on these exhibits, the ponded water surface elevation for the 100-year storm event is calculated at each of these inlets and is lower than the top of the recessed inlet or less than 6" for the grates , as applicable . Please refer to partial grading plans (Exhibits 11.1-11.6) to see the grading in the areas around each inlet and where the ponded areas will occur at each inlet. Hydraulic grade lines (HGL 's) were calculated for the storm sewer system for the 10 and 100- year storm event. Exhibits 8.1 & 8.2, and Exhibits 9.1 & 9.2 show the HGL 's for all storm sewer pipes discharging into the existing south and north detention ponds respectively . Exhibit 10.1 & 10.2 show the HGL 's for the pipes which flow directly into the Unnamed Tributary of White Creek . Tailwater elevations for the storm sewer system were based upon calculated water surface elevations in the detention ponds for each storm event. As seen on Exhibits 8-10, all HGL elevations throughout the pipe system are less than the gutter grade of the inlet or the top of grate, as applicable. The CRED -Apartment Community Drainage Report 3 HEC-HMS Detention Pond Design General Information For the purpose of this analysis , HEC-HMS was used to analyze the detention pond design for the site. Storms were generated for all studied rainfall events using the depth-duration data taken from the National Weather Service TP-40 . The storms generated were used for post- development analyses . Post-development hydraulic modeling was performed for all specified rainfall events and included the required 2-through 100-year rainfall events specified by Bryan/College Station USDG. Runoff losses due to infiltration and initial abstractions were calculated using the SCS (NRCS) Curve Number Loss Method . These parameters were calculated using the Curve Number, established from soil type in the Brazos County Soil Survey , and percentage of impervious cover in the basins. The project drainage basin consists of Type D soil with a Curve Number of 75 for Antecedent Moisture Condition (AMC) II. Direct runoff hydrographs were generated using the calculated runoff depths and the SCS dimensionless unit hydrograph. This analysis was performed for the three study points as seen in Exhibit 4.1. The analysis was run for 3 conditions , Original, Existing and Proposed Conditions. These are defined as follows: • Original Conditions = Conditions prior to Cottages or CRED Development • Existing Conditions = Conditions with Cottages Developed and CRED Undeveloped • Proposed Conditions = Conditions with Cottages Developed and CRED Developed Exhibits 12.4, 12.5 and 12.6 illustrate the drainage areas associated with these 3 conditions. Original Conditions This HEC-HMS analysis is to allow for a baseline comparison to the original runoff from the undeveloped property. Runoff was computed for the undeveloped flows contributing to Tributary 1 and 3 as well as the Unnamed Tributary to Whites Creek. A schematic of the HEC- HMS drainage basin model for the Original Conditions can be seen in Exhibit 12.1. Total peak runoff from Tributaries 1 and 3 and the Unnamed Tributary to Whites Creek for this state was computed and can be seen in Exhibit 13.1 as well as the hydrographs in Exhibits 14.1-3 and Exhibit 15. 1. Existing Conditions The Existing Conditions state was then modeled in HEC-HMS . A schematic of the HEC-HMS drainage basin model for the Original Conditions can be seen in Exhibit 12.2. The increased runoff from the Cottages development primarily drains to the two ponds and the flow is detained and the increased runoff rate reduced with the use of outlet control structures . The design of the Cottages development utilized a natural creek bed to detain within . The detention pond sizes were determined using the ultimate development of the Cottage development as well as the addition of the CRED multi-family site. And although other properties within the Cottages of College Station Subdivision may not drain to these ponds they may be able to capitalize on the significantly reduced flows from these ponds in their drainage design . The outlet control structure for Tributary 1 detention pond (South) consists of a 24 " RCP and 20 ' emergency overflow weir that will drain directly into the existing Tributary 1 reach. The outlet control structure for the Tributary 3 detention pond (North) consists of an 18 " RCP pipe and 48 " grate inlet along with a 20 ' emergency overflow weir . These 2 outlet structures which The CRED -Apartment Community Drainage Report 4 control the flow then discharge into a 36 " RCP discharge pipe . The discharge pipes from the 2 ponds directly discharges into the existing creeks , Tributary 1 and 3 respectively , while the overflow weir discharges around the side of the berm to the creek to avo id damage to the berm . As seen in Exhibit 13.2 as well as the hydrographs in Exhibits 14.1-3 and Exhibit 15.2, the detention ponds effectively reduced the runoff from the Cottages development to below predevelopment levels . Proposed Conditions The Proposed Conditions state was also modeled in HEC-HMS . A schematic of the HEC- HMS dra i nage basin model for the Original Conditions can be seen in Exhibit 12.3 . The increased runoff from the CRED development primarily drains to the two ponds that were constructed with the Cottages development via underground storm sewers . The CRED increased runoff is detained within the ponds and controlled by the same primary control structures that were constructed with the Cottages construction . Some of the CRED development leaves the site undetained but that is modeled as well and accounted for in the HEC-HMS r uns. These undetained portions of the project can be seen on Exhibit 12.3 and then again tabulated on Exhibit 13.3 . As seen in Exhibit 13.3 as well as the hydrographs in Exhibits 14.1-3 and Exhibit 15.3, the detention ponds effectively reduced the runoff from the Cottages and CRED developments to below predevelopment levels. The majority of the outlet control structures that were constructed with the Cottages of College Station development are NOT being altered with this new CRED development. The only except ion to that is the overflow structure on the North Pond . In this particular case the emergency overflow was changed from a 20ft overflow weir to an overland weir through the parking lot and to the trench grate at the 2818 Place property line as seen on the grading plan in Exhibit 11.2. The tables below illustrate the original , existing and proposed development runoff rates at each of the 3 study points. From these tables it can be illustrated that at each Study Po int the CRED development is maintaining a discharge rate less than that generated from the original undeveloped state . Storm Event 2-YR 5 -YR 10-YR 25 -YR 50-YR 100-YR Th e CRED -A pa rtm ent Co mmunity Drainage Report Study Point 1 Runoff (cfs) Original Existing 147.5 69 .7 213 .5 88.4 253 .1 99 .4 304.4 112 .9 332 .2 120.7 376 .4 131.3 Proposed 66.3 83 92 .7 1 04 .6 111.4 120 .6 5 Study Point 2 Runoff (cfs) Storm Event Original Existing Proposed 2-YR 80.4 58 55 .5 5-YR 116.4 66 .7 61.8 10-YR 138 71.6 65 .6 25 -YR 166 77 .4 72 .1 50-YR 181.1 80.8 79.6 100-YR 205 .2 88.2 91.7 Study Point 3 Runoff (cfs) Storm Event Original Existing Proposed 2 -YR 407.4 353.3 357.4 5 -YR 591.8 508.5 509.5 10-YR 702 .2 601 .5 600 .7 25 -YR 844.7 722 .7 720 .7 50-YR 922.3 788 784 .8 100-YR 1045 .2 892 .3 887 .8 Detention Pond Water Surface Elevations 10-25-50-100-100-Year 2-Year 5-Year Year Year Year Year Clogged Existing Pond 1 (South) 305 306 .69 307 .74 308.94 309.68 310.45 Pond 2 (North) 310.82 311.86 312 .45 313.17 313 .55 314 Proposed Pond 1 (South) 305.3 307.06 308 .13 309 .31 310 .07 310.85 314 .62 Pond 2 (North) 311.14 312.14 312.73 313.4 313 .79 314.19 3 18.4 The ponds were in it ially designed with sufficien t freeboard to meet the City d rainage design cri teria. Wi th the add ition of the CRED Development this freeboard is st ill achieved . The water surface elevation w ith in each pond for the individual storm events are shown in the table below. CONCLUSION Although the development of the new CRED -Apartment Community will significantly increase volu me of r unoff from the site , the existing on-site detention facilities will mitigate t he effects of t he CRED development as well as the development of the Cottages of College Station . The changes in the drainage patterns that occur as the result of developing the CRED property will have little impact on the propert ies surrounding the site . Th e CR ED -Apartment Community Drainage Report 6 ATTACHMENTS EXHIBITS EXHIBIT 1: EX HIBIT 2.1: EXHIB IT 2.2: EXH IBIT 3: EXH IBIT 4 .1: EXHIBIT 4.2 : EXHIB IT 5: EXHIB IT 6.1: EX HIBIT 6.2 : EXHIBIT 7.1 : EXHIBIT 7 .2 : EXHIBIT 8 .1: EXHIBIT 8 .2: EXHIB IT 9.1: EXHIBIT 9.2: EXHIBIT 10 .1: EXHIB IT 10 .2 : EXHIBIT 11 .1: EXHIBIT 11.2 : EXH IBIT 11 .3 : EXHIBIT 11.4: EXHIB IT 11 .5: EXHIBIT 11 .6 : EXHIBIT 12 .1: EXHIB IT 12 .2 : EXHIBIT 12.3: EXH IBIT 12.4: EXH IBIT 12 .5: EXH IBIT 12.6 : EXH IBI T 13.1 : EXHIBIT 13.2 : EX HIBIT 13 .3: EXHIBIT 14.1 : EXHIBIT 14 .2: EX HIBIT 14.3 : EX HIBIT 15 .1: EXHIBIT 15 .2: EX HIBIT 15.3: Appendix Appendi x A: CRED Overa ll Site Plan FIRMette -FEMA Map Panel 0305C (Effective April, 2014) FIRMette -FEMA Map Panel 0182 C (Effective May, 2008) Existing Site Drainage Areas Proposed Site Drainage Areas Proposed Storm Drain Location Rat io nal Formula Drainage Area Calc ulations Pipe Capac ity Ca lculation s -10-Year Storm Pipe Capac ity Ca lculation s -100 -Year Storm Grate/Curb Inlet Capac ity Ca lcul ations -10-Year Storm Grate/Curb Inl et Capac ity Ca lcu lati ons -100 -Ye ar Storm HGL Ca lculation s South Pond -10 -Ye ar Storm HGL Ca lcu lations South Pond -100-Y ear Storm HGL Calculations North Pond -10-Year Storm HGL Calculat ion s North Pond -100-Year Storm HGL Calculations Creek Side -10 -Ye ar Storm HGL Ca lculatio ns Creek Side -100-Year Storm Partial Site Grading Plan Partial Si te Grading Plan Partial Site Grading Plan Partial Site Grading Plan Partial Site Grading Plan Partial Site Grading Plan HEC-HMS Drainage Locations -Original HEC-HMS Drainage Locations -Existing HEC-HMS Drainage Locat ions -Proposed HEC -HMS Drainage Area Map -Or iginal Conditions HE C-HMS Drainage Area Map -Existing Condit ions HE C-HMS Drainage Area Map -Proposed Cond itions HEC-HMS Results -Study Point 1 HEC-HMS Results-Study Point 2 HEC-HMS Results -Study Point 3 HEC -HMS Pond Hydrographs -Original HEC-HMS Pond Hydrographs - Existing HEC-HMS Pond Hydrographs -Proposed HEC-HMS Site Hydrographs -Original HEC-HMS Site Hydrographs -Existing HEC -HMS Site Hydrographs -Proposed The Cottages of College Station Drainage Report (Dated March, 2009) The CRED -Apartment Com munity Drainage Repo rt 7 APPENDIX A THE COTTAGES OF COLLEGE STATION-STREET DESIGN DRAINAGE ANALYSIS March 2009 Prep ared f or : ROB H OWLAND, CO O C A PSTONE -C S, LLC 4 31 O FFIC E PAR K D RIV E BIR M INGHAM , A L 35223 Submitted to 'IJ ~ ClTY OF COLL EGE TATI N • tht hmrt of tbe Rtsearch Valley B y MITCHELL M M MORGAN ENGINEERS & CONSTRU CTORS 5 11 U NIVERS ITY DRI VE, SUI TE 2 0 4 C OL LEG E ST ATI ON, TX 77840 OFFI CE (979 ) 26 0 -6963 FAX (9 7 9 ) 2 60-3564 CERTIFICATION This report for the drainage design for the Cottages of College Station street system including Holleman Drive, Manor Avenue, Cottage Lane and Market Street development was prepared under my supervision in accordance with provisions of the Bryan/College Station Unified Drainage Des ig n Guidelines for the owners of the property. A ll license s and permits require d by any and all state and federal regulatory agencies for the proposed drainage improvem ents have been issued . Veronica J.B. Morgan, P.E., C.F.M . Registered Professional Engineer State of Texas No. 77689 The Cottages of College Station Drainage Analysis INTRODUCTION The purpose of this drainage report is to present an ana ly si s of the necessary drainage infrastructure for the proposed street system which entai ls Holleman Drive, Market Street, Manor Avenue, and Cottage Lane. The new street system will be located in south Col lege Station, near Harvey Mitchell Pkwy (FM2818) and Jones -Butler Road . The newly constructed roads include extending Holleman Drive from FM 2818 ultimately to Jone s- Butler Road . The proposed Market Street , Manor Avenue, and Cottage Lane will be connected to the newly constructed Hol leman Drive . The drainage report provide s a flood analys is extending onto the site property and analysis for the infrastructure required for removal of on site f low. The report inc lud es the analysis of the 52 .045 acre property . GENERAL LOCATION & DESCRIPTION The proposed Holleman Drive extension , Manor Avenue, Market Street, and Cottage Lane w ill be located in College Station, Te xas , south of Harvey Mitchel l Pkwy S (FM2818), connecting FM 2818 to Jones-Butler Road . The si t e is currently undeveloped . The development is situa ted at the top of the White Creek Drainage Basin . The site will ga in driveway access from FM 2818 and Jones-Butler Road . Manor Avenue and Market Street will gain acces s from the newly constructed Holleman Driver . Cottage Lane will gain access from Manor Avenue and Market Street. The proposed development inc ludes the exten sion of Holleman Drive and addition of Market Street, Manor Avenue, and Cottage Lane . Additionally, the development will include the construction of storm sewer systems for remova l of onsite fl ow. Onsite flow from these street systems only wi ll be discharged un- at tenuated to White Creek Unnamed Tributary . Furthermore, two proposed culverts will be con structed to convey flow from Unnamed Tributary due to construction of the Holleman Dr ive extension . Please see Exhibit 7 for Genera l Location Map . DRAINAGE DESIGN CRITERIA Al l dra in age design is in accordance with the Bryan/College Station USDG . As such: • Des ign rainstorm events consist of the 2-, 10-, 25-, 50-and 100-year, 24 hour duration hypothetical frequency storm events in order to ana ly ze the effectiveness of the detention facilities as well as capture conservative pea k flow values . • Flow calcu lations are based on the So il Conservation Service Curve Number Lo ss Method . Curve Numbers are ba sed on soil type and land use in the subba sins and impervious cover data was used to calcu late percent imperv ious . • The t arget peak runoff rate for the post-deve lopment condition is that of the pre- development peak flow rate at the study confluence . The ana lysi s confluence for the study is ident ified as White Creek Unnamed Tributary located on t he west property line of the subject tract. The effects of the proposed development at the study confluences will be considered in determining whether the de sign objectives we re satisf ied . PRIMARY DRAINAGE BASIN DESCRIPTION The proposed project site is located within the White Cree k Drainage Ba sin . A s demonstrated in Exhibit 2 . 7, a small portion of the property lies within the regulatory 100- year floodplain per the Federal Emergency Management Agency (FEMA ) Flood In surance Rate Map (FIRM ) panel 0182C, with an effective data of May, 22 , 2008 . With the adoption of the LOMR on May 22, 2008, the floodplain was no longer extended on Tri butary 1 and 3 The Co ttages of College Station-Street Design Drainage Rep ort in the subject tract. Only in the Unnamed Tributary did FEMA reta in the approximated Zone A designat ion . Per FEMA regu lations contained in 44 CFR 60.3(b) (3) "Require that all new subdivis ion proposals and other proposed developments (inc lu ding proposa ls for man ufactured ho m e pa r ks and su bdiv isions) g reat than 50 lots or 5 acres, whichever is the lesse r, include w ith in such proposa ls base f lo od elevat io n data ." To comply with this section, this flood study wi ll defi ne the exist in g 100 yea r fl ood bo u ndary but w il l not be submitted for regulatory flood mapping . The flood st udy will be discussed in the subsequent section of this report . Currently, there are no offsite drainage sources to the site. All d rainage areas wil l be locate d onsite an d will dra in west, northwest to one of th ree tributar ies of Wh ite Creek. The f lood study wi ll be comp leted fo r all three trib utaries . For the purpose of this dra inage report , the focus w il l be o n th e Un named Tr ib utary of Whi te Creek d u e to the location of the p roposed roadways. The site co nsists of g rass lands an d approximate ly 50% tree co ver . The tree cover is main ly concent rat ed along th e tribu t ari es of White Creek . Percent impervious cover for the site wil l be computed for the p re-deve lopment and the post- development condit ions . FLOOD BOUNDARY ANALYSIS PER EXISTING CONDITIONS Genera l Information The fl ood study d iscussed in this section wil l be an extension of a previously determined flood analysis for t he adjacent property, Place Properties, performed by Dodson Associates. The Pl ace Properties fl ood st udy (L OM R Case #0 7-06-1353 P) ends on the west property line of the subject tract. The ex isting fl ood boundary shown on FI RM 08 12C was adjusted and update d with the Place Prope rties flood stu dy . It was determined t hat the onsite flood boundary as identif ied on FIRM 08 12C was inaccurately located . Therefore, the purpose of this f lood study is to accurately locate the flood boundary area . This flood st udy wi ll be deve loped by us ing steady flow modeling . To complete t he Capstone fl ood study, water surface elevations per Place Propert ies flood study will be used as a downstream boundary cond ition . The deve loped mode l w il l match the existing wate r surface elevations located at the west property line of the site . See Table 1 fo r existing water surface elevations used as downst ream boundary cond itions . The Cottages of College Station-Street Design Dra inage Report 2 Ta bl d c d ". e 1: Downstream Boun ary on 1t1ons Reach I Station Profile WSEL Unnamed Trib . I 8201 50 % 299 .14 20 % 299 .93 10% 300 .17 4 % 300 .55 2% 300 .82 1% 301 .07 0.20 % 301 .97 Tributary 1 I 1487 50 % 298 .86 20 % 299 .23 10% 299.3 4% 299 .39 2% 299.49 1% 299 .59 0.20 % 300.35 Tributary 3 I 314 50 % 302 .76 20 % 303 .06 10 % 30 3.16 4 % 30 3.31 2% 303.41 1% 303 .51 0.20 % 304.08 Drain age Patterns-Existing Conditions Initia ll y, d rainage areas we re determined by sub basin d iv ides and location of tributaries . Exhib it 3 illustrates the existing drainage basins use d for determining hydrolog ic param eters . Ex isting Drainage Area 8 wi ll drai n off site to Dow ling Road and w ill not affect the st ud y of Tributary 1, Tributary 3 and Unnamed Tributary . Hydro logic Analysis-Existing Co n d i tions For the purpose of this ana lysis, Flood Boun d ary Ana lys is, storms we re generated for all studied rainfal l eve nts using t he depth-duratio n data take n from the National Weather Serv ice TP-40. Usin g HEC-HMS, th e storms ge nerated were used for both the pre-and post-deve lopment analyses . Pr e-an d post-development hy draulic mode ling was performed for all sp ecified ra in fa ll events and inc luded the required 2-t h rough 100-year rainfa ll events specif ied by Brya n/Col lege Stat ion USDG . Resu lts can be found in Ex hibits 8 .2-8.7. Peak drainage area flows were used as input parameters for t he steady flow model. Runoff losses d ue to infi ltration and in itial abstract ions were calcu lat ed using t he SCS (NRCS) Curve Number Los s Method . These parameters we re calculated using t he Curve Number, established from so il type in t he Brazos County So il Surve y, and percen t age of impervious cover in the basins . The proj ect drai nage ba si n co nsists of Ty pe D soi l w it h a Curve Number of 75 for Antece dent Moist u re Co nd ition (AMC) II. Di rect runoff hydrographs were generated using th e calcu lated r unoff depth s and t he SCS d imension less unit hydrograph. See Exh ibit 8 . 1 fo r b asin pa rameters used in the hydraulic modeling . Hy dra ulic Analys is-Ex isting Conditions It was initially assumed that the flood analysis study perfo r med by Do dson Associates for the adjacent property would be extended through the site prope rty . However , after The Cottages of College Station-Stree t Design Drainage Report 3 determin ing the drainage areas for the three o nsite trib utaries, it wa s determin ed that no addi tion area , other than t he si te property, would drain to the tr ibutaries. Therefore, a sepa rate HEC-RAS model will be constructed for the tribu tarie s location on the site property and f lood bou nd aries w ill be determined . A s previo usly ment ion ed, water surfa ce elev ation s determ in ed from the flood study for Pla ce Prope rt ies at the site property line will be used as downst ream boundary condit ions. Cross sections were entered le ft to right, facing downstream . Cross sections are inserted at cha nge s in the channel to achieve optimum channe l characterist ic s. C hanges in t he chan nel result from a change in discharge, slope, shape , ro ughness, and hydraulic stru cture s. Also, they are constructed perpendicular to t h e flow line and were pl ace d in a ma nner to avo id overlap . The channe l is not st raight, so the cross sections are not para ll el to each other, res ulting in different downstream reach lengths for r ight, left and ch annel ove rban ks . Once th e geometry was de fi ned , stea dy flow data was ca lcul ated for all storm events . The peak flows for eac h dra inage sub ba sin woul d be introduced into the model at a point of intersect ion between the su bbasin and the tributaries . Typi cally, the most downstream po int of intersec t ion was used an in se rt ion lo cat ion of peak flow data. Tab le 2 . 1 below conta in s the flows used at cross sect ion s thro ughout the th ree tributar ies . T bl 2 1 E . f P k fl L t" f HEC RAS d I a e .. XIS inq ea ow oca ions or -mo e 50% 20% 10% 4% 2% 1% 0.20% Trib1 Xsection Q (cfs) Q (cfs) Q (cfs) Q lcfsl Q lcfsl Q lcfs) Q lcfsl 15541 .29 9.9 16 .6 20 .9 25 .7 29 .1 33 .3 48 .7 15055 .74 22 .6 37.9 47 .6 58 .5 66 .3 75 .9 11 0.9 14641 .28 40 .7 68 .3 85 .8 105.4 119.4 136.8 199.9 14301 .0 1 51 .2 86 108 132.7 150.3 172 .2 251 .6 14095.88 77 .3 129.9 163.2 200.4 227 260 .1 380 .1 Trib3 13469 .6 27 .7 4 7 59 .1 72.5 82 .5 94 .5 141.4 12791 .88 37 .8 64 80.4 98.7 112.1 128.5 191 12576.03 45 .7 77 .2 97 119 135.1 154.9 229 .6 Unnamed 11050.74 16.3 27 .6 34 .7 42 .5 48.2 55.2 81 .2 10290.33 58 .6 100.1 126.5 155.4 177.1 202 .9 303 .8 10164.37 77 .9 132.9 167.9 206.1 234 .8 268 .9 402.8 9867.082 91 .2 155.2 195 .9 240.4 273 .7 313 .5 467 .9 9725 .573 114 190.9 239 .8 293 .8 334 .1 382 570 .2 9649.044 124.3 208.2 261 .6 320 .5 364.4 416.7 620 .9 9540 .0311 128 214.4 269.4 330 .1 375.2 429.1 639 9195.853 137 228.7 287 .1 351 .7 399 .5 456 .8 679 .1 8995.415 158.7 266 .1 334 .5 409 .9 466 532 .9 79 4 .8 Fork1 857 .2039 23.4 40 50 .6 62.2 70 .9 81 .2 123 459 .924 30.3 51.6 65 .1 80 91.1 104 .3 156.8 55 .6269 35 .3 59.9 75 .6 92 .8 105 .7 121 181.2 Due to the short length of the reaches and the steepness of the channel f lowlin e, mi xed flow regim e was used. Therefore, su b-cr itica l and su per-critical flows are present in the mode l. Fo r a mixed flow regime to wo r k correct ly, an upst re am boundary con di t ion has to be defin ed . To sa ti sfy this, norma l depth was used. Norm al depth was approximated with The Cottages of College Station-Street Design Drainage Rep ort 4 the average slope of the reach . With the geometry, steady f low data, and boundary condit io ns defined, the model was used to generate f lo od boundaries for the property . Exhib it 2 .2 illu strates these flood boundaries for the exist ing condit ion s. Mode lin g outputs and profiles can be seen in Appendi x B. STORMWATER RUNOFF ANALYSIS STREET DESIGN ONLY (Holleman Dr., Manor Ave., Market St., & Cottage Ln.) General Information For the purpose of this drainage report , the focus will be on the location of the proposed roadways which will affect the Unnamed Tributary of White Cre~k . A proposed drainage report will be generated at a later date for the development of the Cottages of Col lege Stat ion Site Plan and the effects on Tributary 1 & 3 . Proposed Drainage Patterns With the proposed development of the four streets and the future development of the Cottages of Co ll ege Stat ion, proposed drainage areas were developed. For the proposed analys is, the area of focus will be the drainage areas that will affect the Unnamed Tributary of White Creek (see Exhibit 3). Post-Development Drainage Basin The development of the proposed roadways will resu lt in a reasonable addition of imperv iou s cover . However, as seen on Exhibit 3, a large amount of drainage area has been diverted from the Unnamed Tributary of White Creek to the tributaries 1 & 3. Therefore , even with the increase in impervious cover, there will be no increase of the peak flow rate in the Unnamed Tributary from the site . With reduced peak runoff rates, the runoff produced from development of the streets wil l be released un-detained . See Table 3 for a compar ison of the existing and proposed peak flow rates at the most downstream cross sect ion of the Unnamed Tributary . Table 3: Comparison of Peak Flows PROFILE Reach Station Conditions 50% 20% 10% 4% 2% 1% Q (cfs) Q (cfs) Q (cfs) Q (cfs) Q (cfs) Q (cfs) Unnamed Trib 8995.415 Existing 158.7 266 .1 334.5 409 .9 466 532 .9 Unnamed Trib 8995.415 Proposed 158 259 .2 308 .6 375 .6 422 .8 481.4 The post-development analysis of this development included the drainage areas located within the area of focus as seen in Exhibit 3 . As previously ment ioned , the SCS curve numbers remained the same while the percentage of impervious cover in creased on the project site within the majority of the subbasins . One subbasin, DA 64 will drain offsite, while the majority of drainage subbasins wil l remain undeveloped and unchanged . Proposed stormwater pipe will be used to remove runoff from the developed streets . There will be five outfal l points of di scharge into the Unnamed Tributary . Three of the outfa ll points will be located near the most upstream section of the rea c h . The remain ing two ou t fall points wil l be the proposed culverts 1 & 2 as previously mentioned . Exhibit 3 illustrates the point of discharge into the Unnamed Tributary . Stormwater infrastructure was sized based on rat ional method flows . See Exhibit 4 for runoff peaks for each drainage area and Exhibit 5 for pipe size s calcu lated from runoff The Co ttages of College Station-Street Des ign Drainage Rep ort 5 peaks . HGL calcu lations were found for the stormwaterr system for the 10-and 100-year storm events . Tailwater elevations for the stormwaterr system were based upon calculated water surface elevations in the culvert. The water surface within cu lvert 2 was assumed to be the soffit elevation w ithin the culvert. This assumption was made due to culvert 2 being constructed by others as mentioned later in this section . See Exhibit 7 .1-7.2 for HGL calcu lations of proposed stormwater pipe . Stormwater profil es, including HGL calculations can be found in Exhibits 7.3-7.4 and road profiles for Ho ll eman Drive and Manor Avenue. Inlet capacity ca lculations (Exhibit 6 . 1 &6.2) were performed for the 10-and 100-year storm events to size proposed curb and grate inlets . Peak runoff rates were calculated using the Rational Method (Exhibit 4) and used to size the inlets . All curb inlets will be standard 5', 1 O' and 15' inlets . Hydro logic Analysis-Proposed Conditions For the purpose of this analysis , sizing the proposed cu lverts crossing Holleman Drive, storms were generated for all studied rainfa ll events using the depth-duration data taken from the National Weather Service TP-40 . Using HEC-HMS, the storms generated were used for both the pre-and post-development analyses . Pre-and post-development hydrau l ic mode ling was performed for all spec ified rainfall events and included the required 2-through 100-year rainfall events specified by Bryan/College Station USDG . Resu lts can be found in Exhibits 8 .2-8.7. Peak drainage area flows were used as input parameters for the steady flow model. Runoff losses due to infiltration and in it ial abstractions were calcu lated using the SCS (NRCS) Curve Number Loss Method . These parameters were calculated using the Curve Number, established from soil type in the Brazos County Soil Survey, and percentage of impervious cover in the basins . The project drainage basin consists of Type D soil with a Curve Number of 75 for Antecedent Moisture Condition (AMC) II. Direct runoff hydrographs were generated using the calculated runoff depths and the SCS dimensionless unit hydrograph . See Exhibit 8 . 1 for basin parameters used in the hydraulic modeling. Proposed Culvert In designing the proposed culverts located on Holleman Drive, closest to FM 2818, HEC- RAS was used in the sizing calculations. As mentioned ear lier, stormwater pipe was sized based on rational method. In determining the peak flows for flood ana lysis, the CN method was implemented in HEC-HMS. With a confli ct in methodology, the drainage areas corresponding to the stormwater system was merged with the undeveloped drainage areas (see Exhibit 8 . 1-Description). New peak flows were determined and used in a proposed model for the Unnamed Tributary to White Creek . See Table 4 for peak flows and location of insertion into the HEC-RAS model. Th e Co ttages o f Co lleg e Station - Stree t Design Drainag e Rep o r t 6 Table 4: Proposed Peak Flow Locations for HEC-RAS Flow Profile Reach Xsection 50% 20% 10% 4% 2% 1% Q lcfsl Q (cfs) Q (cfs) Q (cfs) Q (cfs) Q (cfs) Unnamed Trib 11147.53 11 .1 16 .5 19.8 23 .9 26 .6 30 .1 10745.82 18.4 27 .5 33 .2 40 .1 44.6 50 .6 10411 .9 60 .8 96 .7 119.1 145 163 185.8 10164.37 78.1 124.6 153 .7 187.2 210 .7 240.1 9867 .082 91.4 146.9 181.7 221.5 249 .6 284.7 9725 .573 97.3 164 .1 191 .7 233.5 262 .9 299 .7 9686 .643 123.6 204.8 242.4 295 .1 332.6 378 .7 9330 .98 135.2 221.1 260.8 317 356 .5 405.5 9195 .853 141 .6 231 .6 273.9 333 374 .6 426 .1 8995.415 158 259 .2 308.6 375.6 422 .8 481.4 In this proposed model, culverts were introduced at two locations on the proposed Holleman Drive. These two locations are labeled as Culverts 1 & 2 in Exhibit 3 . On ce the culverts were entered into the model, an iterative process was used in calculating the size of the cu lv erts . Final sizing was determined by the 100 year water surface elevation. The 100 year water surface elevation wou ld not exceed to the road elevation . Due to the soil condit ion currently located at the site and the susceptibi li ty to erosion , erosion contro l measures were taken . Cu lv ert 1 was sized to be a 7' x 5' RC bo x cu lvert. Dissipator b locks will be used at the downstream of the culvert. Additional ly rip-rap will be present on both upstream and downstream ends of the culvert. Culvert 2 located upstream near Market Street and Hol leman Drive was modeled to be a 6' x 5' RC bo x culvert. However, per the location and extent of construction, the second culvert wi ll be constructed by McClu re Engineering with the second construction phase of Holleman Dri ve, extending it to Jones - Butler Road . In sizing culvert 1, part of our design work, cu lvert 2 was defined to have a slope similar to the existing ground . With a lack of geometry information just upstream of cu lv ert 2 , due to an existing stock pond, a best approximation was used to define cross sectional geometry just upstream of culvert 2 . By viewing Exhibit 9, a hydraulic jump is present in the profile of the water surface elevations through culvert 2. Th is is partially due to unknown reach flowline elevations ju st upstream of the proposed culvert. However, the presence of the second culvert in the HEC-RAS model was necessary to correctly size culvert 1. Downstream effects of culvert 2 were needed to properly model culvert 1. All propo sed conditions output data from HEC-RAS can be found in Exhibit 9 as wel l. CONCLUSION Although the development of the new extension of Holleman Drive and addition of Market St reet , Manor Avenue, and Cottage Lane will increase volume of runoff from the site, the changes in drainage patterns will result in no attenuation needed for the effects of the development of this tract (see Table 2). The change s in the drainage patterns that occur as the result of developing the tract wil l not have adverse effects on the properties surrounding the Cottages of College Sta t ion site . The Co ttages of Co llege Station - Stree t Desig n Drainag e Repor t 7 ATIACHMENTS EXHIBIT 1: EX HIBIT 2 .1: EXHIB IT 2 .2 : EXHIBIT 3 : EXHIBIT 4 : EXHIBIT 5: EXHIBIT 6 .1: EXHIBIT 6 .2 : EXHIB IT 7.1 : EXHIBIT 7.2 : EXHIBIT 7.3 : EXHIB IT 7.4 : EXHIB IT 8 .1: EXHIBIT 8 .2: EXHIB IT 8.3 : EXHIBIT 8 .4 : EXHIBIT 8 .5: EXHIBIT 8 .6 : EXHIBIT 8 .7 : EXHIBIT 9 : APPEND IX A : APPEND IX B: General Location Map Firmette -FEMA Map Pane l 0182C (Effective July 1992) Generated Flood Boundary Map for Existing Conditions Drainage Area Map Rat iona l Formula Drainage Area Ca lcu lations Pipe Capacity Calculations Inlet Capacity Calculatio ns Inlet Capacity -100-Year Storm WSEs HGL Calculat io ns -10 -Year Storm HGL Calcu lations -100-Year Storm HGL Profile -SD -1, SD -2 HGL Profi le -SD-3, SD-4, SD -5 HEC-HMS Subbasin Parame t er s HEC-HMS 2-year Existing & Proposed Conditions Output HEC -HMS 5-year Exis t ing & Proposed Conditions Output HEC-HMS 10 -year Exist in g & Proposed Conditions Output H EC-HMS 2 5-year Exist ing & Proposed Conditions Output HEC -HMS 50 -year Existi ng & Proposed Cond it ions Output HEC-HMS 100-year Existin g & Propose d Conditions Output HEC -RAS WSEL Profile & oOutput for Hol leman Culvert Proposed Condit ions . Con struct ion Draw ings HEC-RAS Profiles & Output for Exist ing Conditions The Cotta ges of College Station -Street Desig n Drainage Repor t 8 1ooyr_Floodplain Per Dodson Associate 100yr_Floodplain Per Dodson Associate RAZOS_FEMA_FLOOD EXHIBIT ZONEX City of College Station 48 083 City of College Station 480083 FM 2818 Brazos County Unincorporated Areas 481195 ZONEX Legend 1 % annual chance (100-Year) Floodplain· 1 % annual chance (100-Year)·Floodway _ 0 .2% annual chance (500-Year) Floodplain APPROXIMATE SCALE JN FEET 250 JlONAL FLOOD INSURANCE ~ BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS PANEL 182 OF 250 (SEE MAP INDEX FOR PANELS NOT PRINTED) E ~fM!ilSUFFIX TOl,01YOf -CIR C :rB> JIAiAi 4'1 ltS OIR C .o~nF\ MAY 2 2 2008 MAP NUMBER I 48041C0182 C EFFECTIVE DATE: I JULY2, 1992 I . . Federal Em•!'¥'n(y M•nocemcnt Ag•11cy j I EXIBIT 2.1 I ~I1 _::;_: ------,,. ,/ : -i ! ' i 'I I I I /: I I I I I -: ! I I I' I I I i. -r 'I ~-~ i Ir ]. I I /,-. /' : I I ! l I :-- ! -:----T-. .:1IT1,..-//"' 1-'--~-. :1 1' -~ ~j ' \) / - I / _ _:___j ( \----~--:, i f--~--1-: I ( : I ..,n, Legend --Reach CL __ cross Sections 1illdo .... 1SOIMC ----·-----·:--- :l ~ ~ ~ "' " :l 0 0 z ffi 0 0 i ~ "' 5 " z z " u 51!: 5 c::c " _, ~ ,. _, wi;; z ~ ;:; ~ ;:; "'0 "'-' I= z Wz w_, g 0 >w >" ::> w 0 0 .... 0 _, o~ 0-> NO. AC . 0.45 0 .95 ft. .. ft. EA1 4 5.27 5.27 0.00 2.37 1.0 1.0 1.0 EA15 4.53 4.53 0.00 2.04 1.0 10 1.0 EA16 5.80 5.80 0.00 2.6 1 1.0 1.0 1.0 EA1 0.00 ~H3 1.0 1.0 1.0 EA18 4.82 4.82 0.00 2.17 1.0 1.0 1.0 EA19 6.70 6.<u 0.00 3.02 1.0 1.0 1.0 EA20 13.94 13.94 0.00 6.27 300.0 4.0 1268.9 EA21 4.63 4.63 0.00 2.08 1.0 1.0 1.0 EA22 3.60 3.60 0.00 1.62 1.0 1.0 1.0 EAB 15.83 15.83 0.00 ]12 300.0 25 1541 .3 EA1 12.76 12.76 0.00 5.74 300.0 1.0 1334 .S EA10 3.07 3.07 000 5.88 "300.0 ·2.~ EA9 3.15 3.15 0.00 1.42 1.0 1.0 1.0 EA11 ·2.21 7.2 7. n~ 1.02 1.0 1.0 10 EA13 7.69 7.69 0.00 3.46 300.0 4.0 702 .6 'EA12 6.03 8.03 O.oo '2.71 .,_ ~ EAS 9.91 9.9 1 0.00 4.46 300.0 2.5 1001.2 EA4 12.1 9.34 2.77 6.83 300.0 2.0 2255.7 EA5 6.07 6 .07 0.00 2.73 300.0 4.5 695.7 EA2 1.69 1.69 0.00 0.76 .0 1.0 1.0 EA3 3.68 3.25 0.43 1.87 1.0 1.0 1.0 EA7 4.72 4.72 000 212 300.0 '20 1108.8 DAJ 0.60 0.00 0.60 0.57 1.0 1.0 1.0 DA4 0.87 0.02 0.85 0.82 1.0 l.0 1.0 DAS 1.14 0.05 1.09 1.05 1.0 1.0 1.0 I ~ .13 113 000 051 1.0 1.0 ~ 1.50 1.50 0.00 0.68 1.0 1.0 ,~ ·o.72 0.00 0.72 0.68 1.0 1.0 1.0 DA9A 0 .07 0.00 0.07 0.06 1.0 1.0 1.0 ~ 0.03 0.00 0.03 0.03 1.0 1.0 1.0 0A10A 0.13 0.00 0.13 0.13 1.0 1.0 1.0 I ~ 0.72 0.00 0.72 0.68 1.0 1.0 1.0 DA11 0.18 0.00 0.18 0.17 1.0 1.0 1.0 OA1?A 0.58 0.32 0.26 039 1.0 '10 1.0 OA128 0.35 0.19 0.16 0.24 1.0 1.0 1.0 DA13 0,56 032 0.24 0.37 1 0 1.0 .u DA14 0.31 0.06 0.23 0.26 1.0 1.0 1.0 I ~ 0 11 0.00 011 0 11 1.0 1.0 1.0 DA16 0.41 0.00 0.4 1 0.39 1.0 1.0 1.0 DA17 0.57 0.05 0.51 0.51 1.0 1.0 1.0 DA18 0.5 1 0 .05 0 48 0.46 1.0 1.0 1.0 DA19 0.78 0 14 0114 067 1.0 '1 0 .0 OA20 0.69 0.10 0.59 0.60 1.0 1.0 1.0 I ~ 0.71 0.11 O!!O 0.62 1.0 1 0 1 0 DA22 0.49 0.06 0.43 0.44 1.0 1.0 1.0 DA23 0.52 0.08 _Q.!S 0.46 1.0 1.0 1.0 DA24 0.6 7 0.03 0.64 0.62 1.0 1.0 1.0 DA25 0.97 0.09 0.88 0.88 1.0 1.0 1.0 DA26 1.27 0.07 1.21 1.17 1.0 1.0 1.0 DA27 106 0.07 0.99 0.97 1.0 1.0 J .0 DA28 1.14 0.05 1.08 1.05 1.0 1.0 1.0 DA29 0.45 0 10 0.35 038 1,0 1.0 0 OAJOA 0.45 0.18 0.27 0.34 1.0 1.0 1.0 OAJOB 0 .13 0.01 0 1 0.11 1.0 0 .o DAJOC 0.60 0.09 0.51 0.52 1.0 1.0 1.0 1--.!l&ll.. 3.60 3.60 0.00 1.62 1.0 1.0 1.0 DA32 5.27 5.27 0.00 2.37 1.0 1.0 1.0 DA33 4.75 4.73 ~ _.l.15 1.0 1.0 1.0 DA34 4.57 4 .57 0.00 2.05 1.0 1.0 1.0 I ~ 2.50 2.50 0.00 1.12 1.0 1.0 1.0 DA36 6 .95 6.63 0.31 3.28 1.0 1.0 1.0 ~ 0.87 0.04 076 0,76 1 0 1,0 .U OA38 1.80 0.69 1.12 1.37 1.0 10 1.0 DA39 085 ·o.65 019 '048 .o 1 0 1 0 DA40 1.28 0 58 0 .70 0.93 1.0 1.0 1.0 DA41 1.08 0.17 0.91 0.94 1.0 1.0 10 DA1 0.94 0.20 0.74 0.79 1.0 1.0 1.0 DA2 1.33 0.20 f 13 1 16 'l":Q' 1.0 1.0 DA42 1.11 0 .24 0.86 0.93 1.0 1.0 1.0 DA43 I* Jill. 0.40 0.53 1.0 1.0 1.0 DA44 0.31 0.55 0.86 1.0 1.0 1.0 0A45 1.18 045 0 73 0.90 1.0 '1 0 0 OA46 1.10 0.50 061 0.80 1.0 1.0 1.0 0A4 .09 0.29 aeo 0.89 1.0 1.0 1.0 OA48 1.26 0.25 1.01 1.07 1.0 1.0 1.0 DA49 0.76 0.34 0.42 .0.55 .0 •.O 1.0 DASO 0.78 0.34 0.45 0.58 1.0 1.0 1.0 DA51 1.02 0.40 0.62 0.77 1.0 1.0 1.0 DA52 0.70 0.25 045 0.54 1.0 1.0 1.0 OA53 1.44 0.51 0.94 112 1.0 1.0 1.0 DA54 1.34 0.70 0.64 0.92 1.0 1.0 1.0 OA5 5 1.41 057 085 1 06 1.0 1 0 1,0 DASS 0.53 0.09 0.44 0.46 1.0 1.0 1.0 OA57 0.65 0.26 0 39 ~ ...i..o 1.0 1.0 DASS 0.04 0.00 004 0.04 1.0 1.0 1.0 DASll 0.09 0.00 ~ "0]9" 1T 1.0 1.0 DASO 2.53 2.53 0.00 1.14 1.0 1.0 1.0 1-0A61 1.89 1.89 0 00 0.85 1.0 10 1.0 DA62 13.77 13.77 0.00 6.20 300.0 4.0 1108.0 006.19 ·'""·' 2.5 624 .1 D-12.83 300.0 2.5 1541 .3 :oA6s 7 .08 300.0 ·2.s 001 .2 DA66 6 .07 6.07 0.00 2.73 300.0 4.5 695.7 DNJ7 1229 9,52 7 7 .fi.92 .'30if.0 n-o DA68 1.26 1.08 0.18 ~:tl-~:6 1.0 I ~ OA69 0.76 0.00 0.76 1.0 1.0 OA70 0.55 0.55 0.00 0.25 1.0 1.0 1.0 1-.9Ml.-2.78 2.61 016 '.133 1.0 10 1.0 OA72 0.64 0.62 0.22 0.49 1.0 1.0 1.0 DA73 5.34 5.34 0.00 2.40 1.0 1.0 1.0 OA74 7.52 7.52 0.00 3.39 300.0 11 .0 485.7 l--OA75 6.70 6.70 000 302 1.0 1.0 1.0 DA76 1.53 1.33 0.20 0.79 1.0 1.0 1.0 EX HIBIT 4 RATIONAL FORMULA DRAINAGE AREA CALCULATIONS THE COTIAG ES OF COLLEGE STATION ~ 0 i ~ "' w g ~ ~ 5:::: ~ w o~ w ., a Cl > u ::> "' "' ft. Ills min min In/Hr . .. In/Hr ... 1.0 10.4 0.0 10.0 6.33 15.0 7.7 18.2 1.0 104 00 100 6.33 12.9 77 15.7 1.0 10.4 0.0 10.0 6.33 16 .5 7.7 20.1 .0 0.4 o,o · 10.0 6.33 "73.6 77 "78.7 1.0 10.4 0.0 10.0 6.33 13.7 7.7 16.7 1.0 10.4 0.0 10.0 6.33 19. 1.7 23.2 28.0 2.0 13.3 13.3 5.52 34 .6 6.8 42.4 0 10.4 0.0 10.0 6.33 13.2 7.7 16.0 1.0 10.4 0.0 10.0 6.33 10.2 7.7 12.5 .J5.0 1.5 ~ 209 4.32 308 5.3 38. 31 .0 1.4 19.6 19.6 4.48 25 .7 5.5 3 1.8 200 1,8 . 17,5 1 .5 4.78 "78.1 59 . 34 .7 1.0 10.4 0.0 10.0 6.33 9.0 7.7 10.9 1.o 0.4 ·o.o 100 6.33 6.5 .9 11.0 1.5 10.9 10.9 6.09 2 1.1 7.4 25.7 10.0 1.3 1 .5 1 .5 5.94 16 7.2 19.7 2 1.5 1.6 13.5 13.5 5.48 24.4 6.7 29.9 28.0 1.7 25.7 25 .7 3.82 26.1 4.7 32.4 18.0 1.8 9.4 10.0 6.33 17.3 7.7 21 .0 l.O 0.4 o.n 00 6.33 48 .7 5.9 1.0 10.4 0.0 10.0 6.33 n .8 77 14.4 26.0 1.8 14 8 14.8 5.24 1 1 64 13. 1.0 10.4 0.0 10.0 6.33 3.6 7.7 4.4 0 0,4 o.o · 100 633 ·5_2 6.3 1.0 10 .4 0.0 10.0 6.33 6.7 7.7 8.1 ,0 1 . . 0,0 '".0 ·•.33 7 7 3.9 1.0 10.4 0.0 10.0 6.33 4.3 7.7 5.2 .0 10.4 0.0 10.0 6.33 4.3 7.7 5.2 1.0 10.4 0.0 10.0 6.33 0.4 7.7 0 5 l.O 0.4 0.0 10.0 6.33 0.2 77 0.2 1.0 10.4 0.0 10.0 6.33 0.8 7.7 1.0 0 10.4 0.0 10.0 6.33 43 7.7 5.2 1.0 10.4 0.0 10.0 6.33 1.1 7.7 1.3 .0 10.4 Q_Q 100 6.33 25 30 1.0 10.4 0.0 10.0 6.33 1.5 7.7 1.8 1 0 '10.4 . 0.0 10.D :6.33 2.4 7.7 :2.9 1.0 10.4 0.0 10.0 6.33 1.6 7.7 2.0 .0 10.4 0.0 10.0 6.33 07 7.7 0.8 1.0 10.4 0.0 10.0 6.33 2.5 7.7 3.0 0 10.4 0,0 10.0 6.33 3.2 7.7 3.9 1.0 10.4 0.0 10.0 6.33 2.9 7.7 3.5 .0 10.4 r-wr ·10.0 6.33 43 '7 7 ·s .2 1.0 10.4 00 10.0 6.33 3.8 7.7 4.7 10 10.4 oo 10 0 6 ,33 3.9 4.8 1.0 10.4 0.0 10.0 6.33 2.8 7.7 3.4 0 0.4 0.0 10.0 6.33 2.9 7.7 3.5 1.0 10.4 0.0 10.0 6.33 3.9 7.7 4.8 .0 10.4 0.0 100 6.33 5.6 7.7 6.8 1.0 10.4 0.0 10.0 6.33 7.4 7.7 9.0 0 10.4 0.0 10.0 6.33 61 77 ·7_5 1.0 10.4 0.0 10.0 6.33 6.7 7.7 8.1 0 104 ·oo '"" 6.33 . 2.4 2.9 1.0 10.4 0.0 10.0 6.33 2.1 7.7 2.6 1.0 10.4 ·oo 10.0 6 .33 u 0.9 1.0 10.4 0.0 10.0 6.33 3.3 7.7 4.0 .0 10.4 0.0 ·rno 6.33 1a.3 2.' 1.0 10.4 0.0 10.0 6 .33 15.0 7.7 18.2 1.0 10.4 0.0 10.0 6.33 13.6 7.7 16.5 1.0 10.4 0.0 10.0 6.33 13.0 7.7 15.8 1.0 0.4 0.0 10.0 6.33 71 7.7 8.8 1.0 10.4 0.0 10.0 6 .33 20.8 7.7 25 .2 Q Q,4 0.0 0.0 6.33 4.8 5.8 1.0 10.4 0.0 10 0 6.33 8.7 7.7 10.5 1.0 10.4 ·oo 10 0 '633 '30 7 3.7 1.0 10.4 0.0 10.0 6.33 5.9 7.7 7.1 .0 10.4 0.0 10.0 6.33 5.9 7.7 7.2 1.0 10.4 0.0 10.0 6.33 5.0 7.7 6.1 1.0 10.4 0.0 10.0 6.33 7.4 77 8.9 1.0 10.4 0.0 10.0 6.33 5.9 7.7 7.2 1.0 10.4 0.0 10.0 6.33 3.3 7.7 4.1 1.0 10.4 0.0 10.0 6 .33 4.2 7.7 5.1 1,0 10.4 oo 00 6.33 57 7 6.9 1.0 10.4 0.0 10 .0 6.33 5.1 7.7 6.2 10 10.4 0.0 10.0 6 ,33 5,6 6.8 1.0 10.4 0.0 10.0 6.33 6.8 7.7 8.3 .0 '".4 :o.O 10.0 6.33 35 4.3 1.0 10.4 00 10.0 6.33 3.6 7.7 4.4 1.0 1D.4 0.0 10.0 6.33 4.9 17 5.9 1.0 10.4 0.0 10.0 6.33 3.4 7.7 4.1 1.0 0.4 0.0 10.0 6.33 7 1 7.7 8.6 1.0 10.4 0.0 10.0 6.33 5.8 7.7 7.1 1 0 10.4 _l)O 100 6.33 6.1 7 8.2 1.0 10.4 0.0 10.0 6.33 2.9 7.7 3.5 0 In/Hr 8.6 8.6 8.6 "8.6 8.6 8.6 7.6 8.6 8.6 8.1 6.3 8.7 8.6 "" 8.3 8 7.6 5.4 8.6 '8,6 8.6 3 8.6 '8,6 8.6 8.6 8.6 8.6 8.6 86 8.6 8.6 8.6 86 8.6 8.6 8.6 8.6 8.6 8.6 8.6 86 8.6 86 8.6 8.6 8.6 8.6 8.6 86 8.6 '8,6 8.6 86 8.6 8.6 8.6 8.8 8.6 8.6 8.6 8.6 8.6 86 8.6 8.6 8.6 8.6. 8.6 8.6 8.6 86 8.6 '86 8.6 86 8.6 8.6 8.6 8.6 8.6 8.6 8.6 1.0 10.4 ·oo 10.0 6.33 31 7 '3,8 ~ 1.0 10.4 0.0 10.0 6.33 0.2 77 0.3 8.6 .o 104 0.0 0.0 6.33 0.6 7.1 0.7 8.6 1.0 10 .4 0.0 10.0 6.33 7.2 77 8.8 8.6 .0 0.4 0.0 10.0 6.33 5.4 '-1 1 6.6 8.6 25 .0 1.9 12.3 12.3 5.73 35.S 7.0 43.4 7.9 10.0 1.3 ~l 1 .9 1.9 5.83 4.4 7.1 5.4 8.0 15.0 1.5 20.9 20.9 4.32 24 .9 5.3 30 .9 6.1 ?1.5 .6 3.5 13.5 5.48 17.5 6.7 21.4 7.8 18.0 1.8 9.4 10.0 6.33 17.3 7.7 2 1.0 8.6 28.0 1 7 25,7 257 3.82 '7" 4 4 32.8 54 1.0 10.4 0.0 10.0 6.33 4.1 7.7 5.0 8.6 1.0 10.4 :o.o 10.0 6 .33 4.6 7 5,6 •6 1.0 10.4 00 10.0 6.33 16 7.7 1.9 8.6 1.0 10.4 0.0 100 6.33 . 8 4 7 10.2 •6 1.0 10.4 00 10.0 6.33 3.1 7.7 3.8 8.6 1.0 10.4 0.0 10.0 6.33 15.2 77 18.5 . 8,6 12.0 2.1 6.3 10.0 6 .33 ~§] 7.7 26 .0 8.6 1.0 10.4 0.0 10.0 6.33 77 23.2 86 1.0 10.4 0.0 10.0 6 .33 5.0 7.7 6.1 8.6 g 0 a ~ ~ a !l ~ a 0 ... In/Hr ... In/Hr ... In/Hr ... 20.5 9.9 23.4 11 .1 26.4 12.5 29.7 '176 9.9 201 11 22.7 12.5 25.6 22.5 9.9 25.7 11 .1 29.1 12.5 32.7 2.1 9.9 ~.8 11 .1 41 .6 12.5 ~ 18.7 9.9 2 1.4 11.1 24.2 12.5 27.2 26.0 9.9 29.7 111 33.6 12.5 378 47.8 8.7 54.6 9.9 61 .8 11.1 69.6 18.0 9.9 20.5 1.1 23.2 12.5 26.1 14.0 9.9 16.0 11 .1 18.0 12.5 20.3 43 2 'J,0 495 9 56.7 '89 635 36.0 7.2 41 .3 8.2 46.8 9.2 52.9 '392 -rr '44 .9 '8.7 "51 .0 '9.8 '07,5 12.2 9.9 14.0 11 .1 15.8 12.5 17.8 CH.8 :Y.9 101 1 .4 12.:t 2.8 28.9 9.5 33 .0 10.8 37 .3 12.1 41.9 22.1 9.3 25 .3 10.5 28.6 1.8 32.1 33.7 8.7 38 .6 9.8 43.7 11 .0 49.2 36.9 6.2 42.4 1 48.2 8.0 ~ 23.6 9.9 26.9 11 .1 30.4 12.5 34.2 6.6 JJ .9 75 '111 '1?5 ~ 16.2 9.9 18.5 11 .1 23.5 154 '83 .8 ·94 20.0 '10.6 22.5 4.9 9.9 5.6 11 .1 6.3 12.5 7.1 7 1 9.9 81 1.1 9.1 12.5 4H-9.1 9.9 10.4 11 .1 11 .8 12.5 4.4 9.9 5.0 1.1 5.7 12.5 6.4 5.8 9.9 6.7 11 .1 7.5 12.5 85 5.9 9.9 6.7 1.1 7.6 12.5 o:s- 0.6 9.9 0.6 11 .1 0.7 12 .5 0.8 02 9.9 0.3 111 0.3 12.5 04 1.1 9.9 1.3 11 .1 1.4 12.5 1.6 5.9 9.9 6.7 '111 76 12.5 6.5""' 1.5 9.9 1.7 11 .1 1.9 12.5 2.1 34 9.9 3.9 111 44 125 49 2.1 9.9 2.4 11 .1 2.7 12.5 ~ 3.2 9 .9 3.7 11 .1 4.2 12.5 4.7 2.2 9.9 2.5 11.1 2.8 12.5 3.2 09 9.9 1.0 1.1 1.2 12.5 1T" 3.4 9.9 3.8 11 .1 4.3 12.5 4.9 44 9.9 5. 11.1 5.7 12.5 6.4 39 9.9 4.5 11 .1 5.1 12.5 5.7 '58 9.9 68 ·11 .1 ·75 12.5 84 5.2 9.9 6.0 111 6.7 12.5 7.8 :5.4 9.9 61 111 69 12 5 ,8 ~ 9.9 4.3 11 .1 4.9 12.5 5.5 4.0 9.9 4.5 11 5.1 12.5 ~ 5.4 9.9 6.1 11.1 6.9 12.5 7.8 7.6 9.9 8.7 11 .1 9.8 12.5 1.0 10.1 9.9 11 .6 11 .1 13.1 12.5 14.7 84. 9.9 9.6 11 .1 10.8 12.5 ....llJ.. 9.1 9.9 10.4 11 .1 11.8 12.5 13.2 ·3 3 9.9 ·3 111 4.2 12.5 4.8 2.9 9.9 3.3 11 .1 3.7 12.5 4.2 0 9,9 11 111 13 12.5 ~14 4 5 9.9 5.2 11 .1 5.8 12.5 6.6 14.0 :9.9 :160 111 18.1 12.5 ~ 20.5 9.9 23.4 11 .1 26 .4 12.5 ~ 18.5 9.9 21 .2 "1 23.9 12.5 26 .9 17.7 9.9 20 .3 11 .1 22 .9 12.5 25.7 97 9.9 11 1 11.1 12.5 12.5 141 28 .3 9.9 32.4 11.1 36 .6 12.5 ~ 8.5 9.9 '7,5 11 .1 8.4 12.5 11 .8 9.9 13.5 11 .1 15.3 12.5 17 2 41 9.9 47 ·111 53 12.5 60 80 9.9 9.1 11 .1 10.3 12.5 11 .6 . 9.9 9.3 11 .1 10.5 12.S 11 8 6.9 9.9 7.8 11.1 8.9 12.5 10.0 10.0 9.9 11 .5 11 .1 3.0 12.5 14.6 8.0 9.9 9.2 11 .1 10.4 12.5 11 .7 4.6 9.9 5.2 11.1 5.9 12.5 ~ 5.7 9.9 6.5 11.1 7.4 12.5 8.3 :.7.8 9.9 8.9 111 10.0 12.5 11 .3 6.9 9.9 79 11 .1 8.9 12.S 10 0 9.9 8.8 11.1 9,9 12.5 ...1.h!.. 9.3 9.9 10.6 111 12.0 12.5 13 4 46 9.9 ·5 5 ]Ti'" 6.2 12.5 69 5.0 9.9 5.7 11.1 6.4 12.5 7.2 6.6 :g ,a .6 111 8.6 125 9.6 4.6 9.9 5.3 11 .1 6.0 12.5 6.7 9.7 9.9 11 .0 111 12.5 12.5 14 .0 8.0 9.9 9.1 11 .1 10.3 12.5 11 .6 9.2 9.9 10.5 11 .1 11.8 12.5 13.3 3.9 9.9 4.5 11.1 5.1 12.5 5.7 4 '7 9.9 48 111 54 12.5 6.1 0.3 9.9 0.4 11 .1 0.4 12.5 0.5 0.8 '9.9 09 111 .0 12.5 I ~ 9.9 11 .2 11 .1 12.7 12.5 14.3 7 4 99 84 11 .1 9.5 12.5 10.7 48.9 9.0 55.9 10.2 63 .2 11.5 71 .1 6.1 9.2 7.0 10.4 ~ 11.7 '8.r 35.0 7.0 40.2 7.9 45.6 8.9 51 .5 24.1 8.7 27.6 9.8 31 .2 11 .0 35.2 23 .6 9.9 26.9 11 .1 30.4 12.5 34 .2 37.4 6.2 42.9 7 48.8 ·-a.o 55.2 5.7 9.9 6.5 111 7.3 12.5 8.2 62 9.9 '7.t 111 8.0 12.5 9.0 2.1 9.9 2.4 111 2.7 12.5 31 1 5 99 · 13 11 1 14.8 12.5 16.7 4.2 9.9 4.8 11 .1 5.5 12.5 6.2 I~ 9.9 23 .7 11 . 26.8 12.5 301 29.2 9.9 33 .4 111 37.7 12.5 42 .4 26.0 .9.9 -JJJ-~ 33 ,B 12.5 37 8 6.8 9.9 7.8 11 1 8.8 12.5 9.9 EXHIBIT 4 IN9A IN10A IN11 IN12A IN12B IN13 IN14 IN15 IN16 IN69 IN72 OUTPT3 IN10B IN3 IN11 IN12A IN12A IN9A IN13 IN13 CUL1B IN10A < u ..l ~ 0 ~ Ac . 0.3 0 .6 1.7 1.5 0.2 0.9 0 .3 0 .1 0.4 0 .7 0.5 ... ~ min 10 .2 10.1 10.7 10.5 10 .0 10 .2 10 .0 10 .0 10 .0 10.0 10.0 5 .... £ rJJ = Oil ·;;; .... Q yr 0 10 10 10 10 10 10 10 10 10 10 10 "O ii': .... 0 ... -"' '--~ c "O Oil = ·;; = ... ;:i Q cfs 2.7 5 .3 14 .0 12 .7 2 .1 7.5 2 .2 0 .9 3 .4 6 .2 4 .2 EXHIBIT 5 PIPE CAPACITY CALCULATIONS THE COTTAGES OF COLLEGE STATION ii': 0 'E ~ ... = "' Oil = ·-. ...,"' "O ... <Q cfs 3.4 6.6 17 .5 15 .9 2 .6 9 .3 2.8 1.1 4 .2 7.8 5.3 "' ... Q. =: ... 0 0 :z # 3.4 6 .6 17.5 15 .9 2.6 9 .3 2.8 1.1 4 .2 7 .8 5.3 ... Q. 0 Vi = 0 ·.c ... ·;:: "" % 0 .11 0.40 1.21 1.00 0 .0 6 0 .78 0 .07 0 .01 0 .14 0 .55 0 .22 ... Q. 0 Vi ... Q. ~ % 0.50 0.50 1.55 0.9 3 0.50 2 .55 0 .50 0 .50 0 .50 0 .50 0.50 18 18 21 21 18 18 18 18 18 18 18 4.6 4 .6 8.9 6 .9 4.6 10 .3 4 .6 4.6 4 .6 4 .6 4.6 8 .1 8 .1 21.4 16 .6 8 .1 18 .2 8.1 8.1 8.1 8.1 8.1 :c: ~ 0 z i;;il ..J 70 56 205 85 48 193 35 43 45 18 33 min 0 .26 0.20 0 .38 0 .21 0 .18 0 .3 1 0 .13 0 .16 0 .16 0 .07 0 .12 "O = i;;il @ ... ~ min 10.4 1 10.35 11.09 10 .7 1 10.20 10 .50 10.15 10.18 10.19 10.09 10.14 EXHIBIT 5 EXHIBIT6.1 THE COTTAGES OF COLLEGE STATION IN L ET CAPACITY 10YRSTORM SUMP CURB : SUMP GRATE Q = 4 .82*A*h AQ.5 A= Q/(4 .82*y A0.5) Q = 3.0*l *y A1 .5 L= Q/(3 .0*yA 1 .5) SUMP CURB (recessed) IN3 Q= 4.91 cfs clog= 10 % Q clogged= 5.404818 cfs y= 0.83 ft L-1 2 .381 ft IN9A Q= 0.56 cfs clog= 10 % Q clogged= 0.6 13569 cfs y= 0.83 ft L=I 0 .27lft IN10B Q= 5.87 cfs clog= 10% Q clogged= 6.460517 cfs y= 0.83 ft L-1 2.aslft IN12A Q= 3.38 cfs clog= 10% Q clogged = 3. 718358 cfs y= 0.83 ft L=I 1.641 ft IN13 Q= 3.23 cfs clog= 10% Q clogged= 3.553318 cfs y= 0.83 ft L=I 1.571 ft IN15 Q= 0.92 cfs clog= 10 % Q clogged= 1.010584 cfs y= 0.83 ft L-1 0 .451 ft IN69 Q= 6.23 cfs clog= 10% Q clogged= 6.857532 cfs y= 0.83 ft L=I 3.021 ft (10 Year Storm) INS Q= 5.87 cfs clog= 10 % Q clogged = 6.460517 cfs y= 0.83 ft L-1 2.BSl ft IN10A - Q= 1.10 cfs clog = 10 % Q clogged= 1.209091 cfs y= 0.83 ft L=I 0 .531 ft IN11 Q= 1.46 cfs clog= 10% Q clogged= 1.606106 cfs y= 0.83 ft L-1 0 .711 ft IN12B Q= 2.06 cfs clog= 10 % Q clogged = 2.267592 cfs y= 0.83 ft L=I 1.ool ft IN1 4 -Q = 2.21 cfs clog= 10 % Q clogged= 2.427922 cfs y= 0.83 ft L=I 1.071 ft IN16 Q= 3.36 cfs clog= 10 % Q clogged= 3.699458 cfs y= 0.83 ft L-1 1.631 ft IN72 --- Q= 4 .25 cfs clog= 10% Q clogged = 4.6711 cfs y= 0.83 ft L=I 2.osl ft EX HI BIT6.1 SUMP CURB IN3 Q= clog= Q clogged= Chosen L= Flowline= y =I WSE= IN9A Q= clog= Q clogged= Chosen L= Flowline= y =I WSE= IN10B Q= clog= Q clogged= Chosen L= Flowline= y =I WSE= IN12A Q= clog= Q clogged= Chosen L= Flowline= y =I WSE= IN13 Q= clog= Q clogged= Chosen L= Flowline= y =I WSE= IN15 Q= clog = Q clogged= Chosen L= Flowl ine = y-1 WSE= IN69 Q= clog= Q clogged= Chosen L= Flowline= y =I WSE= EXHIBIT6.2 THE COITAGES OF COLLEGE STATION INL ET CAPACITY 100-YEAR STORM WS E (recessed INS 7.13cfs Q= 10 % clog= 7 .84 cfs Q clogged= 15 .00 ft Chosen L= 313 .91 ft Flowline= 1100 Year Stonnl 8.52 cfs 10% 9.37 cfs 10.00 ft 319 .23 ft 0.311 ft y=I 0 .461 ft 314 .22 ft WSE= 319 .69 ft IN10A 0.81 cfs Q= 1.59 cfs 10% clog= 10% 0 .89 cfs Q clogged= 1.75 cfs 5.00 ft Chosen L= 5 .00 ft 324 .67 ft Flowline= 319 .21 ft o.1slft y=I 0.241 ft 324 .82 ft WSE= 319.45 ft IN11 8.52 cfs Q= 1.46 cfs 10% clog= 10% 9.37 cfs Q clogged= 1.61 cfs 10.00 ft Chosen L= 5.00 ft 319 .23 ft Flowline= 316 .15 ft 0.461 ft y=I 0.231 ft 319 .69 ft WS E= 316 .38 ft IN12B 3.38 cfs Q= 2.99 cfs 10% clog= 10% 3.72 cfs Q clogged= 3.29 cfs 5.00 ft Chosen L= 5.00 ft 316 .66 ft Flowline= 317 .65 ft 0.391 ft y=I 0.361 ft 317 .05 ft WSE= 318 .01 ft IN14 4 .69 cfs Q= 3.20 cfs 10% clog= 10% 5 .15 cfs Q clogged= 3.52 cfs 5.00 ft Chosen L= 5.00 ft 321 .11 ft Flowline= 324 .65 ft 0.491 ft y=I 0.381 ft 321 .60 ft WSE= 325 .03 ft IN16 1.33 cfs Q= 4 .88 cfs 10% clog= 10% 1.47 cfs Q clogged= 5.37 cfs 5.00 ft Chosen L= 5 .00 ft 321 .50 ft Flowline= 321 .65 ft o.211 ft y-1 o.sol ft 321 .71 ft WSE-322 .15 ft IN72 9.04 cfs Q= 6.16 cfs 10% clog= 10% 9.95 cfs Q clogged= 6 .78 cfs 15 .00 ft Chosen L= 5.00 ft 313 .91 ft Flowli ne= 319.42 ft 0.371 ft Y-1 0.591 ft 314 .28 ft WSE= 320 .01 ft EXHIBIT 6.2 EXHIBIT7.1 10-YEAR HYDRAULIC GRADE LINE CAL CULATIONS g E ~ ~ ~ .c .~£ ~ E ~ i ~ E ~ E ~ g ? Q. Q. -;:; a. Q. E 1i E ~ z £ ;;: 0 ~ ~ g' E >. ·e11 al 0 !: ~ .c z ... a: ... al ? ! 2-t :E ;; ~ t.., ~~ .!: :::: c _ ~ -~ t :E' ~!g ~i~~ ~e-~~i 0::: al ~ c.'ti c 0 ii:;. _, ·c Z ~ ~:: ~c-! 1i 0:: ~] " c ~ CJ cc -"~-~ ~ ~ ~ 3 ~ ~-~-E :z: ~ t: :z: ~ 3 ..0 .c ..0 Q 3 :z: ~ :I'.~ a: ~ t: 0 Q. Q. 8 0 ::;; Q. ::;; 8 ~ -~ 8 IS. ;;; 0 0 "Q. ;;: :::> u: :z: z :::> =<,!; :::> 0 Storm Sewer 1 IN12BI I llN12A 311 .72 311.48 48 .2 0.0050 18 2.6 1 0.0006 0.0293 0.62 312.76 312.73 312.34 312.10 312.76 312.73 IN12A I I llN11 311 .23 310 .62 85 .1 0.0093 21 15.9 1 0.0100 0.8521 1.50 312.67 311 .82 312.73 312.12 312.73 312.12 IN11 1 llN3 310.52 307 .45 205 .1 0.0150 21 17.51 0.0121 2.4879 1.30 308.17 305.68 311 .82 308.75 311 .82 308.75 IN31 I ICUL1 302.46 302.2 1 39 .5 0.0063 7'X5 ' 242.41 0.0022 0.0872 2.84 305 .68 305.59 305.30 305.05 305.68 305 .59 Stonn Sewer 2 IN161 I llN1 3 316 .64 316.42 44.6 0.0050 18 4.2 1 0.00 16 0.0709 0.81 317 .19 3 17.12 317 .45 317 .23 317 .45 317 .23 IN131 I llN12A 316 .32 311 .48 193.4 0.0250 18 9.3 1 0.0078 1.5077 0.80 314.24 312.73 317 .12 312 .28 317 .12 312 .73 Storm Sewer 3 IN151 I llN13 316 .63 316.42 43.0 0.0050 18 1.11 0.0001 0.0047 0.39 317.23 317 .23 317.02 316 .81 317 .23 317.23 Storm Sewer .f IN 721 I llN10A 314.76 314 .60 32.39 0.005 18 5.3 1 0.0025 0.0820 0.94 315.30 315 .22 315.70 315 .54 315 .70 315 .54 IN1 0AI I ICUL2 310 .66 3 10.40 55.9 0.0050 18 6 .6 1 0.0039 0.2193 1.10 315.22 315.00 311 .76 311 .50 315 .22 315.00 Storm Sewer .f IN141 I ll N9A 321 .62 321 .44 35.24 0.005 18 2.8 1 0.0007 0.0249 0.64 322.08 322 .05 322.26 322 .08 322 .26 322 .08 IN9AI I 10UT3 321 .34 320.99 70.1 0.0050 18 3.41 0.0010 0.0731 0 .7 1 321 .07 321 .00 322 .05 321 .70 322 .05 321 .00 •These values represent the total flow through culvert from Unnamed Tributary. EXHIBIT7 .1 EXHIBIT7.2 1 DO -YEAR HYDRAULIC GRADE LI NE CALCULATIONS Stonn Sewer 1 IN12BI I ll N12A 311 .72 311 .46 46.2 0.0050 16 3.7 1 0.0012 0.0594 0.75 314.11 31 4.05 312.47 312.23 3 14 .11 314.05 IN1 2AI I llN11 311 .23 310.62 65.1 0.0093 21 23.0 1 0.0210 1.7630 1.75 314.05 3 12.27 312.98 312.37 314.05 312.37 IN111 llN3 310.52 307.45 205.1 0.0150 21 25.41 0.0256 5.2411 1.75 312.09 306.65 312.27 309.20 312.27 309.20 IN31 I ICUL1 302.46 302.21 39 .5 0.0063 7'X5 ' 376.7 1• 0.0054 0.2129 3.96 306.65 306.64 306.42 306.17 306.65 306.64 Stonn Sewer 2 IN16 I I ll N13 316.64 316.42 44.6 0.0050 16 6 .11 0.0034 0.1495 1.03 317.50 317.35 317.67 317 .45 317.67 317.45 IN13 1 I ll N12A 316.32 3 11 .46 193.4 0.0250 16 13.5 1 0.0 164 3.1771 1.03 317.23 314 .05 317.35 312.51 317.35 314.05 stonn Sewer 3 IN151 I llN13 316.63 316.42 43.0 0.0050 16 1.7 1 0.0003 0.0112 0.49 317.47 317.45 317.12 316.91 317.47 317.45 Stonn Sewer 4 IN721 I llN10A 314 .76 314.60 32.39 0.005 16 7.7 1 0.0053 0.1731 1.26 315.64 315.46 316.04 315.66 316.04 315.66 IN 10AI I ICUL2 310.66 310.40 55.9 0.0050 16 9 .6 1 0.0063 0.4640 1.50 315.46 3 15.00 312.16 311 .90 315.46 315.00 Stonn Sewer 4 IN14 1 I llN9A 321 .62 321 .44 35.24 0.005 16 41 0.0014 0.0506 0.78 322.29 322.24 322.40 322.22 322.40 322.24 IN9A I I IOUT3 321 .34 320.99 70.1 0.0050 16 5.01 0.0023 0.1560 0.90 321 .16 321 .00 322.24 321 .69 322.24 321.00 ·These values represent the total now through culvert from Unnamed Tributary. EXHIBIT7 .2 ~ "' I .. ~·--· ... ~ I CULVERT 1 ~'- 7'x5' RC BOX (ASntl C1 4:JJ) . J I~~,, sec DCTAll. SH£CT FDR CJJB£DU£Nr ~~... ~'. .... I "' Id, 6 '" I fl. ...---.. '" ~.:.f=·I i LJ \ 1-~ .. ~~ ,j l'llOPNl"Sf!WGHI' """"''"' 1\~i'F= "' -~ /! 1~n~ "' I/ ,_!=!'~-'--..... .. --\-DUr~r :="~--... I v .. ti / :t3"J."'om \\("""""~ :-:.ym u.u\l•"'o.~_. -\ / /t..-v ' "------l--1.-7 .,, --------ii ii i i ~ I ~ ~ ' ~ ~ ~ ~ ~ ~ n-n--~~ .. _ 11•$0 u-- "' "' STORM DRAIN SD-1 I 1 8-~ ~.: ~"'Z ~ff/) J'----'--'-' "' I = '" '" '" "' "' .. \_-t--- -t--.. -------.,~"'311 ... -- .,, ------ u-~~ STORM DRAIN SD-2 1 18• RCP (ASTIJ C76 ct. Ill) SCC OCfAL SHCC1" FOR OJ8C1JMOIT ... I ,...., I ' 10'1'11i111C TX Arm I r-1«J T.979.260.6963 F.979.280.356'4 ........ ~~ .. ---·-~ -·!,llUIQ•.,..qJI ,.,,i 1' ·~ 1lj!lj· •If .~. B>ii fr' j& ' ~! ~ ~j l .i: ~ 6 _,oo ,..o:-...._ "' ~ STORM DRAIN SD-3 1-"' '" f-18" RCP (A.Sn/ C76 CL N) _ ,14 SCC OCTAi. SH££r FOR £llB£DIJDff . I "- -~ =1 -- --~ D'STM:e!W:I -"'---=.:: I,, ,~ft-J~ .-it,;.· ~ ~.-...,.,, = ', I •O"°'MGl..J 5$..IS J'-f~llCJ" STORM DRAIN SD -4 18 " HCP (A.Sn/ C76 ct.. Ill) SCC DCTAI. SHaT FOR £1JB£D1,1£NT -0 . ~ / , ,--O~".;,,:i:. c f-- f-- ~ < _. PV < ::: 1-·-··-·--111 ... CONCHETE HEADWALL \V ITI I S l'HAI GI-IT \VI GS I ~I -l,sTORM DRAIN SD - 1s· RCP (ASTM C76 CL "') sec «TM. SHtrr rott C1JaCD1i1CNr ~ e K ~ jll'·~ 1li!Ji, >! f ~i~ ~.~i im ~! '~-~I c u; Ill .c .c :I Ill EA14 EA 15 EA16 EA 17 EA18 EA19 EA20 EA2 1 EA22 EA8 EA1 EA1 0 EA9 EA11 EA13 EA12 EA6 EA4 EA5 EA2 EA3 EA? c ·;;; Ill .c .c :I Ill DA6 DA60 DA61 DA62 DA63 DA64 DA65 DA66 DA67 DA68 DA? DA70 DA71 DA74 EXHIBIT 8.1 HMS SUBBASIN PARAMETERS THE COTTAGES OF COLLEGE STATION EXISTING CONDITIONS c:r .. . .! . .!!?. c Ill E 0 Ill I! a GI GI 'ti :I .. u Q. sz c( c( ~ ·;: .C GI u ]i -:-]i .21 i: Ill '(j GI o-0 GI :I 3:: 0 c I-E I-Ill -0 .00824 5 .27 D 7 5 .00 -0 .007 09 4.53 D 75 .00 -0.00906 5.80 D 75 .00 -0 .01 296 8.30 D 75 .00 -0 .00753 4 .82 D 75 .00 -0.0 1047 6.70 D 75.00 -0.02178 13 .94 D 75.00 -0.00723 4 .63 D 75 .00 -0 .00 56 2 3 .60 D 75 .00 -0 .0249 15 .83 D 75 .00 -0 .0 1994 12.76 D 75 .00 -0 .02 043 13 .0 7 D 75 .00 -0 .004 92 3 .15 D 75 .00 -0 .00355 2 .27 D 75 .00 -0 .01 20 1 7 .69 D 75 .00 -0 .00942 6 .0 3 D 75 .00 -0 .0153 9 .91 D 75 .00 -0 .01 891 12 .11 D 80 .26 -0 .00948 6 .07 D 75 .00 -0 .00264 1.69 D 75 .00 -0 .00 575 3 .68 D 77.69 -0 .00738 4 .72 D 75.00 PROPOSED CONDITIONS* . ! . c ~ E 0 Ill a I! -GI 'ti :I u Q. sz c( ....: c( ~ ;: -E .C GI u J!I . ]i .21 i: Ill 0 GI 0 r:r 0 ~ c3 c I-.!!?. I-Ill DA6 .DA69 0 .002953 1.89 D 84 .20 DASO , DA2 0 .006028 3 .86 D 8 1.90 DA9B , DA6 1, DA30C , DA30B 0 .004 141 2 .65 D 80 .75 0.021516 13 .77 D 75 .00 DA63 , DA10B 0.003763 2.4 1 D 8 1 .90 0 .02 0052 12 .83 D 75 .0 0 DA65, DAS 0 .012334 7 .89 D 77.30 0 .009484 6 .07 D 75.00 0 .0 19202 12 .29 D 80.1 8 0 .001966 1.26 D 78 .29 DA14, DA9, DA7 , DA72 , DA10A 0 .004469 2 .86 D 80.29 DA70, DA3 , DA 12A, DA 12B , DA11 , DA13, DA 15, DA 16 0 .0052 17 3.34 D 88.80 -0.004339 2.78 D 76 .38 0.011759 7 .53 D 75 g ' ~...I z Q) ~ "5 s£ o-Cl t... Ill -o~ Ill GI .. Cl .. Q. 'ti c 0 Ill GI 0 >-GI 0 • ..... 0 >-::c ...I _ ..... c( Ill 1338 .7 3 .33 - -3 .33 - -3 .33 - -3 .33 - -3 .33 - -3 .33 - 1568.85 3 .33 2 .04 -3 .33 - -3 .33 - 1841.32 3 .33 0 .95 1634.4 59 3 .33 1.96 168 5 .37 3.3 3 1.34 -3 .33 - -3 .33 - 1002 .64 3 .33 1.50 88 0 .14 3 .33 1.42 130 1.223 3 .33 1.84 25 55 .71 2.46 1.17 995 .7 3 .33 2.26 -3 .33 - -2 .87 - 1408 .79 3 .33 1.9875 = ' ~ :r z Q) ;e-"5 s£ o-Cl t... I'!! -Ci~ 111 GI 'ti g> 0 Ill .. Q. GI 0 >-GI 0 • >-::c ...I ..... 0 c( Ill _ ..... -1 .88 - -2 .21 - -2 .38 - 1408 .00 3 .33 2 .06 924 .1 1 2 .21 1.35 184 1.32 3 .33 0.95 1301 .22 2 .94 1.84 995.70 3 .33 2 .26 2555 .7 1 2 .4 7 1.17 - 2 .77 - -2.45 - -1.26 - -3 .09 - -3 .33 - *Devel oped conditio ns w hich inclu des H oll ema n Dri ve , Manor A venu e , Market Street , Cott age La ne & T he C ottages **Descrip tion describes add itional DA included w ithin presented DA GI E j:: Cl 111- ...I I!! Ill :I 0 0 Ill ::. 0.10 0 .10 0 .10 0.10 0 .10 0 .10 0 .13 0.10 0 .10 0 .2 1 0 .20 0 .17 0 .10 0.10 0 .11 0 .11 0.14 0.26 0.10 0.10 0 .10 0 .15 GI E j:: Cl 111- ...I I!! Ill :I 0 0 Ill ::. 0 .10 0 .10 0 .10 0.12 0 .12 0 .21 0 .14 0 .10 0 .26 0.10 0 .10 0 .10 0 .10 0 .10 EX HIBI T 8 .1 EXHIBIT 8.2 2-YR EXISTING CONDITIONS HMS RESULTS Peak Hydrologic Drainage Discharge Volume Element Area <mi 2 ) (cfs) Time to Peak (in) DA1 0.01994 21.7 16Jan2009 , 12 :15 1 .63 DA10 0 .02043 23.4 16Jan2009, 12 :13 1.63 DA11 0 .00355 5 16Jan2009, 12 :08 1.63 DA12 0.00942 12 .6 16Jan2009, 12:09 1.63 DA13 0.01201 16 .3 16Jan2009, 12 :09 1.63 DA14 0 .00824 11.5 16Jan2009, 12 :08 1.63 DA15 0 .00709 9 .9 16Jan2009, 12 :08 1.63 DA16 0 .00906 12 .7 16Jan2009, 12 :08 1.63 DA17 0 .01296 18 .1 16Jan2009, 12 :08 1.63 DA18 0 .00753 10 .5 16Jan2009, 12 :08 1.63 DA19 0.01047 14 .6 16Jan2009, 12 :08 1.63 DA2 0 .00264 3 .7 16Jan2009, 12 :08 1.63 DA20 0.02178 27 .7 16Jan2009, 12 :10 1.63 DA21 0.00723 10.1 16Jan2009, 12 :08 1.63 DA22 0.00562 7 .9 16Jan2009, 12 :08 1.63 DA3 0.00575 9 16Jan2009, 12 :08 1.9 DA4 0.01891 22 .8 16Jan2009, 12 :18 2 .16 DA5 0.00948 13.3 16Jan2009, 12 :08 1.63 DA6 0.0153 19.3 16Jan2009, 12 :10 1.63 DA7 0.00738 10.3 16Jan2009, 12 :08 1.63 DA8 0.0249 26.4 16Jan2009, 12 :16 1.63 DA9 0.00492 6 .9 16Jan2009, 12 :08 1.63 2-YR PROPOSED CONDITIONS HMS RESULTS Peak Hydrologic Drainage Discharge Volume Element Area (mi 2) (cfs) Time to Peak (in) DA6 0 .0055625 11 .9 16Jan2009, 12 :07 2 .8 DA60 0 .00464 6 .5 16Jan2009, 12 :08 1.63 DA61 0 .0039062 6 .2 16Jan2009 , 12 :08 1.92 DA62 0 .0215122 28 .1 16Jan2009, 12 :10 1.63 DA63 0 .004875 9.4 16Jan2009 , 12 :09 2 .63 DA64 0.0249 26.4 16Jan2009, 12 :16 1.63 DA65 0 .011204 14 .2 16Jan2009, 12 :10 1.63 DA66 0 .0094844 13 .3 16Jan2009, 12 :08 1.63 DA67 0 .0189219 22 .8 16Jan2009, 12 :18 2 .16 DA68 0 .0029219 5 .6 16Jan2009, 12 :07 2.48 DA? 0 .0045156 7 .1 16Jan2009, 12 :08 1.91 DA70 0.00085938 1 .2 16Jan2009 , 12 :08 1 .63 DA71 0 .0044531 6 .6 16Jan2009 , 12:08 1 .76 DA74 0 .0118359 16.5 16Jan2009, 12:08 1 .63 EXHIBIT 8 .2 EXHIBIT 8.3 5-YR EXISTING CONDITIONS HMS RESULTS Peak Hydrologic Drainage Discharge Volume Element Area (mi 2) (cfs) Time to Peak (in) DA1 0 .01994 37.4 16Jan2009, 12:14 3 .23 DA10 0 .02043 40 16Jan2009, 12:12 3 .23 DA11 0 .00355 8 .3 16Jan2009, 12 :08 3 .23 DA12 0 .00942 21 .2 16Jan2009, 12:09 3.23 DA13 0 .01201 27.6 16Jan2009, 12:08 3.23 DA14 0 .00824 19.3 16Jan2009, 12 :08 3.23 DA15 0.00709 16.6 16Jan2009, 12 :08 3 .23 DA16 0 .00906 21 .3 16Jan2009, 12 :08 3.23 DA17 0.01296 30.4 16Jan2009, 12:08 3.23 DA18 0 .00753 17 .7 16Jan2009, 12:08 3.23 DA19 0 .01047 24 .6 16Jan2009, 12 :08 3.23 DA2 0 .00264 6 .2 16Jan2009, 12:08 3 .23 DA20 0 .02178 47 16Jan2009, 12: 10 3 .23 DA21 0 .00723 17 16Jan2009, 12:08 3 .23 DA22 0 .00562 13.2 16Jan2009, 12 :08 3 .23 DA3 0 .00575 14.3 16Jan2009, 12 :07 3 .55 DA4 0 .01891 35 .7 16Jan2009, 12 :18 3 .84 DA5 0 .00948 22 .3 16Jan2009, 12 :08 3 .23 DA6 0 .0153 32 .8 16Jan2009, 12 :10 3 .23 DA? 0 .00738 17 .3 16Jan2009, 12 :08 3 .23 DAS 0 .0249 45 .5 16Jan2009, 12:15 3.22 DA9 0 .00492 11 .6 16Jan2009 , 12:08 3 .23 5-YR PROPOSED CONDITIONS HMS RESULTS Peak Hydrologic Drainage Discharge Volume Element Area Cmi 2) (cfs) Time to Peak <in) DA6 0 .0055625 16.7 16Jan2009, 12 :07 4 .6 DA60 0 .00464 10.9 16Jan2009, 12 :08 3 .23 DA61 0 .0039062 9 .8 16Jan2009, 12 :07 3 .57 DA62 0 .0215122 47 .6 16Jan2009, 12 :09 3 .23 DA63 0 .004875 13.4 16Jan2009, 12:08 4.39 DA64 0 .0249 45 .5 16Jan2009, 12 :15 3 .22 DA65 0 .011204 24 16Jan2009, 12 :10 3 .23 DA66 0 .0094844 22 .3 16Jan2009, 12 :08 3 .23 DA67 0 .0189219 35 .7 16Jan2009, 12 :18 3 .84 DA68 0 .0029219 8 .2 16Jan2009, 12 :07 4 .22 DA7 0 .0045156 11 .3 16Jan2009, 12:07 3.56 DA70 0.00085938 2 16Jan2009, 12:08 3.23 DA71 0 .0044531 10 .8 16Jan2009, 12 :08 3 .38 DA74 0 .0118359 27 .8 16Jan2009, 12 :08 3 .23 EXHIBIT 8 .3 EXHIBIT 8.4 10-YR EXISTING CONDITIONS HMS RESULTS Peak Hydrologic Drainage Discharge Volume Element Area lmi2) (cfs) Time to Peak (in) DA1 0.01994 47.4 16Jan2009, 12 :14 4 .5 DA10 0.02043 50 .6 16Jan2009, 12 :12 4 .51 DA11 0.00355 10 .5 16Jan2009 , 12:07 4.51 DA12 0.00942 26 .7 16Jan2009 , 12 :08 4 .51 DA13 0.01201 34 .7 16Jan2009, 12 :08 4 .51 DA14 0.00824 24 .3 16Jan2009 , 12 :07 4 .51 DA15 0.00709 20 .9 16Jan2009, 12 :07 4 .51 DA16 0.00906 26 .7 16Jan2009, 12 :07 4 .51 DA17 0.01296 38 .2 16Jan2009 , 12 :07 4 .51 DA18 0.00753 22 .2 16Jan2009 , 12 :07 4 .51 DA19 0.01047 30 .9 16Jan2009, 12 :07 4 .51 DA2 0.00264 7 .8 16Jan2009, 12 :07 4 .51 DA20 0.02178 59 .1 16Jan2009, 12 :09 4 .51 DA21 0.00723 21 .3 16Jan2009 , 12 :07 4.51 DA22 0.00562 16.6 16Jan2009 , 12 :07 4 .51 DA3 0.00575 17 .7 16Jan2009 , 12 :07 4 .85 DA4 0.01891 43.9 16Jan2009 , 12 :18 5.16 DA5 0.00948 28 16Jan2009, 12:07 4 .51 DA6 0.0153 41.4 16Jan2009 , 12:10 4 .51 DA? 0.00738 21.8 16Jan2009, 12 :07 4 .51 DAB 0.0249 57 .7 16Jan2009 , 12:15 4 .5 DA9 0.00492 14 .5 16Jan2009 , 12:07 4 .51 10-YR PROPOSED CONDITIONS HMS RESULTS Peak Hydrologic Drainage Discharge Volume Element Area (mi 2) (cfs) Time to Peak (in) DA6 0.0055625 19.6 16Jan2009, 12 :07 5.98 DA60 0.00464 13 .7 16Jan2009 , 12 :07 4.51 DA61 0.0039062 12 .1 16Jan2009, 12 :07 4 .87 DA62 0.0215122 59 .9 16Jan2009 , 12 :09 4 .51 DA63 0.004875 16 16Jan2009 , 12 :08 5.76 DA64 0.0249 57 .7 16Jan2009 , 12 :15 4 .5 DA65 0.011204 30 .3 16Jan2009 , 12 :10 4 .51 DA66 0.0094844 28 16Jan2009, 12 :07 4 .51 DA67 0.0189219 44 16Jan2009 , 12 :18 5.16 DA68 0.0029219 9.8 16Jan2009, 12 :07 5.57 DA? 0 .0045156 13 .9 16Jan2009, 12 :07 4 .86 DA70 0.00085938 2.5 16Jan2009, 12 :07 4 .51 DA71 0.0044531 13.4 16Jan2009 , 12 :07 4 .68 DA74 0.0118359 34 .9 16Jan2009, 12 :07 4 .51 EXHIBIT 8.4 EXHIBIT 8 .5 25-YR EXISTING CONDITIONS HMS RESULTS Peak Hydrologic Drainage Discharge Volume Element Area lmi2 ) lcfs) Time to Peak (in) DA1 0.01994 58 .2 16Jan2009 , 12 :14 5.39 DA10 0.02043 62 .2 16Jan2009 , 12 :12 5 .39 DA11 0.00355 12 .8 16Jan2009 , 12 :07 5.4 DA12 0.00942 32 .8 16Jan2009 , 12 :08 5.4 DA13 0.01201 42 .5 16Jan2009 , 12 :08 5.4 DA14 0.00824 29.8 16Jan2009 , 12 :07 5.4 DA15 0.00709 25 .7 16Jan2009, 12 :07 5.4 DA16 0 .00906 32 .8 16Jan2009 , 12 :07 5.4 DA17 0 .01296 46 .9 16Jan2009 , 12 :07 5.4 DA18 0 .00753 27 .3 16Jan2009, 12:07 5.4 DA19 0 .01047 37 .9 16Jan2009 , 12:07 5.4 DA2 0 .00264 9.6 16Jan2009 , 12 :07 5.4 DA20 0 .02178 72 .5 16Jan2009 , 12:09 5.39 DA21 0.00723 26 .2 16Jan2009 , 12:07 5.4 DA22 0.00562 20 .3 16Jan2009 , 12 :07 5.4 DA3 0.00575 21 .6 16Jan2009 , 12:07 5.75 DA4 0.01891 53.4 16Jan2009 , 12 :18 6 .07 DA5 0 .00948 34 .3 16Jan2009 , 12 :07 5.4 DA6 0.0153 50 .7 16Jan2009, 12 :10 5.39 DA? 0 .00738 26.7 16Jan2009, 12 :07 5.4 DAB 0.0249 71 16Jan2009, 12 :15 5.39 DA9 0 .00492 17 .8 16Jan2009, 12 :07 5.4 25-YR PROPOSED CONDITIONS HMS RES UL TS Peak Hydrologic Drainage Discharge Volume Element Area lmi2) lcfs) Time to Peak (in) DA6 0 .0055625 23.4 16Jan2009 , 12 :07 6 .91 DA60 0 .00464 16 .8 16Jan2009 , 12 :07 5.4 DA61 0 .0039062 14.7 16Jan2009 , 12 :07 5.77 DA62 0 .0215122 73 .5 16Jan2009 , 12 :09 5.4 DA63 0 .004875 19.1 16Jan2009 , 12 :08 6 .68 DA64 0 .0249 71 16Jan2009 , 12 :15 5.39 DA65 0 .011204 37 .1 16Jan2009 , 12 :10 5.39 DA66 0 .0094844 34 .3 16Jan2009 , 12 :07 5.4 DA67 0.0189219 53.5 16Jan2009 , 12 :18 6 .07 DA68 0 .0029219 11 .8 16Jan2009 , 12:07 6.49 DA? 0 .0045156 17 16Jan2009 , 12 :07 5.76 DA70 0.00085938 3.1 16Jan2009 , 12 :07 5.4 DA71 0.0044531 16.4 16Jan2009 , 12 :07 5.57 DA74 0 .0118359 42 .8 16Jan2009 , 12 :07 5.4 EXHIBIT 8 .5 EXHIBIT 8.6 50-YR EXISTING CONDITIONS HMS RESULTS Peak Hydrologic Drainage Discharge Volume Element Area (mi 2) (cfs) Time to Peak (in) DA1 0.01994 66 .5 16Jan2009 , 12 :14 6.62 DA10 0.02043 70.9 16Jan2009, 12 :12 6 .62 DA11 0.00355 14.6 16Jan2009, 12 :07 6 .63 DA12 0.00942 37 .2 16Jan2009 , 12 :08 6 .63 DA13 0.01201 48.2 16Jan2009 , 12 :08 6 .63 DA14 0.00824 33 .8 16Jan2009 , 12 :07 6 .63 DA15 0.00709 29 .1 16Jan2009, 12:07 6.63 DA16 0.00906 37 .2 16Jan2009 , 12 :07 6.63 DA17 0.01296 53 .1 16Jan2009 , 12 :07 6.63 DA18 0.00753 30 .9 16Jan2009, 12 :07 6 .63 DA19 0.01047 42 .9 16Jan2009 , 12 :07 6.63 DA2 0.00264 10.8 16Jan2009, 12:07 6.63 DA20 0.02178 82 .5 16Jan2009 , 12:09 6.63 DA21 0.00723 29 .6 16Jan2009, 12 :07 6.63 DA22 0.00562 23 16Jan2009, 12 :07 6.63 DA3 0.00575 24 .3 16Jan2009, 12 :07 6.99 DA4 0.01891 60.4 16Jan2009 , 12 : 17 7.32 DA5 0.00948 38 .9 16Jan2009 , 12 :07 6 .63 DA6 0.0153 57 .7 16Jan2009 , 12 :09 6 .63 DA? 0.00738 30 .3 16Jan2009 , 12 :07 6 .63 DA8 0.0249 81 .2 16Jan2009 , 12 :14 6.62 DA9 0.00492 20.2 16Jan2009, 12:07 6.63 50-YR PROPOSED CONDITIONS HMS RESULTS Peak Hydrologic Drainage Discharge Volume Element Area (mi 2) (cfs) Time to Peak (in) DA6 0.0055625 25.7 16Jan2009, 12 :07 8.2 DA60 0.00464 19 16Jan2009 , 12 :07 6.63 DA61 0.0039062 16.5 16Jan2009 , 12 :07 7.02 DA62 0.0215122 83.4 16Jan2009 , 12 :09 6 .63 DA63 0.004875 21 .1 16Jan2009 , 12 :08 7.96 DA64 0.0249 81 .2 16Jan2009 , 12 :14 6 .62 DA65 0.011204 42 .2 16Jan2009 , 12 :09 6 .63 DA66 0.0094844 38 .9 16Jan2009 , 12 :07 6 .63 DA67 0.0189219 60.4 16Jan2009 , 12 :17 7.32 DA68 0.0029219 13 .1 16Jan2009 , 12 :07 7.76 DA? 0.0045156 19 .1 16Jan2009 , 12 :07 7.01 DA70 0.00085938 3.5 16Jan2009, 12 :07 6 .63 DA71 0.0044531 18 .5 16Jan2009 , 12 :07 6 .8 DA74 0.0118359 48.5 16Jan2009, 12 :07 6 .63 EXHIBIT 8.6 EXHIBIT 8.7 100-YR EXISTING CONDITIONS HMS RESULTS Peak Hydrologic Drainage Discharge Volume Element Area (mi 2) (cfs) Time to Peak (in) DA1 0.01994 76 .1 16Jan2009 , 12 :13 7.78 DA10 0.02043 81 .2 16Jan2009 , 12 :12 7 .79 DA11 0.00355 16 .7 16Jan2009 , 12 :07 7.8 DA12 0.00942 42 .7 16Jan2009, 12 :08 7.79 DA13 0.01201 55 .2 16Jan2009 , 12 :08 7.79 DA15 0.00709 33.3 16Jan2009, 12 :07 7.8 DA16 0.00906 42 .6 16Jan2009, 12 :07 7.8 DA17 0.01296 60 .9 16Jan2009, 12 :07 7.8 DA18 0.00753 35.4 16Jan2009, 12 :07 7 .8 DA19 0.01047 49 .2 16Jan2009, 12 :07 7.8 DA2 0.00264 12.4 16Jan2009, 12 :07 7.8 DA20 0.02178 94 .5 16Jan2009, 12:09 7 .79 DA21 0.00723 34 16Jan2009 , 12 :07 7.8 DA22 0.00562 26.4 16Jan2009, 12 :07 7.8 DA3 0.00575 27 .7 16Jan2009 , 12 :07 8.17 DA4 0.01891 68 .5 16Jan2009 , 12 :17 8.5 DAS 0.00948 44 .6 16Jan2009, 12 :07 7.8 DA6 0.0153 66 16Jan2009 , 12 :09 7.79 DA? 0.00738 34 .7 16Jan2009 , 12 :07 7.8 DA8 0.0249 92 .9 16Jan2009, 12 :14 7.78 DA9 0.00492 23 .1 16Jan2009, 12 :07 7.8 100-YR PROPOSED CONDITIONS HMS RESULTS Peak Hydrologic Drainage Discharge Volume Element Area lmi2) lcfs) Time to Peak lin) DA6 0.0055625 28 .9 16Jan2009 , 12 :07 9.41 DA60 0.00464 21.8 16Jan2009, 12 :07 7.8 DA61 0.0039062 18 .8 16Jan2009 , 12 :07 8.19 DA62 0.0215122 95.5 16Jan2009, 12 :09 7.79 DA63 0.004875 23 .8 16Jan2009, 12 :08 9.16 DA64 0.0249 92 .9 16Jan2009, 12 :14 7.78 DA65 0.011204 48.4 16Jan2009, 12:09 7.79 DA66 0.0094844 44.6 16Jan2009 , 12 :07 7.8 DA67 0 .0189219 68.5 16Jan2009 , 12:17 8.5 DA68 0.0029219 14 .8 16Jan2009 , 12 :07 8.95 DA? 0.0045156 21 .8 16Jan2009 , 12 :07 8.18 DA70 0.00085938 4 16Jan2009, 12 :07 7.8 DA71 0.0044531 21 .2 16Jan2009 , 12 :07 7.97 DA74 0.0118359 55 .6 16Jan2009 , 12 :07 7.8 EXHIBIT 8.7 31 VVhit e Creek Mode l Plan : Main-PROP-MM 3/16120 09 lo---------------------------UmamedTribut.arMaln ----------------------------ol Holleman Dove Top of Roadway 7'XS' Proposed Culvert 1000 Main Ctiamel Oialance (Pl:) Future Holleman Drive Top of Roadway 1500 Future 6'XS' Proposed Culvert 2000 ws ,,, ~ ws,,. ws "' ws "'" WSiiiil HE C-RAS Plaff Main PROP-MM locations· User Defined River Reach River Sta Profile QTotal MinChB W .S.Elev CritW.S. E.G. El ev E.G. Slooe Vel Chnl Flowhea Too Width Froude I Chi (els} (ft) (ft) (ft) (ft} (ft/ft) (ftls) (sq ft) (ft) Unnamed Tributar Ma in 11147 .53 50% 11.10 325.32 326.11 326.11 326.30 0.069718 3.47 3.25 9 .55 0.97 Unnamed Tributa r Main 11147.53 20% 16.50 325.32 326 .28 326.28 326.43 0 .047898 3.26 5.68 18 .94 0.83 Unnamed Tributar Main 11147.53 10% 19.80 325.32 326 .33 326.33 326 .49 0 .048909 3.41 6 .64 20 .44 0.85 Unnamed Tributar Main 11147.53 4% 23.90 325.32 326 .38 326.38 326.55 0.047933 3.50 7.85 2 1.57 0.85 Unnam ed Tributar Ma in 11147.53 2% 26 .60 325.32 326 .41 326.41 326.59 0.050622 3.65 8.38 21.97 0.87 Unnamed Tributar Ma in 11147.53 1% 30.10 325.32 326.45 326.45 326.64 0.050191 3.73 9.26 22 .62 0.87 Unnam ed Tributar Main 11038.10 50 % 11.10 322.59 323 .38 323.06 323.40 0.006128 1.1 7 9.46 19 .45 0.30 Unnamed Tributar Main 11038.10 20% 16 .50 322.59 323 .52 323.14 323.55 0.006440 1.34 12 .27 21.31 0.31 Unnamed Tributar Main 11038.10 10% 19 .80 322.59 323 .59 323.18 323.62 0.006680 1.44 13 .80 22 .32 0.32 Unnamed Tributar Ma in 11 038 .10 4% 23.90 322.59 323 .67 323.24 323.70 0.006922 1.53 15 .65 23 .73 0.33 Unnamed Tributar Main 11038 .10 2% 26.60 322.59 323 .72 323 .27 323.76 0.006976 1.58 16.87 24 .54 0.34 Unnamed Tributar Main 11038.10 1% 30.10 322.59 323.78 323.30 323.82 0.007027 1.65 18.27 25 .03 0.34 Unnamed Tributar Main 10745.82 50% 18.40 319 .59 320.32 320 .13 320.36 0.016150 1.59 11.57 32.18 0.47 Unnamed Tributar Main 10745.82 20% 27.50 319 .59 320 .44 320.22 320.49 0.015496 1.74 15.78 37 .08 0.47 Unnamed Tributar Main 10745.82 10% 33 .20 319 .59 320.50 320 .27 320.55 0.014969 1.84 18.06 38.13 0.47 Unnamed Tributar Main 10745.82 4% 40 .10 319 .59 320.56 320 .32 320.62 0.014691 1.95 20.58 39 .27 0.47 Unnamed Tributar Mai n 10745.82 2% 44.60 319 .59 320.60 320 .35 320.67 0.014614 2.02 22.12 39 .94 0.48 Unnamed Tributar Main 10745.82 1% 50 .60 319 .59 320.65 320 .40 320.72 0.014499 2.10 24.12 40 .81 0.48 Unnamed Tributar Main 10595.02 50% 18.40 315 .47 316.40 316.40 316.63 0.069017 3.83 4.80 10.29 0.99 Unnamed Tributar Main 10595.02 20% 27.50 315 .47 316.56 316.56 316 .83 0.068128 4.22 6.52 11 .99 1.01 Unnamed Tributar Main 10595.02 10% 33.20 315 .47 316.79 316 .65 316.98 0.035307 3.46 9.61 14 .56 0.75 Unnamed Tributar Main 10595.02 4% 40 .10 315 .47 317 .43 316 .74 317 .49 0.006236 1.89 21.20 21 .63 0.34 Unnamed Tributar Main 10595.02 2% 44 .60 315 .47 317 .81 316 .79 317 .85 0.002975 1.47 30 .31 25 .86 0.24 Unnamed Tributar Mai n 10595.02 1% 50 .60 315 .47 318.27 316 .87 318.29 0.001479 1.17 43.29 30.90 0.17 Unnamed Tribu1ar Main 10411.9 50% 60.80 312 .84 315.41 313 .99 315.42 0.000589 0.65 93.41 82 .14 0.11 Unnamed Tributar Main 104 11.9 20% 96 .70 312 .84 316.34 31 4.24 316.35 0.000211 0.56 172.26 86 .43 0.07 Unnamed Tributar Main 104 11.9 10% 119 .10 312 .84 316.87 31 4 .35 316.87 0.000151 0.55 2 18.11 88 .84 0.06 Unnamed Tributar Main 104 11 .9 4% 145.00 312 .84 317 .43 314 .46 317 .44 0.000114 0.54 269.08 91 .52 0.06 Unnamed Tributar Main 10411.9 2% 163.00 312.84 317 .81 31 4.53 317 .81 0.000100 0.54 303.70 94 .09 0.05 Unnamed Tributar Main 10411 .9 1% 185.80 312.84 318.26 31 4.61 318 .26 0.000086 0.54 347 .07 97 .21 0.05 Unnamed Tributa r Main 10300 Culvert Unnamed Tributar Main 10221.67 50% 60.80 310.00 312.30 310.98 312 .33 0.001878 1.35 44 .87 31.17 0.20 Unnamed Tributar Main 10221 .67 20% 96.70 310.00 312.73 311 .26 312.77 0.002289 1.64 59 .03 35 .78 0.22 Unn amed Tributar Main 10221 .67 10% 119.10 310.00 312.94 311 .41 312.99 0.002481 1.78 66.98 38 .12 0.24 Unnamed Tribu1ar Ma in 10221.67 4% 145.00 310.00 313.16 311.57 313.22 0.002666 1.92 75.58 40 .51 0.25 Unnamed Tributar Ma in 10221.67 2% 163.00 310 .00 313.30 311.67 313.36 0.002771 2.00 81 .33 42 .03 0.25 Unnamed Tributar Main 10221.67 1% 185.80 310 .00 313.46 31 1.79 313.53 0.002894 2.10 88.28 43.79 0.26 Unnamed Tributa r Main 10164 .37 50% 78.10 309.43 311.98 311.25 312.09 0.007715 2.75 36.98 42 .52 0.40 Unnamed Tributar Main 10164.37 20% 124 .60 309.43 312.36 311.69 312.49 0.007831 3.23 54 .17 49 .47 0.42 Unnamed Tributar Main 10164 .37 10% 153.70 309.43 312.55 311.94 312.70 0.007889 3.46 64 .01 52 .46 0.43 Unnamed Tributar Main 10 164 .37 4% 187.20 309.4 3 312.75 312.06 312 .9 1 0.007959 3.70 74 .61 55 .20 0.44 Unnamed Tributa r Main 10164 .37 2% 210.70 309.43 312 .87 312.15 313.05 0.008030 3.85 8 1.64 57 .00 0.44 Unnamed Tributa r Main 10164 .3 7 1% 240.10 309.4 3 313.02 312.27 313 .20 0.008130 4.03 90.07 59 .10 0.45 Unnamed Tributa r Main 10101.99 50% 78.10 309.25 311 .63 310.89 311 .70 0.004774 2.09 40.89 40 .94 0.31 Unnamed Tributa r Main 10101 .99 20% 124 .60 309.25 311 .97 3 11.15 3 12 .07 0.005439 2.59 56.11 48 .64 0.35 Unnamed Tributa r Main 10101 .99 10% 153.70 309 .25 312.15 311 .29 312 .27 0.005761 2.84 65.01 52 .93 0.36 Unnamed Tributar Main 10101 .99 4% 187.20 309.25 312 .33 311.45 312 .47 0.006047 3.09 75.00 57.41 0.38 Unnamed Tributar Main 10101.99 2% 210.70 309.25 312.44 311.54 312 .59 0.006228 3.26 81.76 60 .25 0.39 Unnamed Tributar Main 10101 .99 1% 240.10 309.25 312.58 311.66 312 .74 0.006438 3.44 89.97 63 .54 0.40 Unnamed Tributar Main 10040.69 50% 78.10 308 .95 31 1.08 310.88 311 .23 0 .013662 3.68 36.59 52 .50 0.53 Unnamed Tributa r Main 10040.69 20% 124.60 308 .95 31 1.41 311 .11 311 .57 0.012889 4.08 55 .10 59 .26 0.53 Unnamed Tributar Main 10040.69 10% 153.70 308 .95 311 .58 311 .23 31 1.75 0.012656 4.29 65.66 63 .08 0.53 Unnamed Tributar Main 10040.69 4% 187.20 308.95 311 .76 31 1.35 31 1.94 0.012496 4.51 77 .15 66 .98 0.54 Unnamed Tributar Main 10040.69 2% 210.70 308.95 311 .87 311.42 312 .06 0.012458 4.66 84.77 69 .45 0.54 Unnamed Tributar Main 10040.69 1% 240.10 308.95 312.01 311 .52 312 .20 0.012205 4.79 94.66 72 .53 0.54 Unnamed Tributa r Main 9939.552 50% 78.10 308 .00 310.44 309.78 310 .47 0.004294 1.55 50 .44 53 .63 0.28 Unnamed Tributar Main 9939.552 20% 124.60 308.00 310.74 309.99 310.79 0.004724 1.85 67.17 58 .49 0.31 Unnamed Tributar Main 9939.552 10% 153.70 308.00 310.89 310.09 310.95 0.004955 2.01 76.38 61 .01 0.32 Unnamed Tributa r Ma in 9939 .552 4% 187.20 308.00 311.04 310.19 311 .11 0.005246 2.18 85.82 63 .37 0.33 Unnamed Tributa r Main 9939.552 2% 210.70 308 .00 311.14 310.26 311 .22 0.005376 2.28 92.24 64 .75 0.34 Unnamed Tributar Main 9939.552 1% 240.10 308 .00 31 1.14 310.34 3 11 .24 0.007018 2.61 92 .08 64 .72 0.39 Unna med Tributar Main 9867.082 50% 9 1.40 307 .56 309.32 309.32 309.57 0.066655 4.0 1 22.78 45.24 1.00 Unnamed Tributar Main 9867.082 20% 146.90 307.56 309.54 309.54 309.83 0.063179 4.38 33.54 56.11 1.00 Unnamed Tributar Main 9867 .082 10% 181 .70 307 .56 309.64 309.64 309.97 0.061779 4.56 39 .81 61 .57 1.00 Unnamed Tributar Main 9867 .082 4% 221.50 307.56 309.75 309 .75 310.10 0.060383 4 .74 46 .74 67.19 1.00 Unnamed Tributar Main 9867.082 2% 249 .60 307 .56 309.83 309 .83 310.18 0.057464 4.79 52 .07 70 .92 0.99 Unnamed Tributar Main 9867 .082 1% 284 .70 307 .56 310.72 309 .90 31 0.80 0.005374 2.29 124.13 86.35 0.34 Unnamed Tributa r Main 9725.573 50 % 97.30 303.55 306.16 305.10 306.21 0.003550 1.79 54 .28 38.90 0.27 Unnamed Tribu1ar Ma in 9725 .573 20% 164.10 303.55 307.50 305.46 307 .53 0.001349 1.33 123.49 66.57 0.17 Unnamed Tributar Main 9725 .573 10% 191 .70 303.55 308.07 305.57 308.09 0.001108 1.14 168.88 100.69 0.15 Unnamed Tributa r Ma in 9725 .573 4% 233.50 303 .55 308.87 305.73 308.88 0.000631 0.87 269.45 159.84 0.12 Unnamed Tributa r Main 9725.573 2% 262.90 303.55 309.68 305.84 309.69 0.000232 0.64 409 .13 188.06 0.08 HEC-RAS Plan: Main-PROP-MM Locations: User Defined {Continued) River Reach River Sta Profile QTotal Min Ch El W.S.Elev CritW.S. E.G. Elev E.G. Slope Vel Chnl Flow fvea TopWdth Froude #Chi (cfsl (ft) (ft) (ft) (ft) (ft/ft) (ftls) (SQ ft) (ft) Unnamed Tributar Main 9725.573 1% 299.70 303.55 310.74 305.97 310.74 0.000086 0.48 655.91 259.04 0.05 Unnamed Tributar Main 9686.643 50% 123.60 302.15 306.01 303.84 306.10 0.002543 2.33 53.09 17.63 024 Unnamed Tributar Main 9686.643 20% 204.80 302.15 307.36 304.40 307.44 0.003241 2.34 87.61 37.19 027 Unnamed Tributar Main 9686.643 10% 242.40 302.15 307.95 304.63 308.03 0.002391 2.19 111.S. 44.30 0.24 Unnamed Tributar Main 9686.643 4% 295.10 302.15 308.78 304.93 308.83 0.001647 1.80 173.05 82.39 020 Unnamed Tributar Main 9686.643 2% 332.60 302.15 309.64 305.12 309.67 0.000805 1.46 260.91 128.41 0.14 Unnamed Tributar Main 9686.643 1% 378.70 302.15 310.71 305.36 310.73 0.000399 1.12 409.38 151.66 0.10 Unnamed Tributar Main 9500 Culvert Unnamed Tributar Main 9462.441 50% 123.60 302.00 305.14 304.19 305.27 0.007841 2.88 42.85 27.62 0.41 Unnamed Tributar Main 9462.441 20% 204.80 302.00 305.69 304.67 305.88 0.009052 3.44 59.57 32.89 0.45 Unnamed Tributar Main 9462.441 10% 242.40 302.00 305.90 304.87 306.10 0.009453 3.64 66.59 34.87 0.46 Unnamed Tributar Main 9462.441 4% 295.10 302.00 306.17 305.11 306.40 0.010082 3.85 76.57 38.68 0.48 Unnamed Tributar Main 9462.441 2% 332.60 302.00 306.35 305.26 306.59 O.Q10511 3.98 83.58 41.57 0.49 Unnamed Tributar Main 9462.441 1% 378.70 302.00 306.54 305.44 306.81 0.010886 4.11 92.11 44.84 0.51 Unnamed Tributar Main 9449.336 50% 123.60 301.80 304.15 304.15 304.65 0.055276 5.66 21.82 22.15 1.01 Unnamed Tributar Main 9449.336 20% 204.80 301.80 304.60 304.60 305.21 0.050922 6.26 32.74 26.97 1.00 Unnamed Tributar Main 9449.336 10% 242.40 301.80 304.76 304.76 305.42 0.049894 6.49 37.37 28.72 1.00 Unnamed Tributar Main 9449.336 4% 295.10 301.80 304.96 304.96 305.69 0.048926 6.81 43.32 30.49 1.01 Unnamed Tributar Main 9449.336 2% 332.60 301.80 305.10 305.10 305.86 0.047613 6.98 47.68 31.72 1.00 Unnamed Tributar Main 9449.336 1% 378.70 301.80 305.26 305.26 306.06 0.046401 7.17 52.85 33.13 1.00 Unnamed Tributar Main 9330.980 50% 135.20 300.03 302.51 301.70 302.58 0.005623 2.18 61.90 47.66 0.34 Unnamed Tributar Main 9330.980 20% 221.10 300.03 303.08 302.00 303.18 0.004704 2.44 90.54 51.41 0.32 Unnamed Tributar Main 9330.980 10% 260.80 300.03 303.33 302.13 303.43 0.004349 2.52 103.58 52.89 0.32 Unnamed Tributar Main 9330.980 4% 317.00 300.03 303.65 302.29 303.76 0.004062 2.63 120.61 54.77 0.31 Unnamed Tributar Main 9330.980 2% 356.50 300.03 303.86 302.39 303.98 0.003884 2.69 132.42 56.04 0.31 Unnamed Tributar Main 9330.980 1% 405.50 300.03 304.09 302.52 304.21 0.003813 2.79 145.29 57.39 0.31 Unnamed Tributar Main 9195.853 50% 141.60 298.02 301.49 300.08 301.63 0.008878 2.97 47.62 31.17 0.42 Unnamed Tributar Main 9195.853 20% 231.60 298.02 302.23 300.69 302.38 0.007263 3.17 73.96 43.19 0.40 Unnamed Tributar Main 9195.853 10% 273.90 298.02 302.54 300.93 302.70 0.006907 3.19 88.61 52.39 0.39 Unnamed Tributar Main 9195.853 4% 333.00 298.02 302.93 301.49 303.09 0.006080 3.18 111.46 63.02 0.38 Unnamed Tributar Main 9195.853 2% 374.60 298.02 303.21 301.62 303.36 0.005328 3.14 129.97 69.58 0.36 Unnamed Tributar Main 9195.853 1% 426.10 298.02 303.47 301.80 303.62 0.004977 3.18 148.71 75.20 0.35 Unnamed Tributar Main 9096.263 50% 141.60 295.88 301.00 298.69 301.07 0.003630 2.16 65.48 34.09 0.27 Unnamed Tributar Main 9096.263 20% 231.60 295.88 301.80 299.36 301.89 0.003349 2.44 96.57 44.60 0.28 Unnamed Tributar Main 9096.263 10% 273.90 295.88 302.13 299.64 302.22 0.003229 2.52 111.88 49.60 027 Unnamed Tributar Main 9096.263 4% 333.00 295.88 302.53 299.98 302.64 0.003266 2.62 133.88 58.14 028 Unnamed Tributar Main 9096.263 2% 374.60 295.88 302.86 300.59 302.96 0.002990 2.61 153.60 64.66 0.27 Unnamed Tributar Main 9096.263 1% 426.10 295.88 303.12 300.74 303.23 0.002975 2.69 171.67 69.69 0.27 Unnamed Tributar Main 8995.415 50% 158.00 295.24 300.66 298.78 300.74 0.003090 2.18 72.38 32.07 026 Unnamed Tributar Main 8995.415 20% 259.20 295.24 301.43 299.28 301.54 0.003671 2.59 100.03 39.60 0.29 Unnamed Tributar Main 8995.415 10% 308.60 295.24 301.75 299.50 301.87 0.003784 2.72 113.26 42.73 0.29 Unnamed Tributar Main 8995.415 4% 375.60 295.24 302.15 299.80 302.28 0.003875 2.87 130.97 46.86 0.30 Unnamed Tributar Main 8995.415 2% 422.80 295.24 302.47 300.00 302.60 0.004189 2.86 147.75 57.14 0.31 Unnamed Tributar Main 8995.415 1% 481.40 295.24 302.75 300.21 302.88 0.004063 2.93 164.71 65.81 0.31 Unnamed Tributar Main 8201 50% 158.00 296.62 299.14 298.94 299.59 0.031964 5.36 29.54 21.78 0.80 Unnamed Tributar Main 8201 20% 259.20 296.62 299.93 299.42 300.41 0.018880 5.56 47.94 24.82 0.66 Unnamed Tributar Main 8201 10% 308.60 296.62 300.17 299.63 300.71 0.018737 5.94 54.01 25.74 0.67 Unnamed Tributar Main 8201 4% 375.60 296.62 300.55 299.91 301.14 0.016814 6.20 64.07 27.19 0.65 Unnamed Tributar Main 8201 2% 422.80 296.62 300.82 300.08 301.43 0.015491 6.33 71.55 28.22 0.64 Unnamed Tributar Main 8201 1% 481.40 296.62 301.07 300.29 301.73 0.015293 6.62 78.72 29.19 0.64 Wiite Cree k Model Plan : Trib1 -Exist-MM 31 1712009 /'--------------------------Reach1Tr'ib1 31 200 600 800 1000 Ma in ctwmel Oiatlnce (ft) 1200 1""" -ws ,,, -ws,.. ws '" ws "'" ~ ws""' -""'""" 1600 HEC RAS Ptaff Trib1 River. Reach 1 Reach · Trib1 Reach River Sta Profile QTotal Min Ch El W.S. Elev CritW.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude #Chi (Cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/S) (SC ft ) (ft) Trib1 15443.62 50% 9 .90 331.47 332.26 332.05 332.31 0 .016067 1.64 5 .39 11 .75 0.46 Trib1 15443.62 20% 16 .60 331.47 332.44 332.19 332.51 0 .016463 2.16 7 .62 13.12 0.50 Trib1 15443.62 10% 20 .90 331 .47 332.54 332.26 332.62 0 .016663 2.34 6 .95 14 .00 0.51 Trib 1 15443.62 4% 25.70 331 .47 332 .63 332.34 332.73 0 .017017 2.46 10.35 15.00 0.53 Trib1 15443.62 2% 29.10 331 .47 332 .70 332.36 332.60 0 .017253 2 .56 11 .29 15.62 0.53 Trib1 154U62 1% 33 .30 331 .47 332 .77 332.44 332.66 0 .017460 2 .66 12.42 16.35 0.54 Trib1 15443.62 0.2% 46 .70 331 .47 332 .99 332.63 333.13 0 .017967 2 .99 16.27 16.56 0 .56 Trib1 15246.36 50% 9 .90 326.27 326.94 326.90 327.07 0 .053290 2 .93 3.36 9.07 0 .65 Trib1 15246.36 20% 16.60 326.27 327.11 327.05 327.27 0 .050935 3 .30 5 .03 10.93 0 .66 Trib1 15246.36 10% 20.90 326.27 327 .19 327.13 327.38 0 .049716 3.46 8 .01 11.65 0 .66 Trib1 15248.36 4% 25.70 326.27 327 .26 327.21 327.48 0 .046261 3.63 7 .06 12.79 0 .66 Trib1 15246.36 2% 29.10 326.27 327 .34 327.26 327.55 0 .047300 3.72 7 .63 13.44 0 .66 Trib1 15246 .36 1% 33 .30 326.27 327.40 327.32 327.63 0 .046271 3.61 6 .73 14 .18 0 .66 Trib1 15246.36 0 .2% 46 .70 326.27 327.60 327.51 327.87 0 .044419 4.13 11 .76 16.45 0 .66 Trib1 15055.74 50% 22.60 311 .45 313.06 313.06 313.56 0 .079652 5.70 3 .96 4 .01 1.01 Trib1 15055.74 20% 37 .90 311 .45 313.50 313.50 314 .15 0 .076107 6 .46 5 .65 4 .59 1.01 Trib1 15055.74 10% 47 .60 3 11.45 313.73 313.73 3 14.46 0 .077233 6 .63 6 .97 4 .91 1.01 Trib1 15055.74 4% 56.50 311.45 313.97 313.97 3 14 .77 0 .076467 7.17 6 .16 5 .22 1.01 Trib1 15055.74 2% 66.30 311 .45 314 .12 314.12 314.97 0 .076046 7.36 6 .99 5 .43 1.01 Trib1 15055.74 1% 75 .90 311 .45 314 .30 314.30 315.20 0 .075495 7 .61 9 .96 5.67 1.01 Trib 1 15055.74 0.2% 11 0 .90 311 .45 314 .66 314.86 315.93 0 .072446 6 .22 13 .50 6.44 1.00 Trib1 14909.99 50% 22 .60 304.14 305 .19 305.03 305.32 0 .027716 2 .61 6 .04 14.04 0.66 Trib1 14909.99 20% 37 .90 304.14 305.47 305.23 305.62 0 .023026 3 .11 12 .17 15.77 0.62 Trib1 14909.99 10% 47 .60 304 .14 305.62 305.34 305.79 0 .020774 3 .26 14 .60 16.26 0.61 Trib1 14909.99 4% 56 .50 304.14 305.76 305.45 305.96 0 .019 196 3 .41 17 .14 16.70 0.59 Trib1 14909.99 2% 66.30 304 .14 305.66 305.51 306.07 0 .016414 3.52 16 .66 17.00 0 .59 Trib1 14909.99 1% 75 .90 304.14 306.00 305.59 306.20 0 .017660 3 .63 20.90 17.34 0.56 Trib1 14909.99 0 .2% 110.90 304 .14 306.36 305.66 306.63 0 .016344 4 .01 27 .65 16.42 0 .56 Trib1 14634.23 50% 22.60 303.46 304 .66 304.69 0 .002105 0 .97 23 .30 26.64 0 .19 Trib1 14634.23 20% 37 .90 303.46 305.19 305.21 0.002092 1.17 32 .26 29 .46 0 .20 Trib1 14634 .23 10% 47 .60 303.46 305.35 305.36 0 .002106 1.26 37 .21 29 .92 0 .20 Trib 1 14634.23 4% 56 .50 303.46 305.52 305.55 0 .0021 47 1.39 42 .13 30.29 0 .21 Trib1 14634.23 2% 66.30 303.46 305.63 305.66 0.002160 1.46 45 .40 30.54 0 .21 Trib 1 14634.23 1% 75.90 303.46 305.75 305.79 0.002217 1.54 49 .21 30.62 0 .22 Trib1 14834.23 0 .2% 110.90 303.46 306.14 306.19 0 .002366 1.81 61 .29 31 .69 0.23 Trib1 14725.55 50% 22.60 303.13 304 .46 304 .52 0.006460 1.63 13.90 16.49 0.33 Trib 1 14725.55 20% 37 .90 303.13 304 .77 304.83 0 .006949 1.93 19.62 21 .27 0.35 Trib 1 14725.55 10% 47 .60 303.13 304 .92 304.99 0 .007115 2.07 22 .94 22 .73 0.36 Trib1 14725.55 4% 56.50 303.13 305.06 305.15 0 .007141 2.20 26.62 24.24 0.37 Trib1 14725.55 2% 66.30 303.13 305.16 305.26 0 .007155 2.26 29.14 25 .23 0.37 Trib 1 14725.55 1% 75.90 303.13 305.30 305.36 0 .007136 2.36 32 .20 26.37 0.36 Trib 1 14725.55 0 .2% 110.90 303.13 305.67 305.77 0 .006602 2.62 42 .41 26.54 0.36 Trib 1 14641.26 50% 40.70 302.91 303 .95 303.96 0 .006345 1.56 25 .73 36.06 0.33 Trib1 14641 .26 20% 66.30 302.91 304 .21 304.27 0.006453 1.94 35 .56 36.23 0.35 Trib1 14641.26 10% 65 .60 302.91 304 .35 304.42 0 .006542 2 .12 41 .09 39.36 0.36 Tri b1 14641.26 4% 105.40 302.91 304 .49 304.56 0 .006676 2.30 46 .74 40.52 0.37 Trib1 14641.26 2% 11 9 .40 302.91 304 .59 304.66 0 .006776 2 .41 50 .53 41 .26 0.37 Trib1 14641.26 1% 136.60 302.91 304 .70 304.60 0 .006667 2 .55 55 .10 42 .15 0.36 Trib1 14641.26 0.2% 199.90 302.91 305.03 305.17 0 .007324 2.96 69.74 44.64 0.40 Trib1 14567.69 50% 40 .70 302.17 303.36 303.43 0 .009369 1.92 25.77 39.85 0.40 Trib1 14567.89 20% 88.30 302.17 303.60 303.67 0 .011169 2.41 34 .72 42 .90 0.45 Trib1 14567.69 10% 65.80 302.17 303.71 303.60 0 .012109 2.66 39.41 43 .66 0.47 Trib1 14567.89 4% 105.40 302.17 303.81 303.92 0 .012962 2.90 44 .23 44.46 0.50 Trib1 14567.69 2% 119.40 302.17 303.89 304.01 0 .013567 3.07 47 .36 44 .99 0 .51 Trib1 14567.69 1% 136.60 302.17 303.97 304.10 0 .014304 3.25 51.04 45.57 0.53 Trib1 14567.89 0 .2% 199.90 302.17 304 .23 304.42 0 .016046 3.60 63.42 47 .50 0 .57 Trib1 14461 .26 50% 40.70 302.09 302.83 302.64 0 .004936 1.06 45 .94 91 .65 0 .27 Trib1 14461.26 20% 66.30 302.09 303.01 303.03 0 .0050 14 1.33 63.09 94.66 0 .29 Trib1 14461.26 10% 65.60 302.09 303.12 303.14 0 .004676 1.44 73 .33 96.05 0 .29 Trib1 14461.26 4% 105 .40 302.09 303.23 303.26 0 .0047 17 1.54 64 .16 96.99 0 .29 Trib1 14461 .26 2% 11 9.40 302.09 303.31 303.34 0 .004636 1.60 91 .44 97.62 0 .29 Trib1 14461 .26 1% 136.60 302.09 303.40 303.43 0.00444 1 1.67 100.66 96.37 0 .29 Trib1 14461 .26 0 .2% 199.90 302.09 303.71 303.75 0 .004040 1.66 131 .66 100.72 0 .29 Tri b1 14379.32 50% 40 .70 301.21 301 .90 301 .97 0 .017215 2 .04 19.92 39.36 0 .51 Trib1 14379.32 20% 66.30 301.21 302.15 302.23 0 .013326 2 .30 29.66 40.34 0 .47 Trib1 14379.32 10% 65.80 301.21 302.26 302.37 0 .012402 2 .45 34.97 40.87 0.47 Tri b1 14379.32 4% 105.40 301.21 302 .42 302.52 0 .011699 2 .59 40 .64 42.32 0.47 Trib1 14379.32 2% 119.40 301.21 302 .51 302.62 0 .011706 2 .66 44 .62 43.76 0.47 Trib1 14379.32 1% 136.60 301.21 302 .61 302.73 0 .011622 2.76 49 .24 45 .41 0.47 Trib1 14379.32 0 .2% 199.90 301.21 302 .94 303.09 0 .011356 3.07 65.02 50.61 0.46 H EC RAS Plan-Tri b1 Ri ver: Reach 1 Reach· Tri b1 (Continued) Reach Rive r St a Profile a Total M in Ch El W .S , Elev C ritW.S . E.G . El ev E.G. Slope Vel Chnl Fl ow Area TopWdth Fro ud e #C hi (els) (ft) (ft) (ft) (ft) (ft/ft ) (Ills) (sq ft) (ft) Trib1 14 301.01 50% 51.20 300.27 301.39 301 .41 0.004215 1.28 40.04 56.38 0.27 Tri b1 14301.01 20% 86 .00 300 .27 301 .66 301 .69 0.004426 1.53 56 .15 62.54 0.28 Tri b1 14301.01 10% 108 .00 300 .27 301 .79 301 .84 0.004523 1.66 64 .90 64 .80 0.29 Trib 1 14301.01 4% 132 .70 300.27 301 .91 301 .96 0.004 977 1.84 72.17 66.59 0.31 T ri b1 14301 .01 2% 150 .30 300 .27 301.98 302 .04 0.005179 1.94 77 .46 67 .87 0.32 Trib1 14 301.01 1% 172.20 300 .27 302 .08 302 .14 0.005367 2.05 83.92 69.40 0.33 Trib1 14301 .01 0.2% 251 .60 300.27 302 .39 302.48 0.005786 2.37 100 .32 74 .87 0.35 T ri b1 14200.98 50% 51 .20 298 .40 300 .08 300.08 300.30 0.074 806 3.77 13 .59 31 .62 1.01 Trib1 14200.98 20% 86 .00 298 .40 300 .28 300 .28 300.56 0.064092 4.22 20 .38 35 .60 0 .98 Trib1 14200.98 10% 108 .00 298.40 300 .38 300.38 300.69 0.062736 4.50 24 .02 37 .57 0.99 Trib1 14200.98 4% 132 .70 298.4 0 300 .59 300.85 0.041028 4.12 32 .17 41 .62 0.83 Trib1 14200.98 2% 150.30 298.40 300 .71 300.96 0.033689 3.99 37 .66 44.15 0.76 Trib1 14200.98 1% 172 .20 298.40 300 .86 30 1.10 0.027681 3.87 44 .49 47 .10 0.70 Tri b1 14200.98 0.2% 251 .80 298.40 30 1.41 301 .59 0.01 4633 3.44 73.16 57 .37 0.54 Trib1 14095.88 50% 77 .30 296.13 299 .17 298 .34 299.20 0.003829 1.49 51 .84 52 .55 0.26 Tri b1 14095.88 20% 129 .90 296.13 299 .60 298 .67 299.65 0.003353 1.72 75 .52 55 .90 0.26 T ri b1 14095.88 10% 163 .20 296.13 299.77 299.83 0.003629 1.92 85.21 56 .94 0.28 T rib 1 14095.88 4% 200 .40 296.13 299 .96 300.03 0.003807 2.09 95 .76 58 .03 0.29 Trib1 14095.88 2% 227 .00 296 .13 300 .09 300.17 0.003830 2.19 103 .59 58 .84 0.29 Trib1 14095.88 1% 260 .10 296 .13 300.24 300.32 0.003914 2.31 112 .36 59 .72 0.30 Trib1 14095.88 0.2% 380 .10 296 .13 300.86 300.96 0.003736 2.52 150.99 68.41 0.30 Trib1 1487 50% 77 .30 295 .06 298 .86 297.23 298.90 0.002 163 1.74 52 .10 50 .37 0.22 Trib1 1487 20% 129.90 295 .06 299 .23 297.76 299.31 0.003105 2.34 72 .82 81 .50 0.27 Trib 1 14 87 10% 163.20 295 .06 299 .30 298.07 299.41 0.004331 2.82 77 .20 63.59 0.32 T ri b1 1487 4% 200 .40 295 .06 299 .39 298.28 299 .54 0 .005594 3.28 83.05 66.28 0.37 Trib1 1487 2% 227 .00 295 .06 299 .49 298.43 299 .66 0.000084 3.51 89.86 70.05 0.38 Trib1 1487 1% 260 .10 295 .06 299 .59 298.58 299 .78 0.006 798 3.8 1 97 .05 73.78 0.41 Trib1 1487 0.2% 380.10 295 .06 300.35 299.16 300.51 0.004692 3.74 162.77 94 .15 0.35 Wlite Creek Model Plan : Trib3-Exist-MM 311712009 jo-~~~~~~~~~~~~~~~~~~~~~~~~~~~ReKh1T~3~~~~~~~~~~~~~~~~~~~~~~~~~~~--.i 32 31 31 ""' 800 ~inct.nnelDistance(ft) ws "' -ws"' ws "' ws 1"" -ws;;;;.- ws""' -""""" 1000 HEC·RAS Plan · Trib3·EXiSI· Rive r Reach 1 Reach · Trib3 Reach River Sta Profile QTotal Min Ch Et W .S . Elev CritW.S . E .G . Elev E.G. Slope Vel Chnl Flow Area Top Width Froude #Chi (cfs) (ft) (ft) (ft) (ft) (ti/ft) (Ills) (sq ft) (ft) Trib3 13469.60 50% 27 .70 326.94 327 .68 327.68 327.84 0 .081672 3.22 8 .60 27.96 1.02 Trib3 13469.60 20% 47 .00 326.94 327 .82 327.82 328.03 0 .073060 3.70 12 .74 32.37 1.02 Trib3 13469.60 10% 59.10 326.94 327 .89 327.69 326.13 0 .066362 3.93 15.22 34 .72 1.01 Trib3 13469.60 4% 72.50 326.94 327.97 327.97 326.23 0 .064648 4 .15 17.69 37.10 1.00 Trib3 13469.60 2% 62 .50 326.94 328.02 326.02 326.30 0 .062350 4 .29 19.67 36.76 0 .99 Trib3 13469.60 1% 94 .50 326.94 326.08 328.06 326.36 0 .060275 4 .44 22.16 40.62 0.99 Trib3 13469.60 0 .2% 141 .40 326.94 326.29 326.29 326.64 0 .054164 4 .76 31 .60 49.36 0.97 Trib3 13349.05 50% 27.70 321.21 322.47 322.16 322.57 0 .016246 2.50 11 .06 15.42 0.52 Trib3 13349.05 20% 47 .00 321 .21 322.75 322.39 322.69 0 .017662 2.99 15 .72 17.77 0.56 Trib3 13349.05 10% 59 .10 321 .21 322.68 322.52 323.04 0 .016607 3.26 16 .14 16.69 0.59 Trib3 13349.05 4% 72 .50 321 .21 323.01 322.64 323.20 0 .019526 3.49 20.76 20.03 0.60 Trib3 13349.05 2% 82.50 321 .21 323.10 322.73 323.31 0 .020262 3.67 22.50 20.75 0 .62 Trib3 13349.05 1% 94.50 321 .21 323 .19 322.62 323.43 0 .021033 3.66 24 .51 21 .55 0 .64 Trib3 13349.05 0.2 % 141 .40 321 .21 323 .52 323.14 323.62 0 .022956 4 .43 31 .90 24.26 0 .66 Trib 3 13223.44 50% 27.70 319.10 319 .64 319.54 319.72 0 .033635 2 .34 11 .83 32.06 0 .66 Trib 3 13223.44 20% 47 .00 319.10 319.79 319.66 319.91 0 .033010 2 .76 17 .06 35.55 0 .70 Trib3 13223.44 10% 59.10 319 .10 3 19 .67 320.01 0 .032163 2 .95 20.01 36.65 0 .71 Trib3 13223.44 4% 72.50 319.10 3 19 .95 320.11 0 .031656 3 .15 23.00 36.12 0 .72 Trib3 13223.44 2% 62.50 319.10 320.01 320.18 0 .031166 3.27 25.26 39.05 0 .72 Trib3 13223.44 1% 94 .50 319.10 320.08 320.25 0 .030636 3.39 27 .64 40.09 0.72 Trib3 13223.44 0 .2% 141 .40 319.10 320.29 320.52 0 .029935 3.83 36 .91 43.54 0.73 Trib3 13077.50 50% 27.70 311 .04 312.60 312.60 313.01 0 .065594 5.12 5 .41 6 .77 1.01 Trib3 13077.50 20% 47 .00 311 .04 312.98 312.98 313.46 0 .060658 5.68 8.26 8 .36 1.01 Trib3 13077.50 10% 59.10 311 .04 313 .16 313.16 313.72 0 .059871 5.96 9 .89 9.14 1.01 Trib3 13077.50 4% 72.50 311 .04 313.37 313.37 313.95 0 .057339 6 .12 11 .84 10.24 1.00 Trib3 13077.50 2% 82.50 311 .04 3 13 .51 313.51 314.10 0 .057288 6 .19 13.33 11 .39 1.01 Trib3 13077.50 1% 94 .50 311 .04 313.65 313.65 314.26 0 .056620 6 .27 15.07 12.61 1.01 Trib3 13077.50 0.2% 141 .40 311 .04 314.10 314.10 314.77 0 .053302 6 .55 21 .59 16.25 1.00 Trib3 12919.49 50% 27 .70 309.88 311 .02 310.52 311 .03 0 .002615 0 .82 33.71 64.28 0 .20 Trib3 12919.49 20% 47 .00 309.68 311 .25 310.65 311 .27 0 .002371 0 .96 46.77 66.02 0 .20 Trib3 1291 9.49 10% 59.10 309.86 311 .37 310.7 1 311 .39 0 .002262 1.04 56.99 69.27 0 .20 Trib 3 12919.49 4% 72 .50 309.66 311 .46 310.60 311 .50 0 .002240 1.12 64.90 70.45 0 .20 Tri b3 12919.49 2% 62 .50 309.68 311.56 310.65 311 .58 0 .002231 1.17 70.46 71 .27 0 .21 Trib3 12919.49 1% 94 .50 309.68 311 .66 310.91 311 .66 0 .002169 1.23 77 .22 72.25 0.21 Trib3 12919.49 0 .2% 141 .40 309.88 311 .96 311 .02 311.99 0 .002217 1.44 99 .44 75.40 0.22 Trib3 12791.68 50% 37 .80 306.37 310.26 309.92 310.34 0 .011339 2.41 20.83 46.29 0.45 Trib3 12791.88 20% 64.00 306.37 310.50 310.09 310.60 0 .012001 2 .83 34 .25 61 .62 0.48 Trib3 12791.88 10% 80.40 308.37 310.59 310.31 310.70 0 .013344 3.11 39 .75 62.58 0.51 Trib3 12791 .88 4% 98.70 308.37 310.66 310.46 310.80 0 .015313 3.45 44 .41 63.38 0.55 Trib 3 12791 .88 2% 112.10 308.37 310.71 310.52 310.86 0 .016706 3.67 47 .46 63.90 0 .57 Trib3 12791.88 1% 128.50 308.37 3 10 .76 310.56 310.94 0 .016294 3.93 50 .96 64.49 0 .60 Trib3 12791 .88 0.2% 191 .00 308.37 310.96 311 .19 0 .021931 4 .64 64.21 66.67 0 .67 Trib3 12695.28 50% 37 .80 306.40 307.79 307.79 308.16 0 .062653 4 .83 7 .8 3 10.98 1.01 Trib3 12695.28 20% 64 .00 306.40 308.24 308.18 308.55 0 .044 646 4 .48 14.93 25.85 0 .88 Trib3 12695.28 10% 80.40 306.40 308.45 308.34 308.73 0 .033646 4 .33 21 .29 37.60 0 .78 Trib3 12695.28 4% 98.70 306.40 308.65 308.49 308.89 0 .025479 4 .14 30 .24 50.31 0 .70 Trib3 12695.28 2% 112.10 306.40 308.78 308.58 309.00 0 .021735 4 .02 36.77 52.76 0 .65 Trib3 12695.28 1% 128.50 306.40 308.92 308.70 309.12 0 .018531 3 .91 44 .30 54 .40 0 .6 1 Trib3 12695.28 0.2 % 191 .00 306.40 309.35 308.93 309.53 0 .013223 3.80 68.96 59.11 0 .53 Trib3 12576.03 50% 45 .70 300.79 303.34 302.60 303.60 0 .020202 4 .12 11 .08 6.12 0 .54 Trib3 12576.03 20% 77.20 300.79 303.81 304.27 0 .030274 5.47 14 .11 6.71 0 .66 Trib3 12576.03 10% 97.00 300.79 304.07 304.65 0 .034549 6 .08 15.94 7.04 0 .71 Trib3 12576.03 4% 119.00 300.79 304.30 305.01 0 .040588 6 .78 17.54 7.40 0 .78 Trib3 12576.03 2% 135.10 300.79 304 .44 305.26 0 .044902 7 .26 18.61 7.65 0 .82 Trib3 12576.03 1% 154 .90 300.79 304 .6 1 305.55 0 .049394 7 .77 19.94 7 .95 0 .86 Trib3 12576.03 0.2 % 229.60 300.79 305.34 305.34 306.45 0 .056251 8 .46 27.77 15.95 0 .96 Trib3 314 50% 45 .70 300.82 302.76 302.07 302.81 0 .005715 1.73 25.36 24 .58 0 .31 Trib3 314 20% 77 .20 300.82 303.06 302.33 303.14 0 .007709 2 .22 33 .12 27.17 0 .37 Trib3 314 10% 97 .00 300.82 303.16 302.46 303.27 0 .009739 2 .56 35 .86 28.03 0.42 Trib3 314 4% 119.00 300.82 303.31 302.60 303.45 0 .010707 2 .80 40 .18 29.33 0.44 Trib3 31 4 2% 135.10 300.82 303.41 302.69 303.56 0 .01 1327 2 .96 43 .16 30.20 0.46 Trib3 314 1% 154 .90 300.82 303.51 302.79 303.69 0 .012327 3.17 46 .22 31 .07 0.46 Trib3 314 0.2% 229.60 300.82 304.08 303.14 304.27 0 .010497 3.32 65.33 36 .00 0.46 1000 1500 2000 MlilnCNnnelDiltance(fl) ws '" ~ ws '" ws "'" ~ ws""' """"" HEC·RAS Plan: Main River: Unnamed Tributar Reach: Main Reach RtverSta Pro fife OTotal Min Ch El W.S. Elev CritW.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top \Vidth Froude #Chi (cfsl (ft) (ft) (ft) (ft) (ft/ft) (ftls) (sq ft) (ft) Main 11050.74 50% 16.30 323.69 324.36 324.33 324.50 0.055797 2.96 5.51 15.26 0.67 Main 11050.74 20% 27.60 323.69 324.57 324.46 324.72 0.039560 3.10 8.92 17.79 0.77 Main 11050.74 10% 34.70 323.69 324.67 324.56 324.83 0.037343 3.25 10.67 18.94 0.76 Main 11050.74 4% 42.50 323.69 324.76 324.63 324.94 0.035037 3.38 12.59 20.13 0.75 Main 11050.74 2% 48.20 323.69 324.82 324.89 325.01 0.034923 3.50 13.78 20.83 0.76 Main 11050.74 1% 55.20 323.69 324.89 324.75 325.09 0.034769 3.63 15.20 21.63 0.78 Main 11050.74 0.2% 81.20 323.69 325.08 324.95 325.35 0.037022 4.15 19.59 23.95 0.81 Main 10927.73 50% 16.30 320.94 321.65 321.44 321.68 0.012269 1.33 12.29 38.37 0.40 Main 10927.73 20% 27.60 320.94 321.80 321.55 321.83 0.015209 1.47 18.73 55.71 0.45 Main 10927.73 10% 34.70 320.94 321.86 321.62 321.90 0.016121 1.54 22.60 66.01 0.46 Main 10927.73 4% 42.50 320.94 321.91 321.87 321.95 0.017402 1.64 25.84 72.08 0.48 Main 10927.73 2% 48.20 320.94 321.94 321.70 321.99 0.017769 1.70 28.33 76.35 0.49 Main 10927.73 1% 55.20 320.94 321.98 321.76 322.03 0.018216 1.77 31.24 81.04 0.50 Main 10927.73 0.2% 81.20 320.94 322.09 321.89 322.15 0.018576 1.98 41.08 91.39 0.52 Main 10860.72 50% 16.30 320.11 320.69 320.60 320.71 0.016850 1.14 14.32 87.82 0.44 Main 10860.72 20% 27.60 320.11 320.79 320.65 320.81 0.015120 1.33 20.68 71.07 0.44 Main 10860.72 10% 34.70 320.11 320.83 320.68 320.87 0.014593 1.44 24.13 72.25 0.44 Main 10860.72 4% 42.50 320.11 320.88 320.71 320.92 0.013879 1.53 27.77 72.92 0.44 Main 10860.72 2% 48.20 320.11 320.92 320.73 320.96 0.013630 1.60 30.19 73.36 0.44 Main 10860.72 1% 55.20 320.11 320.96 320.76 321.00 0.013271 1.87 33.11 73.89 0.44 Main 10860.72 0.2% 81.20 320.11 321.09 320.84 321.14 0.012616 1.90 42.77 75.61 0.44 Main 10745.82 50% 16.30 318.54 319.25 319.02 319.27 0.009653 1.22 13.39 37.80 0.36 Main 10745.82 20% 27.60 318.54 319.40 319.12 319.43 0.009868 1.40 19.71 45.86 0.38 Main 10745.82 10% 34.70 318.54 319.48 319.18 319.51 0.009768 1.48 23.50 50.07 0.38 Main 10745.82 4% 42.50 318.54 319.55 319.23 319.59 0.009677 1.55 27.45 54.12 0.38 Main 10745.82 2% 48.20 318.54 319.60 319.27 319.64 0.009632 1.59 30.22 56.78 0.39 Main 10745.82 1% 55.20 318.54 319.66 319.31 319.70 0.009713 1.66 33.35 59.65 0.39 Main 10745.82 0.2% 81.20 318.54 319.83 319.43 319.88 0.009673 1.64 44.24 67.53 0.40 Main 10676.85 50% 16.30 317.29 318.06 317.95 318.15 0.032976 2.37 6.87 17.83 0.67 Main 10676.85 20% 27.60 317.29 318.26 318.10 318.36 0.027673 2.54 10.89 22.45 0.64 Main 10676.85 10% 34.70 317.29 318.37 318.18 318.47 0.025905 2.57 13.49 25.93 0.63 Main 10676.85 4% 42.50 317.29 318.47 318.26 318.57 0.024560 2.61 16.28 29.38 0.62 Main 10676.85 2% 48.20 317.29 318.54 318.31 318.64 0.023483 2.63 18.34 31.69 0.61 Main 10676.85 1% 55.20 317.29 318.61 318.36 318.72 0.022405 2.65 20.81 34.26 0.60 Main 10676.65 0.2% 61.20 317.29 318.85 318.55 316.96 0.019376 2.72 29.62 42.31 0.57 Main 10595.02 50% 16.30 315.81 316.86 316.49 316.89 0.006669 1.57 10.36 16.23 0.37 Main 10595.02 20% 27.60 315.81 317.09 316.67 317.14 0.009134 1.84 14.96 21.63 0.39 Main 10595.02 10% 34.70 315.81 317.21 316.76 317.27 0.009244 1.96 17.66 23.38 0.40 Main 10595.02 4% 42.50 315.81 317.32 316.64 317.39 0.009431 2.09 20.37 25.02 0.41 Main 10595.02 2% 46.20 315.81 317.39 316.69 317.46 0.009595 2.17 22.23 26.10 0.41 Main 10595.02 1% 55.20 315.81 317.46 316.96 317.56 0.009718 2.25 24.50 27.42 0.42 Main 10595.02 0.2% 61.20 315.81 317.74 317.16 317.64 0.010200 2.52 32.17 31.48 0.44 Main 10474.95 50% 16.30 313.64 314.36 314.36 314.55 0.076137 3.45 4.73 13.10 1.01 Main 10474.95 20% 27.60 313.64 314.54 314.54 314.76 0.068841 3.79 7.29 16.27 1.00 Main 10474.95 10% 34.70 313.64 314.62 314.62 314.87 0.068715 4.01 8.66 17.73 1.01 Main 10474.95 4% 42.50 313.64 314.70 314.70 314.97 0.066697 4.17 10.20 19.24 1.01 Main 10474.95 2% 48.20 313.64 314.76 314.76 315.04 0.064637 4.25 11.34 20.29 1.00 Main 10474.95 1% 55.20 313.64 314.82 314.62 315.12 0.063859 4.36 12.61 21.40 1.01 Main 10474.95 0.2% 61.20 313.64 315.02 315.02 315.36 0.059315 4.69 17.31 25.07 0.99 Main 10290.33 50% 58.60 310.19 312.38 310.86 312.39 0.000423 0.57 128.21 104.34 0.09 Main 10290.33 20% 100.10 310.19 312.89 311.06 312.90 0.000415 0.71 164.12 113.56 0.10 Main 10290.33 10% 126.50 310.19 313.15 311.16 313.16 0.000420 0.78 213.76 117.00 0.10 Main 10290.33 4% 155.40 310.19 313.40 311.26 313.40 0.000426 0.65 242.94 119.47 0.10 Main 10290.33 2% 177.10 310.19 313.56 311.32 313.57 0.000431 0.90 263.04 120.52 0.10 Main 10290.33 1% 202.90 310.19 313.75 311.37 313.76 0.000438 0.96 285.29 121.67 0.11 Main 10290.33 0.2% 303.80 310.19 314.36 311.72 314.36 0.000469 1.14 361.34 125.52 0.11 Main 10221.67 50% 58.60 310.00 312.30 310.96 312.33 0.001761 1.31 44.72 31.12 0.19 Main 10221.67 20% 100.10 310.00 312.79 311.29 312.63 0.002219 1.63 61.30 36.46 0.22 Main 10221.67 10% 126.50 310.00 313.04 311.46 313.09 0.002429 1.79 70.64 39.16 0.23 Main 10221.67 4% 155.40 310.00 313.27 311.63 313.33 0.002615 1.94 80.19 41.73 0.25 Main 10221.67 2% 177.10 310.00 313.43 311.75 313.50 0.002731 2.03 87.03 43.48 0.25 Main 10221.67 1% 202.90 310.00 313.61 311.87 313.68 0.002851 2.14 94.84 45.39 0.26 Main 10221.67 0.2% 303.80 310.00 314.20 312.29 314.29 0.003191 2.46 123.49 52.16 0.28 Main 10164.37 50% 77.90 309.43 311.98 311.25 312.09 0.007662 2.75 37.01 42.53 0.40 Main 10164.37 20% 132.90 309.43 312.42 311.76 312.55 0.007789 3.29 57.24 50.61 0.42 Main 10164.37 10% 167.90 309.43 312.64 311.98 312.79 0.007841 3.55 68.84 53.73 0.43 Main 10164.37 4% 206.10 309.43 312.65 312.14 313.02 0.007946 3.61 80.56 56.72 0.44 Main 10164.37 2% 234.80 309.43 313.00 312.25 313.18 0.008042 3.99 86.88 58.81 0.45 Main 10164.37 1% 266.90 309.43 313.15 312.38 313.35 0.008163 4.19 98.32 61.10 0.45 Main 10164.37 0.2% 402.80 309.43 313.68 312.79 313.94 0.008517 4.63 132.60 66.61 0.48 HEC ·RAS Plan : Main Rive r: Unnamed Tributar Reach : Ma in (Continued) Rea ch River Sta Profile Q Total Min Ch El W.S. El ev Crit W.S. E.G . Elev E.G. Slope Vel Chnl Flow Area Top l'Vidth Froude #Chi (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Main 10101 .99 50% 77 .90 309 .25 311 .6 3 310.89 311 .70 0.004765 2.09 40.84 40.91 0.31 Ma in 10101 .99 20% 132 .90 309 .25 312 .03 311 .19 312 .13 0.005463 2.65 59 .00 50.04 0.35 Main 10101 .99 10% 167 .90 309 .25 312 .24 311 .36 312.36 0.005781 2.93 69 .82 55.13 0.37 Main 10101 .99 4% 206 .10 309 .25 312 .43 311 .53 312.58 0.006078 3 .21 81.08 59.98 0.38 Main 10101 .99 2% 234 .80 309 .25 312 .57 311 .65 312.73 0.006274 3.39 89 .26 63.26 0.39 Ma in 10101 .99 1% 268 .90 309 .25 312 .71 311 .77 312.89 0.006482 3.59 98 .71 66.85 0.40 Ma in 10101 .99 0.2% 402 .80 309 .25 313 .22 312.21 313.44 0.006898 4.19 135 .72 80.20 0.43 Ma in 10040.69 50% 77 .90 308 .95 31 1.13 310.87 311 .26 0 .011322 3.43 39 .54 53.60 0.48 Main 10040.69 20% 132 .90 308 .95 311 .52 311 .14 311 .67 0.010974 3.92 61 .90 61 .75 0.49 Main 10040.69 10% 167 .90 308 .95 31 1.72 311 .28 311 .88 0.010914 4.17 74 .68 66 .17 0.50 Main 10040.69 4% 206 .10 308 .95 311 .91 311 .41 312 .08 0.010935 4.41 87 .69 70.38 0.51 Ma in 10040.69 2% 234 .80 308 .95 312 .04 311 .51 312 .22 0.010954 4.58 97 .04 73 .25 0.51 Main 10040.69 1% 268 .90 308 .95 312.18 311 .60 312 .37 0.010982 4.76 107 .77 76 .42 0.52 Main 10040.69 0.2% 402 .80 308.95 312 .67 311.94 312 .90 0 .011434 5 .45 148.30 92.78 0.54 Main 9939.552 50% 77 .90 308.00 310 .43 309.78 310.47 0.004319 1.55 50.26 53.57 0.28 Ma in 9939.552 20% 132 .90 308.00 310 .77 310.02 310 .83 0.004883 1.91 69.43 59 .12 0.31 Main 9939 .552 10% 167 .90 308.00 310 .95 310.14 311 .02 0.005124 2.09 80.27 62.04 0.32 Ma in 9939 .552 4% 206 .10 308.00 311 .13 310.25 311 .21 0.005300 2.26 91 .31 64.55 0.33 Main 9939 .552 2% 234 .80 308.00 311 .24 310.32 311 .33 0.005469 2.38 98 .76 66.12 0.34 Main 9939 .552 1% 268 .90 308.00 311 .37 310.41 311 .47 0.005618 2.50 107.41 67.90 0.35 Main 9939 .552 0.2% 402 .80 308 .00 31 1.81 310.72 311.94 0.006082 2.91 138 .26 73.88 0.38 Ma in 9867 .082 50% 91 .20 307 .56 309 .33 309 .33 309 .57 0 .068356 3.88 23 .48 49.99 1.00 Ma in 9867.082 20% 155.20 307 .56 309 .54 309 .54 309.86 0.061731 4.54 34.21 53.46 1.00 Main 9867.082 10% 195 .90 307 .56 309 .65 309 .65 310 .02 0.060013 4.87 40 .22 55.31 1.01 Main 9867.082 4% 240.40 307.56 309 .77 309.77 310 .18 0.057774 5.16 46 .62 57 .22 1.01 Main 9867 .082 2% 273 .70 307.56 309 .85 309.85 310 .29 0.0553 10 5.31 51 .57 58 .65 1.00 Mai n 9867 .082 1% 313 .50 307 .56 309 .94 309.94 310 .41 0.054251 5 .52 56.84 60.13 1.00 Main 9867 .082 0.2% 467 .90 307 .56 310 .24 310.24 310 .83 0.051725 6.18 75.77 65.31 1.01 Ma in 9725.573 50% 114 .00 303.55 306 .76 305.22 306.79 0.001848 1.42 80.39 49.94 0.20 Ma in 9725.573 20% 190 .90 303.55 307 .56 305.57 307 .60 0.001566 1.51 127 .66 68.02 0 .19 Ma in 9725 .573 10% 239 .80 303.55 307 .91 305.76 307.95 0.001855 1.60 153.38 86.44 0.20 Main 9725 .573 4% 293 .80 303.55 308 .28 305.95 308.31 0.001883 1.59 190.25 109 .16 0.20 Main 9725.573 2% 334 .10 303.55 308 .47 306.08 308.51 0.00 1770 1.63 212 .12 113 .18 0.20 Ma in 9725 .573 1% 382.00 303 .55 308 .74 306.21 308.78 0.001572 1.65 248 .11 144 .26 0.19 Ma in 9725.573 0.2% 570 .20 303 .55 309 .36 306.74 309.41 0.001672 1.82 347 .46 172 .29 0.20 Ma in 9686 .643 50 % 114 .00 302 .15 306 .68 303 .76 306.73 0.001351 1.75 65 .33 20.77 0.17 Ma in 9686 .643 20% 190.90 302 .15 307.45 304 .31 307.52 0.002513 2.10 91.16 38.11 0.24 Main 9686 .643 10% 239.80 302 .15 307 .77 304 .61 307 .86 0.002794 2.32 103 .94 41 .85 0.25 Main 9686 .643 4% 293.80 302 .15 308.11 304.92 308.20 0.004186 2.45 121 .48 67 .10 0.30 Ma in 9686.643 2% 334 .10 302 .15 308 .31 305.13 308.41 0.004027 2.52 135 .64 74 .35 0.30 Ma in 9686.643 1% 382 .00 302 .15 308 .59 305.38 308 .69 0.003568 2.54 157 .02 79 .04 0.29 Main 9686.643 0.2% 570.20 302.15 309 .17 306.21 309.30 0.003892 2.98 206 .15 94.97 0.31 Ma in 9649.044 50% 124 .30 302.87 306.49 305.05 306 .61 0.009823 2.78 44 .72 34 .65 0.43 Main 9649.044 20% 208 .20 302.87 307 .26 306.16 307 .36 0.007043 2.60 79 .99 54 .85 0.38 Main 9649.044 10% 261 .60 302.87 307 .59 306.37 307 .70 0.006007 2.65 99 .32 60.86 0.36 Main 9649.044 4% 320 .50 302.87 307 .91 306 .62 308 .02 0.005428 2.71 119 .30 66.49 0.35 Main 9649.044 2% 364 .40 302.87 308 .11 306.78 308 .23 0.005172 2.77 133.42 70.19 0.34 Ma in 9649.044 1% 416 .70 302.87 308 .42 306.95 308 .53 0.004466 2.74 155.63 75.81 0.32 Main 9649.044 0.2% 620.90 302.87 308 .98 307.40 309 .14 0.004720 3.21 200 .50 81.97 0.34 Main 9540.031 50% 124 .30 301.50 305 .78 304.29 305 .88 0.004801 2.51 49 .57 25.70 0.32 Ma in 9540.031 20% 208.20 301 .50 306 .51 304 .87 306.64 0.006214 2.89 72 .13 37 .63 0.37 Main 9540.031 10% 261 .60 301.50 306 .87 305.17 307.01 0.006634 3.02 86 .72 44 .88 0.38 Ma in 9540 .031 4% 320 .50 301 .50 307 .21 305.46 307.36 0.006681 3.10 103 .36 51 .93 0.39 Main 9540.031 2% 364.40 301.50 307 .43 305.66 307.59 0.006705 3.16 115.37 56 .73 0.39 Ma in 9540.031 1% 416 .70 301 .50 307 .76 305.90 307.90 0.007770 3 .01 138.67 83.04 0.41 Ma in 9540.031 0.2% 620 .90 301 .50 308 .39 306.70 308.55 0.006156 3.23 192.16 86.44 0.38 Ma in 9462.441 50% 124.30 302 .00 305 .14 304.20 305.27 0.007896 2.90 42 .92 27.64 0 .41 Ma in 9462.441 20% 208 .20 302 .00 305 .71 304 .70 305.90 0.009114 3.46 60.16 33.06 0.45 Main 9462 .441 10% 261 .60 302 .00 306 .00 304.97 306.21 0.009647 3.74 70.01 35.79 0.47 Main 9462 .441 4% 320 .50 302 .00 306 .29 305.21 306.53 0.010395 3.94 81 .30 40.65 0.49 Main 9462 .441 2% 364 .40 302.00 306 .49 305.38 306.74 0.010780 4.07 89 .49 43.86 0.50 Ma in 9462 .441 1% 416 .70 302.00 306 .70 305.57 306.97 0.011098 4.21 99 .09 47.35 0.51 Main 9462 .441 0.2% 620 .90 302 .00 307 .40 306.19 307.72 0.011625 4.55 136 .60 60.34 0.53 Main 9449 .336 50% 124 .30 301 .80 304 .17 304.17 304.66 0.053932 5.62 22.11 22.30 0.99 Main 9449 .336 20% 208 .20 301 .80 304 .62 304.62 305.23 0.050297 6.25 33.29 27.19 1.00 Main 9449 .336 10% 261 .60 30 1.80 304 .84 30 4.84 305.52 0 .049069 6 .59 39.70 29.42 1.00 Main 9449 .336 4% 320.50 301.80 305 .06 305.06 305.81 0.047835 6.92 46.35 31 .35 1.00 Ma in 9449 .336 2% 364 .40 301 .80 305 .22 305.22 306.00 0.046831 7.11 51 .23 32.69 1.00 Main 9449 .336 1% 41 6.70 301.80 305 .39 305.39 306.22 0.045679 7 .32 56.96 34 .20 1.00 HEC RAS Plan · Main Ri ver· Unnamed Tributar Reach · Main (Continued) Reach River Sta Profile QTotal Min Ch El W .S . Ele v CritW.S. E .G . El ev E.G. Slope Vel Chnl Flow Area Top Width Froud e #C hi ... (cfs) (ft ) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Main 9449.338 0 .2% 620.90 301 .60 305.95 305.95 306.94 0 .043335 6 .00 77 .60 39 .16 1.00 Main 9330.960 50% 126 .00 300.03 302.46 301 .67 302.54 0 .005526 2 .14 59 .93 47.10 0 .33 Main 9330.960 20% 214.40 300.03 303.07 301 .96 303.16 0 .004551 2 .39 69.70 51 .31 0 .32 Main 9330.960 10% 269 .40 300.03 303.42 302.16 303.51 0 .004069 2 .49 106.01 53.39 0 .31 Main 9330.960 4% 330.10 300.03 303.75 302.32 303.66 0 .003633 2 .61 126.34 55 .39 0 .30 Main 9330.980 2% 375.20 300.03 303.98 302.44 304.09 0 .003730 2 .70 138 .91 56 .73 0 .30 Main 9330.980 1% 429 .10 300.03 304 .22 302.57 304.34 0 .003681 2 .81 152 .74 58.16 0 .31 Main 9330.980 0 .2% 639 .00 300.03 305.07 303.00 305.22 0 .003462 3.13 204 .17 63.20 0 .31 Main 9195.853 50% 137 .00 298 .02 30 1.47 300.05 301 .60 0 .008692 2 .92 46 .86 30 .96 0.42 Main 9195.853 20% 228.70 298 .02 302.24 300.67 302.39 0 .006934 3.10 74 .60 43 .55 0.39 Main 9195.853 10% 267 .10 298 .02 302.67 301 .23 302.62 0 .006519 3.13 95 .64 56 .60 0 .38 Main 9195.853 4% 351 .70 296 .02 303.09 301 .56 303.24 0.005470 3.11 121 .91 66.60 0 .36 Main 9195.853 2% 399.50 296 .02 303.35 301 .71 303.50 0 .005066 3.14 140 .17 72.95 0 .35 Main 9195.853 1% 456.60 296 .02 303.62 301 .69 303.77 0 .004707 3.18 160.6 4 77.03 0 .34 Main 9195.853 0 .2% 679.10 296.02 304 .57 302.56 304.73 0 .003734 3.30 236.86 68.15 0 .32 Ma in 9096.263 50% 137 .00 295 .88 301 .00 298.66 301.07 0 .003388 2 .09 65.55 34 .10 0 .27 Ma in 9096.263 20% 228.70 295.88 301 .84 299.34 301 .93 0 .003101 2 .36 98.54 45.26 0 .27 Main 9096.263 10% 287.10 295.88 302 .28 299.7 1 302.38 0 .002992 2 .49 119.85 52.04 0 .27 Main 9096.263 4% 351 .70 295.88 302 .76 300.5 1 302.86 0 .002710 2 .56 146.15 59.39 0.26 Main 9096.263 2% 399.50 295.88 303 .03 300.66 303.14 0 .002608 2 .65 163.10 62.23 0.26 Main 9096.263 1% 456 .80 295.88 303.31 300.83 303.43 0 .002587 2 .77 180.85 64.60 0 .26 Main 9096.263 0 .2% 679 .10 295.88 304 .28 301 .44 304 .42 0 .002636 3.15 251 .54 89.2 1 0 .27 Main 8995.415 50% 158 .70 295.24 300.67 298 .79 300.74 0 .003092 2 .19 72 .6 1 32.13 0 .26 Main 8995.415 20% 266 .10 295.24 301.46 299 .30 301 .59 0 .00366 7 2 .61 101 .94 40.06 0 .29 Main 6995.415 10% 334 .50 295 .24 301 .91 299 .62 302.03 0 .00361 3 2 .76 120.20 44 .29 0 .30 Main 6995.415 4% 409 .90 295.24 302 .39 299 .94 302.52 0 .004136 2.67 142.93 54 .39 0 .31 Main 6995.415 2% 466.00 295.24 302 .67 300.16 302.61 0.004135 2 .92 159.67 63.52 0 .31 Main 6995.415 1% 532.90 295.24 302.97 300.40 303.11 0 .003955 3.00 179.65 72.41 0 .31 Main 6995.415 0.2% 794 .60 295.24 303.97 301 .17 304 .13 0 .003370 3.21 267 .70 100.32 0.30 Main 6201 50% 156.70 296.62 299 .14 296.95 299.59 0 .032246 5 .38 29.54 21 .76 0 .80 Main 6201 20% 266.10 296.62 299 .93 299.45 300.43 0 .019699 5.71 47 .94 24.62 0.66 Main 6201 10% 334.50 296.62 300.17 299.74 300.61 0 .022015 6 .44 54 .01 25.74 0 .73 Main 6201 4% 409.90 296.62 300.55 300.03 301 .25 0 .020025 6 .77 64 .07 27 .19 0.71 Main 6201 2% 466.00 296.62 300.62 300.24 301 .56 0 .016616 6 .97 71 .55 26.22 0.70 Main 6201 1% 532.90 296.62 301 .07 300.47 301.66 0 .0 16740 7 .33 76.72 29.19 0.71 Main 6201 0 .2% 794 .60 296.62 301 .97 301 .29 303.02 0 .017919 6 .41 106 .53 32.62 0.72 V'vtlite Creek Model Plan : Main_Fork1 -Ex ist-MM 31 1712009 Unr.med Tributlr Font1 328 j ! 318 ,,, 314 312 31 200 400 eoo 600 ws 1% -ws"' ws 4% ws ""' ws""" ws""' -Grouod HlOO HEC RAS Plan-Folit.1 Rive r: Unnamed Tributar Reach · Folit.1 Reach River Sta Profile QTotal Min Ch El W .S. Elev Cri tW.S . E.G . Elev E.G . Slope Vel Chnl Fl ow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (fl/ft) (IVS) (sq ft) (ft) Fork1 657 .2039 50% 23 .40 326 .00 326 .63 326 .63 326.96 0.062203 3.03 7.73 27.36 1.00 Fork1 657 .2039 20% 40 .00 326.00 326 .96 326 .96 327 .15 0.067645 3.29 12 .15 32.79 0.95 Fork1 657 .2039 10% 50 .60 326 .00 327 .03 327 .03 327 .24 0.076497 3.69 13 .70 34.09 1.03 Folit.1 657 .2039 4% 62 .20 326.00 327.09 327 .09 327 .33 0.074076 3.67 16 .06 36.30 1.03 For1<1 657 .2039 2% 70 .90 326.00 327 .14 327 .14 327 .39 0.072734 4.02 17 .63 37.14 1.03 For1<1 657 .20 39 1% 61 .20 326.00 327 .16 327 .16 327 .45 0.070339 4.17 19 .46 37.91 1.02 For1<1 657.2039 0.2% 123.00 326.00 327 .36 327 .36 327 .70 0 .064649 4.66 26 .37 40.66 1.02 Fork1 747.7705 50% 23 .40 322.59 323 .76 323 .22 323.61 0.004135 1.27 16 .44 25.09 0.26 Fork1 747.7705 20% 40 .00 322.59 324 .05 323.40 324 .09 0.004606 1.57 25.51 27.45 0.29 Fork1 747.7705 10% 50 .60 322 .59 324 .19 323.49 324.24 0 .004 899 1.72 29 .50 29.07 0 .30 For1<1 747.7705 4% 62 .20 322 .59 324 .33 323 .59 324 .36 0.005190 1.66 33 .51 30.64 0.31 For1<1 747.7705 2% 70 .90 322 .59 324.42 323.66 324.46 0.005374 1.95 36 .35 31 .70 0.32 Fork1 747.7705 1% 61 .20 322.59 324 .51 323.72 324.56 0.005655 2.06 39 .35 32 .76 0.33 Fork1 747.77 05 0.2% 123.00 322 .59 324 .64 323.96 324 .93 0.006360 2.42 50 .67 36.62 0.36 Fork1 459.9240 50% 30 .30 319.59 320 .29 320.42 0.052995 2.61 10 .77 31 .05 0.64 Fork1 459.9240 20% 51 .60 319.59 320 .47 320.61 0.043974 3.05 16 .93 37 .61 0.60 For1<1 459.9240 10% 65 .10 319 .59 320 .56 320.72 0.040146 3.20 20 .33 39.16 0.76 Folit.1 459.9240 4% 60 .00 319.59 320.65 320.62 0.036466 3.32 24 .07 40.79 0.76 Folit.1 459.9240 2% 91 .10 319 .59 320 .72 320.90 0.034671 3.41 26 .71 41 .90 0.75 Folit.1 459.9240 1% 104 .30 319 .59 320 .79 320.96 0.032034 3.47 30 .05 43.26 0.73 Folit.1 459.9240 0.2% 156 .60 319 .59 321 .05 320.64 321 .27 0.027376 3.75 41 .66 47 .76 0.71 ' Fork1 244.7146 50% 30.30 315 .47 317 .21 317.26 0.006665 1.61 16 .74 19.22 0.34 Fork1 244 .7146 20% 51 .60 315 .47 317 .61 317.67 0.006526 2.05 25 .16 23.57 0.35 For1<1 244 .7146 10% 65.10 315 .47 317 .61 317.66 0.006404 2.16 30 .19 25.61 0.35 Fork1 244 .7146 4% 60.00 315 .47 316 .00 316.06 0.006332 2.26 35 .39 27 .95 0.35 For1<1 244 .7146 2% 91 .10 315 .47 316 .14 316.22 0.006240 2.32 39 .23 29.42 0.35 Fork1 244 .7146 1% 104 .30 315 .47 316 .26 316.37 0.006215 2.40 43 .46 30.96 0.36 Fo r1<1 244 .7146 0.2% 156 .60 315 .47 316 .77 316.66 0.005663 2.60 60 .23 36.42 0.36 For1<1 55.62691 50% 35 .30 311 .69 313 .64 313.64 314 .09 0.064395 5.36 6 .56 7.50 1.01 Folit.1 55.62691 20% 59 .90 311 .69 314 .06 314 .06 314 .61 0.060314 5.97 10 .03 9.26 1.01 Fork1 55.62691 10% 75 .60 311 .69 31 4.26 314 .26 314 .66 0.056679 6 .27 12 .05 10.15 1.01 Fork1 55.62691 4% 92 .60 311 .69 31 4.47 314 .47 315.13 0.056676 6.51 14 .26 11 .04 1.01 Folit.1 55.62691 2% 105 .70 311 .69 314 .61 314 .61 315.30 0.055966 6 .69 15 .79 11 .62 1.01 Fork1 55.62691 1% 121 .00 311 .69 314 .77 314 .77 315.49 0.053735 6 .62 17 .75 12 .32 1.00 Fork 1 55.62691 0.2% 16 1.20 311 .69 315 .26 315.26 316.12 0.052065 7.45 24 .31 14.42 1.01 For1<1 0 50% 35 .30 310 .19 312 .36 310.73 312.36 0 .000155 0.35 127.76 104 .16 0.06 For1c1 0 20% 59 .90 310 .19 312 .69 310.67 312.69 0.000149 0.42 163.60 113.52 0.06 Fork1 0 10% 75 .60 310 .19 313 .15 310.94 313.15 0.000 150 0.47 213 .76 117 .00 0.06 For1<1 0 4% 92 .60 310 .19 313 .40 311 .02 313.40 0.000 151 0.51 243 .36 119 .49 0.06 For1<1 0 2% 105 .70 310 .19 313.56 311 .06 313.56 0.000154 0.54 262 .56 120.49 0.06 Fork1 0 1% 121 .00 310 .19 313 .75 311 .14 313.75 0.000 155 0.57 265 .56 121 .66 0.06 For1<1 0 0.2% 161 .20 310 .19 314 .36 311 .33 314 .37 0.000167 0.66 360.96 125 .50 0.07 CITY OF COLLEGE STATION 480083 Unnamed Tributary to White Creek LIMIT OF DETAILED STUDY Unnamed Tributary Bee Creek Tributary B BRAZOS COUNT UNINCORPORATED A 481195 MAP SCALE 1" = 1000' 0 2000 f3c:::J:3====::E::=::=3::====E::::=:::3FEET 1000 l:=:::JE:::3==========::EE::E::E::E::::::::3METERS 0 300 600 PANEL 0305F FIRM FLOOD INSURANCE RATE MAP BRAZO S COUNTY, TEXAS AND I NCORPORATED AREAS PANEL 305 OF 475 (S EE MAP INDEX FOR FIRM PANEL LAYOUT) BRAZOS COUNTY 4'81 i95 0305 BRYAN , CITY OF 4'80082 0305 COLLEGE STATIO N, CITY OF 4'60063 0305 Notice to User The M•p Number shown below should be used when pl1clng m1p orders; the Commun ity Number shown •hove sho uld be used on Insurance applicatio ns for the subject commun ity MAP NUMBER 48041C0305F MAP REVISED APRIL 2, 2014 Federal Eme r gency Management Agency This is an oftici al copy of a portion of the above referenced flood map. It was extracted using F-MIT O n-U ne. Th is map does not reflect changes or amendments which may have been made subsequent to the date on the t itle block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema .gov IEX2.1 I ZONEX City of College Station 48 083 City of College Station 480083 FM 2818 Brazos County Unincorporated Areas 481195 ZONEX Legend 1 % annual chance ( 100-Yea r) Floodpla in· 1 % annual chance (100-Year) Floodway . 0.2% annual chance (500-Year) Floodpla in APPROXIMATE SCALE lN FEET TIOHAL F\.000 INSURAJjCE PROGRAM FIRM FLOOD INSURANCE RA TE MAP BRAZOS COUNTY, TEXAS AND IN CORPORA TED AREAS PANEL 182 OF 250 (SEE MAP INDEX FOR PANElS NOT PRINTED) MAP NUMBER 48041C0182 c I EFFECTIVE DATE: I JULY2, 1992 I Ftdtnl Emtf¥t11cy M•u1e1PCJ1t A&~ttcy ( / IEX2.2 ~ a:: < ~ c c w z w I- (!) a:: < a.. z < < ..J 0 w z ..J "' ..J ::E < < "' w w I-ii!i > > a:: 0 w < c I-(!) c a.. NO . AC. 0.40 0.7 0.95 E01 13.24 13.24 0 .00 0 .00 E03 10 .06 9.80 0 .00 0 .26 P02 1.68 0.34 0 .00 1 .35 P04 2.36 0 .71 0 .00 1 .65 P06 0.26 0.01 0 .00 0.25 .!~:. -~·l P07 :c P08 0 .76 0 .02 0 .00 0 .74 .... .:t"~"':.i."'0~40!'.t:·:o~17 P1 0 0.29 0 .02 0 .00 0 .27 ·;,,, .•,:c::PH ».•'·--"~"'"" j)3 ':rn;j5 •~ill'nn •"·0. P 12 0 .06 0.02 0 .00 0.04 ~ .3··:: >:·, ;.;;;;,_'().o5 ::<=•o.01 -•• P14 0 .74 0 .15 0 .00 0 .59 ,:t,:r ... <P15 """ .r.ff =co;11 'Al.00'lt.o6"'' P1 6 0 .17 0 .03 0 .00 0 .15 ·:;..o:· -' -~: .-""~'.•'u.01 -~ P1 8 0 .36 0 .07 0 .00 0 .29 :,.;····,., .... , .. ;•; 17:c::n;02 P20 0 .15 0.02 0 .00 0 .13 EXHIBIT 5 Rational Formula Drainage Area Calculations CRED -Apartment Community ~ ~ 0 0 ~ ~ ..J ..J LL. LL. 0 0 c c ..J ..J < z z LL. LL. >-(.) < ::c < a:: ::c a:: I-u ..J ..J I-..J w I-w u I-u < a::(!) a:: ..J I-(!) I-..J 0 I-.... Wz w ..J .... z .... ..J ..J u w 0 >w >.ct :::> w :::> < w fti "' N .... 0 ..J Ou. (!) ..J (!)LL. > (.) :::> !::! cs ft. ft. ft. ft. ft/s min min In/Hr cfs 5.30 569.7 28.1 1 .0 1 .0 1.6 6 .1 10.0 6 .33 33.5 4 .17 526 .9 27 .9 1 .0 1 .0 1.6 5.4 10.0 6.33 26.4 . .., 1.41 159 .5 3.3 657 .5 14 .1 2 .1 6.4 10 .0 6 .3 3 8 .9 l"l~.~ M ' 1.85 182.8 4.4 448 .3 10.4 2.0 5 .3 10 .0 6.33 11 .7 'L<r ... :.~HJfi ~'.i.'.:.j·;,.•..;ii ·r..i·" ~ _.,._.,., 1"!'1 0 .24 12 .6 0 .3 277 .0 3 .5 2.1 2 .3 10 .0 6.33 1 .5 ··~· ·~ :a · ·c• ,,,'" ;,+,.-..,,..._8 <.:,? n ,..,_,.,,.!4'~i: .•1 0 .7 1 205 .2 14 .8 1.0 1.0 1.9 1.8 10.0 6 .33 4.5 ~· :n •"'.Z .8 ':.ii~, Md:.U ~~2-·~7 _4 ;·~.-::·7 ,~ :., .. :-'.·~ I .,7 0.27 1 .0 1.0 161 .2 5 .2 3 .6 0.8 10.0 6.33 1.7 · .. · 7 0,8 '·•. , •l!l!9.5 · .'. ""' "'"'"'•O<r>• '2,~ , '· 0 .04 1 .0 1.0 73 .3 2 .3 3.5 0.4 10 .0 6 .33 0 .3 ;.,..,;• 0 : ··': .. 1·;0 c<''•."55,8 "+ 2,7 ""''-.._;~1'-.:=co•o2 •• 0 .62 1.0 1.0 361.7 11.4 3 .5 1.7 10.0 6.33 3 .9 •• 30.6 :'*0.1 ·.·' :'714.9 <> 17.6 Jr:2;5 :.,,,4,9 •;::-:.:10.m ... 6.33 0 .15 1.0 1.0 144 .8 7.4 4 .5 0 .5 10.0 6.33 0 .9 1 "·< 1 o •: :?f;O i•~.::t 04.4i-"' 5.7 :;?4.6"!TI. tt4·,~.-·100~1B,'3S 0 .30 75 .1 1.5 69.5 4 .1 1.6 1.5 10.0 6.33 1 .9 ··:o 1il ~·10 1.0 '•. M =o.,, ·~\133.2 >5.1 ,,,. 3 9 ;;:: ·-. 3 0 .13 1.0 1.0 111 .3 5.0 4.2 0.4 10.0 6.33 0 .8 f '' 0 O/ts :;>.0 .. 14 ::> •; 1.lt'' ·'.m"llO'.>t;+;.119.4 ''·· 5.8 ; l"c 4 'S ,:;·;·,::.0:5 ''·"'1 "n""" 8 .~~ P 22 0 .18 0.03 0.00 0 .15 0 .15 1.0 1.0 99.0 5.9 4 .8 0 .3 10 .0 6.33 1 .0 ,. ···-· ~·· \·.757-'" .:~;1 !5·,,,,,:· ea 4 :;~ .. ,"3.9 .ik 1:e·::••>,,. s · =1:'1" P24 0 .21 0 .03 0.00 0 .18 0 .19 1.0 1.0 106.1 6 .0 4.7 0.4 10 .0 6 .3 3 1 .2 o.•,=,~~·o ·"''"'·Rs.1 . '"5.0 ·'"·~ """" P26 1.07 0 .16 0 .00 0 .9 1 0 .93 1.0 1.0 361 .1 5 .6 2 .5 2.4 10 .0 6.33 5 .9 ' I ·'." ;".1" -~·1_fl."L -~·•~'< 4 fi :--1!,.~;.1 n P28 3 .84 3 .60 0 .00 0.24 1.67 207 .4 16 .7 1.0 1 .0 2 .0 1.7 10.0 6 .33 10.6 IL·--.-~~ .u c:·"···-,,.,M .1' ::' 1D .• North Pond 2 .14 2.13 0 .00 0.02 0 .87 357 .4 7 .9 1.0 1.0 1.1 5.7 10.0 6.33 5.5 1·::.:snntn ; :4~1'-'~ ~~. ,•711 R :.1.0 •H~'.;,'.U ,. .•. <.t1 ~•···"' ·~=1 P15a 0 .66 0 .13 0 .00 0 .53 0 .55 1.0 1.0 1 .0 1 .0 10.4 0 .0 10 .0 6 .33 3.5 Exhibit 5 0 0 "' 0 0 0 0 0 "' N 0 "' 0 0 ~ !::! cs !!! cs ~ In/Hr cfs In/Hr cfs In/Hr cfs In/Hr cfs 8.6 45.7 9.9 52.2 1 1 .1 59.0 12 .5 66.3 8 .6 36 .0 9 .9 41 .1 11 .1 46.5 12.5 52.2 ·~ 8.6 12.2 9.9 13.9 11 .1 15.8 12.5 17 .7 k 8 .6 16.0 9 .9 18 .3 11.1 20.6 12.5 23.2 .... 8 .6 2 .1 9 .9 2.4 11 .1 2 .7 12.5 3.0 , 7 .. •,fl • 8 .6 6.1 9 .9 7 .0 11 .1 7 .9 12.5 8 .9 ,.,, ..... <l ,fl r 8.6 2.31 9.9 2 .6 11 .1 3.0 12.5 3.4 ft ,., . ... 8 .6 0.4 9 .9 0.4 11.1 0 .5 12 .5 0 .5 " .. n;.,··• O.!i ••xi2.5.:.S.0.5:' 8 .6 5.4 9 .9 6.1 11.1 6 .9 12 .5 7.8 .e •..,-•. 6.5 .. ·11,,.,,.,,7,4 '''·1~:5 :\e 3'· 8 .6 1.3 9 .9 1 .5 11 .1 1.7 12 .5 1.9 WB -"A.O ;;11 •.1 ..:_:•1.2:..;,1 2.1:;:~:13 8 .6 2 .6 9.9 3 .0 11 .1 3.4 12.5 3.8 ·~·"~·•·u.11"='"'''1,4 ; · 11;r::.1.e ··~·12~5 ;.•· '1.8 ' 8 .6 1.1 9.9 1.3 11 .1 1.4 12 .5 1.6 1.3 ':11":1'-'-1.5 ''12.5 "4:1;7"1 8 .6 1 .3 9.9 1.5 11 .1 1.7 12.5 1.9 9 "'<:•·2 7 :-·'·.11(1 · . .-:•3,n :,;~2 ;5 ,1,:,3.4 ' 8 .6 1.6 9.9 1.8 11 .1 2.1 12 .5 2 .3 .8 '-'''·'"''·''' ll 8 .6 8 .0 9 .9 9 .2 11 .1 10.4 12 .5 11 .7 ~· ,,, ... ... .n7-:: 8 .6 14 .4 9 .9 16.4 11.1 18.6 12.5 20.9 . ..-~ . 8 .6 7.5 9 .9 8.6 11 .1 9 .7 12 .5 10 .9 u 'H 8.6 4 .8 9 .9 5 .5 11 .1 6 .2 12 .5 6 .9 < 0 E--u z ~ ~ ~ E--z < ~ ~ E--~ 0 0 z ~ ~ E--E--E-- # # Ac. min 11 12 1.77 10.2 12 OUT1 3.18 10.3 13 J1 0 .76 10.0 14 OUT2 2 .61 10.3 15 OUT3 0 .72 10.0 16 110 0 .24 10.0 17 OUT9 0 .13 10.0 19 OUT10 0.28 10.0 110 OUT5 1.96 11 .1 111 110 1.46 10.7 112 113 0 .04 10.0 113 OUT4 0 .09 10.1 114 115 0 .62 10.0 115 OUT8 1.84 10.6 116 115 0 .56 10.4 117 116 0.41 10.3 118 117 0.30 10.0 119 120 0 .14 10.0 120 111 0 .27 10.3 121 111 0 .29 10.3 122 121 0 .15 10.0 123 124 0 .27 10.0 124 125 0 .46 10.3 125 129 0 .54 10.4 126 127 1.49 10.4 127 J2 1.94 10.5 129 OUT7 0 .73 11 .0 J1 14 0 .76 10.0 J2 OUT6 1.94 10.6 11a 11 0 .37 10.0 115a 126 0 .55 10.0 EXHIBIT6.1 Pipe Capacity Calculations CRED -Apartment Community 10-yea r Design Storm s ~ ~ Q. Q. i. <ll .... 0 0 ~ ~ 00 ~ ..... Q. i. Q. 00 .... ~ ~ c 0 ~ 00 c ~ 0 .... en 0 ~ ..... ~ .... ~ <ll Q 0 ·;::: .8-~ -Q z ~ ~ ~ r # cfs % % 10 1 18.9 1.41 2 .000 10 1 27.1 0.43 1.400 10 1 8 .2 1.59 2 .500 10 1 27.8 1.50 1.700 10 1 7.8 0 .54 0 .750 10 1 2.6 0 .53 3 .000 10 1 1.4 0 .15 3 .000 10 1 3.1 0 .74 2 .500 10 1 20.3 0 .80 1.200 10 1 15.3 0.45 0 .900 10 1 0.5 0 .14 2 .000 10 1 0.9 0 .57 2 .100 10 1 6.7 1.07 1.100 10 1 19.4 0 .73 1.500 10 1 5.9 0 .83 4 .000 10 1 4.4 1.49 2 .0 00 10 1 3.3 0 .84 1.000 10 1 1.6 0 .19 1.000 10 1 2.9 0 .67 1.00 0 10 1 3.1 0 .74 1.800 10 1 1.6 0 .21 1.000 10 1 2 .9 0 .68 1.200 10 1 4 .9 0 .57 1.000 10 1 5.7 0 .78 1.000 10 1 15.8 0 .98 2 .500 10 1 20.5 1.66 2 .500 10 1 7.5 1.35 2 .5 00 10 1 8.2 1.59 2 .500 10 1 20.4 1.65 1.700 10 1 4.0 0 .14 2 .000 10 1 6.0 0 .32 1.000 Exhibit 6 .1 ~ s == .... "O ~ E--c E--.... ~ ~ c,, -~ ~ ei: z > @ Q. ~ ~ ei: ~ i. ~ ;;... u ~ E--E-- fps cfs ft. min min 9.3 22.5 53 0 .09 10.3 1 9 .9 48 .7 186 0 .31 10.62 8.3 10.2 18 0 .04 10.04 9.4 29 .6 134 0 .24 10.54 5.2 9 .1 47 0 .15 10.15 7.9 6.2 39 0 .08 10.08 7 .9 6 .2 179 0.38 10 .38 7 .2 5.6 120 0.28 10 .28 7.9 24 .8 114 0.24 11 .36 6 .8 21 .5 175 0.43 11.12 4 .9 1.7 24 0.08 10 .08 5 .0 1.8 78 0.26 10 .34 5 .5 6.8 48 0.14 10.14 8 .8 27 .8 30 0.06 10 .66 10 .6 12 .9 105 0.17 10 .60 6.4 5.0 68 0.18 10.44 4 .5 3 .6 72 0.26 10.26 4 .5 3 .6 76 0.28 10.28 4 .5 3 .6 18 0.07 10 .35 6 .1 4 .8 140 0 .38 10 .69 4 .5 3 .6 85 0 .31 10.31 5.0 3.9 75 0.25 10.25 5.3 6 .5 60 0.19 10.44 5.3 6 .5 172 0 .54 10 .99 10.4 25 .1 57 0 .09 10.49 10.4 25 .1 44 0 .07 10 .56 8 .3 10 .2 18 0.04 11.02 8 .3 10.2 133 0.27 10 .30 8.6 20 .7 33 0 .06 10.62 8 .4 14 .9 107 0.21 10.21 6 .0 10 .5 142 0.40 10.40 < 0 E--u z ~ ~ ~ E--z < ~ .... E--~ 0 0 ~ ~ E--E--E-- # # Ac. min 11 12 1.77 10 .2 12 OUT1 3.18 10 .3 13 J1 0 .76 10 .0 14 OUT2 2 .61 10 .3 15 OUT3 0 .72 10 .0 16 110 0 .24 10 .0 17 OUT9 0 .13 10 .0 19 OUT10 0 .28 10 .0 110 OUTS 1.96 11 .1 111 110 1.46 10 .7 112 113 0 .04 10 .0 113 OUT4 0 .09 10 .1 114 115 0 .62 10 .0 115 OUTS 1.84 10 .6 116 115 0 .56 10.4 117 116 0.41 10 .3 118 117 0 .30 10.0 119 120 0 .14 10.0 120 111 0 .27 10.3 121 111 0 .29 10.3 122 121 0 .15 10.0 123 124 0 .27 10 .0 124 125 0.46 10 .3 125 129 0.54 10.4 126 127 1.49 10.4 127 J2 1.94 10.5 129 OUT7 0 .73 11 .0 J1 14 0.76 10 .0 J2 OUT6 1.94 10 .6 11a 11 0 .37 10.0 115a 126 0 .55 10 .0 EXHIBIT6.2 Pipe Capacity Calculations CRED -Apartment Community 100-year Design Storm e ~ ~ Q. Q. i. <I.I ·-0 0 ~ ~ 00 ~ ... Q. i. Q. VJ ·-~ ~ = 0 ~ -= ~ 0 VJ ~ ·-0 ~ ... ~ ·-~ <I.I c; 0 •t: .s-~ -Q z ~ ~ ~ yr # cfs % % 100 27.4 2 .98 2 .000 100 1 39.3 0 .91 1.400 100 1 11.9 3.35 2 .500 100 1 40.4 3 .17 1.700 100 1 11.3 1.15 0.750 100 1 3.8 1.11 3 .000 100 1 2 .0 0 .31 3 .000 100 1 4.4 1.55 2 .500 100 1 29.5 1.68 1.200 100 1 22.2 0 .96 0 .900 100 1 0 .7 0 .30 2.000 100 1 1.3 1.20 2 .100 100 1 9.7 2 .25 1.100 100 1 28.1 1.54 1.500 100 1 8.6 1.76 4 .000 100 1 6.3 3 .13 2 .000 100 1 4 .7 1.76 1.000 100 1 2.3 0.40 1.000 100 1 4 .2 1.41 1.000 100 1 4.5 1.56 1.800 100 1 2.4 0.44 1.000 100 1 4 .3 1.43 1.200 100 1 7 .1 1.20 1.000 100 1 8 .3 1.64 1.000 100 1 22.9 2 .08 2 .500 100 1 29.8 3.51 2 .500 100 1 10.9 2 .85 2 .500 100 11.8 3 .34 2 .500 100 29.7 3.49 1.700 100 5 .8 0 .30 2 .000 100 8.7 0 .68 1.000 Exhibit 6 .2 ~ e ~ ~ ·-"'O E--= E--·-~ ~ "" -~ ~ ~ z ... @ Q. ~ ~ ~ ~ -~ ~ u ~ E--E-- fps cfs ft. min min 9 .3 22 .5 53 0.09 10 .31 9.9 48 .7 186 0 .31 10 .62 8.3 10 .2 18 0 .04 10 .04 9.4 29.6 134 0.24 10.54 5.2 9 .1 47 0.15 10.15 7.9 6 .2 39 0.08 10 .08 7.9 6 .2 179 0 .38 10 .38 7.2 5 .6 120 0.28 10 .28 7.9 24 .8 114 0 .24 11 .36 6.8 21 .5 175 0.43 11.12 4 .9 1.7 24 0.08 10 .08 5 .0 1.8 78 0.26 10.34 5.5 6 .8 48 0.14 10.14 8.8 27 .8 30 0.06 10 .66 10 .6 12 .9 105 0.17 10.60 6.4 5 .0 68 0.18 10.44 4 .5 3 .6 72 0.26 10.26 4.5 3 .6 76 0 .28 10 .28 4.5 3 .6 18 0 .07 10 .35 6 .1 4 .8 140 0 .38 10 .69 4 .5 3 .6 85 0 .31 10 .31 5.0 3.9 75 0 .25 10 .25 5 .3 6 .5 60 0 .19 10.44 5.3 6 .5 172 0 .54 10 .99 10.4 25 .1 57 0.09 10.49 10.4 25 .1 44 0 .07 10 .56 8.3 10 .2 18 0 .04 11 .02 8.3 10 .2 133 0.27 10 .30 8.6 20.7 33 0 .06 10 .62 8.4 14 .9 107 0 .21 10 .21 6 .0 10 .5 142 0.40 10.40 EXHIBIT 7.1 CRED -Apartment Community INLET CAPACITY 10-YEAR STORM SUMP CURB (Recessed)(10 year storm) Drainage Inlet Q Q clogged Area (cfs) (10%) P01 11 15 .87 17 .45 P02 12 12 .20 13 .42 P03 13 6 .54 7.20 P04 14 15 .99 17 .59 P05 15 6 .22 6 .84 P06 16 2 .07 2.28 P10 110 2.31 2.54 P11 111 7.72 8.49 P15 115 5.70 6 .27 P15a 115a 4 .79 5.27 P26+P27 127 11 .94 13.14 Note • Recessed inlets curb opening = Height of curb +depression y = 6"+4"=equal 10 " SUMP GRATE (10 year storm) Drainage Inlet Q Q clogged Area (cfs) (25%) P01 11a 3.17 3.97 P07 17 1.09 1.36 P12 112 0 .37 0.46 P13 113 0.37 0.46 P14 114 5 .36 6.70 P16 116 1.30 1.62 P17 117 0.91 1.13 P18 118a 2 .62 3.27 P18 118b 2.62 3.27 P19 119 1.25 1.56 P20 120 1.12 1.40 P21 121 1.18 1.47 P22 122 1.31 1.64 P23 123 2 .36 2 .95 P24 124 1.60 2.00 P25 125 0.70 0.87 P26 126 8.04 10 .05 P29 129 1.61 2 .01 SUMP TRENCH GRATE (10 year storm) Drainage Inlet Q Q clogged Area (cfs) (25%) P09 19 2.45 3.07 Grate= EJIW V-7341 y• Length of Inlet (ft) Needed (ft) 0.83 7 .69 0.83 5 .92 0.83 3 .17 0.83 7.75 0.83 3.01 0 .83 1.00 0 .83 1.12 0.83 3.74 0.83 2 .76 0.83 2.32 0.83 5.79 SUMP CURB : Q = 3.0*L*y•1 . L= Q/(3.0*y•1 .5) h Open Area Needed Open Area (ft) (ft2) Selected (ft2) 0.5 1.16 2 .23 0.5 0.40 1.06 0.5 0 .13 1.06 0 .5 0.14 1.06 0 .5 1.97 3 .40 0 .5 0.48 1.06 0 .5 0.33 1.06 0 .5 0 .96 1.86 0.5 0 .96 1.86 0.5 0.46 1.06 0 .5 0.41 1.06 0 .5 0.43 1.06 0.5 0.48 1.06 0.5 0 .86 1.86 0.5 0 .59 1.06 0 .5 0 .26 1.06 0.5 2 .95 3.40 0.5 0 .59 1.06 SUMP GRATE: Q = 4 .82*A'h"0.5 A= Q/(4 .82*y•0 .5) h Open Area Needed Open Area (ft) (ft2) Selected (ft2) 0 .33 1.10 6 .36 Calculated h (ft) 0 .14 0.07 0 .01 0 .01 0 .17 0.10 0.05 0 .13 0.13 0.09 0.07 0.08 0.10 0.11 0.15 0.03 0.38 0.16 Calculated h (ft) 0.01 Grate Area Provided = 0.28 ft/LF, 22.9 LF of Grate EXHIBIT 7.2 CRED -Apartment Community INLET CAPACITY 100-YEAR STORM WSE SUMP CURB (Recessed)(100 \ear storm) Drainage Q Q clogged Inlet Area (cfs) (10%) P01 11 23 .02 25 .32 P02 12 17 .70 19.47 P03 13 9.49 10.44 P04 14 23 .20 25 .52 P05 15 9.02 9.92 P06 16 3.01 3 .31 P10 110 3.36 3 .69 P1 1 11 1 11 .20 12 .32 P15 115 8.27 9 .10 P15a 115a 6 .94 7.64 P26+P27 127 17 .33 19 .06 SUMP GRATE (Recessed)(100 year storm) Drainage Inlet Q Area (cfs) P01 11a 4 .60 P07 17 1.58 P12 112 0 .53 P13 113 0 .53 P14 114 7 .78 P16 116 1.88 P17 117 1.32 P18 118a 3.79 P18 118b 3.79 P19 119 1.81 P20 120 1.62 P21 121 1. 71 P22 122 1.90 P23 123 3.42 P24 124 2.33 P25 125 1.01 P26 126 11 .66 P29 129 2.34 • East Jordan Inlet Cata log # SUMP TRENCH GRATE (100 Drainage Inlet Q Area (cfs) P09 19 3.56 Q clogged (25%) 5 .76 1.98 0 .66 0.67 9.73 2 .35 1.65 4 .74 4 .74 2 .26 2.03 2 .14 2 .38 4 .27 2 .91 1.26 14 .57 2 .92 ear storm) Q clogged (25%) 4.45 Length of In let Selected (ft) 10 10 5 10 5 5 5 5 10 5 10 Grate Inlet Selected *V5726 * V5718 * V5718 * V5718 *V5732 * V5718 * V5718 * V5724-1 *V5724-1 * V5718 * V5718 * V5718 * V5718 * V5724-1 * V5718 * V5718 *V5732 * V5718 Grate Inlet Selected *V-7341 Calculated "y" (ft) 0.89 0.75 0 .79 0 .90 0 .76 0.36 0 .39 0 .88 0.45 0.64 0.74 Open Area Selected (tr) 2 .23 1.06 1.06 1.06 3.40 1.06 1.06 1.86 1.86 1.06 1.06 1.06 1.06 1.86 1.06 1.06 3.40 1.06 Open Area Selected (tr) 6.36 Flowline at WSE Inlet 313 .71 314 .60 313 .48 314 .23 320.99 321 .78 316.17 317.07 316 .86 317 .62 317.17 317 .53 316 .67 317 .06 314 .13 315 .01 306 .65 307 .10 307 .65 308 .29 316 .88 317 .62 Flowline at Calculated Inlet h (ft) 317.97 0.29 318.31 0 .15 319 .91 0 .02 319.48 0 .02 303 .78 0.35 312 .25 0.21 313 .83 0 .10 314 .36 0 .28 314 .94 0 .28 315 .88 0 .20 315 .99 0 .16 318 .11 0 .17 317 .94 0 .22 317 .13 0.23 316 .26 0 .32 315 .95 0 .06 316 .51 0.79 312 .99 0.33 Flowline at Calculated Inlet h (ft) 309.39 0 .02 Grate Area Provided= 0.28 tt/LF, 22.9 LF of Grate Top of Recessed Curb Inlet 314 .54 314 .31 321 .82 317 .00 317 .69 318 .00 317 .50 314 .96 307.48 308.48 317.71 WSE 318 .26 318 .46 319 .93 319 .50 304 .13 312.46 313 .93 314 .64 315 .22 316 .08 316 .15 318.28 318.16 317.36 316 .58 316 .01 317.30 313 .32 WSE 309.41 -c GI E CJ) GI fl) GI CL ii: Storm Drain SD-1 1-1A I 1-1 1-1 I 1-2 1-2 I O UT1 = 8. e ·-ftl 0.. GI ...J :. II. Ill CL ::J 312 .57 308 .5 2 3 04 .71 g GI E CL ftl ·-GI 0.. ... -...J Ill II. c 3: 0 0 31 0 .43 3 0 7.56 302.10 g .c c, c GI ...J 107 .2 47.9 194.2 EXHIBITB.1 CR ED -Apartmen t Communi ty (South Pond) 10-YEAR HYDRAULIC GRADE LINE CALCULATIONS ~ GI CL 0 iii 0 .0200 0 .02 00 0 .0134 18 2 .6 21 12.7 30 24.8 GI CL 0 iii-g~ ::::-u "t: II. 0 .0 006 0 .0 064 0 .0002 0 .0653 0 .3061 0 .0355 .c 0. GI o_ -~ ~- 0 z 0.4 3 0 .9 4 0 .72 309.53 309 .3 5 309 .05 - E e :ii ...... o-z~ >.::J ~ ..Q .c ...J -(!) CL ::cg 30 9.46 313.00 310 .86 313.00 1--~~-->~~~~-1~~~---t 309.05 309.46 308 .50 309.46 1--~~-->~~~~-1~~~---t 309.01 305.43 302 .82 309.05 OUT1 .. c G> E Cl G> "' G> a. ii: l-1A I 1-1 1-1 I 1-2 1-2 I OUT 1 = 8-e ·-"' a.. G> ..J ~ u. .. a. ::> 312.57 308 .52 304 .71 g a. E a. "' ~ e ..J-;; u. i 0 c 310.43 307.56 302.10 g .s:: Ci c G> ..J 107.2 47 .9 194.2 0 .0200 0 .0200 0 .0134 EXHIBIT8.2 CRED-Apartment Community (South Pond) 100-YEAR HYDRAULIC GRADE LINE CALCULATIONS ;[ ... ~ E "' i5 18 3 .7 0 .0012 21 18.4 0 .0134 30 36 .0 0 .0004 0 .1323 0 .6425 0.0748 .s:: Q. G> c_ -;:: .,_ E 0 z 0.51 1.21 0.93 313.65 313.52 312.8 7 = >-_., e ..0 g> "' ..J ·-G> "' c.:: '-' c .. ::i:: "' c ::ii ~ 0 c "' E E "' ... e 0 .. z g__ >-::> ~ ..0 .s:: ..J .. <!> a. ::i:: ~ 313.52 313.08 310.94 313.65 313.52 l-------<-----~~----1-----1 312.87 1-_3_0-'-9-'--. 7-'-3+------'3-'-0-'-8 .'--7_,7.___3'-.-'1--'-3-'-'.5-=2+--_3'-1'-=2-'--.6'47 312.80 305.64 303.03 312.67 312.60 OUT2 OUT3 OUT4 OUTS OUTSA OUT SB ... c Q> E en Q> "' Q> a. ii: 1-3 I J-1 J-1 I 1-4 1-4 I Pon d North 1-5 I Pon d Nort h 1-12 I 1-13 1-1 3 I Pon d Nort h 1-22 I 1-21 1-21 I 1-11 1-11 I 1-10 1-10 I Pond No rt h 1-6 I 110 1-1 9 I 1-20 1-20 I 111 = ~e ·-"' Q. Q> ..J = u. g_ :::> 317 .75 316 .08 309.40 315.40 g a> E a. "' n: ! ..J-;; u. i 0 c 317.24 312.75 307.12 315.05 317.34 316.86 316.76 315.00 313.86 313.00 312.90 310.38 310.20 308.62 308.42 307.06 314.00 309.20 311 .35 310.58 310.48 310.30 18 .2 0 .0280 133.2 0.0250 134.1 0 .0170 46 .8 0 .0075 23 .8 0.0202 83.9 0 .0210 85.1 0 .0101 139.7 0 .0180 175.7 0.0090 114.1 0.0119 38.5 0.1246 76 .5 0.0101 18 .1 0.0100 EXHIBIT9.1 CRED-Apartm en t Communi ty (North Pond) 10-YEAR HYDRAULIC GRADE LINE CALCULATIONS ;[ ... ~ Q> E "' i5 15 6 .5 15 6 .5 24 22 .3 18 6 .2 8 0.4 8 0.7 12 1.3 12 2 .5 24 12 .3 24 16.3 12 2 .1 12 1.3 12 2.3 0 .0101 0.1835 0.0101 1.3412 0.0001 0 .0198 0 .0000 0 .0005 0 .0000 0 .0000 0.0000 0 .0000 0 .0013 0 .1127 0 .0049 0 .6842 0 .0029 0 .5166 0 .0001 0 .0090 0.0000 0 .0001 0 .0013 0 .1012 0 .0000 0 .0000 ~ a Q> c_ -= ..,_ E ls z 0.70 0 .72 0.62 0 .36 0.22 0 .07 0.42 0 .51 1.08 0 .57 0.28 0.42 0 .59 316.99 315.46 314 .12 314 .1 0 316.83 314 .10 315.42 315.31 314 .63 314.11 314 .11 314.73 314.63 = >--"' e J:I g' "' ..J ·-Q> ,., c.:: ..... c "' :i:: ~ i 0 c - E e m ...... 0 ... z g__ >-:::> ~ J:I ~ ..J ... C> a. :i:: 2l 3 16 .80 318.45 317 .94 318.45 317.94 1-------+------10------+-----1 314 .12 316.80 313.47 316.80 314.12 1-------+------111-----1-----1 314.10 310.02 307.74 314.12 314.10 314.10 315.76 315.41 315.76 315.41 316.83 317.56 317.08 317.56 317.08 314. 1o1--:3,...1'""6-=.8c:-3t----=3:-71""5.'""0""'1-"""3'"'1""6'""".8""3t---3=--1'""5'"""'.0=11 315.31 314.28 313.42 315.42 315.31 1-------+-----111-------+-----I 314.63 313.41 310 .89 315.31 314.63 314. 11 1--3-1-1-=.2"'"8-t---=3"""0_,,_9 .-=1""0111---:3'""'1--,.4-=.6"""3-t--3"""1'"'4-.1,.-11 314.10 308.99 307.63 314.11 314.10 314.11 314.28 309.48 314.28 314.11 314.63 311 .77 311 .00 314.73 314.63 314. 63 1---3-1-1 -.o-=7 -1---3-1 -o.c,.8~91---3"""1-4'"".6""3-1----3'-1-4-'-_6'-'-l3 OUT2 OUT3 OUT4 OUTS OUT5A OUT5B c Cl> E Cl Cl> ti) 8. ii: 1-3 I J-1 J-1 I 1-4 1-4 I Pond North 1-5 I Pon d Nort h 1-12 I 1-13 1-13 I Po nd North 1-22 I 1-21 1-21 I 1-11 1-11 I 1-10 1-10 I Po nd North 1-6 I 110 1-19 I 1-20 1-20 I 111 = 8. e ·-"' c.. Cl> ..J.:::; u. g_ ::::> 317.75 316.08 309.40 315.40 g a> E Q. "' ii:~ ..J Ill u. i 0 c 317.24 312.75 307.12 315.05 317.34 316.86 316.76 315.00 313.86 313.00 312.9 0 310.38 310.20 308.62 308.42 30 7.06 31 4 .00 309.20 311.35 310.58 310.48 310.30 g .t: Ci c: Cl> ..J 18.2 133.2 134.1 46 .8 23.8 83 .9 85.1 139.7 175.7 114.1 38.5 76.5 18 .1 0.0280 0 .0250 0 .0170 0.00 75 0.0202 0.0210 0 .0 101 0 .0180 0 .0090 0 .0119 0.1246 0 .0101 0 .0100 EXHIBIT9.2 CRED-Apartm ent Com munity (North Pond) 100-YEAR HYDRAULIC GRADE LINE CALCU L ATIONS ;[ ... ~ E "' Ci 15 9 .5 15 9 .5 24 32.3 18 9 .0 8 0.6 8 1.0 12 1.9 12 3 .6 24 17.8 24 23.6 12 3 .0 12 1.8 12 3.4 0 .0215 0 .3919 0 .0215 2 .8649 0 .0003 0 .0416 0 .0000 0 .0011 0.0000 0 .0000 0 .0000 0 .00 00 0 .0028 0.2407 0 .0102 1.4187 0 .0062 1.0819 0 .0002 0 .0189 0 .0000 0 .0001 0 .0025 0 .1941 0 .0000 0 .0001 .t: Q. Cl> c_ -= ..,_ E 0 z 0 .91 0.95 0 .79 0.45 0 .27 0 .09 0 .52 0.65 1.39 0 .73 0 .33 0 .50 0.78 319.56 319.17 316.30 316.26 316.85 316.26 319.02 318 .78 317 .36 316.28 316.28 317.55 317.36 - E "'"' E a> ...... 0 ... z g__ >-::::> ~ ..a .t: ..J ... (!) Q. ::c ~ 319.17 318.66 3 18 .15 319.56 319.17 1-----+------<t-----+-----t 316.30 317.03 313.70 319.17 316.30 316.26 1--...,3'""'1..,.o....,.1..,.91--..,3..,.o=-7 . ..,.9,11-...,3'""'1..,.6 """".3"""01-...,3'"'1'""6""".2c=16 316.26 315.85 315.50 316.26 316.26 316.85 317.61 317.13 317.61 317.13 316.26 316.85 315 .09 316.85 316.26 318.78 314.38 313.52 319.02 318.78 1-----+------<+-----+-----t 317 .36 313.55 311 .03 318.78 317.36 316.281--3'""'1-1""'.5..,,.91--_,3..,.1.,..o . ..,.o,11-...,3'""'1-=7-=.3-=-61--3=--1-=5--=.2c=18 316.26 309.15 307.79 316.28 316.26 316.28 314.33 30 9 .53 316.28 3 16 .28 317. 36 1--_3'-'1-'-1.:..:.8..:.51---'3-'-1 """1 ·..:.0 ~8 1---'3'-'1"'"7.:..:.s.-s __ 30...1....:7.:..:.3-'-16 317.36 311.26 311.08 317.36 317.36 OUTS -c Cl> E Cl Cl> ti) Cl> Q. a: l-18a I l-18b l-18b I 1-17 1-17 I 1-16 1-16 I 1-15 1-15 I OUT8 OUTS-A 1-14 I 1-15 1-15 I OUT8 OUT7 1-23 I 1-24 1-24 I 1-25 1-25 I 1-29 1-29 I OUT7 OUT6 l-15a I 1-26 1-26 I 1-27 1-27 I J-2 J-2 I OUT6 OUT9 1-7 I OUT9 OUT10 1-9 I OUT10 :? 8. 'E ·-., Q. Cl> ...J .:: u.."' Q. :> 309 .60 309 .31 308.49 307 .02 298.99 309 .41 308 .59 307.12 302 .82 298 .58 300 .71 300 .31 298 .99 298 .58 313.26 312 .36 312.11 311 .51 311.41 309 .68 300.08 299 .63 314.10 312 .68 312.43 311.01 310 .91 310.13 309 .70 309.13 309 .54 304 .14 305.12 302.12 EXHIBIT 10.1 CRED-Apartment Community (Creek Side) 10-YEAR HYDRAULIC GRADE LINE CALCULATIONS g .r; Ci c Cl> ...J 19 .0 71 .6 68.4 104 .8 27 .7 ~ Cl> Q. 0 iii 0.0100 0.0101 0.0200 0.0401 0 .0148 36.0 0.0111 27 .7 0.0148 75 .3 0.0120 59 .9 0 .0100 172 .0 0 .0101 18.0 0.0250 142 .3 0 .0100 56.9 0.0250 31 .2 0.0250 33.4 0.0171 180 .1 0.0300 120 .2 0 .0250 12 12 12 15 24 15 24 12 15 15 15 18 21 21 21 12 12 Cl> Q. a: ... - Cl> J!! Q. u 3: - 0 ii: 2.6 2.6 3 .5 4 .7 20 .3 5.4 20 .3 2 .3 3.9 4.6 6 .0 4 .8 12.6 16 .4 16.4 1.1 2.5 Cl> Q. 0 iii-c ;:: :8 ~ .g u.. 0 .0053 0 .0053 0.0096 0 .0053 0.0080 0.1004 0.3792 0.6569 0.5518 0 .2219 0.0070 0.2499 0.0080 0 .2219 0.0041 0 .3121 0.0036 0.2171 0.0050 0.8675 0.0086 0.1546 0.0021 0.2955 0 .0063 0.3578 0.0107 0 .3320 0.0107 0.3559 0.0009 0.1708 0.0049 0.5884 0 .63 310 .04 0 .63 309 .48 0.61 308 .20 0 .52 303.47 0.61 302 .92 0.84 303 .17 0.61 302 .92 0.55 313 .12 0.70 312.41 0.78 304.92 0.24 304 .05 0.71 313 .60 0.88 312.30 1.03 310.54 0.51 305.16 0.08 302.27 0 .14 302.69 309 .94 310 .23 310 .04 310.23 310 .04 309 .10 1--3-0-9 .-94-t----3 -09-.2~2-H--30~9-.9-4-l--3-0~9-.2-2 1 307 .54 1-....,,3..,..09.,-.""'1o+---..,3'"""'0""'1""'.1"131-""'3"'""09,.-.1"'"'0+--3'"""'0""'1""'. 7.,,..3 302 .92 307.54 303 .34 307.54 303.34 302 . 10 i -~2..,..99.,-.6~0~,_-~2~9..,..9 ~.1 "0" 9"-~3 ~02,.-.9~2c1---3~0~2~. 1~0· 302.92 301.55 301 .15 303.17 302 .92 302 .70 299.60 299 .19 302 .92 302 .70 312 .81 313 .81 312.91 313.81 312 .91 1-----1--------<•----1----' 312 .19 312 .81 312 .21 312 .81 312 .21 304.05 1--3-12-.-19_,_ __ 3_1_0_.4_611--3-12-.1-9_, __ 3_1_0_.4_6, 303 .90 1-~3~0~0 .~3 ~2 11--~2 ~99~.=81=11-~30~4,.-_0~5''--3~0~3~.9~0• 313.31 314 .81 313.39 314 .81 313 .39 1-----1--------<1---+----' 311.94 313 .31 311 .89 313 .31 311 .94 310.21 1-~3~1 -1 . ..,..9 -4 11--..,..3 -11-.~16'"'1--31-1~.9,.-4·•--3~1-1 -'.1~61 304.80 310 .21 309 .64 310 .21 309.64 302.10 309 .62 304.22 309.62 304 .22 302 .10 305.26 302 .26 305 .26 302 .26 OUTB .. c: ~ Cl GI I/) GI Q. ii: l-1Sa I 1-1Sb l-1Sb I 1-17 1-17 I 1-16 1-16 I 1-15 1-15 I OUTS OUTB·A 1-14 I 1-15 1-15 I OUTS OUT7 1-23 I 1-24 1-24 I 1-25 1-25 I 1-29 1-29 I OUT7 OUT6 1-15a I 1-26 1-26 I 1-27 1-27 I J-2 J-2 I OUT6 OUT9 1-7 I OUT9 OUT10 1-9 I OUT10 E' 8. e ·-"' D.. GI ..J = u.. !I) Q. ::> 309.60 309.31 30S.49 307.02 29S .99 300.71 29S .99 313.26 312.11 311.41 300.0S 314.10 312 .43 310.91 309.70 309 .41 30S .59 307 .12 302 .S2 29S .5S 300.31 29S .5S 312.36 311 .51 309.6S 299 .63 312 .6S 311 .01 310.13 309 .13 309.54 304 .14 305.12 302.12 g .c Ci c: GI ..J 19 .0 71 .6 6S.4 104 .S 27 .7 36 .0 27.7 75.3 59 .9 172 .0 1S.O 142.3 56 .9 31.2 33.4 1S0 .1 EXHIBIT 10.2 CRED-Apartment Community (Creek Side) 100-YEAR HYDRAULIC GRADE LINE CALCULATIONS 0 .0100 12 3 .S 0 .0113 0 .0101 12 3 .S 0 .0113 0 .0200 12 5 .0 0 .0196 0 .0401 15 6 .9 0 .0113 0.014S 24 29.5 0 .0169 0.0111 15 7 .S 0 .0145 0 .014S 24 29 .5 0 .0169 0.0120 12 3 .4 0 .0091 0 .0100 15 5 .7 0 .0077 0 .0101 15 6 .6 0 .0104 0.0250 15 S.7 0 .0180 0 .0100 1S 7 .0 0 .0044 0 .0250 21 1S .3 0 .0133 0.0250 21 23.S 0 .0224 0.0171 21 23 .S 0 .0224 0 .2145 O.S099 1.3407 1 .1S93 0 .46S5 0 .5213 0 .46S5 0.6S20 0.4636 1 .7S57 0.3251 0.62S5 0 .754S 0 .6992 0 .7495 .c Q. GI c~ -~ ..,_ E 0 z O.S9 O.S9 O.S1 0 .65 0 .7S 1.25 0 .7S 0 .72 0 .91 1.04 0 .30 O.S9 1.11 1.36 0 .65 310.42 310.11 309.01 304.36 303.17 303.69 303.17 313 .70 312.92 306 .01 304 .23 314 .17 313 .02 311 .05 305.55 0 .0300 12 1.6 0 .0020 0.3613 0.10 302.46 120.2 0.0250 12 3 .5 0 .0096 1.1533 0 .17 303.25 310.20 , __ 3_1_0 ._4_,9 , ___ 3_1 o_._30_ 11 __ 31_0_.4_9_,____3_1_0_.3--10 309 30 310.20 309.4S 310.20 309.4S 307 :67 f---'3--09--.--30'-l----3'-0-'-7-. 9-'-3!1---'-3--09'-.3--0+---3'-0--'-7-. 9-'-'3 303 .17 t--,3'""0=7 ."""6""7 1---,,-3-=--03=-.4-,7,,tl--,-30"'""7=-.6'"'7+---3.,-,0'""'3--.4=i7 302 .70 299 .77 299.36 303.17 302 .70 303.17 301 .96 301.56 303.69 303.17 302.70 1-...,2=9-=-9 .-=7""7 1---=2 =99=-.=35=1 1---=-30=3=-.1'""'7~--3=0=2'""'.7=-'o 313 .02 313.9S 313.0S 313.9S 313.0S 312.45t--,3--1-3 ."""0""'2 1---,,-3-,-12=-.4--2cll--o-3 --13--.0--2+---3=-1--2--.4-,,t5 304.23 312.45 310.72 312.45 310.72 303 . 90 1---3~0-o .-3 """'s ,_ __ 2 _99=-.-93-"--~30=-4--.2--3+----3-o--3--.9,..,..,o 313.54 314.99 313.57 314.99 313.57 312.27 313.54 312.12 313.54 312 .27 310 .351---3--1--2 .--2-7 11 ___ 3_11--.4--9-ll--3 ·1-2--.2-7 ~ 311.49 304.SO 310.35 309.7S 310.35 309.7S 302.10 309.64 304.24 309.64 304.24 302 .10 305.29 302.29 305.29 302 .29 EXHIBIT 12.1 HEC-HMS Drainage Basin Locations Description: Locations of HEC-HMS drainage basins for ORIGINAL conditions. ~. Offsite E3 (Wendys•) I DAE3 Study Po int 2 I DAE2 The CRED-Apartment Community Exhibit 12.1 EXHIBIT 12.2 HEC-HMS Drainage Basin Locations Description: Locations ofHEC-HMS drainage basins for EXISTING conditions* *(only Cottages developed) DevCottage•Undv Rmdr•UndvCRD G Undev CRED -Bypass Pond 2 Pond 2 (No rth) ~Olfsite•UndvCRED BypassPond1 l!°7+ Cottages•Undv CR ED11'1 , Cottages+Undv CR ED11'2 The CRED-Apartment Community Exhibit 12.2 EXHIBIT 12.3 HEC-HMS Drainage Basin Locations Description: Locations ofHEC-HMS drain age basi ns for PROPO SED conditions. (), Otrsi te E3 (Wendys +) (), Cottages + Undev Rmdr 3 ~DevC R ED3 Pond 1 (South) ~O trslt e + DevCRED Bypass 1 l!!;l+ Cott ages + Dev CRED 2 !!!!I+ Cottages + Dev CRED 1 The CRED-Ap a rtment Community Exhibit 12.3 EXHIBIT 13.1 HEC-HMS O r iginal Results Des cription: Re sults from HE C-HMS for ORIGINAL site co ndi tion s. 2-Year Storm Event Drainage Area Peak Discharge Volume Hydrologic Element (Ml 2 ) (CFS) Time of Peak (AC-FT) DA E3 0.1435 351.2 16Jan2015, 12 :0 3 16 .6 Offsite E3 (Wendy 's +) 0 .0228 56 .2 16Jan2015, 12 :03 2 .6 Study Point 3 0.1663 4 07.4 16Jan2015, 12 :03 19 .2 DA El 0 .0598 147.S 16Jan2015, 12 :03 6 .9 Study Point 1 0 .0598 147 .5 16Jan2015, 12 :03 6 .9 DA E2 0.0326 80 .4 16Jan2015, 12 :03 3 .8 Study Point 2 0.0326 80.4 16Jan2015, 12 :03 3 .8 White Creek 0 .2587 635 .3 16Jan2015, 12 :03 29 .9 5-Year Storm Event Drainage Area Peak Discharge Volume Hydrologic Element (Ml 2 ) (CFS) Time of Peak (AC-FT) DA E3 0 .1435 510.4 16Jan2015, 12 :03 30.1 Offsite E3 (Wendy 's+) 0 .0228 81.4 16Jan2015, 12 :03 4 .8 Study Point 3 0.1663 591 .8 16Jan2015, 12 :03 34.9 DA El 0.0598 213 .5 16Jan2015, 12 :03 12 .6 Study Point 1 0 .0598 213 .5 16Jan2015, 12 :03 12.6 DA E2 0 .0326 116.4 16Jan2015, 12 :03 6.8 Study Point 2 0 .0326 116.4 16Jan2015, 12 :03 6 .8 White Creek 0 .2587 92 1 .8 16Jan2015, 12:03 54 .3 10-Vear Storm Event Drainage Area Peak Discharge Volume Hydrologic Element (Ml 2) (CFS) Time of Peak (AC-FT) DA E3 0 .1435 605 .7 16Jan2015, 12 :03 40.6 Offsite E3 (Wendy 's +) 0 .0228 96 .5 16Jan2015, 12 :03 6 .5 Study Point 3 0.1663 702 .2 16Jan2015, 12 :03 47 .1 DA El 0 .0598 253 .1 16Jan2015, 12 :03 1 6 .9 Study Point 1 0 .0598 253 .1 16Jan2015, 12 :0 3 16.9 DA E2 0 .0326 138 16Jan2015, 12 :0 3 9 .2 Study Point 2 0 .0326 138 16Jan2015, 12 :03 9 .2 White Creek 0 .2587 1093.3 16Jan2015, 12 :0 3 73 .3 Th e CR ED -Ap artm e nt Community Ex hibit 13 .1 Hydrologic Element DA E3 Offsite E3 (Wendy 's +) Study Point 3 DA El Study Point 1 DA E2 Study Point 2 White Creek Hydrologic Element DA E3 Offsite E3 (Wendy 's +) Study Point 3 DA El Study Point 1 DA E2 Study Point 2 White Creek Hydrologic Element DA E3 Offsite E3 (Wendy 's +) Study Point 3 DA El Study Point 1 DA E2 Study Point 2 White Creek EXHIBIT 13.1 HEC-HMS Original Results 25-Year Storm Event Drainage Area Peak Discharge {Ml 2 ) {CFS) Time of Peak 0.1435 728 .6 16Jan2015, 12 :03 0 .0228 116.1 16Jan2015, 12:03 0.1663 844 .7 16Jan2015, 12 :03 0 .0598 304.4 16Jan2015, 12 :03 0 .0598 304.4 16Jan2015, 12 :03 0 .0326 166 16Jan2015, 12 :03 0 .0326 166 16Jan2015, 12 :03 0 .2587 1315 .1 16Jan2015, 12 :03 SO-Year Storm Event Drainage Area Peak Discharge {Ml 2 ) {CFS) Time of Peak 0.1435 795 .6 16Jan2015, 12:03 0 .0228 1 26 .7 16Jan2015, 12 :03 0.1663 922 .3 16Jan2015, 12:03 0.0598 332 .2 16Jan2015, 12 :03 0.0598 332 .2 16Jan2015, 12 :03 0 .0326 181.1 16Jan2015, 12:03 0 .0326 181.1 16Jan2015, 12:03 0.2587 1435 .6 16Jan2015, 12 :03 100-Vear Storm Event Drainage Area Peak Discharge {Ml 2 ) {CFS) Time of Peak 0 .1435 901.7 16Jan2015, 12 :03 0 .0228 143 .5 16Jan2015, 12:03 0 .1663 1045 .2 16Jan2015, 12 :03 0 .0598 376.4 16Jan2015, 12 :03 0 .0598 376 .4 16Jan2015, 12 :03 0 .0326 205.2 16Jan2015, 12 :03 0.0326 205 .2 16Jan2015, 12 :03 0 .2587 1626 .8 16Jan2015, 12 :03 The CR ED -Ap a rtment Community Volume (AC-FT) 47 .8 7.6 55 .3 19 .9 19 .9 10.8 10.8 86 .1 Volume (AC-FT) 57 .6 9.2 66.8 24 24 13 .1 13.1 103 .9 Volume (AC-FT) 66.9 10.6 77.5 27 .9 27.9 15 .2 15 .2 120.5 Exhibit 13 .1 EXHIBIT 13.2 HEC-HMS Existing Results Des cription: Results from HEC -HMS for EXISTING site conditions* * (Only Cottages Developed) 2-Year Storm Event Drainage Peak Discharge Hydrologic Element Area (Ml 2 ) (CFS) Time of Peak Dev Cottage+ Undev Remainder + Undev CRED 0.1186 297 16Jan2015, 12 :03 Offsite E3 (Wendys+) 0.0228 56.2 16Jan2015, 12:03 Study Point 3 0 .1414 353.3 16Jan2015, 12:03 Cottages+ Undev CRED #1 0 .0651 183.6 16Jan2015, 12:03 Pond 1 (South) 0.0651 46.8 16Jan2015, 12:16 Offsite + Undev CRED Bypass Pond 1 0 .011 27 .1 16Jan2015, 12 :03 Study Point 1 0 .0761 69 .7 16Jan2015, 12 :03 Cottages+ Undev CRED#2 0 .0375 114.3 16Jan2015, 12:03 Pond 2 (North) 0 .0375 50.7 16Jan2015, 12:08 Undev CRED Bypass Pond 2 0 .0038 9.4 16Jan2015, 12 :0 3 Study Point 2 0 .0413 58 16Jan2015, 12 :03 White Creek 0.2588 480.9 16Jan2015, 12:03 5-Vear Storm Event Drainage Peak Discharge Hydrologic Element Area (Ml 2 ) (CFS) Time of Peak Dev Cottage + Undev Remainder + Undev CRED 0 .1186 427 .1 16Jan2015, 12:03 Offsite E3 (Wendys+) 0 .0228 81.4 16Jan2015, 12:03 Study Point 3 0 .1414 508 .5 16Jan2015, 12 :03 Cottages+ Undev CRED #1 0 .0651 250 .3 16Jan2015, 12 :03 Pond 1 (South) 0 .0651 54 .5 16Jan2015, 12:20 Offsite + Undev CRED Bypass Pond 1 0.011 39.3 16Jan2015, 12 :03 Study Point 1 0.0761 88 .4 16Jan2015, 12:03 Cottages + Undev CRED#2 0 .0375 150.8 16Jan2015, 12:03 Pond 2 (North) 0 .0375 55 .7 16Jan2015, 12:12 Undev CRED Bypass Pond 2 0 .0038 13.6 16Jan2015, 12:03 Study Point 2 0 .0413 66 .7 16Jan2015, 12 :0 3 White Creek 0 .2588 663 .6 16Jan2015, 12:03 Volume (AC-FT) 14.2 2 .6 16 .9 9.5 9 .5 1 .3 10 .7 6.2 6 .2 0 .4 6 .6 34.2 Volume (AC-FT) 25.5 4 .8 30.3 15 .9 15.9 2 .3 18.2 9 .9 9 .9 0 .8 10.7 59.2 The CRED -Ap artment Community Ex hibit 1 3.2 EXHIBIT 13.2 HEC-HMS Existing Results 10-Year Storm Event Drainage Peak Discharge Hydrologic Element Area (Ml 2 ) (CFS) Dev Cottage+ Undev Remainder + Undev CRED 0 .1186 505 Offsite E3 (Wendys+) 0.0228 96 .5 Study Point 3 0 .1414 601.5 Cottages+ Undev CRED #1 0 .0651 290 .5 Pond 1 (South) 0 .0651 58 .8 Offsite + Undev CRED Bypass Pond 1 0.011 46 .6 Study Point 1 0 .0761 99.4 Cottages+ Undev CRED#2 0 .0375 172 .9 Pond 2 (North) 0 .0375 58.4 Undev CRED Bypass Pond 2 0 .0038 16 .1 Study Point 2 0 .0413 71.6 White Creek 0.2588 772 .5 25-Year Storm Event Drainage Peak Discharge Hydrologic Element Area (Ml 2 ) (CFS) Dev Cottage+ Undev Remainder + Undev CRED 0 .1186 606 .6 Offsite E3 (Wendys+) 0 .0228 116.l Study Point 3 0 .1414 722 .7 Cottages+ Undev CRED #1 0.0651 346 Pond 1 (South) 0 .0651 63 .2 Offsite + Undev CRED Bypass Pond 1 0.011 56 Study Point 1 0.0761 112 .9 Cottages+ Undev CRED#2 0 .0375 204 .7 Pond 2 (North) 0.0375 63 .9 Undev CRED Bypass Pond 2 0 .0038 19.3 Study Point 2 0 .0413 77 .4 White Creek 0 .2588 913 The CRED -Ap artme nt Community Volume Time of Peak (AC-FT) 16Jan2015, 12 :03 34 .2 16Jan2015, 12 :03 6.5 16Jan2015, 12 :03 40.7 16Jan2015, 12 :03 20 .7 16Jan2015, 12 :24 20 .7 16Jan2015, 12:03 3.1 16Jan2015, 12:03 23 .8 16Jan2015, 12:03 12 .8 16Jan2015, 12 :1 5 12 .8 16Jan2015, 12 :03 1.1 16Jan2015, 12:03 13 .9 16Jan2015, 12 :03 78.4 Volume Time of Peak (AC-FT) 16Jan2015, 12 :03 40.1 16Jan2015, 12:03 7 .6 16Jan2015, 12 :03 47 .7 16Jan2015, 12:03 24 16Jan2015, 12:30 24 16Jan2015, 12 :03 3.7 16Jan2015, 12:03 27 .7 16Jan2015, 12 :03 14.7 16Jan2015, 12:16 14.7 16Jan2015, 12 :03 1.3 16Jan2015, 12 :03 16 16Jan2015, 12:03 91.3 Exhibit 13 .2 EXHIBIT 13.2 HEC-HMS Ex isting Results SO-Vear Storm Event Drainage Peak Discharge Hydrologic Element Area (Ml 2 } (CFS} Dev Cottage+ Undev Remainder + Undev CRED 0 .1186 661.4 Offsite E3 (Wendys+) 0 .0228 126.7 Study Point 3 0 .1414 788 Cottages+ Undev CRED #1 0.0651 374 .2 Pond 1 (South) 0.0651 65 .9 Offsite + Undev CRED Bypass Pond 1 0 .011 61.1 Study Point 1 0 .0761 120.7 Cottages+ Undev CRED#2 0 .0375 220 .3 Pond 2 (North) 0 .0375 70 .7 Undev CRED Bypass Pond 2 0 .0038 21 .1 Study Point 2 0 .0413 80 .8 White Creek 0 .2588 989 .6 100-Vear Storm Event Drainage Peak Discharge Hydrologic Element Area (M1 2 } (CFS} Dev Cottage+ Undev Remainder + Undev CRED 0 .1186 748.8 Offsite E3 (Wendys+) 0 .0228 143 .5 Study Point 3 0 .1414 892.3 Cottages+ Undev CRED #1 0 .0651 421.4 Pond 1 (South) 0 .0651 68.5 Offs ite + Undev CRED Bypass Pond 1 0 .011 69 .2 Study Point 1 0 .0761 131.3 Cottages+ Undev CRED#2 0 .0375 247 .1 Pond 2 (North) 0 .0375 78 .7 Undev CRED Bypass Pond 2 0.0038 23 .9 Study Point 2 0 .0413 88 .2 White Creek 0 .2588 1111 .4 The CRED -Ap a rtment Community Volume Time of Peak (AC -FT} 16Jan2015, 12 :03 48 .3 16Jan2015, 12:03 9 .2 16Jan2015, 12:03 57.4 16Jan2015, 12 :03 28.5 16Jan2015, 12 :31 28.5 16Jan2015, 12 :03 4.4 16Jan2015, 12:03 33 16Jan2015, 12 :03 17 .3 16Jan2015, 12 :16 17.3 16Jan2015, 12 :03 1.5 16Jan2015, 12 :03 18 .9 16Jan2015, 12 :03 109 .2 Volume Time of Peak (AC-FT} 16Jan2015, 12 :03 55 .9 16Jan2015, 12 :03 10.6 16Jan2015, 12 :03 66.5 16Jan2015, 12 :03 32.8 16Jan2015, 12 :3 1 32 .8 16Jan2015, 12 :03 5 .1 16Jan2015, 12 :03 37.9 16Jan2015, 12 :03 19 .8 16Jan2015, 12 :16 19.8 16Jan2015, 12 :03 1.8 1 6Jan2015 , 12 :15 21.6 16Jan2015, 12:03 126 Exhibit 13.2 EXHIBIT 13.3 HEC-HMS Proposed Results Description: Res ults fro m HE C-HM S for PROPO SED site condi tions * *(Cottages+ CRED Developed) 2-Year Storm Event Drainage Area Peak Discharge Hydrologic Element (Ml 2 ) (CFS) Time of Peak Cottages+ Undev Remainder 3 0 .1082 271 16Jan2015, 12:03 Offsite E3 (Wendys +) 0 .0228 56 .2 16Jan2015, 12 :03 Dev CRED 3 0 .0091 30.2 16Jan2015, 12 :03 Study Point 3 0 .1401 357.4 16Jan2015, 12 :03 Cottages+ Dev CRED 1 0.0684 198.3 16Jan2015, 12 :03 Pond 1 (South) 0 .0684 48 .3 16Jan2015, 12 :16 Offsite + Dev CRED Bypass 1 0.0091 22 .4 16Jan2015, 12 :03 Study Point 1 0.0775 66 .3 16Jan2015, 12:03 Cottages + Dev CRED 2 0.0391 126 16Jan2015, 12 :03 Pond 2 (North) 0 .0391 52.3 16Jan2015, 12:09 Dev CRED Bypass 2 0 .0021 5 .2 16Jan2015, 12 :03 Study Point 2 0.0412 55.5 16Jan2015, 12:05 White Creek 0 .2588 479 .1 16Jan2015, 12:03 5-Year Storm Event Drainage Area Peak Discharge Hydrologic Element (Ml 2 ) (CFS) Time of Peak Cottages+ Undev Remainder 3 0.1082 389.6 16Jan2015, 12 :03 Offsite E3 (Wendys +) 0 .0228 81.4 16Jan2015, 12 :03 Dev CRED 3 0.0091 38.5 16Jan2015, 12 :03 Study Point 3 0.1401 509 .5 16Jan2015, 12 :03 Cottages + Dev CRED 1 0 .0684 267.1 16Jan2015, 12 :03 Pond 1 (South) 0 .0684 56 16Jan2015, 12 :21 Offsite + Dev CRED Bypass 1 0 .0091 32 .5 16Jan2015, 12 :03 Study Point 1 0 .0775 83 16Jan2015, 12 :03 Cottages+ Dev CRED 2 0 .0391 162 .4 16Jan2015, 12 :03 Pond 2 (North) 0 .0391 57 16Jan2015, 12:14 Dev CRED Bypass 2 0 .0021 7 .5 16Jan2015, 12 :03 Study Point 2 0.0412 61.8 16Jan2015, 12 :03 White Creek 0 .2588 654.3 16Jan2015, 12:03 Volume (AC-FT) 13 2 .6 1.7 17.3 10.4 10.4 1.1 11.5 7 7 0.2 7 .3 36 Volume (AC-FT) 23 .3 4 .8 2 .6 30.7 17 .2 17 .2 1.9 19.1 11 11 0.4 11.4 61.2 The CRED -Ap artment Community Ex hibit 1 3 .3 EXHIBIT 13.3 HEC-HMS Proposed Results 10-Vear Storm Event Drainage Area Peak Discharge Hydrologic Element (M1 2 ) (CFS) Cottages+ Undev Remainder 3 0 .1082 460 .7 Offsite E3 (Wendys +) 0.0228 96.5 Dev CRED 3 0.0091 43 .5 Study Point 3 0 .1401 600 .7 Cottages + Dev CRED 1 0.0684 308 .7 Pond 1 (South) 0.0684 60 .2 Offsite +Dev CRED Bypass 1 0 .0091 38.5 Study Point 1 0 .0775 92 .7 Cottages + Dev CRED 2 0 .0391 184.6 Pond 2 (North) 0 .0391 59.6 Dev CRED Bypass 2 0 .0021 8.9 Study Point 2 0.0412 65.6 White Creek 0 .2588 759 25-Vear Storm Event Drainage Area Peak Discharge Hydrologic Element (Ml 2 ) (CFS) Cottages+ Undev Remainder 3 0 .1082 553.4 Offsite E3 (Wendys +) 0 .0228 116 .1 Dev CRED 3 0.0091 51.2 Study Point 3 0 .1401 720.7 Cottages + Dev CRED 1 0 .0684 367 Pond 1 (South) 0.0684 64 .6 Offsite +Dev CRED Bypass 1 0 .0091 46.3 Study Point 1 0.0775 104.6 Cottages + Dev CRED 2 0 .0391 217 .7 Pond 2 (North) 0.0391 68 .1 Dev CRED Bypass 2 0.0021 10.7 Study Point 2 0 .0412 72 .1 White Creek 0.2588 895 .1 The CRED -Ap a rtment Community Volume Time of Peak (AC-FT) 16Jan2015, 12:03 31 .2 16Jan2015, 12 :03 6.5 16Jan2015, 12 :03 3 .3 16Jan2015, 12 :03 41 16Jan2015, 12 :03 22.3 16Jan2015, 12 :26 22 .3 16Jan2015, 12:03 2 .6 16Jan2015, 12 :03 24 .9 16Jan2015, 12 :03 14 16Jan2015, 12 :15 14 16Jan2015, 12 :03 0 .6 16Jan2015, 12 :03 14.6 16Jan2015, 12 :03 80 .5 Volume Time of Peak (AC-FT) 16Jan2015, 12 :03 36.6 16Jan2015, 12 :03 7.6 16Jan2015, 12 :03 3.8 16Jan2015, 12 :03 48 16Jan2015, 12:03 25 .8 16Jan2015, 12 :30 25 .8 16Jan2015, 12 :03 3 16Jan2015, 12 :03 28 .8 16Jan2015, 12 :03 16 16Jan2015, 12 :16 16 16Jan2015, 12 :03 0 .7 16Jan2015, 12 :15 16 .7 16Jan2015, 12 :03 93.S Ex hibit 1 3.3 EXHIBIT 13.3 HEC-HMS Proposed Results SO-Year Storm Event Drainage Area Peak Discharge Hydrologic Element (Ml 2 ) (CFS) Cottages+ Undev Remainder 3 0 .1082 603.4 Offsite E3 (Wendys +) 0 .0228 126 .7 Dev CRED 3 0 .0091 54 .8 Study Point 3 0 .1401 784 .8 Cottages + Dev CRED 1 0.0684 396.2 Pond 1 (South) 0.0684 67 .2 Offsite + Dev CRED Bypass 1 0 .0091 50.6 Study Point 1 0 .0775 111.4 Cottages + Dev CRED 2 0 .0391 233.3 Pond 2 (North) 0 .0391 75 Dev CRED Bypass 2 0.0021 11 .7 Study Point 2 0.0412 79.6 White Creek 0.2588 968 .9 100-Year Storm Event Drainage Area Peak Discharge Hydrologic Element (Ml 2 ) (CFS) Cottages+ Undev Remainder 3 0 .1082 683.1 Offsite E3 (Wendys +) 0 .0228 143.5 Dev CRED 3 0 .0091 61.2 Study Point 3 0 .1401 887 .8 Cottages + Dev CRED 1 0 .0684 445.5 Pond 1 (South) 0 .0684 69.8 Offsite + Dev CRED Bypass 1 0 .0091 57.3 Study Point 1 0 .0775 120.6 Cottages + Dev CRED 2 0 .0391 261.1 Pond 2 (North) 0 .0391 86.6 Dev CRED Bypass 2 0 .0021 13.2 Study Point 2 0 .0412 91.7 Wh ite Creek 0 .2588 1089 .5 The CRED -Ap a rtment Community Volume Time of Peak (AC-FT) 16Jan2015, 12:03 44 16Jan2015, 12:03 9 .2 16Jan2015, 12:03 4.5 16Jan2015, 12 :03 57 .6 16Jan2015, 12 :03 30 .6 16Jan2015, 12 :31 30 .6 16Jan2015, 12:03 3.7 16Jan2015, 12:03 34.2 16Jan2015, 12:03 18 .8 16Jan2015, 12:16 18 .8 16Jan2015, 12 :03 0 .8 16Jan2015, 12 :15 19 .6 16Jan2015, 12 :03 111.5 Volume Time of Peak (AC-FT) 16Jan2015, 12:03 51 16Jan2015, 12:03 10 .6 16Jan2015, 12:03 5 .1 16Jan2015, 12:03 66 .7 16Jan2015, 12 :03 35 16Jan2015, 12 :32 35 16Jan2015, 12 :03 4.2 16Jan2015, 12 :03 39 .3 16Jan201 5, 12 :03 21.4 16Jan2015, 12:16 21.4 16Jan2015, 12:03 1 16Jan2015, 12 :15 22 .3 16Jan2015, 12 :03 128 .3 Ex hibit 13.3 EXHIBIT 14.1 HEC-HMS Study Point-1 Hydrographs Description: HEC -HMS Study Point-1 hydrograph for 2-year storm event for original, exist i ng , and proposed conditions . 140 120 ---------------- ----1--------------- 100 -+-- t 60 40 20 --- 03:00 06:00 09:00 12:00 15:00 18:00 21:00 00:01 16Jan2015 I F STUDY POINT 1 RUN :EXISTillG coNDmONs 2 YR FLOW -STUDY POINT 1 RUN:ORIGINAL CONDmONS 2 YR FLOW -STUOY POINT 1 RUN :PROPO SED CONDmDNS 2 YR FLOW The CR ED -Apa rt ment Comp lex Exhi b it 14 .1 EXHIBIT 14.1 HEC-HMS Study Point-1 Hydrographs Description: HEC -HMS Study Point-1 hydrograph for 5-year storm event for original , existing, and proposed conditions . 200 ------------- 150 . ~ 100 - 50 o~==========:=~~~~~~--=~~~~~~~~~ 00 :00 03 :00 06:00 09:00 12:00 15:00 18:00 21:00 00 :01 I 16Jan2015 I -STUDY POINT 1 RUN:EXISTING CONDITIONS 5 YR FLOW -STUDY POINT 1 RUN:ORIGINAL CONDmONS 5 YR FLOW -STUDY POINT 1 RUll:PROPO SED CONDmONS 5 YR FLOW The CR ED -Ap artmen t Com p lex Exhi bi t 14.1 '> '' ~" "' ' • , • ' , • "-' '••• 'I"\~ .-~ ~' 0 " ~ • • • • • • " " •~ '' • ' • '''-' , , •"It.. to • ' ~ • ~j; ~~ • ~ • ·~I, EXHIBIT 14.1 HEC-HMS Study Point-1 Hydrographs Description: HEC-HMS Study Point-1 hydrograph for 10-year storm event for original, existing, and proposed conditions. 250 200 ~ 150 ~ u: 100 50 + --+---·····------···· 01=================:;==:====:===:==:::;:::==:::::::~~~~~==~~~~~~~~~~~===~d 00:00 03 :00 06 :00 09:00 12:00 15:00 18:00 21:00 00:01 I 16Jan2015 I F STUDY POINT , RUN :EXJSTING cDNDmoNs 10 YR FLOW -STUDY POINT 1 RUN: ORIG INAL CONO!TIONS 10 YR FLOW -STUDY POINT 1 RUN: PROPOSED CONOmONS 10 YR FLOW The CRED -Apartm e nt Complex Exhi bit 14.1 EXHIBIT 14.1 HEC-HMS Study Point-1 Hydrographs Description: HEC-HMS Study Point-1 hydrog r aph for 25 -year storm event for original , existing, and proposed conditions. 200 t 150 100 50 t o L-~~~=>=~~~~=;::==:====:=~:::=;:==::=:::::=_~~~~--===~~~~~::::::::::::::====:::=========' 00:00 03:00 06:00 09:00 12:00 15:00 18:00 21 :00 00:01 I 16Jan2015 I F STUDY PO INT 1 RUN :El<JSTING CONDlllONS 25 YR FLOW -STUDY POINT 1 RUN:ORIGINAL CONDITIONS 25 YR FLOW -STUDY PONT 1 RUN:PROPOSED COt-OTIONS 25 YR FLOW The CRED -Apartment Comple x Exhibit 14.1 EXHIBIT 14.1 HEC-HMS Study Point-1 Hydrographs Description: HEC -HMS Study Point-1 hydrograph for SO -year storm event for original, existing, and proposed conditions . 300 250 .\. 200 -·----~------+------t---------------:---------------------+ ----·- 150 f== STUOY POINT 1 RUN:EXJSllNG COl\OfllONS 50 YR FLOW -STUDY POINT 1 RUN:ORIGINAL COll()mONS 50 YR FLOW -STUDY POINT 1 RUN:PROPOSED CONDmONS 50 YR FLOW The CRED -Apartment Comple x Exh ibit 14.1 EXHIBIT 14.1 HEC-HMS Study Point-1 Hydrographs Description: HEC-HMS Study Point-1 hydrograph for 100-year storm event for original , existing, and proposed conditions. 00:00 03'00 06:00 09:00 12.00 15:00 18:00 21:00 00:() I 16Jan2015 I I-SWDY POl'IT 1 RU-I: EXISTING CONOTIONS.100 YR FLO;V -S1UCJYPOl'IT 1 RUN:ORIGINALCONOITIONS-lOOYRFLO;V -SlUDY PotNT 1 RU-I: PROPOSED CONOITlONS 1 OOYR FL0\111 The CRED -Apartment Comple x Exh ib it 14.1 EXHIBIT 14.2 HEC-HMS Study Point-2 Hydrographs Description: HEC -HMS Study Point-2 hydrog r aph for 2-year storm event for original , existing , and proposed conditions . 80 70 60 50 L -~ LL 40 30 20 ·I-- 10 01=======~=========~======:=======+===~::-:::::::::::=___.....--~-=====:===.:======~=======~~=====-~~=-~. 00:00 03:00 06 :00 09:00 12:00 15:00 18:00 21:00 00:01 I 16Jan20 15 I -SlUDY POINT 2 RUN:EXISTING CONOmONS 2 YR FLOW -sn.ov POINT 2 RUN:ORIGINAL CONDmONS 2 YR FLOW -SlUDY POINT 2 RUN:PROPOSED CONDmONS 2 YR FLOW The CRED -Apartment Complex Exhibit 14.2 EXHIBIT 14.2 HEC-HMS Study Point-2 Hydrographs Description: HEC-HMS Study Point-2 hydrograph for 5-year storm event for original, existing, and proposed conditions . 100 80 ~ 60 ~ LL 40 20 ------ 03:00 F STUDY POINT 2 RUN:EXISTING CONDITIONS 5 YR FLOW The CRED -Apartment Comple x ----t- 06:00 J -+ 09:00 12:00 15:00 18:00 21:00 16Jan2015 -STUDY POINT 2 RUN:ORIGINAL CONDITIONS 5 YR FLOW -STU DY PO INT 2 RUN:PROPOS ED COND m ONS 5 YR FLOW Exhibit 14.2 EXHIBIT 14.2 HEC-HMS Study Point-2 Hydrographs Description: HEC -HMS Study Po i nt-2 hydrograph for 10-year sto r m event for original , existing, and proposed conditions . 120 100 80 + 60 40 20 03:00 06:00 F STUDY POINT 2 RUN :EXISTING coNDmoNs 10 YR FLOW The CRED -Apartment Comp lex 09:00 12:00 16Jan2015 -STUDY PONT 2 RUN: ORIGINAL CONOOlONS 10 YR FLOW ·-+- 15:00 18:00 21 :00 00:01 I -STUDY POINT 2 RUN: PROPOSED CONDITIONS 10 YR FLOW Ex hib it 14.2 EXHIBIT 14.2 HEC-HMS Study Point-2 Hydrographs Description: HEC -HMS Study Point-2 hydrograph for 25-year storm event for original , existing, and proposed conditions. ~ ~ 160 140 .. 120 100 + u. 80 60 40 20 o .L....-==~=""""'"=""======~~===~===::=::.~ 00 :00 03 :00 06 :00 09 :00 I ..+------ - -----,,.._ ' ' ' 12:00 15:00 18:00 16Jan2015 ' 21 :00 F sruov POINT 2 RUN:EXISTING coNomoNs 2s YR FLOW -SnJDY POINT 2 RUN :ORIGINAL CONDITIONS 25 YR FLOW -SnJDY POINT 2 RUN:PROPOSED CONDmONS 25 YR FLOW The CRED -Apa rtment Comple x Ex hibit 14.2 ., 00:() I EXHIBIT 14.2 HEC-HMS Study Point-2 Hydrographs Description: HEC-HMS Study Point-2 hydrograph for SO-year storm event for original, existing, and proposed conditions . 180 160 140 -+ 120 ... 80 . 60 40 ' -----+ +--- 20 00:00 03:00 06:00 09 :00 12:00 15:00 18:00 21:00 00:01 I 16Jan 2015 I F snJOY POINT 2 RUN:EXISTING coNOmoNs so YR FLOW -STUDY POINT 2 RUN:ORIGINAL CONOITlONS 50 YR FLOW -STUDY POINT 2 RUN:PROPOSED CONDmONS 50 YR FLOW The CRED -Apartment Comple x Exhibit 14 .2 EXHIBIT 14.2 HEC-HMS Study Point-2 Hydrographs Description: HEC -HMS Study Point-2 hydrograph fo r 100-year storm event for origina l, exist i ng, and proposed conditions. 200 - + 150 I-SlUDY POINT 2 RUN:ElOSTING CONDTIONS. \ 00 YR FLOW -SlUOY POINT 2 RUN: ORIGINAL CONDIT\ONS -100 YR FLOW -SlUDY POINT 2 RUN:PROPOSED CONDITIONS 100YR FLOW I The CR ED -Apartment Comp lex Ex hib it 14.2 EXHIBIT 14.3 HEC-HMS Study Point-3 Hydrographs Description: HEC-HMS Study Point-3 hydrograph for 2-year storm event for original, existing, and proposed conditions. 400 350 300 250 --+- ! CL 200 150 100 F STUDY POINT 3 RUN:EXISilNG CONOOlONS 2 YR FLOW -STUDY POWT 3 R~:ORIGIW>L CONOITIONS 2 YR FLOW -STUDY POINT 3 RUN :PROPOSED CONOITIONS 2 YR FLOW The CRED -Apartment Complex Exhibit 14.3 EXHIBIT 14.3 HEC-HMS Study Point-3 Hydrographs Description: HEC -HMS Study Point-3 hydrograph for 5-year storm event for original , existing, and proposed conditions. 500 400 - ~300 - ~ u. 200 F STUJY POINT 3 RUN:E>OSTING COfOTIONS 5 YR FLOW The CRED -Apartment Complex -S"TUOY POINT 3 RUN: ORIGINAL CONOITlONS 5 YR FLOW -STUDY POINT 3 RUN:PROPOSED CONDITIONS 5 YR FLOW Exhibit 14.3 EXHIBIT 14.3 HEC-HMS Study Point-3 Hydrographs Description: HEC-HMS Study Point-3 hydrograph for 10-year storm event for original , existing, and proposed conditions . 600 500 t 300 200 100 00:00 03:00 06:00 09:00 12:00 15:00 18:00 21:00 00:()1 F STUDY POINT 3 RUN:ElOSTING coNDmoNs 1 o YR FLOW I I 16Jan2015 -STUDY POINT 3 RUN: ORIGINAL CONDmONS 10 YR FLOW -STUDY POINT 3 RUN.PROPOSED CONDmONS 10 YR FLOW The CRED -Apartment Complex Exhibit 14.3 EXHIBIT 14.3 HEC-HMS Study Point-3 Hydrographs Description: HEC -HMS Study Po i nt-3 hydrograph for 25-year storm event for original, existing, and proposed conditions . ~ ~ 800 700 600 500 - LL 400 300 200 100 03:00 F sruoY POINT 3 RUN:EXJSTING coNDmoNS 25 YR FLCMI The CRED -Apartment Comple x 06:00 09:00 12·00 15:00 18:00 21:00 16Jan2015 -STU DY POINT 3 RUN:ORIGINAL CONOmoNS 25 YR FLOW -STUDY POINT 3 RUN :PROPOSED CONDmONS 25 YR FLOW 00:() I Exh ib it 14 .3 EXHIBIT 14.3 HEC-HMS Study Point-3 Hydrographs Description: HEC-HMS Study Po i nt-3 hydrograph for SO -year storm event for orig i nal , exi st i ng , and proposed conditions . 1,000 900 800 - 700 600 ~ 500 ~ 400 300 200 - 100 0 0000 03 :00 0600 09-00 12:00 15:00 18:00 21:00 00-(Jl I 16Jan2015 I F STUDY POINT 3 RUN:El<JSTING COi'OTIONS 50 YR FLOW -STUOY POINT 3 RUN:ORIGINAL CONDITIONS 50 YR FLOW -STUDY POINT 3 RUN:PROPOSEO CONOmONS 50 YR FLOW The CRED -Apartment Complex Ex hibit 14.3 EXHIBIT 14.3 HEC-HMS Study Point-3 Hydrographs Description: HEC-HMS Study Point-3 hydrograph for 100-yea r storm event for original, existing, and proposed conditions. 1.000 800 ~ 600 ~ LL 400 .L I-STUDY POIITT 3 RUN'EXISTl'G CONDTIONS.100 YR FLOW -STUOY PONT 3 R\NORIGINAL CONDITIONS -100 YR FLOW -STUOY POINT 3 RUN:PROPOSED CQllOITIONS 100YR FLOW The CRED -Apartment Comple x Exhibit 14.3