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HomeMy WebLinkAbout34 Development Permit 595 Joe's Crab SHackTHIS FORM REPLACES PREVIOUS FORM 3510-6 (8-98) Form Approved. OMS No. 2040-0 188 S ee Reverse for Instructions &EPA United States Environmental Protection Agency NP DES Washington, DC 20460 FORM Notice of Intent (NOi) for Storm W ater Discharges Associated with C O NSTRUCTION ACTIVITY Under a NPD ES General Permit Submission of this Notice of Intent constitutes notice that the party identified in Section I of this form intend~ to be authorized by a NPDES permit issued for storm water discharges associated with construction activity in the State/Indian Country Land identified in Section II of this form . Submission of this Notice of Intent also constitutes notice that the party identified in Section I of this form meets the eligibility requirements in Part 1.8 . of the general permit (induding those related to protection of endangered species determined through the procedures in Addendum A of the general permit), understands that continued authorization to discharge is contingent on maintaining permit eligibility, and that implementation of the Storm Water Pollution Prevention Plan required under Part IV of the general permit will begin at the time the permittee commences work on the construction project identified in Secion II below. INORDERTO OBTAIN AUTHORIZATION, ALL INFORMATION REQUESTED MUST BE INCL UDED ON THIS FORM. SEE INSTRUCTIONS ON BACK OF FORM . I. Owner/Operator (App licant) lnfonnation Name: 1D1P...1\11I1D1 151C.1ti..1M1P...1 ~I D101 I I I I I I I I I I I I I I I Phone : 14101<31l1l1917121°191 Address: 1111.111 1f 1M1 121811181 Status of [El I I I I I I I I I I I I I I I I I I I I I Owner/Operator: City: 1ei1\\IY1 A IN I I I I I I I I I I I I I I I I I I State: IT 1'l< I Zip Code : ll 1l 1S101'51-1 I I I I II. Project/Site Information Is the facility located on Indian Country Lands? Project Name: 1\-\1E.1N1T1D1N1-1l1I1N1C.101L1N1 1S1\)1~1D1I1\11I151 I 1Cl 1N1 I I I I Yes 0 No IZI Project Address/Location : 11.111Cl1DIF1T I 1N1 I \ 1N if I • 101F I 1E1·1T1A1R1R.1C1V-l1 I 1F1H1!ti1C1 I~ I I City : iC:.1C IL 1L 1E.1G 1E.1 1'51T1A1T1I101N1 I I I I I I I I State :~ ZipCode: ll 1l 1B141Cl1-1 I I I I Latitude: I~ 101'?i1<0 I I I lol Longitude : I 0191~l l 1~l '51'5I County: 1ei1 R1A.121 D1'51 I I I I I I I I I I I I I Has the Storm Water Pollution Prevention Plan (SWPPP) been prepared? Yes 'igJ NoO Optional: Address of location of D Address in Section I above SWPPP for viewing 0 Address in Section II above 0 Other address (if known) below : SWPPP Phone : Address: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I City: I I I I I I I I I I I I I I I I I I I I I I I State: LLJ · Zip Code : I I I I I 1-1 I I I I Name of Receiving Water: 1B1~1R1T 1CJ1N1 iC-1~1E1E1K1 I I I I I I I I i I I I I\ 12101'51 \I~ I~ I~ I l~I~ I ~1S 12.1C 1C 101 Based on instruction provided in Addendum A of the permit, are Month Day 'lttar Month Day 'ltlar there any listed endangered or threatened species, or designated Estimated Construction Start Date Estimated Completion Date attical habitat in the project area? Estimate of area to be disturbed (to nearest acre): I I I I 111~1 YesO No~ Estimate of Likelihood of Discharge (choose only one): I have satisfied permit eligibility with regard to protection of 1. ~ Unlikely 3. 0 Once per week endangered species through the indicated section of Part 1.8.3.e.(2) 5. 0 Continual of the permit (chedt one or more boxes): 2. 0 Once per month · 4 . D Once per day (a> D (b>O (c)O (d>D Ill. Certification I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel property gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage this system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true. accurate. and complete. I am aware that there are significant penalties for subm itting false information, including the possibility of fine and imprisonment for knowing violations . Print Name: tthA....\J I\ 1D1 ,5,C..,,i\,t\,O?,R I D1C1 I I I I I I I I I I I I I I I I Date : I\ 1I12.1~191Cjl Signature: I)/; ;J/,' A!J/? p ,,, I '-1' v-, I . EPA Form 3510-9 rePfaced 3510-6 (8-98) ·~-' DATE: 8/05/98 00 Ul\Hlll:.I\: 1 RECEIPT: 0018866 DESCRIPTIOH QTY A"OUHT TP T" FILIHG FEE/DS/BI $100.00 B7 CK DEVELOP"EHT PER"IT f LAHDRY'S DEVELOP"EHT, IHC. DEVELOP"EHT PER"IT JOE'S CRAB SHACK CK. 114618 LH TI"E: 15:01:38 TOTAL PERSONAL CHECK $100.00 A"OUHT TEHDERED $100.00 THAHK YOU 4103 Texas Avenue, Suite 212 Bryan , Texas 77802 TO ATTENTION WE TRANSMIT : 0 Under Separate Cover 0 Enclosed VIA : OMail P(Messenger 0 Federal Express 0 Express Mail 0 Special Courier 0 Picked Up By Your Office NO . Consulting Engineers • Land Surveyors Tel. (409) 846-6212 Fax (409) 846-8252 THE FOLLOWING : 0 Prints O Copies OOriginals OPlat 0 Field Notes D Plans ~Report 0 Estimate D Cut Sheets PROJECT NAME \-\ REFERENCE 0 Computer Printout OFile 0 Contract 0 DESCRIPTION 2-...... ·~'""""' \.\ c:... ... ., .... (\ y:\~ ... \~\~\\. ~..._ -~ • '"\q" ~ YV'-.--\-\\ \J \ \ <:.__""' .~ JQ.nA~~ l. ...... 1~ \ ..... ~ "'t'i l"'r"'-\J ..., 'I) \ FOR : ~Your Review & Approval 0 Your Review & Comment 0 Your Review & Distribution 0 Your Review, Revision & Return 0 Your Signature & Return 0 Your File and/or Use 0 As Requested By : 0 Please Acknowledge Receipt of Enclosures 0 Please Return Enclosures To Us 0 Copies Of This Letter Of Transmittal Sent To : If Enclosures Are Not As Noted , Please Notify Us At Once. Signed~~ @ [l _ _, 0 0 Drainage Develop1nent Penn it Issuance Checklist $ l 00 .00 Fee Paid Application Complete/Signed Erosion Control Plan (submitted & approved) If Site> 5 Acres Is N 0 .1. Submitted Drainage Report/Letter (submitted & approved) $300 Fee Paid -For Subdivision Inspection (if applicable) "The above checklist must be complete prior to issuing a full drain,age permit on a project. To issue a partial permit for clearing and grading only, all items minus the drainage report must be complete . Please initial in each hox i r you check off any of these items ." City of College Station llOl South Texas Avenue P .O . Box 9960 College Station, Texas 77842 CITY OF COLLEGE STATION Date: i I ~ I q <? Number of pages including cover sheet: DEVELOPMENT SERVICES To:~~S Phone: Phone: 40 9-764-3570 Fax phone: Fax phone: 409-764-3496 CC: REMARKS: D Urgent 0 For your review 0 Reply ASAP 0 Please comment If you did not receive a complete fax, please call our office immediately for a new transmittal. Figure XU Development Permit City of College Station, Texas Site Legal Description:--------------------------- Site Owner: ------------- Architect/ Engineer: -------------~ Contractor: ------------- Date Application Filed: --------- Address : ----------~--Telephone: ------------ Address: ------------~ Telephone No : . ----------- Address : ------------~ . Telephone No:----------- Approved: ------------ Application is hereby made for the following development specific waterway alterations: 0 Application Fee 0 Signed Certifications 0 Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . 0 Site and Construction Plans, with supporting Drainage Report two (2) copies each. 0 Other: ------------------------------- ACKNOWLEDGMENTS : r. ____________ __J design engineer/owner, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards . As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to these documents and the requirements of Chapter 13 of the College Station City Code. Property Owner(s) Contractor Figure XH Continued CERTCFrCATIONS: (for proposed alterations within designated flood hazard areas .) A. I, certify that any nonresidential structtJre on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Engineer Date B. l, certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended . Engineer Date C . I, certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of flood ways and of floodway fringes. Engineer Date I, do certify that the proposed alterations do not raise the level :--) of the l 00 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval : ------------------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, .measures shall be taken to insure that debris from cons_truction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development. 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 .. 4103 Texas Avenue, Suite 212 Bryan , Texas 77802 TO ATTENTION WE TRANSMIT : D Under Separate Cover ~nclosed VIA : DMail ~essenger D Federal Express D Express Mail D Special Courier D Picked Up By Your Office NO. KLING ENGINEERING AND SURVEYING Consulting Engineers• Land Surveyors Tel. (409) 846-6212 Fax (409) 846-8252 DATE 07 PROJECT NO. PRO JECT NAM THE FOLLOWING : D Prints D Copies D Originals D Plat D Field Notes D Plans ~port D Estimate D Cut Sheets REFEREN CE D Computer Printout D File D Contract []' DESCRIPT ION FOR: P.O. Box 4234 Bryan, Texas 77805 D Your Review & Approval D Your Review & Comment D Your Review & Distribution D Your Review, Revision & Return D Your Signature & Return D Your File and/or Use D As Request ed By : D Please Acknowledge Receipt of Enclosures D Please Return Enclosures To Us D Copies Of This Letter Of Transmittal Sent To : -z__ ~ ,41\) rrnfbe.f S' -h J"b V.......r-.-~ If Enclosures Are Not As Noted , Please Notify Us At Once. McDONOUGH ENGINEERING CORPORATION August 4, 1998 Ms . Veronica Morgan City of College Station Engineering Department 1101 Texas Avenue S. College Station, TX 77840 RE: Joe's Crab Shack University Drive Dear Ms. Morgan : Ci vil Eng ineers • Land Surveyors Enclosed is the $100 .00 application fee , signed certifications and two (2) copies of the Erosion Control Plan. We are submitting this on behalf of Landry's Development, Inc. for a permit for Rough Grading . This site plan is subject to minor changes to comply with your plan review comments . Final drainage and construction plans will be revised after receipt of the revised site plan from the architect. We expect some building and parking area relocation. Thank you for your assistance . Sincerely, b~!~ Enclosures c : Landry's Development, Inc . 5629 Schumac he r • Houston , Texas 77057 • (713 ) 975-9990 •Fax (713) 975 -0464 .... ,/03/98 16: 53 U409 764 3496 Figure Xll.. Development Permit City of College Station, Texas Site Legal Description: Joe 1 s crab Shack Rest . at Southwest Corner of University Dr. and Forest Dr. Site Owner:Landry' s Seafocd Rest., Inc . Address:1400 Post Oak Blvd, Suite 530; Houston Archi te.ctl Engineer: ·Raene y -McDon01 igh ConLraclor: Landry 1 s Seafocxi Rest. , Inc. Date Application Filed:· .... B'-'-1.:i.4 ,_./9"'"'8,__ ____ _ Telephone: ( 713.) 850-1991 Addr~s:5_629 Sbp macber. HOllston_,_ Tx . 77 057 Telephone No: ( 713 )975-9990 . Address: sane a s atx?ve . Telephone No: same as above Application is hereby made for the following development specific waterway alterations: lil Application Fee Ga Signed Certifications . D Drainage and erosion control plan, with supporting Drainage Report two (2) copies each _ 0 Site and Construction Plans, with supporting Drainage Report two (2) copies each. 1( Other: e\'-OSt.ON 001\.l'"OLOL 'P~ ·, A~KNOWLEDGrvfENfS: l ) . 4\ I. ·~\ (V\JJ~ , design engineer/owner. hereby acknowledge or affirm that: The information and conclusions c:onrained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code. Chapter 13 and its · associated Drainage Policy and Design Standards. As a condition of approval of this permit application, I agree to construct the improvements prop .s in this application according to these documents and the requirements of Chapter lJ of the l tation .City Code. x ~ Contractor ~004 ~8 /03 /98 16:53 '6409 764 3496 DEVELOPMENT SVCS . , ~. ~· Figure XO Continued CERTCFf TlONS: (for proposed alterations within designated flood hazard areas.) A. 1, _1_:4~~~~~--~'---+-+--~ cenify that 1 any nonresidential struct~re on or proposM to be on this site as p rt of.this app t tion is designated to prevent damage to the structure or its co flooding from the 100 year storm. Date - B. I. , certify that the finished floor elevation of the lowest floor, including any basement. of any resident ial structure, proposed as part of this application is at or above: the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Stl.i'dy ·and maps, as amended . Eng in Date C . I, cenify that the a.Iterations or development covered by th.is permit shall not di ·carrying capacity of the waterway adjoining or crossing this pem1itted site and that such alterations or dcvelopn:ient are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of flood ways and of Ooo~ MiJ n g ~ f_tff . E~ ~ Date I, '\! &v\l"\ tY\ L 0 V\ O UfQktertify that the proposed alterations do not raise the level ._:...; of the 100 yeM fl od above elevatioh-Jestablished in the latest Federal Insurance Administration Flo\Cy.M~ E~ ~ Date In accordance with Chapter 13 of the Code of Ordinances of the City of College Station. .measures shall be taken to insure that debris from co~~ction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development . 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 ordinan~es of the City of College Station sha}i ~pply. f.,.... .... .,, •• , lll\HWtl<: 1 DATE: 8/05/98 00 RECEIPT: 0018866 DESCRIPTION QTY AKOUNT TP TK FILING FEE/DS/BI $100.00 B7 CK DEVELOPKENT PERKIT LANDRY'S DEVELOPKENT, INC. DEVELOP"ENT PERKIT JOE'S CRAB SHACK CK. 114618 LH TI"E: 15:01:38 TOTAL PERSONAL CHECK A"OUNT TENDERED THANK YOU $100.00 $100.00 DEVELOPMENT PERMIT PERMIT NO. 595 Joe's Crab Shack FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAP'IBR 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: SITE ADDRESS: Lot 2, Block 1 of the One Lincoln Place Subdivision and part of Lot 1, Block 1 of the Henton Subdivision 930 University Drive East OWNER: Landty's Seafood Restaurant, Inc. 1400 Post Oak Blvd., Suite 530 Houston, Texas (713 )850-1991 DRAINAGE BASIN: Burton Creek TYPE OF DEVELOPMENT: This permit is valid for clearing, grubbing and rough grading only for the Joe's Crab Shack site. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state . The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin. This permit, being temporary, is valid only within sixty (60) days of the date shown below, and is not intended to allow the complete development of the site as proposed . Any work performed after the expiration of this permit is not covered, and is considered unauthorized. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area. All development shall · accordance with the plans and specifications submitted to and approved by the City Engineer in the e opment permit application for the above named project and all of the codes and ordinances of the City of ge Station Date Owner/ Agent Date Contractor Date SANITARY SEWER AVAILABILITY ANALYSIS FOR JOE'S CRAB SHACK Henton-Lincoln Subdivision -Lot 1 R Richard Carter Survey, A-8 College Station, Brazos County, Texas July 30, 1998 DEVELOPED BY Mr. David Scarmardo 111F.M.2818 Bryan, Texas 77805 (409) 779-7209 PURPOSE: SANITARY SEWER AVAILABILITY ANALYSIS JOE'S CRAB SHACK Henton-Lincoln Subdivision -Lot 1 R Richard Carter Survey, A-8 College Station, Texas July 30, 1998 The purpose of this report is to document design considerations for Joe's Crab Shack sanitary sewer flow rates in light of the existing area sanitary sewer system capacity. This is not a comprehensive system analysis and only accounts for newly contributing flows due to the development of the subject property . ./ This study is being conducted at the request of the City of College Station, Engineering Department as the result of a comment presented at the pre-development review of the Joe's Crab Shack proposed site. The subject tract consists of approximately 2 .5 acres of undeveloped land . Current development plans include a restaurant with seating for 268 patrons with associated parking and driveways (see Appendix 1 "General Location Map" for plat with site layout). Other sanitary sewer studies and analysis that have been conducted within the project .............- specific area include : 1. Sanitary Sewer Analysis for Henton Subdivision & Two Lincoln Place Subdivision , M .L. Hammons, P.E., December 03, 1993 . 2 . Sanitary Sewer Impact Study for Bert Wheelers Inc. 8.471 & 4 .242 acre Tracts , Kling Engineering & Surveying, August 07 , 1997 . 3. Cit of Colle e Station Develo ment Im acts on the Wastewater S stem Alon University Drive , Camp Dresser & McKee , March 05 , 1998 ~ ~6' ... PROPOSED CONDITIONS SANITARY SEWER LINE ANA : ~ O ~ ') \'.)\.- V~-i. 0'?;> ~ 0~ A proposed 8" sanitary sewer line will egin a e south ~ '5rner of the subject tract /t;' an? ?e brou~ht to the existing City manhol_e esi ate? M004"[r~fe-r to Appendix 2 for map-6f ,. existing sanitary sewer system). The sarn wer line extending from manhole M004 1s an _a.0 \ 8" line which continues through manhol M 07 cated north of University Drive. As ,, r) ).1 (/J documented in the Development Agree at exists between W . Dow Hamm Corporation / ~of CRllege Station, this 8" line will be upgraded to a 12" line from manhole M018 (ft"') through MOITT C yst~~z~is,Q.ility will therefore focus on the portion of the 8" line from M004 through M018 ~e rea C19r should refer to the Sanitary Sewer Impact Study for Bert Wheelers Inc., reference 2 above, prepared August 7 , 1997 and City of College Station Development Impacts on the Wastewater System Along University Drive, reference 3 above, prepared March 05 , 1998 for further detail on that portion of the existing sanitary sewer line downstream of M018. · 0'5:53:> DESIGN PARAMETERS: This analysis will establish design flows for Joe's Crab Shack based on TNRCC design standards for restaurants serving lunch and dinner (see Appendix 3, "Design Parameters"). Table 1 AVE. FLOW PEAKING PEAK FLOW ZONING USAGE (gpd/seat) FACTOR (gpd/seat) C-B Bus/Comm Restaurant 35 4.5 157.5 Design flows for the subject property have been calculated as follows : Restaurant: Seating capacity of 268 Usage : 35 gpd/seat = 0.024 gpm/seat (ref . TNRCC Rules, ch 285 .91, Table 3. Peaking Factor: 4.5 gallons I min / 268 seats x .024 x 4 .5 = 29 gpm v seat EXISTING SYSTEM ACCEPTABILITY : (gpm/seat 0.1 A flow meter was set in manhole M017 during the time period between 07/23/98 through 07 /28/98 to measure depth and velocities and compute a flow rate of the existing sanitary sewer flow. Upon review of the data, no correlation between depth, velocity or flow ... ~ rate could be made. (jl)J'D ~~ The limiting line in the sanitary sewer system bei analyzed is line M . As · 1. documented in the sanitary sewer analysis for Hento & Two Lincoln Place su ons, i ~ reference 1 above , the existing slope on line MO -M017 is 0.43%. City of College Station ~--I design capacity for sanitary sewer lines is 80% the full flow capacity . Using Manning's Equation, a capacity for the 8" line M012-M017 as computed to be 347 gpm . (The following assumptions were used in the computation : 1) y/D=0.8, where y ~depth of flow and D is line 0 diameter) / -A, ""' 2) Manning's N = 0.013 V ~. ~ · ~a..~ CONTRIBUTING FLOW CONSIDERATIONS : Comparative Check: According to information provided by the City of College Station, Engineering Department, the existing 8" line between manholes M018 and 024 has a full flow capacity of 345.6 gpm with remaining capacity of 197.47 gpm (refer to Table 2 of reference 2 above). Calculation of how much contributing flow assigned to the portion of the 8" line M012-M017 is as follows . Existing flow in line M018-M024 : 345.6 gpm -197 .5 gpm = 148 .1 gpm (-) Existing flow in line M030A-M018: = 20 .0 gpm Existing flow in line M012-M017 : = 128.1 gpm Page2 Additional Contributing Flow: The current contributing source for the existing sanitary sewer flows in line M012- M017 is the residential areas adjacent to and southeast of Lincoln drive. Additional flow from the 81 room Quality Suites motel development that has recently come on-line and the proposed Wheeler Subdivision Phase II development as documented in the subdivision impact study, reference 2, above will need to be considered in the system analysis. The following table summarizes flows and capacity in line M012-M017 . Capacity Existing Quality Suites Wheeler Ph II Joe's Crab Line @ y/D=0 .8 Flow (gpm) (gpm) (gpm) (gpm) M012-M017 347 128.1* 25 .3** 116*** * Existing flow based on estimated peak flow value ** Flow based on TNRCC design standards-see Appendix 3 for calculation *** Flow based on Sanitary Sewer Impact Study-see reference 2 above CONCLUSIONS & RECOMMENDATIONS: Shack (gpm) 29** Table 3 Remaining Capacity (gpm) 48.6 It is shown using accepted design principles that the proposed Joe's Crab Shack restaurant can be provided sanitary sewer service via the existing 8" sanitary sewer line that extends from manhole M004 -M018 under present development conditions . Remaining capacity in the limiting 8" line M017-M018 would be 48 .6 gpm. Should the Wheeler Phase II subdivision develop under more intense conditions than assumed in the impact study for that tract, the existing 8" line may need revitalization . This line should be analyzed for each upstream development that would require additional sanitary sewer capacity . Page 3 APPENDICES 1) General Location Map (plat with proposed usage) 2) Existing Sanitary Sewer System a) System Map b) Flow Meter Results 3) Design Parameters APPENDIX 1 General Location Map APPENDIX ·2a Existing Sanitary Sewer System System Map " " " " APPROX. SCALE 1·=300' " " ~ ~ " " ~ " " 1 2 MOOS 01 (pl.tf1!) 8 M008 M010 8 M013 M017 ~ " " M029 ----- / / / / / ) MOS APPENDIX 2b Existing Sanitary Sewer System Flow Meter Results (Flow Meter Installed at Manhole M017 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07/23 01:45 PM 0.0805 55.87 0.1245 4.48 1.05 07/23 02:00 PM 0.0294 20.39 0.0454 2.77 0.76 07/23 02:15 PM 0.0397 27.59 0.0615 2.88 0.97 07/23 02:30 PM 0.0293 20.32 0.0453 2.92 0.70 07/23 02:45 PM 0.0183 12.69 0.0283 2.16 0.69 07/23 03:00 PM 0.0384 26.69 0.0595 2.46 1.19 07/23 03:15PM 0.0236 16.40 0.0365 2.30 0.81 07/23 03:30 PM 0.0181 12.57 0.0280 1.76 0.94 07/23 03:45 PM 0.0369 25.65 0.0572 2.32 1.25 07/23 04:00 PM 0.0296 20.58 0.0458 2.21 1.08 07/23 04:15 PM 0.0300 20.83 0.0464 1.81 1.11 07/23 04:30 PM 0.0466 32.37 0.0721 2.86 1.15 07/23 04:45 PM 0.0402 27.89 0.0621 2.62 1.13 07/23 05:00 PM 0.0276 19.13 0.0426 2.34 0.92 07/23 05:15 PM 0.0435 30.19 0.0673 2.73 1.15 07/23 05:30 PM 0.0460 31.94 0.0712 2.74 1.21 07/23 05:45 PM 0.0345 23.95 0.0534 2.23 1.24 07/23 06:00 PM 0.0433 30.03 0.0669 2.56 1.26 07/23 06:15 PM 0.0286 19.87 0.0443 2.47 0.88 07/23 06:30 PM 0.0356 24.69 0.0550 2.39 1.15 07/23 06:45 PM 0.0456 31.69 0.0706 2.87 1.12 07/23 07:00 PM 0.0433 30.10 0.0671 2.74 1.14 07/23 07:15 PM 0.0554 38.48 0.0857 2.87 1.36 07/23 07:30 PM 0.0553 38.40 0.0855 2.97 1.29 07/23 07:45 PM 0.0381 26.47 0.0590 2.46 1.18 07/23 08:00 PM 0.0338 23.48 0.0523 2.47 1.04 07/23 08:15PM 0.0414 28.78 0.0641 2.74 1.09 07/23 08:30 PM 0.0389 27.01 0.0602 2.58 1.12 07/23 08:45 PM 0.0315 21.90 0.0488 2.47 0.97 07/23 09:00 PM 0.0352 24.44 0.0545 2.43 1.11 07/23 09:15 PM 0.0255 17.71 0.0395 1.96 1.12 07/23 09:30 PM 0.0524 36.38 0.0811 2.82 1.32 07/23 09:45 PM 0.0551 38.28 0.0853 2.86 1.36 07/23 10:00 PM 0.0429 29.80 0.0664 2.66 1.18 07/23 10:15 PM 0.0335 23.26 0.0518 2.38 1.09 07/23 10:30 PM 0.0594 41.26 0.0919 2.95 1.40 07/23 10:45 PM 0.0376 26.13 0.0582 2.48 1.15 07/23 11 :00 PM 0.0574 39.88 0.0889 3.00 1.32 07/23 11:15 PM 0.0402 27.89 0.0621 2.62 1.13 07/23 11:30 PM 0.0444 30.84 0.0687 2.87 1.09 07/23 11 :45 PM 0.0553 38.37 0.0855 3.21 1.15 07/24 12:00 AM 0.0455 31.56 0.0703 2.54 1.34 07/24 12:15AM 0.0236 16.37 0.0365 2.97 0.55 07/24 12:30 AM 0.0322 22.38 0.0499 2.44 1.01 07/24 12:45 AM 0.0197 13.69 0.0305 2.46 0.61 07124 01 :00 AM 0.0051 3.56 0.0079 2.05 0.21 07/24 01:15AM 0.0183 12.67 0.0282 2.39 0.59 07124 01 :30 AM 0.0298 20.72 0.0462 2.93 0.71 07124 01 :45 AM 0.0227 15.73 0.0350 2.51 0.68 07/24 02:00 AM 0.0127 8.80 0.0196 2.10 0.50 07124 02:15 AM 0.0254 17.62 0.0393 2.43 0.80 07124 02:30 AM 0.0138 9.56 0.0213 2.34 0.46 07124 02:45 AM 0.0056 3.90 0.0087 2.11 0.22 07/24 03:00 AM 0.0100 6.94 0.0155 2.23 0.16 Page 1 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07/24 03 :15 AM 0 .0100 6 .94 0 .0155 2 .11 0 .12 07/24 03 :30 AM 0 .0100 6 .94 0.0155 1.66 0 .10 07/24 03 :45 AM 0.0146 10 .13 0.0226 2 .43 0 .46 07/24 04 :00 AM 0 .0200 13 .89 0 .0309 1.47 0 .41 07124 04 :15 AM 0 .0222 15.41 0 .0343 3 .61 0 .39 07/24 04 :30 AM 0 .0200 13 .89 0 .0309 1.50 0 .38 07 /24 04 :45 AM 0 .0100 6 .94 0 .0155 3.67 0 .39 07124 05:00 AM 0.0100 6 .94 0 .0155 2 .10 0 .37 07124 05 :15 AM 0 .0087 6 .03 0 .0134 2 .11 0 .34 07/24 05 :30 AM 0 .0200 13.89 0 .0309 1.74 0.51 07/24 05 :45 AM 0 .0175 12.15 0 .0271 2 .12 0.68 07124 06 :00 AM 0 .0400 27 .78 0.0619 2 .25 0 .88 07124 06 :15 AM 0 .0602 41 .77 0 .0931 3 .08 1.33 07/24 06 :30 AM 0 .0714 49.58 0 .1105 3.43 1.35 07124 06 :45 AM 0 .0593 41 .19 0.0918 2 .99 1.37 07/24 07 :00 AM 0 .0711 49 .36 0.1100 2 .98 1.65 07124 07 :15 AM 0 .0440 30 .58 0.0681 2 .44 1 .38 07 124 07 :30 AM 0 .0589 40 .88 0.0911 2 .85 1.46 07 124 07 :45 AM 0 .0589 40 .88 0 .0911 2 .89 1.43 07 124 08 :00 AM 0 .0589 40 .88 0 .0911 2 .75 1.54 07 124 08 :15 AM 0 .0550 38 .17 0 .0850 2 .76 1.43 07/24 08 :30 AM 0 .0738 51 .28 0 .1142 3 .22 1.53 07/24 08:45 AM 0 .0302 20 .97 0 .0467 2 .28 1.05 07 124 09 :00 AM 0 .0410 28 .50 0.0635 2 .54 1.21 07124 09 :15 AM 0 .0343 23 .85 0.0531 2 .31 1 .17 07 /24 09 :30 AM 0 .0382 26 .51 0 .0591 2.49 1.16 07/24 09 :45 AM 0 .0448 31 .08 0 .0692 2 .94 1.06 07/24 10 :00 AM 0 .0429 29 .80 0 .0664 2 .66 1.18 07 124 10 :15AM 0 .0437 30 .35 0 .0676 2 .62 1.2 3 07 /24 10 :30 AM 0 .0424 29.47 0 .0656 2 .95 1.00 07/24 10:45 AM 0 .0315 21 .84 0 .0487 2.37 1 .03 07 124 11 :00 AM 0 .0426 29 .56 0.0659 2.52 1.27 07/24 11 :15 AM 0 .0492 34 .17 0 .0761 2 .82 1.24 07/24 11 :30AM 0 .0580 40 .24 0 .0897 3 .05 1.30 07/24 11 :45 AM 0 .0478 33 .18 0 .0739 2 .75 1.25 07 /24 12 :00 PM 0 .0298 20 .66 0.0460 2 .33 1.00 07124 12 :15 PM 0 .0339 23 .56 0 .0525 2 .54 1.00 07 124 12 :30 PM 0 .0659 45 .77 0 .1020 4 .13 0.96 07 124 12:45 PM 0 .0327 22 .72 0.0506 2 .53 0 .97 07 /24 01 :00 PM 0 .0496 34.41 0 .0767 3 .13 1.07 07 124 0 1:15PM 0 .0315 2 1.84 0 .0487 3.49 0 .58 07 124 0 1:30 PM 0 .0338 23.46 0 .0523 2 .26 1.19 07 /24 0 1 :45 PM 0 .0311 21 .56 0.0480 2 .55 0.91 07124 02 :00 PM 0 .0437 30 .36 0.0676 3.01 1.00 07124 02 :15 PM 0 .0484 33 .60 0 .0749 3.10 1.06 07124 02 :30 PM 0 .0279 19.38 0 .0432 2.28 0.97 07 124 02 :45 PM 0.0260 18 .02 0 .0402 2 .30 0.89 07 12 4 03 :00 PM 0 .0408 28 .34 0 .0631 2.49 1.24 07 /24 03 :15 PM 0 .0350 24 .29 0 .0541 2 .51 1.05 07 124 03 :30 PM 0.0314 21 .83 0 .0486 2.40 1.01 07 /24 03:45 PM 0 .0237 16.48 0.0367 2 .08 0 .95 07 124 04 :00 PM 0 .0311 21 .56 0 .0480 2 .55 0 .91 07 /24 04 :15 PM 0 .0233 16 .18 0 .0361 2 .16 0 .88 07124 04 :30 PM 0 .0193 13 .43 0 .0299 2 .18 0 .72 Page 2 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07/24 04 :45 PM 0.0219 15.20 0 .0339 2 .03 0 .91 07/24 05 :00 PM 0 .0290 20 .15 0 .0449 2.18 1.08 07/24 05 :15 PM 0.0544 37 .80 0.0842 2 .85 1.35 07/24 05 :30 PM 0.0477 33.15 0.0738 2 .84 1.19 07/24 05 :45 PM 0 .0466 32 .39 0 .0722 2 .61 1.32 07/24 06 :00 PM 0.0223 15.49 0 .0345 2.10 0 .88 07124 06 :15PM 0 .0392 27 .20 0.0606 2 .45 1.22 07/24 06 :30 PM 0 .0372 25 .81 0 .0575 2.58 1.07 07/24 06 :45 PM 0.0472 32 .74 0.0730 2 .59 1.35 07/24 07 :00 PM 0.0301 20 .92 0 .0466 2 .29 1.04 07/24 07 :15PM 0 .0319 22 .13 0.0493 2.47 0 .98 07/24 07 :30 PM 0 .0267 18 .54 0.0413 2.23 0 .96 07/24 07:45 PM 0 .0252 17 .53 0.0391 2.31 0 .86 07/24 08 :00 PM 0.0316 21.97 0.0489 2.41 1.01 07/24 08 :15PM 0.0354 24 .60 0.0548 2 .44 1.11 07124 08 :30 PM 0 .0287 19 .96 0 .0445 2.34 0 .96 07/24 08:45 PM 0.0484 33.58 0 .0748 2.70 1.30 07/24 09 :00 PM 0 .0352 24.46 0 .0545 2 .31 1.20 07 /24 09 :15 PM 0 .0240 16.65 0.0371 2.20 0 .88 07/24 09 :30 PM 0 .0293 20.33 0 .0453 2 .22 1.06 07/24 09 :45 PM 0 .0254 17 .65 0.0393 2.05 1.04 07/24 10 :00 PM 0 .0237 16.49 0 .0367 2 .17 0 .89 07/24 10 :15 PM 0 .0340 23.63 0 .0526 2.39 1.10 07/24 10 :30 PM 0.0367 25 .51 0 .0568 2.30 1.26 07/24 10:45 PM 0.0369 25.60 0.0570 2.52 1.10 07124 11 :00 PM 0.0232 16 .13 0 .0359 2.01 0 .98 07/24 11 :15 PM 0 .0247 17 .15 0.0382 2 .21 0 .90 07/24 11 :30 PM 0.0321 22 .32 0.0497 2.29 1.11 07/24 11 :45 PM 0.0359 24 .90 0.0555 2.46 1.11 07125 12 :00 AM 0.0255 17 .69 0.0394 2.24 0 .91 07125 12 :15 AM 0 .0381 26.46 0 .0589 2.38 1.24 07125 12 :30 AM 0 .0255 17 .73 0.0395 2.44 0 .80 07125 12 :45 AM 0 .0268 18 .62 0.0415 2.63 0.75 07125 01 :00 AM 0 .0145 10 .10 0.0225 1.90 0 .67 07125 01 :15AM 0 .0300 20 .83 0.0464 1.87 0 .16 07125 01 :30 AM 0 .0347 24 .11 0.0537 2 .24 1.24 07125 01 :45 AM 0 .0136 9.44 0.0210 2 .09 0 .54 07125 02 :00 AM 0 .0121 8.38 0 .0187 1.87 0.57 07125 02 :15 AM 0 .0100 6.94 0.0155 1.66 0.48 07125 02 :30 AM 0.0100 6.94 0 .0155 3.24 0 .05 07125 02 :45 AM 0.0079 5.49 0.0122 1.79 0.40 07125 03 :00 AM 0 .0100 6 .94 0.0155 3.09 0 .38 07125 03 :15 AM 0 .0100 6 .94 0.0155 1.65 0 .35 07125 03 :30 AM 0 .0100 6 .94 0.0155 1.30 0 .36 07125 03 :45 AM 0 .0100 6 .94 0 .0155 1.43 0.33 07125 04 :00 AM 0 .0100 6 .94 0.0155 2.50 0 .30 07125 04 :15 AM 0 .0100 6 .94 0.0155 2.31 0 .25 07125 04 :30 AM 0 .0057 3 .93 0.0088 2.12 0.22 07 125 04:45 AM 0 .0057 3.93 0.0088 1.74 0 .21 07125 05 :00 AM 0 .0057 3 .93 0 .0088 1.49 0 .28 07 125 05 :15 AM 0 .0057 3 .93 0 .0088 2.27 0 .28 07125 05 :30 AM 0 .0085 5 .93 0 .0132 2.17 0 .32 07125 05 :45 AM 0 .0085 5 .93 0.0132 2.05 0 .39 07 125 06 :00 AM 0 .0085 5 .93 0 .0132 2 .07 0.41 Page 3 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07125 06:15 AM 0.0085 5.93 0.0132 1.52 0.49 07125 06:30AM 0.0127 8.78 0.0196 2.07 0.51 07125 06:45 AM 0.0235 16.32 0.0364 2.65 0.65 07/25 07:00 AM 0.0383 26.56 0.0592 2.63 1.07 07125 07:15 AM 0.0360 24.99 0.0557 2.48 1.10 07125 07:30 AM 0.0319 22.16 0.0494 2.32 1.08 07125 07:45 AM 0.0453 31.47 0.0701 2.60 1.29 07125 08:00 AM 0.0394 27.35 0.0609 2.37 1.29 07125 08:15 AM 0.0549 38.13 0.0849 2.72 1.46 07125 08:30 AM 0.0360 24.97 0.0556 2.45 1.12 07125 08:45 AM 0.0516 35.84 0.0799 2.71 1.38 07125 09:00 AM 0.0649 45.08 0.1004 2.95 1.53 07/25 09:15 AM 0.0483 33.52 0.0747 2.58 1.39 07125 09:30 AM 0.0630 43.75 0.0975 3.04 1.42 07125 09:45 AM 0.0596 41.40 0.0922 2.81 1.51 07125 10:00 AM 0.0650 45.17 0.1006 2.89 1.58 07/25 10:15 AM 0.0387 26.85 0.0598 2.39 1.25 07125 10:30 AM 0.0378 26.22 0.0584 2.26 1.33 07/25 10:45 AM 0.0301 20.89 0.0465 2.18 1.12 07125 11:00 AM 0.0377 26.15 0.0583 2.29 1.30 07125 11:15 AM 0.0431 29.92 0.0667 2.54 1.27 07125 11:30 AM 0.0255 17.73 0.0395 2.11 1.00 07/25 11:45 AM 0.0421 29.21 0.0651 2.45 1.31 07125 12:00 PM 0.0508 35.24 0.0785 2.68 1.38 07125 12:15 PM 0.0302 20.99 0.0468 2.15 1.15 07125 12:30 PM 0.0230 15.98 0.0356 2.28 0.80 07125 12:45 PM 0.0384 26.65 0.0594 2.33 1.29 07125 01:00 PM 0.0759 52.74 0.1175 4.04 1.14 07/25 01:15 PM 0.0402 27.89 0.0621 2.62 1.13 07125 01:30 PM 0.0416 28.90 0.0644 2.80 1.06 07125 01:45 PM 0.0365 25.35 0.0565 2.55 1.07 07125 02:00 PM 0.0532 36.93 0.0823 2.70 1.43 07/25 02:15 PM 0.0442 30.67 0.0683 2.48 1.35 07125 02:30 PM 0.0260 18.07 0.0403 2.02 1.09 07125 02:45 PM 0.0254 17.63 0.0393 1.83 1.24 07125 03:00 PM 0.0411 28.55 0.0636 2.63 1.15 07/25 03:15 PM 0.0305 21.17 0.0472 2.28 1.06 07125 03:30 PM 0.0208 14.42 0.0321 2.15 0.79 07125 03:45 PM 0.0449 31.16 0.0694 2.89 1.09 07125 04:00 PM 0.0271 18.83 0.0419 1.87 1.28 07/25 04:15 PM 0.0384 26.64 0.0594 2.24 1.37 07125 04:30 PM 0.0379 26.29 0.0586 2.31 1.29 07125 04:45 PM 0.0171 11.84 0.0264 1.64 0.99 07125 05:00 PM 0.0322 22.34 0.0498 2.11 1.26 07/25 05:15 PM 0.0389 27.01 0.0602 2.40 1.25 07125 05:30 PM 0.0298 20.67 0.0460 2.07 1.20 07/25 05:45 PM 0.0264 18.33 0.0408 1.97 1.15 07/25 06:00 PM 0.0166 11.53 0.0257 1.75 0.87 07/25 06:15 PM 0.0372 25.80 0.0575 2.46 1.15 07125 06:30 PM 0.0224 15.55 0.0346 1.89 1.04 07125 06:45 PM 0.0425 29.53 0.0658 2.34 1.42 07125 07:00 PM 0.0403 27.99 0.0624 2.26 1.42 07125 07:15 PM 0.0308 21.38 0.0476 2.05 1.26 07125 07:30 PM 0.0269 18.66 0.0416 2.10 1.06 Page 4 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07/25 07 :45 PM 0.0270 18.77 0 .0418 2.07 1.09 07/25 08 :00 PM 0 .0274 19 .05 0.0424 2 .03 1 .14 07/25 08 :30 PM 0 .0446 30.94 0 .0689 2.95 1 .05 07/25 08 :45 PM 0.0443 30.75 0 .0685 3 .51 0.81 07125 09:00 PM 0 .0215 14 .96 0 .0333 1 .79 1.09 07/25 09 :15 PM 0 .0263 18 .26 0 .0407 2.32 0 .89 07/25 09 :30 PM 0.0277 19.22 0.0428 2.09 1.10 07/25 09 :45 PM 0.0192 13.34 0.0297 1 .98 0.83 07/25 10:00 PM 0 .0379 26 .33 0.0587 2 .36 1 .25 07/25 10:15PM 0 .0427 29 .63 0.0660 2 .76 1 .11 07125 10:30 PM 0.0274 19.00 0 .0423 1.92 1 .24 07125 10 :45 PM 0 .0223 15 .49 0 .0345 1 .73 1 .19 07/25 11 :00 PM 0.0246 17.08 0.0380 2 .02 1 .03 07125 11:15 PM 0.0231 16.01 0.0357 1.95 1.02 07125 11 :30 PM 0 .0305 21 .15 0 .0471 2.25 1 .08 07/25 11 :45 PM 0.0228 15 .81 0 .0352 2 .21 0 .83 07/26 12:00 AM 0.0243 16.90 0 .0376 2 .29 0 .84 07/26 12 :15 AM 0 .0237 16.44 0.0366 1 .89 1 .10 07/26 12:30 AM 0 .0237 16.44 0.0366 2 .50 1 .09 07126 12 :45 AM 0 .0256 17.78 0 .0396 2.10 1 .01 07/26 01 :00 AM 0 .0177 12.30 0 .0274 1 .38 1 .35 07/26 01 :15 AM 0 .0203 14.08 0.0314 2 .17 0 .76 07126 01 :30 AM 0.0251 17.42 0.0388 2.66 0.69 07/26 01:45 AM 0.0197 13.69 0 .0305 2.70 0 .53 07126 02:00 AM 0 .0085 5.87 0 .0131 1 .60 0 .51 07126 02 :15 AM 0.0085 5 .87 0.0131 1 .74 0 .20 07/26 02 :30 AM 0.0302 20 .97 0 .0467 2 .40 0 .97 07126 02 :45 AM 0.0144 10 .01 0 .0223 2.56 0 .42 07/26 03:00 AM 0.0081 5 .62 0 .0125 2.53 0.24 07126 03 :15 AM 0 .0081 5 .62 0 .0125 1 .53 0 .16 07126 03 :30 AM 0.0125 8 .65 0.0193 2 .00 0 .53 07126 03 :45 AM 0 .0056 3.87 0 .0086 2 .39 0 .18 07/26 04 :00 AM 0.0056 3 .87 0 .0086 0.20 0 .21 07/26 04 :15 AM 0.0056 3 .87 0 .0086 0 .24 0 .16 07/26 04:30 AM 0 .0056 3 .87 0.0086 2 .63 0 .17 07/26 04 :45 AM 0.0056 3.87 0.0086 0.38 0 .16 07/26 05 :00 AM 0.0056 3 .87 0.0086 1 .98 0 .18 07/26 05 :15 AM 0 .0056 3 .87 0 .0086 2 .57 0 .22 07/26 05 :30 AM 0 .0056 3.87 0 .0086 1 .94 0 .35 07/26 05 :45 AM 0 .0121 8 .39 0 .0187 2.28 0 .42 07/26 06:15 AM 0 .0059 4 .09 0 .0091 3 .26 0 .12 07126 07 :00 AM 0 .0273 18 .99 0.0423 2 .79 0 .70 07/26 07:15 AM 0.0216 14 .98 0 .0334 2 .26 0 .76 07/26 07:30 AM 0 .0279 19 .35 0 .0431 2 .41 0.89 07/26 07 :45 AM 0.0530 36.83 0.0821 3 .39 1 .02 07126 08 :00 AM 0 .0315 21.88 0.0488 2 .26 1 .11 07/26 08 :15 AM 0 .0671 46 .62 0 .1039 3 .19 1.41 07/26 08 :30 AM 0 .0713 49 .53 0.1104 3.05 1 .60 07/26 08 :45 AM 0 .0660 45 .86 0 .1022 3 .25 1 .35 07126 09 :00 AM 0 .0572 39 .69 0.0884 2 .82 1 .44 07/26 09 :15 AM 0 .0325 22 .57 0.0503 2 .18 1 .21 07126 09 :30 AM 0 .0796 55 .25 0 .1231 3 .72 1 .34 07/26 09 :45 AM 0.0790 54 .89 0 .1223 3 .52 1 .44 07/26 10:00 AM 0 .0381 26.45 0 .0589 2.69 1 .03 Page 5 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07/26 10:15 AM 0.0642 44.57 0.0993 2.84 1.60 07/26 10:30 AM 0.0625 43.41 0.0967 3.13 1.35 07/26 10:45 AM 0.0329 22.83 0.0509 2.22 1.19 07/26 11:00 AM 0.0689 47.87 0.1067 3.40 1.32 07/26 11:15 AM 0.0648 44.97 0.1002 3.40 1.24 07/26 11:30 AM 0.1171 81.32 0.1812 4.87 1.37 07/26 11 :45 AM 0.0416 28.90 0.0644 2.34 1.39 07/26 12:00 PM 0.0426 29.56 0.0658 2.86 1.05 07/26 12:15PM 0.0526 36.49 0.0813 2.90 1.27 07/26 12:30 PM 0.0381 26.47 0.0590 2.64 1.06 07/26 12:45 PM 0.0716 49.73 0.1108 3.69 1.22 07/26 01:00 PM 0.0504 35.01 0.0780 3.23 1.04 07126 01:15 PM 0.0410 28.44 0.0634 2.77 1.06 07/26 01:30 PM 0.0461 32.01 0.0713 2.89 1.12 07/26 01:45 PM 0.0369 25.63 0.0571 3.02 0.84 07/26 02:00 PM 0.0358 24.83 0.0553 2.47 1.10 07/26 02:15 PM 0.0483 33.55 0.0747 2.93 1.15 07126 02:30 PM 0.0423 29.37 0.0654 2.62 1.19 07/26 02:45 PM 0.0359 24.90 0.0555 2.30 1.23 07/26 03:00 PM 0.0493 34.23 0.0763 3.36 0.96 07/26 03:15 PM 0.0571 39.63 0.0883 3.05 1.28 07/26 03:30 PM 0.0638 44.30 0.0987 3.59 1.13 07/26 03:45 PM 0.0407 28.28 0.0630 2.85 1.01 07/26 04:00 PM 0.0335 23.24 0.0518 2.10 1.32 07/26 04:15 PM 0.0472 32.76 0.0730 2.85 1.17 07/26 04:30 PM 0.0529 36.76 0.0819 2.93 1.26 07/26 04:45 PM 0.0231 16.03 0.0357 1.94 1.03 07/26 05:00 PM 0.0368 25.58 0.0570 2.34 1.23 07/26 05:30 PM 0.0397 27.56 0.0614 2.54 1.17 07/26 05:45 PM 0.0351 24.35 0.0543 2.58 1.01 07/26 06:00 PM 0.0664 46.13 0.1028 3.79 1.09 07126 06:15 PM 0.0330 22.90 0.0510 2.43 1.04 07/26 06:30 PM 0.0406 28.20 0.0628 2.72 1.08 07/26 06:45 PM 0.0471 32.74 0.0729 2.74 1.24 07/26 07:00 PM 0.0590 41.00 0.0913 3.36 1.15 07/26 07:15 PM 0.0780 54.15 0.1207 3.81 1.27 07/26 07:30 PM 0.0328 22.75 0.0507 2.36 1.08 07126 07:45 PM 0.0308 21.38 0.0476 2.20 1.13 07126 08:00 PM 0.0539 37.44 0.0834 3.12 1.17 07/26 08:15 PM 0.0508 35.29 0.0786 3.05 1.14 07/26 08:30 PM 0.0798 55.44 0.1235 3.58 1.42 07/26 08:45 PM 0.0437 30.35 0.0676 2.62 1.23 07126 09:00 PM 0.0279 19.40 0.0432 2.02 1.17 07/26 09:15 PM 0.0502 34.89 0.0777 3.31 1.00 07/26 09:30 PM 0.0623 43.29 0.0965 2.99 1.44 07/26 09:45 PM 0.0618 42.89 0.0956 3.12 1.34 07/26 10:00 PM 0.0540 37.47 0.0835 3.34 1.06 07/26 10:15 PM 0.0565 39.24 0.0874 4.00 0.86 07/26 10:30 PM 0.0531 36.88 0.0822 2.86 1.31 07/26 10:45 PM 0.0472 32.76 0.0730 2.63 1.32 07/26 11:00 PM 0.0528 36.69 0.0818 3.17 1.12 07/26 11:15 PM 0.0307 21.33 0.0475 2.21 1.12 07/26 11:30 PM 0.0450 31.26 0.0697 3.05 1.01 07126 11:45 PM 0.0373 25.92 0.0578 2.44 1.17 Page 6 A / FLOW FLOW FLOW LEVEL VELOCITY I DATE TIME MGD GPM CFS INCHES FPS 07127 12 :00 AM 0 .0454 31 .51 0 .0702 3 .37 0 .88 07127 12:15 AM 0 .0332 23 .08 0 .0514 2 .86 0 .82 07127 12:30 AM 0 .0351 24.38 0.0543 2.92 0.84 07127 12 :45 AM 0.0281 19 .54 0 .0435 2.99 0 .65 07127 01:00 AM 0.0793 55.10 0 .1228 4.60 1 .00 07127 01 :15AM 0.0360 24 .98 0 .0557 3 .54 0 .65 07127 01 :30 AM 0 .0200 13.90 0.0310 3.00 0 .46 07127 01 :45 AM 0 .0341 23.69 0 .0528 3.15 0 .73 07127 02 :00 AM 0 .0207 14 .34 0 .0320 3.78 0 .34 07127 02:15 AM 0 .0476 33.06 0.0737 3 .76 0.79 07127 02 :30 AM 0.0277 19.20 0.0428 2 .53 0.82 07127 02 :45 AM 0 .0344 23 .87 0 .0532 3 .08 0.76 07127 03 :00 AM 0 .0276 19 .15 0 .0427 2 .68 0 .75 07127 03 :15 AM 0 .0292 20 .26 0 .0451 3 .13 0 .63 07127 03 :30 AM 0.0181 12.59 0 .0281 3 .68 0.31 07127 03 :45 AM 0 .0245 17 .02 0 .0379 3 .30 0 .49 07127 04:00 AM 0 .0297 20 .61 0.0459 3.57 0.53 07 127 04 :15 AM 0.0225 15 .60 0 .0348 3.40 0 .43 07127 04 :30 AM 0.0302 20 .94 0 .0467 3 .35 0.59 07127 04:45 AM 0 .0161 11 .21 0 .0250 3.25 0 .33 07127 05 :00 AM 0.0433 30 .07 0.0670 3 .83 0.70 07127 05:15 AM 0 .0191 13 .25 0 .0295 3 .37 0.37 07127 05 :30 AM 0 .0515 35 .76 0 .0797 4 .13 0.75 07127 05 :45 AM 0 .0340 23.61 0 .0526 2 .77 0 .88 07127 06 :00 AM 0.0383 26 .57 0 .0592 2 .91 0 .92 07127 06 :15 AM 0 .0436 30 .30 0 .0675 3.28 0 .88 07127 06 :30 AM 0 .0511 35 .49 0 .0791 3.08 1.13 07127 06 :45 AM 0.1023 71.04 0 .1583 5 .50 1 .03 07 127 07 :00 AM 0 .0549 38 .13 0.0850 3 .07 1.22 07127 07 :15 AM 0 .0785 54 .53 0 .1215 3 .61 1 .38 07127 07:30 AM 0.0692 48 .04 0 .1070 2 .70 1.86 07127 07 :45 AM 0 .0553 38 .40 0.0855 2 .88 1 .35 07127 08 :00 AM 0 .0715 49 .63 0 .1106 3 .38 1 .38 07127 08 :15 AM 0.0480 33 .33 0.0743 2 .90 1 .16 07 127 08 :30 AM 0 .0638 44 .31 0 .0987 3 .19 1 .34 07127 08:45 AM 0 .0567 39 .39 0 .0878 3 .23 1 .17 07127 09 :00 AM 0 .0460 31 .97 0 .0712 2 .82 1 .16 07127 09 :15 AM 0 .0518 35 .95 0 .0801 2 .95 1 .22 07127 09 :30 AM 0 .0483 33 .57 0 .0748 3 .18 1 .02 07 127 09 :45 AM 0 .0495 34 .36 0 .0766 2 .83 1 .24 07127 10 :00 AM 0 .0342 23 .77 0 .0530 2 .40 1 .10 07127 10 :15 AM 0 .0562 38 .99 0.0869 2 .84 1 .40 07127 10 :30 AM 0 .0519 36.01 0.0802 2 .68 1.41 07127 10 :45 AM 0 .0568 39 .44 0 .0879 3 .09 1.25 07127 11 :00 AM 0 .0702 48 .72 0 .1085 3 .46 1.31 07127 11 :15 AM 0 .0391 27 .12 0 .0604 2 .65 1 .08 07127 11 :30 AM 0 .0372 25 .81 0.0575 2.63 1.04 07 127 11 :45 AM 0 .0384 26.69 0 .0595 2 .46 1 .19 07127 12 :00 PM 0 .0379 26 .31 0 .0586 2 .68 1.03 07 127 12 :15PM 0 .0410 28 .46 0.0634 2.51 1 .23 07127 12 :30 PM 0 .0360 25 .03 0.0558 2 .68 0 .98 07127 12 :45 PM 0.0653 45.35 0.1010 3.42 1.24 07127 01 :00 PM 0 .0324 22.48 0 .0501 2 .53 0 .96 07127 01 :15 PM 0 .0342 23.74 0 .0529 2.78 0 .88 Page 7 r. FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07127 01:30 PM 0.0643 44.63 0.0994 3.44 1.21 07127 01:45 PM 0.0562 39.05 0.0870 3.12 1.22 07127 02:00 PM 0.0472 32.81 0.0731 3.24 0.97 07127 02:15 PM 0.0678 47.07 0.1049 3.55 1.22 07127 02:30 PM 0.0336 23.34 0.0520 2.43 1.06 07127 02:45 PM 0.0601 41.71 0.0929 3.21 1.25 07127 03:00 PM 0.0495 34.40 0.0766 3.17 1.05 07127 03:15 PM 0.0619 42.95 0.0957 3.24 1.27 07127 03:30 PM 0.0598 41.51 0.0925 3.41 1.14 07127 03:45 PM 0.0447 31.06 0.0692 2.92 1.07 07127 04:00 PM 0.0457 31.70 0.0706 3.10 1.00 07127 04:15 PM 0.0394 27.37 0.0610 2.65 1.09 07127 04:30 PM 0.0537 37.28 0.0831 3.35 1.05 07127 04:45 PM 0.0458 31.83 0.0709 2.78 1.18 07127 05:00 PM 0.0508 35.26 0.0786 3.03 1.15 07127 05:15 PM 0.0727 50.47 0.1124 3.42 1.38 07127 05:30 PM 0.0656 45.54 0.1015 3.78 1.08 07127 05:45 PM 0.0484 33.60 0.0749 3.14 1.04 07127 06:00 PM 0.0984 68.36 0.1523 4.39 1.32 07127 06:15 PM 0.0564 39.19 0.0873 3.20 1.18 07127 06:30 PM 0.1060 73.61 0.1640 4.49 1.38 07127 06:45 PM 0.0926 64.28 0.1432 4.59 1.17 07127 07:00 PM 0.0714 49.60 0.1105 3.94 1.11 07127 07:15 PM 0.0672 46.67 0.1040 3.45 1.26 07127 07:30 PM 0.1085 75.35 0.1679 5.39 1.12 07127 07:45 PM 0.0849 58.94 0.1313 3.96 1.31 07127 08:00 PM 0.0940 65.28 0.1454 4.34 1.28 07127 08:15 PM 0.1070 74.31 0.1656 4.65 1.33 07127 08:30 PM 0.1006 69.86 0.1557 4.65 1.25 07127 08:45 PM 0.1082 75.14 0.1674 4.46 1.42 07127 09:00 PM 0.0538 37.33 0.0832 2.84 1.34 07127 09:15 PM 0.0629 43.65 0.0972 3.19 1.32 07127 09:30 PM 0.0828 57.50 0.1281 3.89 1.31 07127 09:45 PM 0.0441 30.59 0.0682 2.77 1.14 07127 10:00 PM 0.0976 67.76 0.1510 4.05 1.46 07127 10:15 PM 0.1064 73.89 0.1646 4.71 1.30 07127 10:30 PM 0.0790 54.86 0.1222 4.08 1.17 07127 10:45 PM 0.0446 30.96 0.0690 3.05 1.00 07127 11:00 PM 0.0556 38.63 0.0861 3.15 1.19 07127 11:15 PM 0.0773 53.68 0.1196 4.51 1.00 07127 11 :30 PM 0.0579 40.19 0.0895 3.53 1.05 07127 11:45 PM 0.0528 36.69 0.0818 3.17 1.12 07/28 12:00 AM 0.0477 33.09 0.0737 3.17 1.01 07/28 12:15 AM 0.0297 20.61 0.0459 3.57 0.53 07/28 12:30 AM 0.0415 28.83 0.0642 3.68 0.71 07/28 12:45 AM 0.0664 46.13 0.1028 5.01 0.75 07/28 01:00 AM 0.0619 42.98 0.0958 4.60 0.78 07/28 01 :15 AM 0.0243 16.84 0.0375 3.71 0.41 07/28 01:30 AM 0.0474 32.89 0.0733 4.47 0.62 07/28 01:45 AM 0.0124 8.59 0.0191 3.83 0.20 07/28 02:30 AM 0.0181 12.58 0.0280 3.38 0.35 07/28 03:30 AM 0.0374 25.94 0.0578 4.27 0.52 07/28 04:00 AM 0.0018 1.23 0.0027 1.57 0.11 07/28 05:15 AM 0.0131 9.06 0.0202 5.22 0.14 Page 8 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07 /28 05 :30 AM 0 .0173 12.03 0 .0268 3 .83 0.28 07 /28 05 :45 AM 0.0357 24 .82 0 .0553 2 .74 0 .94 07 /28 06 :00 AM 0.0356 24 .71 0 .0551 2 .90 0 .86 07 /28 06 :15 AM 0.1003 69.65 0.1552 4 .53 1.29 07/28 06 :30 AM 0 .1218 84 .58 0 .1885 5.38 1.26 07/28 06 :45 AM 0 .1091 75.76 0 .1688 4 .83 1.29 07/28 07 :00 AM 0.1809 125.63 0.2799 5.97 1.66 07/28 07 :15 AM 0 .0888 61.64 0 .1373 3.61 1 .56 07/28 07 :45 AM 0 .0922 64 .00 0.1426 3.83 1.49 07/28 08:00 AM 0.1032 71 .67 0 .1597 4.55 1 .32 07/28 08 :15 AM 0 .1320 91 .67 0 .2042 5 .15 1 .44 07 /28 08 :30 AM 0 .0643 44.62 0.0994 3.42 1.22 07 /28 08:45 AM 0.0775 53 .81 0 .1199 3 .95 1.20 07 /28 09 :00 AM 0.0751 52 .17 0 .1162 3 .63 1 .31 07/28 09 :15 AM 0.0713 49 .53 0 .1104 3 .68 1 .22 07 /28 09 :30 AM 0 .0671 46.63 0 .1039 3 .61 1 .1 8 07 /28 10 :00 AM 0 .0988 68 .63 0.1529 4 .15 1.43 07 /28 10:15 AM 0.0570 39 .55 0.0881 3.03 1.29 07/28 10:30 AM 0.0779 54 .11 0.1206 3 .99 1 .19 07/28 10:45 AM 0.0556 38.58 0 .0860 3 .55 1 .00 07 /28 11 :00 AM 0 .0598 41.53 0 .0925 3 .10 1 .31 07 /28 11 :15 AM 0 .0493 34 .24 0.0763 3.41 0 .94 07/28 11 :45 AM 0 .0334 23 .1 7 0 .0516 2 .28 1 .16 07 /28 12 :00 PM 0 .0445 30 .89 0.0688 2.74 1 .17 07 /28 12 :15PM 0 .0527 36 .57 0 .0815 3 .42 1 .00 07 /28 12 :45 PM 0 .0459 31 .86 0 .0710 3 .63 0 .80 07 /28 01 :00 PM 0 .0375 26 .04 0 .0580 3.24 0 .77 07 /28 01 :15PM 0 .0703 48 .85 0 .1088 4 .51 0 .91 07 /28 01 :30 PM 0 .0607 42 .17 0 .0939 3 .78 1.00 07 /28 01 :45 PM 0 .1331 92 .43 0 .2059 5.40 1 .37 07 /28 02 :00 PM 0.0774 53 .72 0 .1197 4.32 1 .06 07 /28 02 :30 PM 0 .0476 33 .06 0 .0736 3 .63 0 .83 07 /28 02 :45 PM 0 .0482 33 .44 0 .0745 3.57 0 .86 07 /28 03 :00 PM 0 .0497 34.53 0.0769 2 .97 1 .16 07 /28 03 :15 PM 0 .0420 29 .13 0 .0649 3.44 0 .79 07 /28 03 :30 PM 0 .0561 38 .94 0 .0868 3 .85 0 .90 MIN 0.0018 1 .23 0 .20 0 .05 MAX 0 .1809 125 .63 5 .97 1 .86 MEAN 0 .0418 29 .06 2 .81 1 .00 MODE 0 .0100 6 .94 2 .10 1 .00 Page 9 APPENDIX 3 Design Parameters SANITARY SEWER FLOW RATE CALCULATION:· Quality Suites Motel : 81 Room Motel: Assumption : 2 Occupants per room. / Usage : 50 gpd/person = 0.03472 gpm/person (ref. TNRCC Rules, ch 317, fig . 317.4(a). / Peaking Factor: 4.5 81 x 2 x 0.03472 x 4 .5 = 25 .3 gpm (peak flow) Flow In 8" Line M012-M017 ~~~~--.-~~~~~~~~~~~~......- Capacity @ y/D=0 .8 (gpm) 347 Existing Flow Additional Flow Quality Suites (gpm) (gpm) 128 .1 25 .3 Wheeler Subdivision Phase II : Remaining Capacity (gpm) 193 .6 Contribut ing flow as calculated in Sanitary Sewer Impact Study for Bert Wheelers Inc. 8.471 & 4 .242 acre Tracts , Kling Engineering & Surveying , August 07, 1997 . Flow In 8" Line M012-M017 ~~~~-.....~~~~~~~~~~~~......- Capacity @ y/D=0 .8 (gpm) 347 Existing Flow (128 .1 +25 .3) (gpm) 153.4 Additional Flow Wheeler Subd.11 (gpm) 116 Remaining Capacity (gpm) 77 .6 F/TfJflCC.. 1Z-IJL.5!> • ~ 311,4 / 30 TAC 317.4(a) Pagel of 1 ,,,. Daily Wastewater Flow -Wastewater Gallons Strength Source Remarks Per Person mg/LBOD5 Municipality Residential 100 200 Subdivision Residential 100 200 Trailer Park (Transient) 2 ~ persons per trailer 50 300 I Mobile Home Park I 3 persons per trailer 75 300 I School with Cafeteria I With Showers 20 300 I Without Showers 15 300 Recreational Parks I Overnight user 30 200 I Day user 5 100 Office Building or Factory Motel 20 I 300 50 r 300 Restaurant Per Meal 5 " 1000 ,, Hospital Per Bed 200 300 Nursing Home Per Bed 100 300 ,, 11: -" f'/TN~CC '2.ul..OS -~ zes.Yt ;. TABLE ill ~ INDIVIDUAL USAGE RATES IN ,, BUSINESSES/INSTITUTIONS This table may be used for estimating gallons of daily sewage flow per person to determine minimum tank capacity requirements, unless actual water usage data is available and has been carefully checked by the designer of the proposed system . TYPE OF ESTABLISHMENT GALLONS/PERSON/DAY I Airports (per passenger) 5 Apartment Houses 50 Boarding Schools I 50 Churches (per member) II 5 Country Clubs (per resident member) 100 Country Clubs (per non-resident member present) I 25 I I Day Care Centers (without kitchen) 15 I Day Care Centers (with kitchen) 25 I Drive-in Theaters (per car space) 5 Factories (gallons per person per shift, exclusive of industrial wastes I 20 I Hospitals 200 I Hotels 80 I Institutions other than Hospitals 100 Laundries Self-service (gallons per wash, i.e., per customer I 50 I Lounges (bar & tables) 10 I Mobile Homes 75 I Motels 50 I Movie Theaters (per auditorium seat) 5 Office Buildings* 15 Parks (without bathhouse) II 5 I Parks (with bathhouse) II 15 I Restaurants (24-hour full service) II 10 I /seat/day I / , Restaurants (breakfast/lunch or lunch/dinnerP 1[3 /seat/day ,/ Restaurants (fast food--paper plate service) l~I /seat/day I II I - SANITARY SEWER AVAILABILITY ANALYSIS FOR JOE'S CRAB SHACK Henton-Lincoln Subdivision -Lot 1 R REVIEWED FOli : COMPLIANCE AUG 1 8 1998 COLLEGt:. \::> ( h I iON ENGINEERING Richard Carter Survey, A-8 College Station, Brazos County, Texas July 30, 1998 DEVELOPED BY ---"'~'''' -~~ Oi-r~~'& Mr. David Scarmardo ;'r1. , •• ~--* ...... ;~ t ;:4:..:'J'· ~-~' ··f~~" 111 F .M . 2818 t.~:L ...... ~-~<L!'N"G..i~a2 Bryan , Texas 778os ~ B. J. • (409) 779 -7209 ···.\--·:. -... ·105_·~.· ~-~~FJ; ,~J -PREPARED BY: <g Kling Engineering & Surveying 4013 Texas Ave ., Suite 212 Bryan , Texas 77802 ( 409) 846-6212 PURPOSE: SANITARY SEWER AVAILABILITY ANALYSIS JOE'S CRAB SHACK Henton-Lincoln Subdivision -Lot 1 R Richard Carter Survey , A-8 College Station , Texas July 30 , 1998 The purpose of this report is to document design considerations for Joe's Crab Shack sanitary sewer flow rates in light of the existing area sanitary sewer system capacity . This is not a comprehens ive system analysis and only accounts for newly contributing flows due to the development of the subject property . This study is being conducted at the request of the City of College Station , Engineering Department as the result of a comment presented at the pre-development review of the Joe 's Crab Shack proposed site . The subject tract consists of approximately 2.5 acres of undeveloped land . Current development plans include a restaurant w ith seating for 268 patrons w ith associated parking and driveways (see Appendix 1 "General Location Map " for plat with site layout). Other sanitary sewer studies and analysis that have been conducted within the project specific area include : 1. Sanitary Sewer Analysis for Henton Subdivision & Two Lincoln Place Subdivision, M. L. Hammons, P. E., December 03 , 1993. 2 . Sanitary Sewer Impact Study for Bert Wheelers Inc.· 8.471 & 4 .242 acre Tracts , Kling Engineering & Surveying, August 07 , 1997 . 3. City of College Station Deve lopment Impacts on the Wastewater System Along University Drive , Camp Dresser & McKee , March 05 , 1998. PROPOSED CONDITIONS SANITARY SEWER LINE ANALYSIS: A proposed 8" sanitary sewer line w i ll begin at the southwest corner of the subject tract and be brought to the existing City manhole designated M004 on City of College Station wastewater map sheet 033B1 (refer to Appendix 2 for map of existing sanitary sewer system). The sanitary sewer line extending from manhole M004 is an 8" line wh ich continues through manhole MOO? located north of University Drive (MOO? on City of College Station wastewater map sheet 032B2. As documented in the Development Agreement that exists between W . Dow Hamm Corporation and the City of College Station , this 8" line will be upgraded to a 12" line from manhole M018 on City of College Station wastewater map sheet 033B1 through MOO?. System acceptability will therefore focus on the portion of the 811 line from M004 through M018 south of University Drive . The reader should refer to the Sanitary Sewer Impact Study for Bert Wheelers Inc., reference 2 above, prepared August 7 , 1997 and City of College Station Development Impacts on the Wastewater System Along University Drive, reference 3 above, prepared March 05 , 1998 for further detail on that portion of the existing sanitary sewer line downstream of M018 . APPENDICES 1) General Location Map (plat with proposed usage) 2) Existing Sanitary Sewer System a) System Map b) Flow Meter Results 3) Design Parameters DESIGN PARAMETERS : This analysis will establish design flows for Joe 's Crab Shack based on TNRCC design standards for restaurants serving lunch and dinner (see Appendix 3, "Design Parameters"). Table 1 PEAK FLOW ZONING USAGE AVE. FLOW (gpd/seat) PEAKING FACTOR (gpd/seat) (gpm/seat C-8 Bus/Comm Restaurant 35 4.5 Design flows for the subject property have been calculated as follows : Restaurant: Seating capacity of 268 Usage: 35 gpd/seat = 0 .024 gpm/seat (ref. TNRCC Rules, ch 285 .91, Table 3. Peaking Factor: 4 .5 gallons I min 268 seats x .024 x 4 .5 = 29 gpm seat EXISTING SYSTEM ACCEPTABILITY : 157.5 0.1 A flow meter was set in manhole M017 during the time period between 07/23/98 through 07 /28/98 to measure depth and velocities and compute a flow rate of the existing sanitary sewer flow. Upon review of the data , no correlation between depth, velocity or flow rate could be made . CONTRIBUTING FLOW CONSIDERATIONS : Comparative Check : According to information provided by the City of College Station, Engineering Department , the existing 8" line between manholes M018 and M024, on City of College Station wastewater map sheet 033B1 , has a full flow capacity of 345 .6 gpm with remaining capacity of 197.47 gpm (refer to Table 2 of reference 2 above). Calculation of how much contributing flow assigned to the portion of the 8" line M012-M017 is as follows . Existing flow in line M018-M024: 345.6 gpm -197 .5 gpm = 148 .1 gpm (-) Existing flow in line M030A-M018 : = 20 .0 gpm Existing flow in line M012-M017 : = 128 .1 gpm Additional Contributing Flow: The current contributing source for the existing sanitary sewer flows in line M012- M017 (C.O.C.S. wastewater map sheet 033B1) is the residential areas adjacent to and southeast of Lincoln drive . Additional flow from the 81 room Quality Suites motel development that has recently come on-line and the proposed Wheeler Subdivision Phase II Page 2 development as documented in the subdivision impact study, reference 2 , above will need to be considered in the system analysis . · Two line segments were analyzed to determine which section would be the limiting line segment in the existing sanitary sewer system . The segment with the minimum slope leaves manhole M003 (C.O.C .S. wastewater map sheet 03381) on a 0 .33% slope as documented in the sanitary sewer analysis for Henton & Two Lincoln Place subdivisions , reference 1 above . City of College Station design capacity for sanitary sewer lines is 80% of the full flow capacity . Using Manning's Equation, a capacity for the 8" line exiting 03381-M003 was computed to be 304 .5 gpm . (The following assumptions were used in the computation : 1) y/D=0 .8, where y is depth of flow and Dis line diameter) 2) Manning 's N = 0.013 The second segment analyzed was line M012-M017 on City of College Station wastewater map sheet 03381. This segment was analyzed due to the abovementioned additional sources downstream of M003 that contribute to the sanitary sewer flow. As documented in the sanitary sewer analysis for Henton & Two Lincoln Place subdivisions , reference 1 above , the existing slope on line M012-M017 is 0.43%. Using Manning 's Equation and the same design assumptions given above , a capacity for the 8" line M012-M017 was computed to be 347 gpm. The following table summarizes flows and capacities in the two line segments. Capacity Existing Quality Suites Wheel er Ph II Line @ y/D=0.8 Flow (gpm) (gpm} (gpm) (gp m) fl 03381-M003 304 .5 128.1 * - M012-M017 347.0 128 .1 * 25 .3** 116 *** * Existing flow based on estimated peak flow value ** Flow based on TNRCC design standards-see Appendix 3 for calculation *** Flow based on Sanitary Sewer Impact Study-see reference 2 above Table 3 Joe's Crab Remaining Shack Capacity (gpm} (gpm) 29** 147.4 29** 48 .6 The limiting line in the portion of the sanitary sewer system being analyzed is M012-M017 . CONCLUSIONS & RECOMMENDATIONS: It is shown using accepted design principles that the proposed Joe's Crab Shack restaurant can be provided sanitary sewer service via the existing 8" sanitary sewer line that extends from manhole M004 -M018 under present development conditions. Remaining capacity in the limiting 8" line M017-M018 would be 48 .6 gpm . Should the Wheeler Phase II subdivision develop under more intense conditions than assumed in the impact study for that tract, the existing 8" line may need revitalization . This line should be analyzed for each upstream development that would require additional sanitary sewer capacity. Page 3 APPENDIX 1 General Location Map APPENDIX. 2a Existing Sanitary Sewer System System Map APPROX. SCALE 1·~300· IIENTON '/lNCOLN _ ~ "-PROPOSED ~, 8" LI NE ~ ' ' 'a:i \ ~ -() ~, / / 0338 1-M017 / / / / / 8 MOOB M013 ' M029 --- / / / / / / / / MOS APPENDIX .2b Existing Sanitary Sewer System Flow Meter Results {Flow Meter Installed at Manhole M017 Shown on City of College Station Wastewater Map-Sheet 03381) A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07/23 01 :45 PM 0.0805 55 .87 0 .1245 4 .48 1.05 07/23 02 :00 PM 0 .0294 20 .39 0.0454 2.77 0.76 07/23 02 :15 PM 0.0397 27.59 0 .0615 2.88 0.97 07/23 02:30 PM 0 .0293 20.32 0.0453 2.92 0.70 07/23 02:45 PM 0 .0183 12 .69 0.0283 2.16 0.69 07/23 03:00 PM 0 .0384 26 .69 0.0595 2.46 1 .19 07/23 03:15 PM 0 .0236 16.40 0.0365 2.30 0.81 07/23 03:30 PM 0.0181 12.57 0.0280 1 .76 0.94 07/23 03 :45 PM 0.0369 25.65 0.0572 2.32 1.25 07/23 04:00 PM 0 .0296 20.58 0 .0458 2.21 1.08 07/23 04:15PM 0 .0300 20 .83 0 .0464 1.81 1 .11 07/23 04:30 PM 0 .0466 32.37 0.0721 2.86 1.15 07/23 04 :45 PM 0.0402 27.89 0.0621 2 .62 1.13 07/23 05 :00 PM 0.0276 19 .13 0 .0426 2 .34 0 .92 07/23 05 :15 PM 0 .0435 30.19 0.0673 2 .73 1 .15 07/23 05 :30 PM 0 .0460 31 .94 0 .0712 2 .74 1.21 07/23 05 :45 PM 0 .0345 23.95 0 .0534 2 .23 1.24 07/23 06 :00 PM 0 .0433 30 .03 0 .0669 2.56 1 .26 07/23 06:15 PM 0.0286 19 .87 0 .0443 2.47 0 .88 07/23 06 :30 PM 0 .0356 24.69 0 .0550 2.39 1.15 07/23 06 :45 PM 0 .0456 31 .69 0 .0706 2 .87 1.12 07/23 07 :00 PM 0 .0433 30 .10 0 .0671 2 .74 1 .14 07/23 07 :15 PM 0.0554 38.48 0.0857 2 .87 1.36 07/23 07:30 PM 0 .0553 38 .40 0.0855 2.97 1.29 07/23 07 :45 PM 0 .0381 26.47 0 .0590 2 .46 1 .18 07/23 08 :00 PM 0 .0338 23.48 0 .0523 2 .47 1 .04 07/23 08 :15 PM 0 .0414 28 .78 0.0641 2 .74 1 .09 07/23 08:30 PM 0 .0389 27.01 0.0602 2 .58 1.12 07/23 08:45 PM 0.0315 21.90 0 .0488 2 .47 0 .97 07/23 09:00 PM 0.0352 24.44 0 .0545 2.43 1 .11 07/23 09 :15 PM 0.0255 17 .71 0.0395 1 .96 1 .12 07/23 09 :30 PM 0 .0524 36.38 0 .0811 2 .82 1.32 07/23 09:45 PM 0 .0551 38 .28 0.0853 2.86 1 .36 07/23 10:00 PM 0 .0429 29.80 0 .0664 2 .66 1.18 07/23 10:15PM 0 .0335 23.26 0 .0518 2 .38 1 .09 07/23 10:30 PM 0 .0594 41.26 0 .0919 2 .95 1 .40 07/23 10:45 PM 0.0376 26 .13 0 .0582 2.48 1.15 07/23 11 :00 PM 0 .0574 39 .88 0 .0889 3 .00 1.32 07/23 11 :15 PM 0 .0402 27 .89 0.0621 2 .62 1.13 07/23 11 :30 PM 0 .0444 30 .84 0 .0687 2.87 1.09 07/23 11 :45 PM 0.0553 38 .37 0 .0855 3 .21 1 .15 07124 12:00 AM 0 .0455 31 .56 0 .0703 2.54 1 .34 07/24 12:15 AM 0 .0236 16 .37 0.0365 2 .97 0 .55 07/24 12:30 AM 0.0322 22 .38 0 .0499 2.44 1 .01 07/24 12 :45 AM 0 .0197 13 .69 0 .0305 2.46 0.61 07/24 01 :00 AM 0 .0051 3.56 0 .0079 2 .05 0 .21 07/24 01 :15AM 0 .0183 12 .67 0.0282 2 .39 0.59 07124 01 :30 AM 0.0298 20 .72 0 .0462 2 .93 0 .71 07/24 01 :45 AM 0 .0227 15 .73 0 .0350 2 .51 0 .68 07/24 02 :00 AM 0 .0127 8 .80 0.0196 2 .10 0 .50 07124 02 :15 AM 0 .0254 17 .62 0.0393 2.43 0 .80 07/24 02 :30 AM 0 .0138 9 .56 0 .0213 2 .34 0.46 07124 02 :45 AM 0.0056 3.90 0 .0087 2 .11 0 .22 07124 03 :00 AM 0 .0100 6 .94 0.0155 2 .23 0 .16 Page 1 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07124 03 :15 AM 0 .0100 6.94 0.0155 2 .11 0.12 07124 03 :30 AM 0 .0100 6 .94 0 .0155 1 .66 0.10 07/24 03 :45 AM 0 .0146 10.13 0.0226 2.43 0 .46 07124 04:00 AM 0.0200 13 .89 0 .0309 1 .47 0.41 07/24 04:15 AM 0.0222 15.41 0.0343 3.61 0.39 07/24 04:30 AM 0 .0200 13.89 0 .0309 1.50 0 .38 07124 04 :45 AM 0 .0100 6 .94 0 .0155 3 .67 0 .39 07/24 05:00 AM 0 .0100 6.94 0.0155 2.10 0.37 07/24 05 :15 AM 0.0087 6.03 0 .0134 2 .11 0 .34 07/24 05 :30 AM 0 .0200 13 .89 0 .0309 1.74 0.51 07/24 05:45 AM 0 .0175 12 .15 0.0271 2 .12 0.68 07/24 06 :00 AM 0 .0400 27.78 0.0619 2.25 0 .88 07/24 06:15 AM 0 .0602 41 .77 0 .0931 3 .08 1 .33 07/24 06 :30 AM 0 .0714 49 .58 0.1105 3.43 1 .35 07/24 06:45 AM 0.0593 41 .19 0 .0918 2 .99 1.37 07124 07:00 AM 0 .0711 49.36 0 .1100 2.98 1 .65 07/24 07:15 AM 0 .0440 30 .58 0 .0681 2 .44 1.38 07/24 07 :30 AM 0 .0589 40.88 0 .0911 2.85 1.46 07/24 07 :45 AM 0 .0589 40.88 0 .0911 2.89 1.43 07124 08 :00 AM 0 .0589 40.88 0.0911 2 .75 1.54 07/24 08 :15 AM 0 .0550 38 .17 0 .0850 2.76 1.43 07124 08 :30 AM 0 .0738 51 .28 0 .1142 3.22 1 .53 07/24 08 :45 AM 0.0302 20.97 0 .0467 2 .28 1.05 07/24 09 :00 AM 0.0410 28 .50 0 .0635 2 .54 1 .21 07/24 09 :15 AM 0.0343 23 .85 0 .0531 2 .31 1 .17 07/24 09 :30 AM 0 .0382 26.51 0 .0591 2.49 1 .16 07124 09 :45 AM 0 .0448 31 .08 0.0692 2.94 1.06 07/24 10:00 AM 0 .0429 29.80 0 .0664 2.66 1 .18 07/24 10:15 AM 0 .0437 30.35 0 .0676 2 .62 1.23 07124 10:30 AM 0 .0424 29.47 0 .0656 2.95 1.00 07124 10 :45 AM 0.0315 21 .84 0.0487 2 .37 1 .03 07/24 11 :00 AM 0 .0426 29 .56 0 .0659 2.52 1 .27 07124 11 :15 AM 0.0492 34 .17 0 .0761 2 .82 1 .24 07/24 11 :30AM 0 .0580 40 .24 0 .0897 3 .05 1 .30 07/24 11 :45 AM 0 .0478 33 .18 0 .0739 2 .75 1.25 07124 12:00 PM 0 .0298 20 .66 0.0460 2 .33 1.00 07/24 12:15 PM 0 .0339 23 .56 0.0525 2 .54 1 .00 07124 12:30 PM 0 .0659 45 .77 0 .1020 4.13 0 .96 07124 12:45 PM 0.0327 22 .72 0 .0506 2.53 0 .97 07124 01 :00 PM 0 .0496 34 .41 0 .0767 3.13 1.07 07/24 01 :15 PM 0 .0315 21 .84 0 .0487 3.49 0 .58 07124 01:30 PM 0 .0338 23.46 0.0523 2 .26 1 .19 07124 01 :45 PM 0.0311 21 .56 0 .0480 2 .55 0 .91 07/24 02:00 PM 0 .0437 30 .36 0 .0676 3 .01 1.00 07124 02 :15 PM 0 .0484 33.60 0 .0749 3 .10 1 .06 07124 02 :30 PM 0 .0279 19 .38 0 .0432 2 .28 0 .97 07/24 02 :45 PM 0 .0260 18 .02 0 .0402 2 .30 0 .89 07/24 03 :00 PM 0 .0408 ' 28 .34 0 .0631 2.49 1 .24 07/24 03 :15 PM 0 .0350 24 .29 0.0541 2.51 1.05 07/24 03 :30 PM 0 .0314 21 .83 0 .0486 2 .40 1 .01 07/24 03 :45 PM 0 .0237 16 .48 0 .0367 2 .08 0 .95 07/24 04 :00 PM 0 .0311 21 .56 0 .0480 2.55 0 .91 07/24 04:15 PM 0.0233 16.18 0 .0361 2 .16 0 .88 07/24 04 :30 PM 0 .0193 13.43 0.0299 2 .18 0 .72 Page 2 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07/24 04 :45 PM 0 .0219 15 .20 0 .0339 2.03 0.91 07/24 05 :00 PM 0 .0290 20 .15 0 .0449 2 .18 1 .08 07124 05 :15 PM 0 .0544 37 .80 0.0842 2 .85 1 .35 07/24 05 :30 PM 0 .0477 33.15 0.0738 2.84 1 .19 07/24 05 :45 PM 0 .0466 32 .39 0 .0722 2 .61 1.32 07/24 06 :00 PM 0 .0223 15 .49 0 .0345 2 .10 0 .88 07/24 06 :15 PM 0 .0392 27 .20 0 .0606 2.45 1 .22 07/24 06 :30 PM 0 .0372 25 .81 0.0575 2.58 1 .07 07/24 06 :45 PM 0 .0472 32.74 0 .0730 2 .59 1.35 07/24 07 :00 PM 0 .0301 20.92 0 .0466 2 .29 1.04 07/24 07 :15 PM 0 .0319 22 .13 0.0493 2 .47 0 .98 07/24 07 :30 PM 0 .0267 18 .54 0.0413 2 .23 0 .96 07/24 07 :45 PM 0.0252 17 .53 0 .0391 2.31 0.86 07124 08 :00 PM 0.0316 21 .97 0.0489 2 .41 1 .01 07/24 08 :15 PM 0 .0354 24 .60 0 .0548 2.44 1 .11 07124 08 :30 PM 0 .0287 19 .96 0 .0445 2 .34 0.96 07 124 08:45 PM 0 .0484 33 .58 0 .0748 2 .70 1 .30 07/24 09 :00 PM 0 .0352 24 .46 0 .0545 2 .31 1.20 07/24 09 :15 PM 0 .0240 16 .65 0 .0371 2 .20 0 .88 07/24 09 :30 PM 0 .0293 20 .33 0 .0453 2 .22 1.06 07/24 09 :45 PM 0 .0254 17 .65 0 .0393 2 .05 1 .04 07/24 10:00 PM 0 .0237 16.49 0 .0367 2 .17 0 .89 07/24 10 :15 PM 0 .0340 23 .63 0 .0526 2.39 1 .10 07/24 10 :30 PM 0 .0367 25 .51 0 .0568 2 .30 1.26 07/24 10 :45 PM 0 .0369 25 .60 0 .0570 2 .52 1 .10 07/24 11 :00 PM 0 .0232 16 .13 0 .0359 2.01 0 .98 07124 11 :15 PM 0 .0247 17 .15 0 .0382 2 .21 0 .90 07/24 11 :30 PM 0 .0321 22 .32 0.0497 2 .29 1 .11 07/24 11 :45 PM 0 .0359 24 .90 0 .0555 2.46 1.11 07/25 12:00 AM 0 .0255 17 .69 0 .0394 2 .24 0 .91 07/25 12:15AM 0 .0381 26 .46 0 .0589 2 .38 1.24 07/25 12:30 AM 0 .0255 17.73 0 .0395 2.44 0 .80 07/25 12:45 AM 0 .0268 18.62 0 .0415 2 .63 0 .75 07/25 01 :00 AM 0 .0145 10 .10 0 .0225 1 .90 0 .67 07/25 01:15AM 0 .0300 20 .83 0 .0464 1.87 0.16 07/25 01 :30 AM 0.0347 24 .11 0 .0537 2 .24 1 .24 07/25 01 :45 AM 0 .0136 9 .44 0 .0210 2 .09 0 .54 07/25 02 :00 AM 0 .0121 8 .38 0 .0187 1.87 0 .57 07/25 02 :15 AM 0 .0100 6 .94 0 .0155 1.66 0 .48 07/25 02 :30 AM 0 .0100 6 .94 0 .0155 3 .24 0 .05 07/25 02 :45 AM 0 .0079 5 .49 0 .0122 1.79 0.40 07/25 03 :00 AM 0 .0100 6 .94 0 .0155 3.09 0.38 07/25 03 :15 AM 0 .0100 6 .94 0 .0155 1 .65 0 .35 07/25 03 :30 AM 0 .0100 6 .94 0 .0155 1.30 0.36 07125 03 :45 AM 0 .0100 6 .94 0 .0155 1.43 0 .33 07/25 04 :00 AM 0 .0100 6 .94 0 .0155 2 .50 0 .30 07/25 04 :15 AM 0 .0100 6 .94 0 .0155 2 .31 0 .25 07/25 04 :30 AM 0 .0057 3 .93 0 .0088 2.12 0 .22 07/25 04 :45 AM 0 .0057 3 .93 0 .0088 1.74 0 .21 07/25 05 :00 AM 0 .0057 3 .93 0 .0088 1.49 0.28 07125 05:15 AM 0 .0057 3 .93 0 .0088 2 .27 0 .28 07/25 05:30 AM 0 .0085 5 .93 0 .0132 2 .17 0.32 07/25 05 :45 AM 0 .0085 5 .93 0 .0132 2.05 0 .39 07/25 06 :00 AM 0 .0085 5 .93 0.0132 2 .07 0.41 Pa g e 3 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07125 06 :15 AM 0 .0085 5 .93 0.0132 1 .52 0.49 07 125 06 :30 AM 0 .0127 8 .78 0.0196 2 .07 0 .51 07125 06 :45 AM 0.0235 16.32 0.0364 2 .65 0 .65 07125 07 :00 AM 0 .0383 26.56 0 .0592 2.63 1.07 07125 07 :15 AM 0 .0360 24 .99 0.0557 2.48 1.10 07125 07 :30 AM 0 .0319 22.16 0 .0494 2 .32 1 .08 07125 07 :45 AM 0 .0453 31.47 0 .0701 2 .60 1 .29 07 125 08 :00 AM 0 .0394 27 .35 0.0609 2.37 1.29 07 125 08 :15 AM 0 .0549 38 .13 0 .0849 2 .72 1 .46 07125 08 :30 AM 0 .0360 24.97 0 .0556 2.45 1.12 07125 08:45 AM 0 .0516 35.84 0 .0799 2 .71 1.38 07 125 09 :00 AM 0 .0649 45 .08 0 .1004 2 .95 1.53 07/25 09 :15 AM 0 .0483 33 .52 0.0747 2.58 1 .39 07/25 09 :30 AM 0 .0630 43 .75 0 .0975 3 .04 1.42 07/25 09 :45 AM 0.0596 41.40 0 .0922 2 .81 1 .51 07125 10 :00 AM 0 .0650 45 .17 0 .1006 2 .89 1.58 07/25 10:15 AM 0 .0387 26 .85 0 .0598 2 .39 1 .25 07 125 10:30 AM 0 .0378 26 .22 0 .0584 2 .26 1 .33 07/25 10:45 AM 0 .0301 20 .89 0 .0465 2 .18 1 .12 07/25 11 :00 AM 0 .0377 26 .15 0.0583 2 .29 1.30 07125 11 :15 AM 0 .0431 29 .92 0 .0667 2 .54 1 .27 07/25 11:30 AM 0 .0255 17.73 0 .0395 2 .11 1 .00 07125 11 :45 AM 0 .0421 29 .21 0 .0651 2 .45 1.31 07/25 12:00 PM 0.0508 35 .24 0 .0785 2 .68 1.38 07125 12:15 PM 0 .0302 20 .99 0 .0468 2 .15 1.15 07/25 12:30 PM 0 .0230 15 .98 0 .0356 2 .28 0 .80 07/25 12:45 PM 0.0384 26.65 0 .0594 2 .33 1 .29 07/25 01:00 PM 0 .0759 52.74 0 .1175 4 .04 1.14 07125 01 :15PM 0.0402 27 .89 0 .0621 2 .62 1.13 07/25 01 :30 PM 0 .0416 28 .90 0 .0644 2 .80 1 .06 07125 01 :45 PM 0 .0365 25 .35 0 .0565 2 .55 1.07 07125 02 :00 PM 0 .0532 36 .93 0.0823 2 .70 1 .43 07/25 02 :15 PM 0 .0442 30 .67 0 .0683 2.48 1 .35 07125 02 :30 PM 0 .0260 18 .07 0.0403 2 .02 1.09 07125 02 :45 PM 0 .0254 17 .63 0 .0393 1.83 1 .24 07125 03 :00 PM 0 .0411 28 .55 0.0636 2 .63 1 .15 07125 03 :15 PM 0 .0305 21 .17 0 .0472 2 .28 1 .06 07/25 03 :30 PM 0 .0208 14.42 0 .0321 2 .15 0 .79 07125 03 :45 PM 0.0449 3 1 .16 0 .0694 2 .89 1.09 07125 04 :00 PM 0 .0271 18 .83 0.0419 1 .87 1 .28 07125 04 :15 PM 0 .0384 26 .64 0 .0594 2.24 1 .37 07125 04 :30 PM 0 .0379 26 .29 0 .0586 2 .31 1 .29 07125 04 :45 PM 0 .0171 11 .84 0 .0264 1 .64 0 .99 07125 05 :00 PM 0 .0322 22 .34 0 .0498 2 .11 1 .26 07125 05 :15 PM 0 .0389 27 .01 0 .0602 2.40 1 .25 07 125 05 :30 PM 0 .0298 20 .67 0 .0460 2 .07 1 .20 07125 05 :45 PM 0 .0264 18 .33 0 .0408 1.97 1.15 07125 06 :00 PM 0 .0166 11 .53 0 .0257 1.75 0 .87 07125 06 :15 PM 0.0372 25 .80 0 .0575 2 .46 1 .15 07125 06 :30 PM 0.0224 15 .55 0 .0346 1 .89 1 .04 07125 06 :45 PM 0.0425 29 .53 0 .0658 2 .34 1 .42 07125 07 :00 PM 0 .0403 27 .99 0 .0624 2.26 1.42 07125 07:15 PM 0 .0308 2 1 .38 0 .0476 2 .05 1 .26 07125 07 :30 PM 0 .0269 18 .66 0 .0416 2 .10 1 .06 Pa g e 4 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07/25 07 :45 PM 0 .0270 18.77 0 .0418 2 .07 1.09 07125 08 :00 PM 0.0274 19 .05 0 .0424 2.03 1.14 07/25 08:30 PM 0 .0446 30 .94 0.0689 2 .95 1 .05 07125 08:45 PM 0.0443 30 .75 0 .0685 3.51 0.81 07125 09 :00 PM 0 .0215 14 .96 0.0333 1.79 1 .09 07125 09:15 PM 0 .0263 18 .26 0.0407 2 .32 0 .89 07125 09:30 PM 0 .0277 19 .22 0.0428 2 .09 1 .10 07125 09:45 PM 0 .0192 13.34 0.0297 1.98 0 .83 07125 10:00 PM 0.0379 26 .33 0.0587 2 .36 1.25 07125 10:15PM 0 .0427 29 .63 0.0660 2.76 1 .11 07125 10:30 PM 0 .0274 19 .00 0 .0423 1.92 1.24 07125 10:45 PM 0 .0223 15.49 0.0345 1 .73 1 .19 07125 11:00 PM 0.0246 17 .08 0 .0380 2.02 1.03 07125 11 :15 PM 0.0231 16 .01 0 .0357 1.95 1.02 07125 11 :30 PM 0 .0305 21.15 0 .0471 2 .25 1 .08 07/25 11 :45 PM 0 .0228 15 .81 0 .0352 2 .21 0.83 07/26 12 :00 AM 0.0243 16 .90 0.0376 2 .29 0 .84 07126 12:15 AM 0 .0237 16.44 0 .0366 1.89 1.10 07126 12:30 AM 0 .0237 16.44 0 .0366 2.50 1.09 07126 12:45 AM 0.0256 17.78 0 .0396 2 .10 1.01 07/26 01 :00 AM 0 .0177 12.30 0 .0274 1 .38 1.35 07/26 01 :15AM 0 .0203 14.08 0.0314 2.17 0 .76 07/26 01 :30 AM 0 .0251 17.42 0 .0388 2 .66 0.69 07126 01 :45 AM 0 .0197 13 .69 0 .0305 2 .70 0 .53 07/26 02 :00 AM 0 .0085 5 .87 0 .0131 1.60 0 .51 07/26 02:15 AM 0.0085 5 .87 0 .0131 1.74 0 .20 07/26 02 :30 AM 0 .0302 20 .97 0 .0467 2 .40 0 .97 07126 02 :45 AM 0 .0144 10 .01 0 .0223 2.56 0 .42 07/26 03 :00 AM 0 .0081 5 .62 0 .0125 2 .53 0.24 07126 03 :15 AM 0.0081 5.62 0 .0125 1 .53 0.16 07/26 03:30 AM 0.0125 8 .65 0.0193 2.00 0 .53 07/26 03 :45 AM 0 .0056 3 .87 0 .0086 2 .39 0.18 07126 04 :00 AM 0 .0056 3 .87 0 .0086 0.20 0 .21 07126 04 :15 AM 0 .0056 3.87 0 .0086 0.24 0 .16 07126 04:30 AM 0.0056 3 .87 0 .0086 2.63 0.17 07/26 04 :45 AM 0 .0056 3.87 0 .0086 0 .38 0 .16 07/26 05 :00 AM 0 .0056 3 .87 0 .0086 1.98 0 .18 07126 05:15 AM 0.0056 3 .87 0 .0086 2 .57 0 .22 07/26 05 :30 AM 0 .0056 3.87 0 .0086 1.94 0.35 07126 05 :45 AM 0 .0121 8.39 0 .0187 2 .28 0 .42 07/26 06 :15 AM 0 .0059 4 .09 0 .0091 3.26 0 .12 07126 07 :00 AM 0 .0273 18 .99 0 .0423 2 .79 0 .70 07/26 07 :15 AM 0 .0216 14.98 0 .0334 2.26 0 .76 07126 07:30 AM 0 .0279 19 .35 0 .0431 2 .41 0 .89 07/26 07 :45 AM 0 .0530 36 .83 0 .0821 3 .39 1.02 07/26 08 :00 AM 0 .0315 21 .88 0 .0488 2.26 1 .11 07/26 08 :15 AM 0 .0671 46 .62 0.1039 3 .19 1 .41 07/26 08 :30 AM 0 .0713 49 .53 0 .1104 3.05 1 .60 07126 08 :45 AM 0 .0660 45 .86 0 .1022 3.25 1.35 07/26 09 :00 AM 0.0572 39 .69 0 .0884 2.82 1.44 07/26 09 :15 AM 0.0325 22 .57 0 .0503 2 .18 1 .21 07/26 09 :30 AM 0.0796 55.25 0 .1231 3 .72 1.34 07126 09 :45 AM 0.0790 54 .89 0 .1223 3 .52 1.44 07126 10 :00 AM 0 .0381 26.45 0 .0589 2.69 1.03 Page 5 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07126 10:15 AM 0.0642 44.57 0.0993 2.84 1.60 07/26 10:30 AM 0.0625 43.41 0.0967 3.13 1.35 07126 10:45 AM 0.0329 22.83 0.0509 2.22 1.19 07/26 11:00AM 0.0689 47.87 0.1067 3.40 1.32 07/26 11 :15 AM 0.0648 44.97 0.1002 3.40 1.24 07/26 11:30 AM 0.1171 81.32 0.1812 4.87 1.37 07/26 11:45 AM 0.0416 28.90 0.0644 2.34 1.39 07126 12:00 PM 0.0426 29.56 0.0658 2.86 1.05 07/26 12:15 PM 0.0526 36.49 0.0813 2.90 1.27 07126 12:30 PM 0.0381 26.47 0.0590 2.64 1.06 07/26 12:45 PM 0.0716 49.73 0.1108 3.69 1.22 07/26 01:00 PM 0.0504 35.01 0.0780 3.23 1.04 07126 01:15PM 0.0410 28.44 0.0634 2.77 1.06 07126 01:30 PM 0.0461 32.01 0.0713 2.89 1.12 07126 01:45 PM 0.0369 25.63 0.0571 3.02 0.84 07/26 02:00 PM 0.0358 24.83 0.0553 2.47 1.10 07/26 02:15 PM 0.0483 33.55 0.0747 2.93 1.15 07126 02:30 PM 0.0423 29.37 0.0654 2.62 1.19 07/26 02:45 PM 0.0359 24.90 0.0555 2.30 1.23 07/26 03:00 PM 0.0493 34.23 0.0763 3.36 0.96 07126 03:15 PM 0.0571 39.63 0.0883 3.05 1.28 07/26 03:30 PM 0.0638 44.30 0.0987 3.59 1.13 07126 03:45 PM 0.0407 28.28 0.0630 2.85 1.01 07/26 04:00 PM 0.0335 23.24 0.0518 2.10 1.32 07/26 04:15 PM 0.0472 32.76 0.0730 2.85 1.17 07/26 04:30 PM 0.0529 36.76 0.0819 2.93 1.26 07/26 04:45 PM 0.0231 16.03 0.0357 1.94 1.03 07/26 05:00 PM 0.0368 25.58 0.0570 2.34 1.23 07126 05:30 PM 0.0397 27.56 0.0614 2.54 1.17 07/26 05:45 PM 0.0351 24.35 0.0543 2.58 1.01 07/26 06:00 PM 0.0664 46.13 0.1028 3.79 1.09 07/26 06:15 PM 0.0330 22.90 0.0510 2.43 1.04 07/26 06:30 PM 0.0406 28.20 0.0628 2.72 1.08 07/26 06:45 PM 0.0471 32.74 0.0729 2.74 1.24 07/26 07:00 PM 0.0590 41.00 0.0913 3.36 1.15 07126 07:15 PM 0.0780 54.15 0.1207 3.81 1.27 07/26 07:30 PM 0.0328 22.75 0.0507 2.36 1.08 07126 07:45 PM 0.0308 21.38 0.0476 2.20 1.13 07/26 08:00 PM 0.0539 37.44 0.0834 3.12 1.17 07/26 08:15 PM 0.0508 35.29 0.0786 3.05 1.14 07126 08:30 PM 0.0798 55.44 0.1235 3.58 1.42 07126 08:45 PM 0.0437 30.35 0.0676 2.62 1.23 07/26 09:00 PM 0.0279 19.40 0.0432 2.02 1.17 07126 09:15 PM 0.0502 34.89 0.0777 3.31 1.00 07/26 09:30 PM 0.0623 43.29 0.0965 2.99 1.44 07/26 09:45 PM 0.0618 42.89 0.0956 3.12 1.34 07/26 10:00 PM 0.0540 37.47 0.0835 3.34 1.06 07/26 10:15PM 0.0565 39.24 0.0874 4.00 0.86 07126 10:30 PM 0.0531 36.88 0.0822 2.86 1.31 07126 10:45 PM 0.0472 32.76 0.0730 2.63 1.32 07126 11:00 PM 0.0528 36.69 0.0818 3.17 1.12 07/26 11:15 PM 0.0307 21.33 0.0475 2.21 1.12 07/26 11:30 PM 0.0450 31.26 0.0697 3.05 1.01 07/26 11:45 PM 0.0373 25.92 0.0578 2.44 1.17 Page 6 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07127 12 :00 AM 0 .0454 31 .51 0 .0702 3 .37 0.88 07127 12:15 AM 0.0332 23.08 0 .0514 2 .86 0.82 07127 12 :30 AM 0.0351 24 .38 0 .0543 2.92 0.84 07127 12:45 AM 0 .0281 19.54 0.0435 2.99 0 .65 07127 01 :00 AM 0 .0793 55 .10 0 .1228 4.60 1.00 07127 01:15 AM 0 .0360 24.98 0.0557 3.54 0 .65 07127 01 :30 AM 0 .0200 13 .90 0.0310 3 .00 0.46 07127 01 :45 AM 0.0341 23.69 0 .0528 3 .15 0 .73 07127 02:00 AM 0 .0207 14 .34 0.0320 3.78 0 .34 07127 02 :15 AM 0 .0476 33 .06 0.0737 3.76 0.79 07127 02 :30 AM 0 .0277 19.20 0 .0428 2.53 0 .82 07127 02 :45 AM 0 .0344 23 .87 0.0532 3 .08 0.76 07127 03 :00 AM 0 .0276 19 .15 0 .0427 2 .68 0 .75 07127 03 :15 AM 0 .0292 20 .26 0 .0451 3.13 0 .63 07127 03 :30 AM 0 .0181 12 .59 0 .0281 3 .68 0.31 07127 03:45 AM 0 .0245 17 .02 0 .0379 3 .30 0 .49 07127 04 :00 AM 0 .0297 20 .61 0 .0459 3 .57 0 .53 07127 04 :15 AM 0.0225 15 .60 0 .0348 3 .40 0 .43 07127 04 :30 AM 0 .0302 20.94 0.0467 3 .35 0 .59 07127 04 :45 AM 0.0161 11 .21 0.0250 3.25 0 .33 07127 05 :00 AM 0.0433 30 .07 0.0670 3 .83 0.70 07127 05 :15 AM 0 .0191 13 .25 0 .0295 3 .37 0 .37 07127 05 :30 AM 0 .0515 35 .76 0 .0797 4.13 0.75 07127 05 :45 AM 0.0340 23 .61 0 .0526 2 .77 0.88 07127 06 :00 AM 0 .0383 26 .57 0 .0592 2 .91 0 .92 07127 06 :15 AM 0.0436 30.30 0 .0675 3 .28 0 .88 07127 06 :30 AM 0 .0511 35.49 0 .0791 3.08 1 .13 07127 06 :45 AM 0 .1023 71 .04 0.1583 5.50 1.03 07127 07 :00 AM 0.0549 38.13 0 .0850 3 .07 1 .22 07127 07 :15 AM 0 .0785 54.53 0.1215 3 .61 1 .38 07127 07 :30 AM 0 .0692 48.04 0 .1070 2 .70 1.86 07127 07 :45 AM 0 .0553 38.40 0 .0855 2.88 1 .35 07127 08 :00 AM 0 .0715 49 .63 0.1106 3 .38 1 .38 07127 08 :15 AM 0 .0480 33 .33 0.0743 2.90 1.16 07127 08 :30 AM 0 .0638 44.31 0 .0987 3 .19 1 .34 07127 08 :45 AM 0 .0567 39 .39 0 .0878 3 .23 1 .17 07127 09 :00 AM 0 .0460 31 .97 0 .0712 2 .82 1 .16 07127 09 :15 AM 0.0518 35 .95 0 .0801 2 .95 1 .22 07127 09 :30 AM 0 .0483 33 .57 0 .0748 3.18 1 .02 07127 09 :45 AM 0 .0495 34 .36 0 .0766 2 .83 1 .24 07127 10 :00 AM 0 .0342 23 .77 0 .0530 2 .40 1 .10 07127 10 :15AM 0 .0562 38 .99 0 .0869 2 .84 1 .40 07127 10 :30 AM 0.0519 36 .01 0.0802 2 .68 1.41 07127 10:45 AM 0 .0568 39 .44 0 .0879 3 .09 1.25 07127 11 :00 AM 0.0702 48 .72 0 .1085 3 .46 1 .31 07127 11 :15AM 0 .0391 27 .12 0 .0604 2.65 1 .08 07127 11 :30 AM 0 .0372 25.81 0 .0575 2.63 1 .04 07127 11 :45 AM 0 .0384 26 .69 0 .0595 2.46 1.19 07127 12 :00 PM 0 .0379 26 .31 0 .0586 2 .68 1 .03 07127 12 :15 PM 0 .0410 28 .46 0 .0634 2 .51 1.23 07127 12:30 PM 0 .0360 25 .03 0 .0558 2.68 0 .98 07127 12:45 PM 0 .0653 45 .35 0 .1010 3.42 1 .24 07127 01 :00 PM 0 .0324 22.48 0 .0501 2 .53 0 .96 07127 01:15PM 0.0342 23.74 0 .0529 2.78 0 .88 Page 7 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07127 01:30 PM 0.0643 44 .63 0.0994 3.44 1 .21 07127 01 :45 PM 0 .0562 39.05 0 .0870 3 .12 1.22 07127 02 :00 PM 0 .0472 32.81 0 .0731 3 .24 0 .97 07127 02 :15 PM 0 .0678 47 .07 0 .1049 3 .55 1 .22 07127 02:30 PM 0 .0336 23 .34 0 .0520 2 .43 1 .06 07127 02 :45 PM 0.0601 41 .71 0.0929 3 .21 1 .25 07127 03 :00 PM 0 .0495 34.40 0 .0766 3 .17 1 .05 07127 03 :15 PM 0 .0619 42 .95 0 .0957 3 .24 1.27 07127 03:30 PM 0 .0598 41 .51 0 .0925 3.41 1 .14 07127 03 :45 PM 0 .0447 31 .06 0.0692 2 .92 1.07 07127 04 :00 PM 0 .0457 31 .70 0.0706 3 .10 1.00 07127 04 :15PM 0 .0394 27 .37 0 .0610 2.65 1.09 07127 04:30 PM 0 .0537 37 .28 0 .0831 3.35 1 .05 07127 04 :45 PM 0 .0458 31.83 0 .0709 2.78 1.18 07127 05 :00 PM 0 .0508 35.26 0 .0786 3.03 1.15 07127 05 :15 PM 0.0727 50 .47 0 .1124 3 .42 1 .38 07127 05 :30 PM 0.0656 45.54 0 .1015 3 .78 1 .08 07127 05 :45 PM 0 .0484 33.60 0 .0749 3 .14 1 .04 07127 06 :00 PM 0 .0984 68.36 0 .1523 4 .39 1.32 07127 06 :15PM 0.0564 39 .19 0 .0873 3.20 1 .18 07127 06 :30 PM 0 .1060 73 .61 0 .1640 4.49 1 .38 07127 06 :45 PM 0.0926 64 .28 0 .1432 4.59 1 .17 07127 07 :00 PM 0.0714 49.60 0 .1105 3 .94 1 .11 07127 07 :15 PM 0.0672 46 .67 0 .1040 3.45 1 .26 07127 07:30 PM 0 .1085 75.35 0 .1679 5 .39 1 .12 07127 07 :45 PM 0 .0849 58 .94 0 .1313 3 .96 1 .31 07127 08 :00 PM 0.0940 65.28 0 .1454 4.34 1.28 07127 08 :15 PM 0 .1070 74 .31 0 .1656 4 .65 1.33 07127 08 :30 PM 0 .1006 69 .86 0 .1557 4 .65 1 .25 07127 08:45 PM 0.1082 75 .14 0 .1674 4.46 1.42 07127 09 :00 PM 0 .0538 37.33 0 .0832 2 .84 1.34 07127 09 :15 PM 0 .0629 43 .65 0 .0972 3.19 1 .32 07127 09 :30 PM 0 .0828 57 .50 0 .1281 3 .89 1 .31 07127 09 :45 PM 0 .0441 30 .59 0.0682 2 .77 1 .14 07127 10:00 PM 0.0976 67 .76 0 .1510 4 .05 1.46 07127 10:15 PM 0 .1064 73.89 0 .1646 4.71 1 .30 07127 10:30 PM 0 .0790 54 .86 0 .1222 4 .08 1 .17 07127 10:45 PM 0 .0446 30.96 0.0690 3.05 1 .00 07127 11:00 PM 0.0556 38.63 0 .0861 3.15 1 .19 07127 11 :15 PM 0 .0773 53 .68 0.1196 4.51 1.00 07127 11 :30 PM 0.0579 40 .19 0 .0895 3 .53 1 .05 07127 11 :45 PM 0 .0528 36 .69 0 .0818 3.17 1.12 07/28 12:00 AM 0 .0477 33 .09 0.0737 3 .17 1 .01 07/28 12:15AM 0 .0297 20 .61 0 .0459 3.57 0 .53 07/28 12:30 AM 0 .0415 28.83 0 .0642 3.68 0 .71 07/28 12:45 AM 0 .0664 46.13 0 .1028 5.01 0.75 07/28 01 :00 AM 0.0619 42 .98 0 .0958 4.60 0 .78 07/28 01 :15 AM 0 .0243 16 .84 0 .0375 3 .71 0.41 07/28 01 :30 AM 0 .0474 32 .89 0 .0733 4.47 0.62 07/28 01 :45 AM 0.0124 8 .59 0.0191 3.83 0 .20 07/28 02 :30 AM 0 .0181 12 .58 0 .0280 3 .38 0 .35 07/28 03 :30 AM 0 .0374 25 .94 0 .0578 4 .27 0 .52 07/28 04 :00 AM 0 .0018 1.23 0 .0027 1.57 0 .11 07/28 05 :15 AM 0 .0131 9 .06 0 .0202 5 .22 0.14 Page 8 A FLOW FLOW FLOW LEVEL VELOCITY DATE TIME MGD GPM CFS INCHES FPS 07/28 05 :30 AM 0 .0173 12 .03 0 .0268 3 .83 0 .28 07/28 05 :45 AM 0 .0357 24 .82 0 .0553 2 .74 0 .94 07/28 06 :00 AM 0 .0356 24 .71 0 .0551 2 .90 0 .86 07/28 06 :15 AM 0.1003 69 .65 0 .1552 4 .53 1 .29 07/28 06 :30 AM 0 .1218 84 .58 0 .1885 5 .38 1 .26 07/28 06:45 AM 0 .1091 75.76 0.1688 4 .83 1 .29 07/28 07:00 AM 0 .1809 125 .63 0 .2799 5.97 1 .66 07/28 07 :15 AM 0.0888 61.64 0.1373 3 .61 1 .56 07/28 07 :45 AM 0 .0922 64 .00 0 .1426 3.83 1 .49 07/28 08 :00 AM 0.1032 71 .67 0 .1597 4 .55 1 .32 07/28 08 :15 AM 0 .1320 91 .67 0 .2042 5.15 1.44 07/28 08 :30 AM 0 .0643 44.62 0.0994 3.42 1 .22 07/28 08:45 AM 0.0775 53 .81 0.1199 3 .95 1 .20 07128 09 :00 AM 0 .0751 52 .17 0.1162 3 .63 1 .31 07128 09 :15 AM 0 .0713 49 .53 0 .1104 3 .68 1 .22 07128 09 :30 AM 0 .0671 46 .63 0 .1039 3 .61 1 .18 07/28 10:00 AM 0 .0988 68 .63 0 .1529 4 .15 1 .43 07/28 10:15AM 0.0570 39.55 0 .0881 3.03 1.29 07/28 10 :30 AM 0 .0779 54 .11 0 .1206 3 .99 1 .19 07128 10:45 AM 0 .0556 38 .58 0 .0860 3 .55 1 .00 07/28 11 :00 AM 0 .0598 41 .53 0 .0925 3 .10 1 .31 07/28 11 :15 AM 0 .0493 34 .24 0 .0763 3.41 0 .94 07/28 11 :45 AM 0 .0334 23 .17 0 .0516 2 .28 1 .16 07 128 12:00 PM 0 .0445 30 .89 0 .0688 2 .74 1 .17 07/28 12 :15 PM 0 .0527 36 .57 0 .0815 3 .42 1.00 07/28 12 :45 PM 0 .0459 31.86 0 .0710 3 .63 0.80 07/28 01 :00 PM 0 .0375 26 .04 0 .0580 3.24 0 .77 07/28 01 :15 PM 0 .0703 48 .85 0 .1088 4 .51 0 .91 07/28 01 :30 PM 0 .0607 42.17 0 .0939 3 .78 1 .00 07/28 01 :45 PM 0 .1331 92 .43 0 .2059 5.40 1.37 07128 02 :00 PM 0.0774 53 .72 0 .1197 4.32 1.06 07/28 02:30 PM 0.0476 33 .06 0.0736 3.63 0 .83 07128 02 :45 PM 0 .0482 33.44 0 .0745 3 .57 0 .86 07128 03 :00 PM 0 .0497 34 .53 0 .0769 2 .97 1 .16 07/28 03 :15 PM 0 .0420 29 .13 0.0649 3 .44 0.79 07128 03 :30 PM 0.0561 38 .94 0 .0868 3 .85 0 .90 MIN 0 .0018 1 .23 0.20 0 .05 MAX 0 .1809 125 .63 5.97 1.86 MEAN 0 .0418 29 .06 2 .81 1 .00 MODE 0 .0100 6.94 2 .10 1.00 Pag e 9 APPENDIX 3 Design Parameters SANITARY SEWER FLOW RATE CALCULATION:· Quality Suites Motel : 81 Room Motel: Assumption: 2 Occupants per room . Usage : 50 gpd/person = 0.03472 gpm/person (ref. TNRCC Rules , ch 317 , fig . 317.4(a). Peaking Factor: 4.5 81 x 2 x 0.03472 x 4 .5 = 25 .3 gpm (peak flow) Flow In 8" Line M012-M017 Capacity Existing Flow Additional Flow Remaining @ y/D=0.8 Quality Suites Capacity (gpm) (gpm) (gpm) (gpm) 347 128 .1 25 .3 193 .6 Wheeler Subdivision Phase II : Contributing flow as calculated in Sanitary Sewer Impact Study for Bert Wheelers Inc. 8.471 & 4.242 acre Tracts, Kling Engineering & Surveying, August 07, 1997. Flow In 8" Line M012-M017 Capacity Existing Flow Additional Flow Remaining @ y/D=0 .8 (128 .1+25 .3) Wheeler Subd.11 Capacity (gpm) (gpm) (gpm) (gpm) 347 153.4 116 77 .6 Project Description Project File Worksheet Flow Element Method Solve For Constant Data Table Rating Table for Circular Channel e :\haestad\pi\landrys\sanswr\ssm 12m 17.fm2 8" SANITARY SEWER Circular Channel Manning's Formula Discharge Mannings Coefficient Depth 0.013 6.40 in 8.00 in Diameter Input Data Channel Slope Rating Table 08/03/98 09 :25:32AM Channel Slope (ft/ft) 0.003300 0 .004300 Minimum Maximum Increment 0.003300 0.004300 0.001000 tuft Discharge Velocity (gal/min) (tus) 304 .5 2 .27 347 .6 2 .59 Haestad M ethods , Inc. 37 Brookside Road Wate rbu ry , CT 06708 (203) 755-1666 FlowMaster v5.12 Page 1 o f 1 7 30 TAC 317.4(a) Page 1of1 / Daily Wastewater Flow -Wastewater Gallons Strength I Source I Remarks Per Person mg/LBOD5 I Municipality I Residential 100 200 I Subdivision I Residential 100 200 Trailer Park (Transient) 2 Y2 persons per 50 300 trailer I Mobile Home Park I 3 persons per trailer 75 300 I School with Cafeteria I With Showers 20 300 I Without Showers 15 300 I Recreational Parks I Overnight user 30 200 I Day user 5 100 Office Building or I 20 300 Factory I Motel I 50 300 I Restaurant I Per Meal I s .. 1000 ' I Hospital I Per Bed I 200 300 I Nursing Home I Per Bed I 100 300 I ffT/'UZCC eul.45S -~ Z£3S.71 TABLE ID INDIVIDUAL USAGE RATES IN I BUSINESSES/INSTITUTIONS This table may be used for estimating gallons of daily sewage flow per person to determine minimum tank I capacity requirements, unless actual water usage data is available and has been carefully checked by the designer of the proposed system. I TYPE OF ESTABLISHMENT II GALLONS/PERSON/DA y I Airports (per passenger) 5 I Apartment Houses 50 I I Boarding Schools 50 I Churches (per member) 5 I r Country Clubs (per resident member) 100 I - Country Clubs (per non-resident member present) I~ L I Day Care Centers (without kitchen) 15 I c I Day Care Centers (with kitchen) ~ I Drive-in Theaters (per car space) 5 c Factories (gallons per person per shift, exclusive of industrial wastes I 20 I Hospitals I 200 -L I Hotels II 80 r' I Institutions other than Hospitals I 100 -I Laundries Self-service (gallons per wash, i.e., per customer 50 I Lounges (bar & tables) 10 L Mobile Homes ~ Motels 50 I r Movie Theaters (per auditorium seat) 5 I Office Buildings* I 15 I ~Parks (without bathhouse) I 5 Parks (with bathhouse) II 15 rl Restaurants (24-hour full service) II 70 /seat/day I . Restaurants (breakfast/lunch or lunch/dinnerP II 35 /seat/day I J Restaurants (fast food--paper plate service) II 15 /seat/day I L II