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Home My WebLink About36 Development Permit 494 Greensworld Phase Fill PermitKLING ENGINEERING AND SURVEYING 4103 Texas Avenue, S.~te 12 Bryan , Texas 77802 l 1 TO ATTENTION WE TRANSMIT : D Under Separate Cover ~losed VIA: DMail ~ssenger D Federal Express D Express Mail D Special Courier D Picked Up By Your Office NO. 2 Do..tt..,~.r: /\ I !Li. ....... -~~ I ·- Consulting Engineers • Land Surveyors Tel. ( 409) 846-6212 Fax (409) 846-8252 THE FOLLOWING : D Prints DCopies D Originals DPlat D Field Notes D Plans D Report D Estimate D Cut Sheets D Computer Printout D File DATE PROJECT NO. PRO J ECT NAME REFERENC E D Contract ,;f rtJ P.P.P -f fl-P~.,,~ f:r /'-(TV ~ ~ *'.llr11l> "( /V"t1 t( ti' l>A~ > '\ DE SCRIPT IO N y".2_ -n-JI. 7 -""'t:/)"Jt ·--,._.n~ ~ (~1o0-) l~~P:. ~ .. <RZ .. ~~ -·,;.,.,o,,,~ r 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 Requested By : D Please Acknowledge Receipt of Enclosures D Please Return Enclosures To Us D Copies Of This Letter Of Transmittal Sent To : If Enclosures Are Not As Noted , Please Notify Us At Once . Signed /~L Figure xn Application Form Development Permit Inside/Outside Established Flood Hazard Areas City of College Station, Texas (re: Ordinance No. 1728) 2.94 Ac. Tr. (proposed Greensworld Phase 3 Subd.) out of the Regency Parkway Inc. Site Legal Description: 5.05 Ac. Tr. (Vol. 1219, Pg. 280) & remainder of the Davis/Scarmardo Const. Co. 34.13 Acre Tract (Vol. 1082, Pg. '337). Site Address: ___ __. ........ ..._ __________________________ _ Owner: Regency Parkway, Inc. Architect/ Engineer: Kling Engineering & Surveying Contractor: __ _....._N .... l .... A.___ ____________ _ 1005 E. Bypass Address: College Station, TX 77840 Telephone No.: (409)696-3749 4103 Texas Ave. Ste. 212 Address: Bryan, TX TI802 Telephone No.: (409)846-6212 Address: ------------Telephone No.: _________ _ Date Application Filed: ______________ Approved: ___________ _ Application is hereby made for the following specific waterway alterations: Placement of the fill on the flooclway fringe to reclaim floodplain and recompaction of proposed buUding pad to 95% Std. Proctor (ASTM D 698 ). Attached as part of this application: 181 Application Fee 181 Signed Certificate 181 Site and Construction Plans , with supporting documentation: two (2) copies of each 0 Other: -----------------~ ACKNQWLEDGEMENTS: I, Michael K. Davis , as owner, hereby acknowledge or affirm that: The above Drainage Plan and supporting documents complies with the requirements of Ordinance No . 1728, and 'o1{r'7 ~ -=D"'"""e_v....,el .... o_pe_r __________________ Date Contractor Date Page 1of2 Figure XII Continued CERTIFICATIONS: A. I, certify that any nonresidential structure on or proposed to be on this site as part of this application meets flood-proofing requirements as set out in Section of Ordinance No . 1728 Architect/Engineer Date B. I, certify that the finished floor level of the lowest floor, including any basement, of any residential structure as part of this application is or proposed to be at or above the base flood elevation as established in the latest Federal Insurance Administration flood hazard study and maps, as amended. Architect/Engineer Date C. I, B · J · Kling certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the adjoining waterway or crossing this permitted site and that such alterations or development are consistent with requirements concerning encroachments of floodways and of floodway fringes as illustrated in the latest Fede l Insurance Study. Date D. I, do certify that any alterations, addressed in Certification "D" do not raise the level of 100-year flood as referred to Certification "B". Architect/Engineer Date REVIEWED FOR APPROVAL: ---------=---..,.......,....,...-.,.-,,-...,..-.,.----~ Floodplain Administrator Date APPROVAL: Special conditions or comments as part of approval:-------------------- Page 2of2 formsldpopp.doc 11/91 Figure XII Application Form Development Permit Inside/Outside :&tablished Flood Hazard Areas City of College Station, Texas (re: Ordinance No. 1728) 2.94 Ac. Tr. (proposed Greensworld Phase 3 Subd.) out of the Regency Parkway Inc. Site Legal Description: 5.05 Ac. Tr. (Vol. 1219, Pg. 280) & remainder of the Davis/Scarmardo Const. Co. 34.13 Acre Tract (Vol. 1082, Pg. '337). Site Address=----~---------------------------- Owner: Regency Parkway, Inc. Architect/ Engineer: Kling Engineering & Surveying Contractor: __ --o.;u...o....1'--------------- 1005 E. Bypass Address: College Station, TX 77840 Telephone No.: (409)696-3749 4103 Texas Ave. Ste. 212 Address: Bryan, TX 77802 Telephone No.: (409)846-6212 Address: ------------Telephone No.: _________ _ Date Application Filed: ______________ Approved: ___________ _ Application is hereby made for the following specific waterway alterations: Placement of the fill on the floodway fringe to reclaim floodplain and recompaction of proposed building pad to 95 % Std : Proctor (ASTM D .6 98 .)_._ Attached as part of this application: 181 Application Fee 181 Signed Certificate 181 Site and Construction Plans, with supporting documentation: two (2) copies of each D · Other: ------------------ ACKNOWLEDGEMENTS: I, Michael K. Davis , as owner, hereby acknowledge or affirm that: The above Drainage Plan and supporting documents complies with the requirements of Ordinance No. 1728 , and ~~ ({? ~~ J D . ______........11J __ //o,..,..___1 '1_z ___ _ o~c;~~~~Date 7 r · ~ ( Developer Date ~ ....,.C.,...o-n-tr-ac_t_o_r __________________ Date Page 1of2 Figure XII Continued CERTIFICATIONS : A. I, certify that any nonresidential structure on or proposed to be on this site as part of this application meets flood-proofing requirements as set out in Section of Ordinance No. 1728 Architect/Engineer Date .. B. I, certify that the finished floor level of the lowest floor, including any basement, of any residential structure as part of this application is or proposed to be at or above the base flood elevation as established in the latest Federal Insurance Administration flood hazard study and maps, as amended. Architect/Engineer Date C. I, B. J. Klin g certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the adjoining waterway or crossing this permitted site and that such alterations or development are consistent with requirements concerning encroachments of floodways and of floodway fringes as illustrated in th latest Fed l Insurance Study. /Q,-t 0"1'7 Date D. I, do certify that any alterations, addressed in Certification "D" do not raise the level of 100-year flood as referred to Certification "B". Date REVIEWED FOR APPROVAL: ------=-...,.......,,.-.,.---,.-0--.,,.--:----F loo d plain Administrator Date APPROVAL: Special conditions or comments as part of approval:----------- Page 2of2 formsldpopp.doc 11191 10 1 27 1 97 10:28 "'5'409 846 8252 KLING ENGR ~~~ COCS VOLK /MORGA N KLING ENGINEERING & SURVEYING 4103 Texas Avenue, Suite 212 Bry;an , Texas 77802 B.). Kling, P.E., R.P.LS. S.M. Kling , R.P .L.S. October 27, 1997 MEMO Consulting Engineers • Land Surveyors Telephone 409/84~212 Pax 409/846-8252 TO: Veronica Morgan, P.E . Assistant City Engineer City of College Station FROM: Post Office Box 4234 Bryan , Texas 77805 FredPaine ~ Greensworld Phase 3 Drainage Development Permi ~ RE: At the request of the owner, we ask that you hold the application and fee for this project until further notification. 141003 09 /24 /97 13 :07 'B409 846 8252 KLING E NGR ->->-> COCS VOLK /MORG AN KLING ENGINEERING & SURVEYING TELECOPIER COVER SHEET (EF :faxcoverl DATE_D-"--9_/z_f......._A_9-"'-7 ____ _ Please deliver the following pages to: Name: __ ~-~~'/_Ui-__ d __ c:.U._4_N _____ ___, ___ _ cqy DP ~er _5~ -~'~¥i Firm: Fax Number: ---~~-------------~~~~~-~ From: ~ M1Af§ ~ .. Kling Engineering & Surveying 4103 South Texas Ave., Suite 212 Bryan, Texas 77802 Phone: 1409)846-6212 Fax : (409)846-8252 We are transmitting B page(s), including this cover letter from our fax number listed above. If any pages are missing or incomplete, please contact sender. a~!>~~~ I I VoV -/{-Q&s '.qi• 1.4'-: 1 141001 0 9 1 2 4 1 97 13 :07 '5'4 09 846 8252 KLIN G EN GR -+->-> COCS VOLK /MORG AN KLING ENGINEERI NG & S U RVIEYllNG 4103 Texas Avc:nue , Suit e: 212 Bryan, Tc:xu 77802 C onsu l t ing E ngineer s • L a n d S u rveyors Tc:lcphonc: 409/846-6212 Fax 409/846-8252 Post Office Box 4 234 Bryan , Texas 77805 14100 2 BJ. Kling, P .E., R.P.L.S . S.M. Kling, R.P.L.S . September 22 , l 997 MEMO : TO : Veronica Morgan, P .E. Assistant City Engineer, City of College Station FROM: Fred Paine~ RE : Greensworld Phase 3 Waterline 8" line size justification Greensworld Phase 3 (zoned C-1) has a planned development of a used car lot. The facility is not expected to be as large as the neighboring Nissan new car lot but for analysis purposes, maximum peak water demand will be considered the same (49 gpm per 1994 impact analysis Greensworld Phase 2). Accompanying this memo is the output from a KY-PIPE analysis demonstrating the performance of an 8" line across Greensworld Phase 3 . Three runs were conducted which are as follows : 1) Peak flow (phase 2 & 3) 2) Peak flow (phase 2) +Fire flow (phase 3) 3) Fire flow (phase 2 & 3 ·all interior hydrants) As shown in the output data, maximum velocities do not exceed 13 feet/sec . Minimum pressure occurs under scenario 3 and is 82 .8 psi at the hydrant node for phase 3 . The 8" line proves to be adequate for the development of the phase 3 commercial tract. 09 /24/97 13:08 '5'409 846 8252 KLING E GR * * * * * * * * * * K Y P I P E 2 * * * * * * * * * * • University of Kentucky Hydraulic Analysis Program * * Distribution of Pressure and Flowa in Piping Networks • * <<< FOR SEMINAR PURPOSES ONLY >>> * • * • * • * * * * * * * * * * • • • * * * * * * * • * * * DATE: 9/22/1997 TIME: 16:40:46 INPUT DATA FILENAME ---··········· GWPH3WL.DAT TABULATED OUTPUT FILENAME --------GWPH3WL.OUT POSTPROCESSOR RESULTS FILENAME ---GWPH3WL.RES ***********************••······················· S U M M A R Y 0 F 0 R I G I N A L D A T A **************•••······························· U N I T S S P E C I F I E 0 FLOWRATE •.•••••••••• = ;allons/minute HEAD CHGL) •••••••••• •feet PRESSURE •••••••••••• • psig P l P E L I N E D A T A STATUS CIX>E: XX ·CLOSED PIPE CV -CHECK VALVE FG -FIXED GRADE NOOE RV ·REGULATING VALVE PU -PUMP LINE PIPE NUMBER 1-FG 2 3 4 5 6 NODE NOS. #1 #2 0 , 1 2 2 4 , 3 2 5 5 6 J U N C T I 0 N N 0 D E JUNCTION JUNCTION NUMBER TITLE LENGTH (ft) 1175.0 216.0 152.0 154.0 493.0 100.0 D A T A EXTERNAL DEMAND C;pm> DIAMETER (in) ROUGHNESS MINOR LOSS COEFF. COEFF. 18.0 120.00 .oo 18.0 120.00 .00 8.0 120.00 .00 8.0 120.00 .OD 8.0 120.00 .00 8.0 120.00 .00 JUNCTION ELEVATION CONNECTING PIPES (ft) FGN·HGL (ft) 506.80 -·····----------------·-·-······-·········-·--------------·················--- 1 .00 260.00 , 2 4 2 .oo 258.00 2 3 5 3 .oo 263.70 4 4 49.00 263.00 3 5 .00 255.50 5 6 6 49.00 256.00 6 0 U T P U T 0 P T I 0 N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I C U R A T l 0 N NUMBER OF PIPES .•••••••••••••••••. (p) = 6 NUMBER OF JUNCTJON NODES ..•••••••• (j) • 6 +->-> COCS VOLK /MORG AN ~003 09 /24 /97 13 :08 'a'409 8 4 6 8252 NUMBER OF PRIMARY LOOPS ••••••••••• (l) = 0 NUMBER OF FIXED GRADE NOOES ••••••• (f) • 1 NUMBER OF SUPP LY ZONES ••••••..•••• (z) = 1 ••••••••••••••••••••••••••••••••••••• S I M U L A T I 0 N R E S U L T S ***•································· KL ING EN GR THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) GREENS\IORLO PHASE 111 • 8" LI NE WATERLINE ANALYSIS • PROPOSED USAGE · USED CAR LOT UPDATE PHASE II ANALYSIS P I P E L I N E R E S U L T S STATUS Ca:IE: XX ·CLOSED PIPE CV ·CHECK VALVE FG ·FIXED GRADE Na:IE RV ·REGULATING VALVE PU ·PUMP LINE TK ·STORAGE TANK PIPE NUMBER Na:IE NOS. FLOWRATE HEAD LOSS (ft) PUMP MINOR LINE HL/ VELO. 1000 (ft/;) (ft/ft) #1 #2 HEAD LOSS <11pn) (ft) (ft) 1-FG 0 1 98.00 .01 .00 .00 .12 2 1 2 98.00 .00 .oo .00 • 12 3 2 4 49.00 .01 .00 .00 .31 4 1 3 .oo .oo .00 .00 .oo 5 2 s 49.00 .04 .00 .oo .31 6 s 6 49.00 .01 .oo .00 .31 J U N C T I 0 N N 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE NUMBER TITLE DEMAND GRADE ELEVATION HEAD C11pm> (ft) (ft) (ft) 1 .00 506.79 260 .00 246.79 2 .oo 506.79 258.00 248.79 3 .00 506.79 263.70 243.09 4 49.00 506 .78 263.00 243.78 5 .00 506.75 255.50 251.25 6 49.00 506.75 256.00 250 .75 S U M H A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES (·) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NOOES PIPE NUMBER NET SYSTEM INFLOW • NET SYSTEM OUTFLOW • NET SYSTEM DEMAND • FL~RATE (!jf:lll) 98 .00 98.00 .00 98.00 D A T A C H A N G E S F 0 R N E X T S I H U L A T I 0 N D E H A N D C H A N G E S .01 .01 .08 .oo .08 .08 JUNCTION PRESSURE (psi) 106.94 107,81 105.34 105.64 108.88 108.66 +->-> COCS VOLK /MORG AN ~00 4 09 /24 /97 1 3:08 '5'4 09 846 8252 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE JUNCTION NUMBER 6 DEMAND (gpn) 2000 .00 S I M U L A T I 0 N R E S U l T S KLI NG EN GR •••••************••••••••••••*••••••• THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U l A T I 0 N D E S C R I P T I 0 N Cl A B E l) GREENSllORLD PHASE Ill 8,. LINE PEAK FLOW FOR PHASE 2 & 3 + FIRE FLOW PHASE 3 P I P E L I N E R E S U L T S STATUS COOE: XX ·CLOSED PIPE FG ·FIXED GRADE NODE PU -PUMP LINE CV ·CHECK VALVE RV ·REGULATING VALVE TK ·STORAGE TANK PIPE NOOE NOS. FLOWRATE HEAD PUMP MINOR LINE HL/ NUJl!BER #1 #2 LOSS HEAD LOSS VELO. 1000 (gpm) (ft) (ft) (ft) (ft/s) (ft/ft) ·····--·-------------------·-----·····-----------------------------····--------1-FG 0 1 2049.00 1.81 .00 .00 2.SS 2 1 2 2049.00 .33 .00 .oo 2.58 3 2 4 49.00 .01 .oo .00 .31 4 1 3 .OD .DO .00 .00 .oo s 2 5 2DOO.OO 37. 71 .00 .00 12.76 6 5 6 2000.00 7.65 .00 .oo 12.76 J U N C T 0 N N 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULJC JUNCTION PRESSURE NUJl!BER TITLE DEMAND GRADE ELEVATION HEAD (gpm) (ft) (ft) (ft) 1 .oo 504.99 260.00 244.99 2 .00 504.66 258.00 246.66 3 .oo 504.99 263.70 241.29 4 49.00 504.64 263.00 241.64 5 .00 466.95 255.50 211.45 6 2000.00 459.30 256.00 203.30 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F l 0 W S (+) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES (·) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE NUMBER NET SYSTEM INFLOW • NET SYSTEM OUTFLOW • NET SYSTEM DEMAND = FLOWRATE Cgpn> 2049 .00 2049.00 .00 2049 .00 1.54 1.54 .DS .oo 76.49 76.49 JUNCTION PRESSURE (psi) 106.16 106.88 104.56 . 104. 71 91 .63 88.10 ~~~ COCS VOLK /MO RGA N lsZl 00 5 09 1 24 1 97 13 :09 '5'409 846 8252 KLI NG E GR D A T A C H A N G E S F 0 R N ~ X T S l M U L A T l O N 0 E M A N D C H A N G E S THE FOLL~ING SPECIFIC DEMAND CHANCES ARE HADE JUNCTION NUMBER 3 4 6 DEHAND C;i:n> 2000.00 2000.0D 2000.00 ··············•********************** S I H U L A T I 0 N R E S U L T S *****************************'******** THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U l A T I 0 N D E S C R I P T I 0 N CL A 8 E L) GREENSWORLD SUBDIVISION PHASES 1 & 2 ON FIRE PIPELINE R E S U L T S STATUS COOE: )()( ·CLOSED PIPE FG -FIXED GRADE NODE PU ·PUMP LINE CV ·CHECK VALVE RV -REGULATING VALVE TIC ·STORAGE TANK PIPE NOOE NOS. FLOWRATE HEAD PUMP MINOR LINE HL/ NUMBER #1 #2 LOSS HEAD LOSS VELO. 1000 <;in> Cft> (f.t) (ft) (ft/S) (ft/ft) -·--------------------------------------------------·-···--------------------·-1-FG 0 1 6000.00 13.25 .00 .oo 7.56 2 , 2 4000.00 1.15 .oo .oo 5.04 3 2 4 2000.00 11.63 .00 .00 12.76 4 1 3 2000.00 11. 78 .DO .oo 12. 76 5 2 5 2000.00 37.71 .00 .00 12.76 6 5 6 2000 .00 7.65 .00 .00 12. 76 J U N C T I 0 N N 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE NUMBER TITLE DEMAND GRADE ELEVATION HEAD (9i;m) (ft) (ft) (ft) 1 .00 493.55 260.00 233.55 2 .oo 492.40 258.00 234.40 3 2000.00 4s1.n 263.70 218.07 ... 4 2000.00 480.78 263.00 217.78 5 .00 454.70 255.50 199.20 6 2000.00 447.05 256.00 191.05 S U M M A R Y 0 F I N F L 0 W S A H D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES (·) cx.tTFLOWS FROM THE SYSTEM INTO FIXED GRADE NOOES PIPE NUMBER FLOWRATE (gpm) 11.27 5.32 76.49 76.49 76.49 76.49 JUNCTION PRESSURE (psi) 101.21 101.57 94.50 94.37 86.32 82.79 +->-> COCS VOLK /MO RG AN 14!006 09 /24 /97 13:09 ' ' NET SYSTEM INFLO!J • NET SYSTEM OUTFLOW s NET SYSTEM DEMAND • 6000,00 6000.00 .00 6000.00 'B409 846 8252 **** KYPIPE SIMULATION COMPLETED **** DATE: 9/22/1997 TIME: 16:40:46 KLI NG E NGR +->-> COCS VOLK /MORG A 141007 .. - 09 1 24 1 97 t .. 11.(09/95 13 :10 11: 20 '()'409 846 8252 11'409 784 3452 KLING ENGR +·>-> COCS VOLK /MORG AN COLL STA PUB UTL Flow Test Report Date I0-.3 l -~~-Time / J: 00 A.M~ Test made by ; _..J...-U~L:.c....:&:.:L.~...t...:./d~·· _ _..1.A:_iG__.;co .... k~"';.,:cC:.../I'---______ _ Location : ~Vt..:.:...'lff.=--~..::...i.l;..L...jfy;.c....-..1..~.....r...u:;:::,gd~--+---£~"?~V~6..:;___ __ _ Purpose of test : Reprasenlative : Witness: . tu ~Or/ Jt 4 &:~. r Flow hydrant number: (;. -Q ~ / Nozzle size : :;{ , ~ Pitot reading : f;l} G.P.M. : 43 OtJ Static hydrant number : G--0 D Static: / ()t} P.S.I. Residual: 97" P.S.I. ~-·~· - Remal'Xs : E ( o v En.e..A-/f y DC" A;wJ J_ ~ [&+;c. /./.tlJrft»'-1 1JJ ~ 1¥2K 141008 ~002