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HomeMy WebLinkAboutSUB201300023 Field Notes 2013-02-20 SEWER DATA SHEET Date 1 (15(13 (1) Project Name Gts■jraog LEA -. Ka - t..o-rc ay-a'7 a4 (2) Project Location SAT CRS -rzelti o; 'R,NN R'4. FMP..ING Rt. (3) Consultants lc 6,36ariCEF?zr4- (4) Waste Treatment Facility GLE-NNtcva '4V„p6 ?LAM'. (5) Design Population 5 LOTS(SF t)VIA C.t- NoMc (Number) (6) Connections 1 (Number) (7) Industrial Waste N/A (8) Pipe Material 08' SCR. (9) Pipe Diameter(Inches) Length (Feet) 6" 8" 350' 10" 12" 15" 18" 21" 24" TOTAL FEET 350' (10) Manholes: (A) Standard a epDcwf,c-, (Number) (B) Drop 0 (Number) (11) (A) Siphons & Pump Stations 0 (Number) (B) Force Main (Size-Length) 0 (Feet) Authority Provide: Drainage Basin Sub Drainage Basin A-2 WATER DATA SHEET Date 1/6113 (1) Project Name 6r..E,JliA0,2 . Low-E. \<D,, - LCKs Q9--T1 a� (2) Project Location Ir.r ascc,..:04 u+4ncsN6 t; fARRzNGtO o, (3) Consultants Co u (4) Sources qcsA (5) Design Population 5 ;,-,ic..r, Liks (sf D -Acme t�aN,�1 (6) Hydraulic Capacity ;;JJ (7) Pipe Material ck\o" (8) Pipe Diameter (Inches) Length (Feet) 4" 6" 8" 10" P-10' 12" (9) Fire Hydrant Assemblies 9 (Number) (10) Valves: (A) Gate 1 (Number) (B) Air Relief o (Number) (11) Fittings: (A) Cross 0 (Number) (B) Tee G3 (Number) (C) 90° Ell c7 (Number) (D)45° Bend 0 (Number) (E) 22'/z° Bend (Number) (F) Reducer 0 (Number) (G) Blow-off Assemblies 1 (Number) (12) Minimum pressure at critical water meter a©+ , (20 psi required) L, D4 bG (�C ww?�S? coli c?Ep aq A13gf it -r rig ?Q.c5av11 FH tl3 4@atboG-0 'REESSvaes GP- \5`-. 4si ANo \33 QSZ CPaEssuae OR.0? OF a\cssl wtrsLE. Authority Provide: c,•evr o 357 Re4Ense.0 cry-1, ,r•, Fp4 y M2A1 mazes. Booster Station Storage Reservoir A-1 Sep. 21. 2011 1 : 19PM No. 7925 P. 3 Page 1 of 1 Date: 8/30/2011 Pressure Hydrant: 11358 •. Flow Hydrant ID#1: 11357 Flow Hydrant ID#2: Sighing Flow Hydrant ID#3: t...poa,.p Road chahea aVVIA VA 12911 (484)5774011 y FIRE HYDRANT FLOW TEST REPORT Date&Time: 8/30/2011,Tuesday,9:45 AM Water Main Size: 12" Location: Glenmore by the treatment plant Pressure Hydrant: 11358 Static Pressure: 154 • Residual Pressure: 133 Flow Hydrant ID#1: 1 1357 Tat Flow#1 (gpm): 994 Pitot Pressure#1: 35 Oriface Shape#1: Smooth Flow Hydrant 11)#2: Test Flow#2(gpm): Pitot Pressure#2: Oriface Shape#2: Smooth Flow Hydrant ID#3: Test Flow#3(gpm): Pitot Pressure#3: Oriface Shape#3: Smooth Looped or Not One Flow Hydrant(Not Looped) Minutes of Flow: 4 Total Flow During Test(gpm): 994 Estimated Consumption(gal): 3975 AWWA Q7.0 Calculation(gpm):2704 Comments: Signature of Tester: 9i . .iZ ��...- (All tests conducted using 2.5 discharge outlet,unless otherwise specified) Opening Coefficients:Smooths 1; Square=0.B8;Raised Square=0.77;Open End Pipe—1.1 (pitot psi to flow rate conversion using Pollard Water flowtest chart calculator: http://www.pollardwater.com/pdf/pdf web_manuals/Flow Chart.pdf) httn•/ionlint}h/TntranptFnrmalne ratinnsMvdrantTestFlnwaVienr.acnx7ID=440 8/30/2011 Sep. 21. 2011 1 :20PM No. 7925 P. 4 • (.4 , i ) / J . •a4'.'. Af L.. ( .\ ` (\ \� l am- --•�•.ti�` _."�\` \ /� . Tez or \ r- I •'�... '.% , \ � - tires•,,,.r \\\ ...- 1.1 pia •.\ 1 , ` &41 a :,;fit 7,1, 1 _,..-.^'"---------‘--------"- E r; I '. 4 Th f ` f j / / r r1 ,f r ttc ill NW' ) ' �- ' , r' 1 hhøii .\��,,Lt`�- ter. �,r 0 o 1 s i i 1.111 t 1 ■\ \%"■',;,;---1_,----.._:—...._,...-' / . IF / / it i i tl A�1t�\��•�`• M- 1 l ...r ♦ ►• � mow+ �+'i'• �/// = c \ - \..*:',"•%:^1 :-":"•••••••• ' ..., /7,/ / - 1 Al, \ \ .., ...._•--....:z.-.4,-;....„..1----, „,,..,-/. .4667:- LI .1.1f 811 / ....- \A\\'').1.-.."....--;;-.:17-:747. : \ 111!11 -"I -...s.';' k„, I .. f/ /,... ..... .,....,:.,........._......„ , ....\ 1. A--. .......-1 ./4,,,,,,//, ,,,,1:: A./..., . 1 rt. 1 ...., i f • • , liV 1 jj, „----, • •.• RI • • 11 I 4 . 7 ... .......- . '*� .� •