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HomeMy WebLinkAbout20230032 Crescent & Jefferson Site Plan Hydrant Test Log Hydrant Test Log Project: Liberty at Saratoga Project No.: 22224112 Municipality: City of Saratoga Springs Water District: City of Saratoga Springs Conducted By: Not applicable. Hydrant flow testing data was taken from the “Flowed and Residual Hydrant Test Location Map August 2013” prepared by the Chazen Companies dated 08/13/13 and provided by the City of Saratoga Springs Engineering Department. Date: 08/02/2013 Test 1: Pressure Gauged Hydrant: Location Crescent Avenue – West Hydrant Static 72 psi Residual 52 psi Flowed Hydrant: Location Crescent Avenue – East Hydrant Flow 1200 GPM Theoretical Flow Calculation: QR = QF x (HR/HF)0.54 QR = Rated Capacity (gpm) at 20 psi QF = Total Test Flow = 1200 gpm HR = Static Pressure – 20 psi = 72 psi– 20 psi = 52 psi HF = Static Pressure – Residual Pressure = 72 psi – 52 psi = 20 psi QR = 1200 gpm x (52 psi/20 psi)0.54 QR = 2,010 gpm RH FH +06'456#6'4176'6*'#&+410&#%-0146*9#;6*'#&+410&#%-0146*9#;+06'456#6'4176'TEST 20 TEST 20A TEST 26 TEST 25 TEST 29 TEST 36 TEST 23 TEST 13 TEST 12 TEST 32 FH FH FH FH FH FH FH FH FH RH RH RH RH RH RH RH RH RH FH RH TEST 10 FH RH TEST 3 FH RH TEST 1 Engineers/Surveyors Environmental Scientists Planners Landscape Architects     ª« WATER SYSTEM MODELING CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK AUGUST 2013 HYDRANT TEST LOCATION MAP FLOWED AND RESIDUAL APP A1 EXISTING PIPE LEGEND: 840 GPM AM 1200 GPM AM 530 GPM AM 730 GPM PM 950 GPM AM 250 GPM PM 250 GPM AM 200 GPM PM 980 GPM AM 1070 GPM PM 1230 GPM PM 660 GPM AM 950 GPM AM 1040 GPM AM AM PRE: 0.9 MG/L POST: 0.8 MG/L AM PRE: 1.0 MG/L POST: 1.0 MG/L AM PRE: 1.0 MG/L POST: 0.8 MG/L AM PRE: 0.6 MG/L POST: 0.7 MG/L AM PRE: 0.0 MG/L POST: 0.0 MG/L AM PRE: 0.4 MG/L POST: 0.45 MG/L AM PRE: 0.0 MG/L POST: 0.0 MG/L AM PRE: 0.0 MG/L POST: 0.0 MG/L PM PRE: 0.15 MG/L POST: 0.0 MG/L PM PRE: 0.15 MG/L POST: 0.0 MG/L AM PRE: 0.0 MG/L POST: 0.0 MG/L AM PRE: 0.4 MG/L POST: 0.2 MG/L PM PRE: TRACE POST: TRACE PM PRE: 0.0 MG/L POST: 0.0 MG/L AM PRE: 0.0 MG/L POST: 0.0 MG/L PM PRE: 0.0 MG/L POST: 0.3 MG/L AM PRE: 0.0 MG/L POST: 0.0 MG/L PM PRE: 0.0 MG/L POST: 0.0 MG/L AM PRE: 0.8 MG/L POST: 0.4 MG/L AM PRE: 0.8 MG/L POST: 0.8 MG/L AM PRE: 1.9 MG/L POST: 1.8 MG/L AM PRE: 2.0 MG/L POST: 2.0 MG/L AM PRE: 1.0 MG/L POST: 1.0 MG/L AM PRE: 1.2 MG/L POST: 0.9 MG/L PM PRE: 1.0 MG/L POST: 1.0 MG/L PM PRE: 1.2 MG/L POST: 1.0 MG/L AM PRE: 0.4 MG/L POST: 0.3 MG/L AM PRE: 0.2 MG/L POST: 0.2 MG/L SEE APPENDIX A2 FOR DETAILED REVIEW OF DELINEATED AREA