238-22 Attachment - Accurate Tank Testing Results.pdf

EZY 3 LOCATOR PLUS MANUFACTURED BY: ESTABROOK'S INC. 1-877-368-7215 VACUUM CALCULATION WATER SENSOR CALIBRATION DATE 44/11/21 Test Operator: Kevin Richards Signed 2h TANK MATERIAL SW-Steel Stip3 Operator's State Certification # 249447 TOTAL TANK VOL. 2,000 GALLONS TEST # 1 Site ID # 4 CUSTOMER: T. Slack Envoironmental Services PRODUCT VOL. 41.0000 INCHES SITE: Cherry Lane Pump Station ULLAGE VOL. 31.0000 INCHES Cherry Lane West Orange, NJ PRODUCT TYPE DIESEL Vacuum Sensor Calculation 41.0000 x 0.031 = 4.271 PSI (1) INCHES OF PRODUCT WEIGHT OF PRODUCT 0.000 x .036 = 0.000 PSI (2) INCHES OF WATER IN TANK Line 1 + Line 2 = Total Positive Head Pressure In Tank = 4.2740 PSI (3) 0.0 x .036 = 0.000 PSI (4) INCHES OF WATER OUTSIDE TANK Total Head Pressure Minus Outside Water Pressure = 1.2710 +/-PSI (5) Always add .5 PSI + 0.5000 PSI (6) NOTE: If Line 6 is Less Than .5 PSI Line 7 Shall be .6 PSI TEST PRESSURE = 1.77 +/-PSI (7) Test Setpoint Range: _ 49.10 to 59.10 Inches W.C. ACOUSTIC TEST TIME TIME PRESSURE TEST RESULT: Failed Blower Started: 8:30 0.00 Test Pressure Reached: 9:00 59.10 Depth of Groundwater Determined: Blower Turned Off: 9:00 59.10 By: Not Applicable Test Began: 9:00 §9.10 Where: Not Applicable Test Ended: 9:30 57.40 WATER INTRUSION TEST PERIOD WATER SENSOR CALIBRATION + CI Water sensor used? Yes /No[__NO. Grade Height TT Dia. . 36" 72.00" paced: Cal #1 Cal #2 Cal #3 i Average: Boitom to NOTE: Grade 108.0" (Calculation for Test Period: 0 + 3780= 0.00000 + .05 = _ominutes |Our! round Ave. Cal. Factor Time of Test ai" Began; ___ Water in \ Ended: