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Bolington Road - Hydrostudy - Appendix D
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Bolington Road - Hydrostudy - Appendix D
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Last modified
6/4/2009 3:08:27 PM
Creation date
6/4/2009 3:08:15 PM
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HD-HydroStudies
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Water Well Yield & Drawdown Te
Description:
Water Well Yield & Drawdown Test Results
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AQUIFER TEST ~ PUMP DA'~A SHEET <br />FOA <br /> <br />t <br />OWNER <br />NamA: Robert Edwards <br />Address: 10085 Cliff Mills Road <br />' Marshall VA 20115 <br />LCTM It; 16-97-9 <br />'Well Construction Permit tt: 282-Fw-00 <br />Depth of Well 700 <br />Distance of Measuring Point (M.P.) above ground 2 ` <br />Static Water Level (S.W.L.) below M.P, 13 <br />Type 8 Make of Pump: <br />CONTRACTOR <br />Nerve: Vallel+ nrillin q Corp oration of Virginia <br />Address: 9172 John S. Mosby Highway <br />Upperville, VA 20184-1723 <br />License #; woo16 <br />Slgnatu ~ETG J' <br />TW - 1 <br />Model Number of Pump: <br />Depth of Pump (Depth from M.P.): 620' Size of Pump: 1 Hp - 5 GPM <br />''Permanent or Temporary Pump Used for Test: Tefi or If Permanent Attach Curve ~ Specs <br />High Rate Pumping - reservoir drawdown ~, <br />~. Time pump started 6 : oo AM Pumping rate 11.1 -- 2.3 <br />~ Total time 8 Hrs to reach pumping water level 2 it. below M.P. <br />GROUNDWATER WELLS <br />.Loudoun County, Vlrglnla <br />Division of Environmental Health <br />' Z0 39dd 9NI~~I2iQ ,13~~~C/1 65ZEZ650b5T tb ~80 0002/LZ/b0 <br />(Continued on Page 2) <br />ORIGINAL <br />
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