Laserfiche WebLink
WATER WELL ANALYTICAL TEST RESULTS <br /> WELL NITRATE CONCENTRATION DBCP <br /> (APPROXIMATE DEPTH) (AS NO,) <br /> Subject Property(Yard)Well 19 ppm Well Not Tested <br /> (-300 FT) <br /> Calkins Domestic Well 18 ppm Below Detectable Limit(BDL) <br /> (�125 FT) (Per E.H.D:This well tested since it is <br /> the shallowest) <br /> Calkins Irrigation Well 20 ppm Well Not Tested <br /> (-225 FT) <br /> reg, ys <br /> Vl coed.u,; <br /> TMe*its AAa4w# 7*1". <br /> E. SURFACE WATER INFORMATION <br /> As illustrated in the attached photograph, there is an on-site stormwater retention basin in the <br /> northwest corner of the property that manages all on-site stormwater runoff. This basin was built <br /> in the late 1950s and recently underwent de-siltation. On August 16, 2002, a CAT grader and <br /> front-end loader were used to remove the accumulated silt layer from the floor of the basin, <br /> which had been impeding stormwater percolation. <br /> III. NITRATE LOADING STUDY RESULTS <br /> A. WASTEWATER FLOW PROJECTIONS AND CHARACTERISTICS <br /> In accordance with requirements of the Environmental Health Department, this Nitrate Loading <br /> Study is to quantify the number of people (employees, customers, etc.) the subject parcel can <br /> support, without exceeding the MCL for nitrate. Therefore, wastewater flows must be <br /> determined as accurately as possible. Typically, loading projections are based on the maximum <br /> or total number of employees and customers who may potentially use the toilet/sink, etc. on a <br /> workday basis. The following chart illustrates the anticipated number of employees and <br /> customers anticipated to be associated with the property: <br /> 8 <br /> Chesney Consulting <br />