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71. ANAALYSIS OF ON-SITE DOMESTIC WELL <br /> The domestic well that serves the DeAngelis homesite was purged by opening the hose bibbs located <br /> in the back of the house and cycling the pump three times before sampling. This ensured that aquifer <br /> formation water was sampled and not stagnant well water. The sample was taken from the hose bibb <br /> located in the back patio and placed in a cooled ice chest. The sample was then delivered to A &L <br /> Western Agricultural Laboratories under the attached Chain of Custody. The nitrate concentration <br /> was determined to be 42 ppm nitrate (as NO3). The Maximum Contaminant Level (MCL) for nitrate <br /> (as NO3) is 45 ppm, or 10 ppm as nitrate-nitrogen. For comparison purposes, the nitrate test results <br /> from a nearby domestic well are denoted below in Table 4. Since this nearby well had a DBCP/EDB <br /> test result of BDL (Below Detectable Limits), testing of the DeAngelis well for DBCP was waived <br /> by EHD staff. This increase in nitrate concentration between the DeAngelis well and the nearby <br /> domestic well one-half mile to the east may be attributable to higher upgradient septic system density <br /> to the DeAngelis well than the other referenced well. A summary of the water well test results <br /> discussed above are as follows: <br /> TABLE 4 <br /> NITRATE CONCENTRATIONS- <br /> DeANGELIS DOMESTIC WELL AND NEARBY DOMESTIC WELL <br /> DeANGELIS DOMESTIC WELL NEARBY DOMESTIC WELL <br /> 42 ppm as NO, 38 ppm as NO, <br /> B. SURFACE WATER INFORMATION <br /> Surface water consists of all other water sources originating on the surface of the project, other than <br /> septic system effluent. These sources include rainfall, surface runoff, domestic irrigation and <br /> stormwater retention. The San Joaquin County of Public Works - Isohyetal Map indicate 9 inches QL <br /> ZaiD&D to be the Mean Annual Precipitation in the area of the project. <br /> If a second unit dwelling is built on Parcel 1, a percentage of the land surface will be impermeably <br /> covered with a structure, concrete, etc. This will have an attenuating effect from surface water on the <br /> downward migration of nitrate molecules currently"in-transit" and on nitrate yet to be formed. These <br /> impermeable surfaces will be traded for potential point sources of nitrate,namely the on-site septic <br /> system for a second unit dwelling, lawns, and landscaping._Domestic irrigation rechar-e can_account for <br /> 2 allons of water/da /reside e n and summer months (approx. 6 mos. out of <br /> the yr). Excessive lawn and landscape watering can lead to nitrogen leaching, and runoff to open areas. <br /> However, conversely, the groundwater pumped either by the CSA-44 wells, or by on-site domestic wells, <br /> and used for domestic irrigation can reduce the mass balance of nitrate since all plants readily use nitrate <br /> as a food source. This is provided that fertilizer is carefully applied to lawns, gardens and landscaping, if <br /> at all. For example: 42 ppm NO3 as tested for the DeAngelis well=42 ppm x 0.612 =25.7 lbs of <br /> NO3/ac ft of water. If an average of 750 allons of domestic irri anon water is used each day for six <br /> months= 180 days x 750 gals/day= 135,000 gals (roughly % ac-ft of water). 25.7 lbs NO3 x 0.5 = 13 <br /> lbs NO3 applied by % ac-ft of domestic irrigation water. Kentucky blue grass requires 124 lbs Nlac/yr. <br /> Therefore, depending on the size of the landscaped area, domestic irri anon �t 42 nnm NO,�may <br /> su 1 sufficient nitro en required by this grass without or nitro en fertilizers. <br /> Page-7- <br /> Chesney Consulting <br />