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SU0000456 SSNL
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SU0000456 SSNL
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Last modified
12/13/2019 2:31:48 PM
Creation date
12/13/2019 11:18:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000456
PE
2622
FACILITY_NAME
MS-90-104
STREET_NUMBER
8950
Direction
N
STREET_NAME
ALPINE
ENTERED_DATE
9/19/2001 12:00:00 AM
SITE_LOCATION
8950 N ALPINE
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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k1i KLEIVFELDER <br /> File No. 20-2949-17 <br /> August 16, 1991 <br /> Based on County requirements for a small parcel split <br /> project, we are not required to establish an on-site <br /> groundwater gradient by drilling test borings. We are <br /> providing a general estimate of the groundwater gradient <br /> based on the published map. Based on the groundwater map <br /> showing lines of equal elevation of groundwater, Plate III, <br /> we conclude that the main groundwater gradient is in <br /> roughly the northwest direction. <br /> ITEM C-5: <br /> "Other information as required by the San Joaquin Local Health <br /> District to determine the cumulative effect of the existing and the <br /> proposed development on groundwater contamination; " <br /> This completes our scope of work at this time. Based on the above <br /> information, it is our opinion that the two proposed parcels are <br /> suitable for septic system use. We note that our scope of services <br /> did not include a detailed evaluation of the potential for the <br /> septic systems to affect the quality of groundwater. However, the <br /> project involves only a 1. 5-acre split from the 23 . 1-acre property. <br /> Therefore, with groundwater at approximately 24 feet deep, the <br /> likelihood of a significant change in the nitrate level of the <br /> groundwater beneath the site, due to one additional system, is very <br /> remote. If additional more concentrated development is planned in <br /> the area, we suggest that consideration be given to completing a <br /> nitrate loading study. <br /> As requested by San Joaquin County Environmental Health personnel, <br /> we collected water samples from the on-site well. The samples were <br /> delivered to FGL Environmental laboratory in Stockton for nitrate <br /> content and DBCP testing. The test results will be submitted under <br /> separate cover as soon as the results are received from the <br /> laboratory. <br /> The septic systems should be located and future wells should be <br /> constructed following County requirements. Continuous monitoring <br /> of the septic systems should be maintained throughout the duration <br /> of their use. Once this report is reviewed by Environmental Health <br /> Services, we would be pleased to furnish a proposal for providing <br /> whatever additional information they may require for their <br /> evaluation. <br /> Copyright 1991 Kleinfelder, Inc. Page 3 of 4 <br />
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