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SU0001146 SSNL
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SU0001146 SSNL
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Last modified
5/7/2020 11:28:27 AM
Creation date
9/8/2019 12:43:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0001146
PE
2622
FACILITY_NAME
MS-91-106
STREET_NUMBER
6721
Direction
E
STREET_NAME
PERRIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
ENTERED_DATE
10/10/2001 12:00:00 AM
SITE_LOCATION
6721 E PERRIN RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\P\PERRIN\6721\MS-91-106\SU0001146\SS STDY.PDF
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EHD - Public
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File No. 20-2949-19 kT1 KLEINFELDER <br /> November 21, 1991 <br /> was measured at approximately 7 to 8-1/2 feet below <br /> existing ground surface at locations 2 , 3 and 4 on Plate I, <br /> and at a depth of approximately 16 feet at location 5. The <br /> difference in water depth appeared to be due to an <br /> elevation change between wells. The regional groundwater <br /> depth map published by the San Joaquin County Flood Control <br /> and Water Conservation District, Plate II, indicates the <br /> depth to groundwater in this area was approximately 8 to 10 <br /> feet in Spring 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 west 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 <br /> the above information, it is our opinion that the two <br /> proposed parcels are suitable for septic system use. <br /> However, with groundwater at a depth of approximately 7 to <br /> 8-1/2 feet, it is possible that if groundwater rises it <br /> could reduce the percolation rates of the leach fields. We <br /> note that our scope of services did not include a detailed <br /> evaluation of the potential for the septic systems to <br /> affect the quality of groundwater. However, the project <br /> involves only a 10-acre split from the 307-acre property. <br /> Therefore, in our opinion, the likelihood of a significant <br /> change in the nitrate level of the groundwater beneath the <br /> site, due to one additional system, is remote. If <br /> additional more concentrated development is planned in the <br /> area, we suggest that consideration be given to completing <br /> a nitrate loading study. <br /> As requested by San Joaquin County Environmental Health <br /> personnel , we collected water samples from the on-site <br /> well. The samples were delivered to FGL Environmental <br /> laboratory in Stockton for nitrate content and DBCP <br /> testing. The test results will be submitted under separate <br /> cover as soon as the results are received from the <br /> laboratory. <br /> Copyright 1991 Kleinfelder, Inc. Page 3 of 4 <br />
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