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SU0001390 SSNL
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SU0001390 SSNL
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Entry Properties
Last modified
5/7/2020 11:28:41 AM
Creation date
9/9/2019 11:08:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0001390
PE
2690
FACILITY_NAME
LA-98-59
STREET_NUMBER
4351
Direction
E
STREET_NAME
WINERY
STREET_TYPE
RD
City
ACAMPO
ENTERED_DATE
10/18/2001 12:00:00 AM
SITE_LOCATION
4351 E WINERY RD
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\W\WINERY\4351\LA-98-59\SU0001390\NL STDY.PDF
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EHD - Public
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UEC Document No.: R3579901 <br /> February 8, 1999 <br /> 4.0 CLOSURE <br /> Universal Engineering Company has performed Soil Profile and Soil Percolation tests, as well as a Nitrate <br /> Loading analysis, of the subject properties as reconfigured in Lot Line Adjustment LA9859. It has been <br /> determined that all mandatory setback requirements may be met while maintaining adequate space for a <br /> 100% septic system replacement area for both the North and South Parcels. The design of the future <br /> replacement septic systems is beyond the scope of this report; however, it is felt that an Engineered system <br /> which pumps the gray-water to an area at least 40 feet north of the existing drainage pond will be required. <br /> The north parcel may be handled with a conventional, pressure-dose system. <br /> If you have any questions or if we can be of any assistance to you in consideration of Lot Line Adjustment <br /> LA98569, please feel free to contact our Stockton Office at your convenience at 209-477-5979. <br /> Sincerely, <br /> UNIVERSAL ENGINEERING COMPANY <br />•- Thomas . Yalch P�029120 <br /> Allan 1 a John F etko, REA #05667,`, <br /> Project Engineer Environmental Consultant <br /> Attachments: Figures 1, 2, & 3; Appendices A, B, C, D, & E <br /> �1R0 NM <br /> Qp,OFESS/p�, <br /> 1,PS J. y9`gl� y�k, aN J.FFl�o qJN <br /> 2c ri�. �+ <br /> a US No.R - 667 <br /> !l',. 1^p m cc ? <br /> Exp.CIO �, � *Expires°6 96 <br /> Ar <br /> OF CALIFG �9rFOF C.N'L\ <br /> �1 <br /> 8 <br />
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