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SR0084171_SSNL
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SR0084171_SSNL
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Last modified
9/16/2021 11:43:19 AM
Creation date
9/16/2021 11:30:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084171
PE
2602
FACILITY_NAME
EAGLE'S NEST HARLEY DAVIDSON MOTORCYCLE SCHOOL
STREET_NUMBER
1362
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
14326006
ENTERED_DATE
9/1/2021 12:00:00 AM
SITE_LOCATION
1362 N SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Soil Suitability /Nitrate Loading Study 1rerracon <br />Eagle's Nest Motorcycle School Stockton, California <br />July 27, 2021 ,_ Terracon Project No. NA217040 <br />Depth to groundwater was reported between 41.5 to 61.5 feet bgs in two former onsite monitoring <br />wells. Groundwater flow direction was reported to the south-southwest. No groundwater samples <br />were collected. The site is anticipated to be connected to Cal Water supply. <br />The expected onsite maximum septic tank usage for the proposed motorcycle school is <br />approximately 55 gallons of effluent per day. The result of the nitrate loading balance indicates <br />that proposed development may increase nitrate levels up to 3.1 mg/L-N which is below the MCL; <br />therefore, mitigation measures appear unwarranted. <br />The client should be aware of two former groundwater monitoring wells associated with the off- <br />site upgradient Canteen Corporation (1500 North Shaw Road) which were abandoned via grout <br />backfill. Additionally, a historic industrial waste pond formerly located on the southern portion of <br />the site was associated with the northern adjoining US Chemical and Beaver Chemical Co. facility <br />(1448 North Shaw Road). Approximately 2,500 yards of contaminated soil was removed and <br />replaced with clean fill dirt. The State Regional Water Quality Control Board granted the former <br />on-site pond regulatory closure status in December 1994. <br />In summary, the parcel appears suitable for the proposed development. The septic system design <br />should accommodate peak flows and follow the San Joaquin County OWTS standards where <br />applicable. <br />4.0 LIMITATIONS <br />As indicated, our study takes into account the subject property only with the sewage load applied <br />over the property site area. The study does not take into account surrounding properties and/or <br />lands. The method utilized for the nitrate loading analysis is based on a simple mass balance <br />formula, discussed in a published article by Hantzsche and Finnemore (1992), which provides a <br />convenient and simplified method to estimate long-term groundwater nitrate impacts on an area - <br />wide basis. A more detailed analysis was not requested nor intended. <br />Our professional services were performed, our findings obtained, and our conclusions proposed <br />in accordance with generally accepted engineering principles and practices. This warranty is in <br />lieu of all other warranties either expressed or implied. Test findings and statements of <br />professional opinion do not constitute a guarantee or warranty, expressed or implied. <br />Kesponsive ■ Resourceful ■ Reliable 17 <br />
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