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SU0004984 SSNL
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SU0004984 SSNL
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Last modified
5/7/2020 11:31:22 AM
Creation date
9/4/2019 9:52:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004984
PE
2622
FACILITY_NAME
PA-0500194
STREET_NUMBER
767
Direction
N
STREET_NAME
ALPINE
STREET_TYPE
RD
City
STOCKTON
APN
10126007
ENTERED_DATE
4/13/2005 12:00:00 AM
SITE_LOCATION
767 N ALPINE RD
RECEIVED_DATE
4/12/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\A\ALPINE\767\PA-0500194\SU0004984\NL STDY.PDF
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EHD - Public
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! r <br /> I. INTR4DUCTIUN <br /> Mr. David Smith is proposing to subdivide an existing 7.32 acre parcel into three homesite parcels <br /> in a rural, unsewered portion of San Joaquin County. This report presents the test results and <br /> research findings of the Nitrate Loading and Sol] Suitability Studies conducted as a prerequisite for <br /> this proposed Minor Subdivision. A Tentative Map has not been drawn as of the date of this <br /> Report. Attorney Mike Hakeem.of the law firm Hakeem, Ellis and Marengo is representing Mr. <br /> I Smith's application. <br /> E �r <br /> 44 The subject property is located east of Stockton on North Alpine Road, between Highway 26 and <br /> Copperopolis Road. Water and sewer from the City of Stockton do not extend to the subject <br /> f property and probably never will. The property is Iocated in Township 2 North, Range 7 East, and <br /> has the address of 767 North Alpine Road. It is bound to the north by the defunct Southern Pacific <br /> Railroad (S.P.R.R.) tracks and a walnut orchard. To the south is Orford Road with single family <br /> residences (SFRs) and agricultural production land. To the west are SFRs on the north side of <br /> Orford Road and additional agricultural production land. To the east are ranchettes and horse <br /> boarding facilities. <br /> The San Joaquin County Environmental Health Department (PHS-EHD) requires Nitrate Loading <br /> and Soil Suitability Studies for projects in unsewered areas, or for projects which may potentially <br /> impact the underlying groundwater with nitrate. This report complies with the San Joaquin County <br /> Development Title, Section 9-1105.2 for a Nitrate Loading Study and Soil Suitability Study. <br /> Additionally, this proposed project must comply with the Environmental Health Department <br /> Sewage Standards, specifically Section 10: "Requirements for Waste Disposal for New Land <br /> Developments." <br /> The primary concern of nitrate in drinking water is that high concentrations can cause <br /> methemoglobinemia in infants and it can also induce abortion or death in cattle. This disease <br /> occurs through a series of complex chemical reactions within the hemoglobin in the blood. Only <br /> infants and young children are susceptible to this disease, which is extremely rare. <br /> Nitrate concentrations in water can be expressed in two different terms: 1.) As the weight of the <br /> nitrate molecule, which is one atom of nitrogen and three atoms of oxygen for an atomic weight of <br /> 62 units. Or, 2.) Nitrate can be expressed as the amount of the nitrogen atom itself. This one atom r <br /> of nitrogen (N) in a nitrate molecule contributes 14 atomic weight units to the weight of the nitrate <br /> { molecule. The ratio of weight of the nitrate molecule (NO3) to the atom (N) is 62/14 or <br /> approximately 4.5. The U.S.E.P.A. has established the Maximum Contaminant Level (MCL) of <br /> nitrate in drinking water at 45 mg/l as nitrate. Due to the ratio described above, the MCL is <br /> sometimes reported as 10 mg/l as nitrate-nitrogen. <br /> Staff from the Environmental Health Department has stipulated these studies address the following F <br /> information: <br /> ✓ Investigate the physical and chemical surface and subsurface soil characteristics of the subject G <br /> property. Conduct percolation testing in areas which will compose the anticipated Parcels. <br /> ✓ Investigate the current nitrate and DBCP concentrations within the underlying groundwater <br /> r`+ by analyzing the on-site well water. <br /> I . <br /> 6 <br /> CFiesnerJ. Consuhirg <br />
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