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SR0078823 SSNL
Environmental Health - Public
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2600 - Land Use Program
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SR0078823 SSNL
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Last modified
1/15/2020 2:28:37 PM
Creation date
9/4/2019 11:15:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0078823
PE
2601
STREET_NUMBER
31000
Direction
S
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25325005,19
ENTERED_DATE
3/7/2018 12:00:00 AM
SITE_LOCATION
31000 S CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\C\CHRISMAN\31000\NL STUDY .PDF
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EHD - Public
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F73V�aluessumptions: <br /> =357,700 gals=total W W/vr=47 821 cu ft =4.24in/yr <br /> Ac x 43,560 sq ft/Ac x (1 ft/12 in) <br /> Nw=62 mg N/L <br /> d = Assume 30%due to very high percentage of fine-grained clay soil. <br /> R = 9 in/yr. <br /> Nb= Assumed to be 0.1 ppm NO3 N <br /> 4.24 in/yr(62 mg N/L) CL-0.30)+(9 in/yr x 0 1 mg/L) <br /> Nr = (4.24 in/yr+9 in/yr) <br /> Nr = 14 ppm as nitrate-nitrogen(NO3-N) or 62 ppm as nitrate (NO3) <br /> The primary and 100%replacement areas must be denoted on the Site Plan and/or septic system <br /> installation permit to be drawn for submittal to EHD and other possible County Departments. The <br /> proposed septic system operation is as follows: Effluent will gravity flow from the septic tank,travel to a <br /> D-box to be equally distributed between perforated piping within a conventional leachfield. A 100% <br /> replacement area can easily be accommodated since a walnut orchard surrounds the proposed second unit <br /> dwelling. <br /> CONCLUSIONS AND RECOMMENDATIONS <br /> NLS§4.2. The shallow subsurface soils underlying the subject property where the new leachfield is to be <br /> installed, reveals a high clay content soil material with a high degree of denitrification potential. <br /> The existing on-site domestic well has a nitrate concentration of 65 mg/L, which is 20 mg/L over the <br /> Maximum Contaminant Level(MCL)of 45 mg/L. <br /> NLS§4.1. The nitrate loading calculations show the resultant effluent from the entire subject property <br /> will theoretically possess a concentration of approximately 14 ppm as nitrate-nitrogen,which is 1.4x over <br /> the MCL. Given that the ADF of 980 gpd has two extreme components promulgated by EHD of two <br /> people per bedroom, and that this flow volume will occur every single day of any given year, has created a <br /> very large nitrate loading safety factor. This factor is conservatively estimated at greater than 2.5. <br /> Due to this exceedance of the nitrate loading Maximum Contaminant Level, the EHD requires that the on- <br /> site domestic well that will serve the existing house and future pre-manufactured home must be monitored <br /> by sampling and testing for nitrate concentration on a yearly basis. Because of the upgradient agricultural <br /> production, it will be extremely difficult, if not impossible,to distinguish between human waste nitrogen <br /> and fertilizer/organic matter nitrogen influences. However, from the soil test results, it appears the <br /> surrounding walnut orchard is carefully fertilized with nitrogen. <br /> In addition, Mr. Vink must comply with the Regional Water Board's requirements of completing a <br /> Nitrogen Management Plan for his farms every year. Having completed hundreds of these Plans, I can <br /> attest to the fact that this method of nitrogen monitoring from agricultural inputs is currently a highly <br /> beneficial procedure. <br /> Page 6 of 12 <br /> Chesney Consulting <br />
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