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SU0004617_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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88 (STATE ROUTE 88)
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18327
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2600 - Land Use Program
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PA-0300569
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SU0004617_SSNL
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Last modified
11/20/2024 9:22:00 AM
Creation date
9/4/2019 6:18:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004617
PE
2611
FACILITY_NAME
PA-0300569
STREET_NUMBER
18327
Direction
E
STREET_NAME
STATE ROUTE 88
City
CLEMENTS
APN
01922026
ENTERED_DATE
8/24/2004 12:00:00 AM
SITE_LOCATION
18327 E HWY 88
RECEIVED_DATE
2/10/2004 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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\MIGRATIONS\E\HWY 88\18327\PA-0300569\SU0004617\SS STDY.PDF
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EHD - Public
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i� <br /> 73L. Crites/Tchohano lous Formula <br /> LNLw CN F <br /> where: <br /> L, = nitrate-nitrogen loading in lbs/ac-day <br /> LW = wastewater loading in gals/ac-day= 5,400 gals/day- 21.19 ac = 254.8 gals/ac-day <br /> CN = nitrogen concentration: average determined to be 56 mg NIL <br /> F= conversion factor: 8.34 lbs/[106 gal-(mg/L)] <br /> LN= 254.8 gals/ac-day x 56 mg N/L x (8.34)(10-6) = 1.19 lbs N/ac•day x 365 days/yr= <br /> 434.4 lbs N/ac/yr. <br /> It is generally regarded that people excrete approx. 6 kg N per year, or 13.2 lbs per year: 13.2 lbs <br /> N/person/yr x -60 people in the subdivision= 792 lbs N/yr. The effluent disposal areas will be <br /> approximately 12,000 sq. Mot x 15 lots =4.1 acres. Therefore, and assuming all nitrogen <br /> eliminating converts to nitrate, the nitrate-nitrogen loading is approximately 792 lbs N/yr_4.1 acres <br /> =193 lbs N/ac/yr based on the 6 kg/person/yr premise. Therefore, the Crites/Tchobanoglous Formula <br /> overestimates the nitrogen-loading on an acre areal basis by a factor of approx. two (434 lbs N/ac/yr <br /> vs. 193 lbs N/ac/yr). <br /> 4, Calculation of Alkalinity Requirement for Nitrification.- <br /> All <br /> itrificationAll of the nitrate-nitrogen loading calculations above are contingent upon the environmental <br /> factors required for nitrification to occur. These conditions include soil pore-space oxygen content, <br /> soil temperature, pH, electrical conductivity, organic matter, cation exchange capacity, and <br /> alkalinity. Alkalinity in wastewater effluent is derived from the domestic water supply in addition <br /> to the introduction of wastes. Nitrification consumes approximately 7.1 mg of alkalinity for every <br /> mg of ammonia-nitrogen(NH4-N) oxidized. The alkalinity from the domestic well boring water <br /> reveals a total alkalinity of 71 ppm at depth of 294 it, a total alkalinity of 97 ppm at 350 ft and a <br /> total alkalinity of 71 at 458 ft depth. <br /> Total nitrification of the average Total Nitrogen concentration of 56 mg/L, as calculated, would <br /> require: 56 in L NH,,-N x 7.1 mg CaCO = 398 m L alkalinit . Determining the alkalinity of the <br /> groundwater from the tested depths,we find an average alkalinity of 80 ppm. Consequently, it may <br /> be that nitrification will be inhibited because of a significant deficiency in the groundwater <br /> alkalinity. The introduction of alkalinity from the domestic waste stream would have to be <br /> substantial for the nitrification reaction to occur. <br /> G. .Agronomic Input Comparisons <br /> PROJECTED AGRONOMIC NITRATE IMPACT IF PROPERTY WERE IN WALNUT PRODUCTION <br /> i Although the property is currently fallow, the flat portion of the acreage could be planted in <br /> ' walnuts,which would be the logical crop since walnuts are being grown adjacent to the north and <br /> west of the property. Mature walnut trees may use approximately 250 pounds of nitrogen per <br /> acre, which is the total uptake in the harvested portion. <br /> Page -14- <br /> Chesney Consulting <br />
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