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SR0046133 SSNL
Environmental Health - Public
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2600 - Land Use Program
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SR0046133 SSNL
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Entry Properties
Last modified
1/7/2020 1:17:59 PM
Creation date
9/4/2019 10:11:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0046133
PE
2601
STREET_NUMBER
20527
Direction
W
STREET_NAME
BACON ISLAND
STREET_TYPE
RD
City
HOLT
Zip
95234
APN
12904040
ENTERED_DATE
3/16/2006 12:00:00 AM
SITE_LOCATION
20527 W BACON ISLAND RD
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\B\BACON ISLAND\20527\SS STDY.PDF
Tags
EHD - Public
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C.C.R.C. FARMS, LLC MANUFACTURED HOME #4 N <br /> SEPTIC SYSTEM PROFILE SCHEMATIC <br /> Influent <br /> Inlet <br /> Manufactured Home#4 <br /> Building Pad Levee Road <br /> Clean-out /ill = 40' (Approx) <br /> Old River 123 Ft. Slope <br /> 17 Ft. (Native Vegetation) <br /> 190 <br /> Four Inch Driveway <br /> Dia.ABS Pipe r S __ (Bare Soil) Primary leachfield area <br /> Replacement/Reserve Area <br /> y-60 Ft. - 75 Ft. I <br /> I I� <br /> Two Compartment Distrib n Box Water table at <br /> p <br /> 1200 Gallon Septic Tank 7.5 FT below grade(2114/06) <br /> Leachlines(3 x 75 Ft.) <br /> Trenches to be 30 inches maximum depth <br /> NOTES: <br /> 1. Four-inch diameter ABS pipe from Manufactured Home#4 8. Effluent gravity flows to a three outlet Distribution Box with Polylok Equalizers® <br /> sanitary outlet to septic tank as denoted in red. 9. Leachfield consists of three.75 feet leachlines. Leachline trenches <br /> 2. ABS pipe to be placed 18 inches below levee road with a to be?3D'inches deep,MAXIMUM. <br /> fall of 114 inch per foot. 10. Scari y ob ttom and sidewalls of trenches. <br /> 3. Backfill Compaction per Kjeldsen,Sinnock and Neudeck 11. Refer to S.J.C.Sewage Standards;Section 8 for leachfield details. <br /> 4. Clean-out at beginning of slope. 12.Water table depth measured at�7.5 ffe�t. <br /> S. 30-45 degree elbow at beginning of slope. Four-inch ABS pipe <br /> continues down slope,18 inches below grade. 30-45 degree elbow <br /> at toe of slope connecting to septic tank. <br /> 6. Septic tank to consist of 1,200 gallon size with two compartments <br /> to keep second compartment quiescent.Effluent filter in second compartment. <br /> 7. Effluent outlet is four-inch diameter ABS pipe,18 inches under <br /> existing grade of bare soil driveway,with a fall of 114 inch <br /> per foot maximum. <br /> Chesney Consulting <br />
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