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SU0002230
Environmental Health - Public
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TURNER
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1973
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2600 - Land Use Program
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UP-98-03
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SU0002230
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Last modified
5/7/2020 11:29:07 AM
Creation date
9/9/2019 10:46:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002230
PE
2626
FACILITY_NAME
UP-98-03
STREET_NUMBER
1973
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95240
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
1973 W TURNER RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\T\TURNER\1973\UP-98-03\SU0002230\APPL.PDF \MIGRATIONS\T\TURNER\1973\UP-98-03\SU0002230\CDD OK.PDF \MIGRATIONS\T\TURNER\1973\UP-98-03\SU0002230\EH COND.PDF \MIGRATIONS\T\TURNER\1973\UP-98-03\SU0002230\EH PERM.PDF
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EHD - Public
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Wastewater Treatment System NOW FALL CREEK <br /> Specifications ENGINEERING,INC. <br /> The inlet lateral pipe shall have ''/2" orifices on one-foot centers. The orifice holes shall face <br /> downward toward the riprap at approximately 135° from vertical. <br /> The outlet lateral shall be a perforated pipe that allows a maximum amount of flow into the pipe. <br /> 6.2. Fill <br /> After the wetland has been graded to a depth of 2' with side slopes of 2:1 and lined with 30 mm <br /> %W PVC liner(see Section 5), it shall be backfilled with soil and then gravel. <br /> 6.2.1. Base Laver <br /> Approximately 6" of native earth backfill shall be placed uniformly on top of the liner. The <br /> earthen layer will function as a base to protect the PVC liner and as a foundation material for the <br /> %W plant roots. <br /> 6.2.2. Gravel Fill <br /> Eighteen inches of gravel fill shall be placed onto the earth layer. The gravel shall be a clean <br /> locally available material such as that used for concrete. The diameter of the gravel is the <br /> discretion of the Winery, although in general gravel between '/2 inch and 1 inch in size has been <br /> found to provide the best combination of hydraulic conductivity and void ratio. The gravel shall <br /> be a uniform grade so that it has a porosity of at least 33%, and, if possible, at least 98% of the <br /> �► material shall pass the #100 sieve. Gravel shall have a minimum Mohs hardness of 6 to <br /> minimize the production of fines during transit and placement. The gravel shall be placed level <br /> and shall be free of vehicular tracks and depressions or ridges. <br /> %a' 6.2.3. Inlet and Outlet Fill <br /> For a minimum of three feet surrounding the inlet and outlet laterals a larger material than the <br /> gravel specified in Section 6.2.2 shall be used. In these areas rock shall be 11/2 to 3 inches in <br /> %W diameter. The larger rock will help to settle out particles and promotes the uniform distribution <br /> of effluent. <br /> 7. VEGETATION <br /> Vegetation, both live and dead, contributes to both the performance and aesthetics of subsurface <br /> �kw flow wetlands. Establishing a viable wetland plant population is often the least familiar aspect of <br /> '`• wetland construction, therefore it is important to become acquainted with installation techniques <br /> `, before planting. After the initial planting it will be necessary to monitor the water level in the <br /> %W wetland and it may be necessary to replant some areas at a later time. The rest of this section <br /> discusses the recommended plant species for Jessie's Grove Winery and some planting <br /> specifications. <br /> 7.1. Species Selection <br /> The majority of the wetland (-80%) should be planted in native bulrush and the remainder can <br /> be cattails (-20%). The Winery may introduce other local native wetland species as they wish <br /> for aesthetic purposes. <br /> Recommended Bulrushes: <br /> California Tule, (Scirpus californicus) 6-12 feet tall <br /> ~ 1ESSIE'S GROVE WINERY 30 MAY 2002 <br />
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