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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
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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 NFIr "W <br /> '��,/t FALL CREEK <br /> — Specifications +r,�C ENGINEERING,INC. <br /> 8.2.3. Discharge Hose & Valve Assembly <br /> The discharge hose and valves (model no. HV200 B-H41) shall have a 2" diameter. It shall have <br /> a PVC ball valve rated to 150 psi and a PVC flex hose with working pressure rating of 100 psi. <br /> 8.2.4. Electrical Splice Box <br /> The splice box shall be UL approved for wet locations, equipped with five electrical cord grips <br /> and a 1" diameter conduit and be factory installed on the risers (OSI MODEL NO. SB 4). <br /> ti 8.2.5. Pump Float Switch Assembly <br /> The pump float assembly shall include three float switches: a high water alarm, an override timer <br /> on & off, and a redundant off/low level alarm (OSI Model No. MF3A-YBR 45-V). The floats <br /> shall be mounted on a PVC stem via adjustable ABS float collars and must be removable without <br /> removing the pump vault. The floats shall be UL and/or CSA listed and shall be rated for 5.OA <br /> %W @ 120VAC. See details for high and low level alarms, on-off function, and color code. <br /> %.' 8.2.6. Controls and Alarms <br /> `r A simplex control panel Model S 1 shall control the pump. <br /> b <br /> ` 8.2.7. Risers And Lids <br /> The access risers shall be at least 24" in diameter with a water tight fiberglass lid. <br /> 9. PIPING AND FITTINGS <br /> The type of pipe materials and fittings shall be as designated on the plans and shall comply with <br /> the following: <br /> 9.1. PVC Pipe <br /> ♦► Polyvinyl chloride pipe (PVC) shall be standard weight schedule 40 or schedule 80 conforming <br /> %W to AWWA C900-89 and ASTM-D-175 standards. <br /> %W 9.2. Fittings and Couplings <br /> Fittings and couplings for PVC piping shall be threaded or slip-fitted tapered socket solvent weld <br /> type. Threaded adapters shall be provided with socket pipe for connections to threaded pipe. All <br /> PVC fittings shall be threaded schedule 80 or socket schedule 80 PVC fittings conforming to <br /> AWWA standard c907-91 and ASTM standard D-2464 and D-2467. <br /> 9.3. Flexible Pipe Connectors <br /> Flexible pipe connectors shall be rated for 150 psi and constructed of neoprene and nylon with <br /> internal and external stainless steel pipe, such as the metraflex flexible rubber pipe connectors or <br /> equivalent. <br /> 9.4. Trenching <br /> Excavation of pipe trenches shall follow neat and parallel lines with trench width, in general to <br /> _ be 12" minimum. <br /> Contractor shall verify locations of all existing underground utilities prior to commencement of <br /> work. <br /> IESSIE's GROVE WINERY 33 MAY 2002 <br />
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