Shed Creek Winery Wastewater Plans

WASTEWATER PLAN
N
FOR THE
SHED CREEK WINERY
N
80 GRAPEVINE LANE
NAPA, CA 94558
APN: 033-170-002
ANGWIN
CALISTOGA
BERRYESSA
HIGHLANDS
DATE: 5/14/2015
SAINT
HELENA
NAPA
PROJECT
LOCATION
(E) BARN
AMERICAN
CANYON
PREPARED BY:
(E) ACCESSORY BUILDINGS
PROJECT #: 00066
CIRCLE OAKS
YOUNTVILLE
CAMERON PRIDMORE PE, PLS
1607 CAPELL VALLEY ROAD
NAPA, CA 94558
(707) 815-0988
RUTHERFORD
VICINITY MAP
SHED CREEK WINERY
80 GRAPEVINE LANE
NAPA, CA 94558
APN: 033-170-002
NTS
(E) APPROXIMATE
PROPERTY LINE
(E) LEACH FIELD,
APPROXIMATE LOCATION
(E) SEPTIC TANK
SHEET INDEX
(E) DRIVEWAY
(E) LEACH FIELD,
APPROXIMATE LOCATION
(E) SEPTIC TANK
(E) BARN TO BE CONVERTED
TO WINERY
(E) TEST PIT 1
(P) DOMESTIC AND SEPARATE
PROCESS WASTEWATER
SYSTEM MEETING CENTRAL
VALLEY WQCB REQ.
(P) PROCESS
SPRINKLER FIELD
(P) 200% RESERVE AREA
SHT. #
DESCRIPTION
1
TITLE SHEET
2
DOMESTIC WASTEWATER PLAN
3
PROCESS WASTEWATER PLAN
4
DOMESTIC SYSTEM NOTES & DETAIL
5
PROCESS SYSTEM NOTES & DETAIL
TITLE SHEET
(E) RESIDENCE
OWNER:
(E) 2ND DWELLING
(E) TEST PIT 2
UNAUTHORIZED CHANGES & USES:
(P) LEACH FIELD
(E) TEST PIT 3
(E) ACCESS DRIVEWAY TO
GORDON VALLEY ROAD
SITE MAP
. 12-31-2016
75
150
SCALE: 1"=150'
R#
DESCRIPTION
DATE
1
7-7-15 NC COM.
11-2-15
2
1-7-16 NC COM.
5-26-16
PROPERTY LINES:
1" = 150'
0
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE DESIGNER OF THESE PLANS.
300
THE PROPERTY LINES SHOWN HEREON ARE BASED ON PRELIMINARY
SURVEY DATA, AND ARE FOR REFERENCE ONLY. THIS IS NOT A
BOUNDARY SURVEY MAP AND SHOULD NOT BE USED AS SUCH.
SHEET:
1
OF 5
ESTABLISH GRASS TYPE
VEGETATIVE COVER
MOUND FOR
DRAINAGE
EXISTING GROUND
SURFACE
TOPSOIL
12"
NATIVE FILL
ADS ARC 24 INFILTRATOR
CHAMBER OR APR. EQ
TRENCH DETAIL
PREPARED BY:
NO SCALE
DOMESTIC
WASTEWATER
PLAN
OWNER:
LID WITH OBSERVATION PORT AND 4" RISER
TUF-TITE 4 HOLE
DISTRIBUTION BOX
MODEL: 4HD2
LID WITH
OBSERVATION PORT
3 S-40 PIPE
FITTINGS. FITS
SCH. 40 4" PIPE.
NO GROUT
REQUIRED.
11"
4" SCH 40 SOLID
PVC PIPE
A
A
11"
15 1/2"
2"
6" MIN'
CONCRETE
BED
TOP VIEW
SECTION A-A
FOR COMPLETE DESIGN AND INSTALLATION DETAILS, CONTACT TUF-TITE
DISTRIBUTION BOX DETAIL
NO SCALE
PROJECT #: 00066
24"
CAMERON PRIDMORE PE, PLS
1607 CAPELL VALLEY ROAD
NAPA, CA 94558
(707) 815-0988
TRENCH BOTTOM
EXCAVATED ALONG
LEVEL CONTOUR
SHED CREEK WINERY
80 GRAPEVINE LANE
NAPA, CA 94558
APN: 033-170-002
INSTALL 140N MIRIFI FILTER
FABRIC OR APR. EQ. OVER
TOP OF CHAMBER
DATE: 5/14/2015
12" TRENCH
TUF-TITE SPEED LEVELER (TYP)
ADJUST TO EQUALIZE
DISTRIBUTION BOX FLOW
0
20
40
SCALE: 1"=40'
60
80
NOTES:
1. ACTUAL TANK LOCATION MAY VARY IN THE FIELD DUE TO TANK
SETTING ACCESSIBILITY. IF TANK LOCATION MUST DIFFER FROM
PLAN MAINTAIN MIN 2% PIPE FALL TO AND FROM TANK AND CONFIRM
NEW LOCATION MEETS ALL NAPA COUNTY CODES & SETBACK
REQUIREMENTS.
2. TIME DOSE DIGITAL CONTROL PANEL MUST BE INSTALLED WITHIN 25'
FROM HOUSE UNLESS A REMOTE ALARM IS INSTALLED
R#
DESCRIPTION
DATE
1
7-7-15 NC COM.
11-2-15
2
1-7-16 NC COM.
5-26-16
SHEET:
2
OF 5
DATE: 5/14/2015
PROJECT #: 00066
CAMERON PRIDMORE PE, PLS
1607 CAPELL VALLEY ROAD
NAPA, CA 94558
(707) 815-0988
SHED CREEK WINERY
80 GRAPEVINE LANE
NAPA, CA 94558
APN: 033-170-002
PREPARED BY:
OWNER:
PROCESS
WASTEWATER
PLAN
(P) 1.5" SCH 40 PVC
0
20
40
SCALE: 1"=40'
60
80
NOTES:
1. ACTUAL TANK LOCATION MAY VARY IN THE FIELD DUE TO TANK SETTING ACCESSIBILITY. IF TANK
LOCATION MUST DIFFER FROM PLAN MAINTAIN MIN 2% PIPE FALL TO AND FROM TANK AND CONFIRM
NEW LOCATION MEETS ALL NAPA COUNTY CODES & SETBACK REQUIREMENTS.
2. TIME DOSE DIGITAL CONTROL PANEL MUST BE INSTALLED WITHIN 25' FROM BUILDING UNLESS A
REMOTE ALARM IS INSTALLED
R#
DESCRIPTION
DATE
1
7-7-15 NC COM.
11-2-15
2
1-7-16 NC COM.
5-26-16
SHEET:
3
OF 5
TIMED DOSE DIGITAL PANEL,
INCLUDED WITH ORENCO EASYPAK
PUMP PACKAGE MODEL# BEP-10-TDD
TO DIGITAL PANEL
(SET PUMP ON TIMER FOR
4.5 MIN 10 TIMES PER DAY)
SIDE VIEW
NORMAL LIQUID
LEVEL
TIMER ON/OFF
3'-0"
1'-9"
2'-1"
SIDE VIEW
1200 GALLON SEPTIC TANK
CUTAWAY
CUTAWAY
HIGH LEVEL ALARM
FLOAT / PUMP ON
OVERRIDE
1'-6"
1200 GALLON PUMP TANK
PUMP OFF
FLOAT
ORENCO EASYPAK
PUMP PACKAGE
MODEL # BEP-10-TDD
9'-3"
CONDUIT TO PANEL
DATE: 5/14/2015
4'-9"
355 GAL RESERVE
PROJECT #: 00066
INLET
FROM
SEPTIC
TANK
INV. =
5'-8" DETERMINE
IN FIELD
4'-3"
MAINTAIN
2% MIN
FALL FROM
SEPTIC
TANK
PVC SPLICE
BOX
DISCHARGE
ASSEMBLY
TO LEACH
FIELD
WATER TIGHT SEAL
CAMERON PRIDMORE PE, PLS
1607 CAPELL VALLEY ROAD
NAPA, CA 94558
(707) 815-0988
4" INLET & OUTLET PIPE AND
FITTINGS STANDARD (TYP)
24" DIA PVC RISER WITH 24"
GASKETED FIBERGLASS LID
WITH S.S. BOLTS
PREPARED BY:
24" DIA PVC RISER WITH 24"
GASKETED FIBERGLASS LID
WITH S.S. BOLTS
SHED CREEK WINERY
80 GRAPEVINE LANE
NAPA, CA 94558
APN: 033-170-002
EASY PACK PUMP
5'-2"
LIQUID CAPACITY: 1200 GALLONS
BOX DESIGN LOAD: NON-TRAFFIC, UP TO 3 FEET OF SOIL
COVER, MAXIMUM 500 PSF.
TOP VIEW
NOTE:
FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT
SELVAGE CONCRETE PRODUCTS INC. AND ORENCO SYSTEMS INC.
DOMESTIC
SYSTEM NOTES
& DETAILS
TOP VIEW
OWNER:
TO LEACH
FIELD
SEPTIC TANK AND PUMP TANK DETAIL
SELVAGE SEPTIC/ PUMP TANK, NO SCALE
END
TOP
END CAPS
SIDE
ADS ARC 24 CHAMBER DETAIL
NO SCALE
PRIMARY WASTEWATER CALCULATIONS
1. SOIL TYPE IS CLAY LOAM WITH MODERATE GRANULAR STRUCTURE
2. BASED ON SOIL TYPE THE INFILTRATION RATE = 0.25 GAL/SF/DAY
3. USING INFILTRATOR CHAMBERS, THE NET ABSORPTION AREA PER LINEAR FOOT OF TRENCH = 3 SF/LF
3. THE WINERIES EXPECTED PROCESS WASTE IS 250 GALLONS PER DAY, WHICH WILL BE PROCESS VIA THE
PROPOSED 2000 GALLON HOLD AN HAUL TANK SYSTEM. THE REQUIRED STORAGE IS 7 X 250 GAL = 1750 G.
4. THE WINERIES EXPECTED SANITARY WASTE IS 105 GALLONS PER DAY
5. THE TOTAL EXPECTED GALLONS PER DAY TO THE WINERY LEACHFIELD IS = 105 GAL/DAY
6. THE MINIMUM TOTAL LENGTH OF TRENCH REQUIRED TO TREAT THE EXPECTED EFFLUENT IS
105 GAL/DAY / [(0.25 GAL/SF/DAY) X (3 SF/LF)] = 140 LF
RESERVE WASTEWATER CALCULATIONS
1. SOIL TYPE IN THE TRENCH ZONE IS CLAY LOAM WITH MODERATE GRANULAR STRUCTURE
2. BASED ON SOIL TYPE THE INFILTRATION RATE FOR DRIP = 0.6 GAL/SF/DAY
3. THE WINERIES EXPECTED PROCESS WASTE IS 250 GALLONS PER DAY
4. THE WINERIES EXPECTED SANITARY WASTE IS 105 GALLONS PER DAY
5. THE TOTAL EXPECTED GALLONS PER DAY FROM THE PROPOSED WINERY = 355 GAL/DAY
6. THE MINIMUM DISPERSION FIELD AREA FOR AN ENGINEERED DRIP SYSTEM GIVEN THE
ABOVE VARIABLES IS (355 GAL/DAY / 0.6 GAL/SF/DAY X 200%) = 1183 SF
R#
DESCRIPTION
DATE
1
7-7-15 NC COM.
11-2-15
2
1-7-16 NC COM.
5-26-16
SHEET:
4
OF 5
FILTER FLUSH
RETURN LINE
HOLDING TANK TOP VIEW
NTS
BIOTUBE & PUMP
NTS
TO FIELD
24" DIA PVC RISER WITH 24" GASKETED
FIBERGLASS LID WITH S.S. BOLTS (TYP)
ORENCO INTERNAL
SPLICE BOX
OUND
SLOPE GR
M RISER
O
R
AWAY F
YP)
2% MIN (T
YP)
2% MIN (T
PUMP BASIN TOP VIEW
NTS
24" DIA PVC RISER WITH 24"
GASKETED FIBERGLASS LID
WITH S.S. BOLTS (TYP)
FILTER ALARM
CONDUIT TO PANEL
PREPARED BY:
24" DIA PVC RISER WITH 24"
GASKETED FIBERGLASS LID WITH
S.S. BOLTS (TYP)
PVC SPLICE BOX
SHED CREEK WINERY
80 GRAPEVINE LANE
NAPA, CA 94558
APN: 033-170-002
SEPTIC TANK TOP VIEW
1.5" RETURN LINE FROM
FILTER FLUSH
TO CONTROL
PANEL
DISCHARGE ASSEMBLY
TO FIELD
1500 GALLON RESERVE
HIGH LEVEL ALARM FLOAT
SELVAGE 2000 GAL CONCRETE HOLDING
TANKS
FLOW-THROUGH PORT
OWNER:
INLET TEE
STANDARD SEPTIC
FITTING (TYP)
SELVAGE 2000 GAL BAFFLED
CONCRETE SEPTIC TANK
ZABEL A-300
12X20 WITH
SMART FILTER
ALARM OR EQ .
1.0'
4" FLOW
THROUGH
CONNECTION
FOR MULTIPLE
TANKS
TIMER ON/OFF
OVERRIDE FLOAT
REDUNDANT PUMP OFF FLOAT
5.50'
4.00'
SEPTIC TANK SECTION VIEW
HOLDING TANK SECTION VIEW
NTS
NTS
SEPTIC TANK DETAIL
HOLDING TANKS DETAIL
FOR SCHEMATICAL PURPOSES, ACTUAL LAYOUT MAY VARY, SEE
FOR SCHEMATICAL PURPOSES, ACTUAL LAYOUT MAY VARY, SEE
PLAN (N.T.S.)
PLAN (N.T.S.)
PROCESS
SYSTEM NOTES
& DETAILS
NORMAL LIQUID LEVEL
NORMAL LIQUID LEVEL
PROJECT #: 00066
CONDUIT TO PANEL
CAMERON PRIDMORE PE, PLS
1607 CAPELL VALLEY ROAD
NAPA, CA 94558
(707) 815-0988
4" PVC DISCHARGE
LINE SLOPE MIN 2%
DATE: 5/14/2015
INLET
6"
3.50'
3.00'
HOLDING TANKS
4" MIN PVC PIPE
FROM TANK
BIOTUBE PUMP VAULT MODEL # PVU68-2425
WITH PUMP MODEL # PF203034
CUSTOM ORENCO PUMP BASIN
MODEL TO FIT HEIGHT REQ.
R#
DESCRIPTION
DATE
PUMP BASIN SECTION VIEW
1
7-7-15 NC COM.
11-2-15
NTS
2
1-7-16 NC COM.
5-26-16
PUMP BASIN DETAIL
FOR SCHEMATICAL PURPOSES, ACTUAL LAYOUT MAY VARY, SEE
PLAN (N.T.S.)
SHEET:
5
OF 5