HomeMy WebLinkAboutPLANSLOCUS
#143
EXISTING
2-BEDROOM
DWELLING
EXISTING 1,000 GALLON
SEPTIC TANK TO BE
USED IN THIS DESIGN
EXISTING SAS (APPROXIMATE
LOCATION ONLY) TO BE REMOVED &
REPLACED w/ CLEAN COARSE SAND
MAP 25
LOT 23
13,500± S.F.PAWKANNAWKUT DR
IVE(40'
W
IDE
LAYOUT)
Benchmark
Nail Set in 22" Tree
Elev. = 7.71'
NAVD 88
THRESHOLD
EL.=7.6'±
FENCE (T
Y
P
)EDGE OF
PAVEMENT
6x2'
TP 1
L.P.
COBB
L
E
S
T
O
N
E
W
A
L
K
PROPOSED INSPECTION
PORT WITH ACCESS
BOX TO GRADE
PROPOSED TOTAL 20 ARC 36
(Model #3613) PLASTIC CHAMBERS
IN A FIELD CONFIGURATION
PROPOSED
DISTRIBUTION BOX
PROP. 40 MIL. IMPERVIOUS
GEOMEMBRANE LINER;
TOP EL.=8.78'; BOT EL.=3.78'
PROPOSED 1,000
GALLON H-10
PUMP CHAMBER
REMOVE ALL UNSUITABLE MATERIAL
DOWN TO TOP OF "C" SOIL &
REPLACE WITH CLEAN COARSE
SAND PER 310 CMR 15.255(3)
PROP. 3' HIGH (MAX.)
RETAINING WALL
PROPOSED 4" SCH.
40 PVC VENT PIPE
DEWATERING SEDIMENT TRAP FOR
PUMP CHAMBER & SAS EXCAVATIONS
(see detail). CONTRACTOR TO ENLARGE
SIZE, SHOULD IT BE NECESSARY DURING
CONSTRUCTION (DO NOT ENCROACH
WITHIN 50-FT WETLAND BUFFER ZONE)
WORK LIMIT LINE
~COB
B
L
E
S
T
O
N
E
D
R
I
V
E
~S22° 56
'
00"E96.72
'
N78° 45' 4
0
"
E
208'±
N67° 0
4'
0
0
"
E
163'±
MAP 25
LOT 25
MAP 25
LOT 24
MAP 25
LOT 23
U.P.#388/19
APPR
O
X.M.P.#137
EXISTING
DWELLING
VEGET
A
T
I
O
NLANDSCAPE AREA
BUSH
E
S
VEGE
T
A
TI
O
N
GUYW
I
R
E
LAND
S
C
A
P
E
A
R
E
A
THRESHOLD
EL.=7.4'±
BREE
Z
E
W
A
Y
5
6
66
6
6
6 667 67
7
6
7 66
7L.P.
L.P.
5x2'
5x2'
5x2'
5x3'
5x6'
5x8'
5x2'
5x9'
5x6'
5x4'
6x9'100' COASTAL BANK OFFSETEXISTING ELECTRIC LINE TO
BE ROUTED AROUND SAS
70' COASTAL BANK OFFSET~COB
B
L
E
S
T
O
N
E
D
R
I
V
E
~BUSHES6
5x9'
LANDS
C
A
P
E
A
R
E
A
6
9
9
6
9x9'
9x9'
9x6'
9x6'
9x6'
9x6'
7
7
RESERVE AREA2nd FL
.
BALCONYCONCRETE PAD
FLA
G
S
T
O
N
E
W
A
L
K
FLAG
S
T
O
N
E
W
A
L
K
SHOW
E
R
BUSH
E
S
BUSHE
S
FLAG
S
T
O
N
E
W
A
L
K
8" PINE
15" HOLLY
39.7'
27.7'4.5'12.8'16.0
'
(ex
.)55SHED
(144 sf)
GAZE
B
O
(115 sf
)
50.9' (ex.)
EXIST. HOUSE
PEAK EL.=35.0'±
CHIM.
1 STORY
GARAGE
PROPOSED 7.5' x
20' TWO (2) STORY
LATERAL ADDITION34.3
'
5.0'
7.5'
PROP.
G
A
S
FIREP
L
A
C
E16.0
'
(pr
.)
50.9' (pr.)100' INNER RIPARIAN200' OUTER RIPARIAN15.6
'
EXIST. 2nd FLOOR BALCONY
TO BE REMOVED & REPLACED
w/ NEW EXTENDED BALCONY
AS SHOWN IN HATCH
HAYBALESWORK LIMIT LINE
PROPOSED 5' x 34.3' 2nd
FLOOR BALCONY (172 sf)200'
OUTER
R
IPAR
IAN
22.1'15.2
'20.0
'
DESIGN DATA
EXISTING GAS LINE
JLCChecked By:MCP Designed By:JOB No. 6237Drawn By:
40 FEET
LOCATED AT
PREPARED FOR:
CAPE COD OZ PROPERTY II, LLC
143 PAWKANNAWKUT DRIVE
SOUTH YARMOUTH, MA 02664
201005
1 INCH = 10 FT.
508.273.0377
PREPARED BY:
JC ENGINEERING, INC.
EAST WAREHAM, MA 02538
DATE: JUNE 18, 2022
2854 CRANBERRY HIGHWAY
SCALE:
PROPOSED ADDITION & SEPTIC PLANP.B. 181, PG.125EXISTING CONTOUR50
EAST FALMOUTH, MA 02536
EXISTING 1,000 GALLON SEPTIC TANK
RESERVED FOR BOARD OF HEALTH USE
17.DEED REFERENCE: BOOK 31058, PAGE 119
SCALE: 1" = 1000'
LOCUS PLAN
SCALE: 1" = 10'
SITE PLAN
DESCRIPTIONAPP'D.DATEREV.BY
ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM INSTALLATION AND ADDITION
CONSTRUCTION. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN
OTHER THAN ITS INTENDED PURPOSE.
50x0'
50
20.
19.
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
PROPOSED DISTRIBUTION BOX
EXISTING UNDERGROUND ELECTRIC
TEST PIT LOCATION
EXISTING SPOT GRADE
PROPOSED CONTOUR
LEGEND
PLAN REFERENCE: PLAN BOOK 181, PAGE 125
LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
AND DESIGN ENGINEER.
OWNER OF RECORD:
ASSESSOR'S MAP 25 LOT 23
PROPOSED PROJECT IS LOCATED WITHIN:
CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
TO THE DESIGN ENGINEER.
ELEVATIONS BASED ON NAVD 88 DATUM. SEE BENCHMARK LOCATION AND ELEVATION AS
SHOWN ON PLAN.
THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
COMMUNITY PANEL #
14.
ADDRESS:
18.
FEMA FLOOD ZONE
16.
15.
13.
11.
10.
8.
9.
7.
6.
25001C0588J
CAPE COD OZ PROPERTY II, LLC
AE (EL.11)
169 METOXIT ROAD
SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SYSTEM UNLESS OTHERWISE NOTED.
ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
CODE AND ANY APPLICABLE LOCAL RULES.
TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
ELEVATION = 8.78' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
GENERAL NOTES
5.
4.
3.
2.
1.
A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
21.
PROPOSED SPOT GRADE50
EXISTING WATER LINETOTAL DESIGN FLOW GAL/DAY
DESIGN FLOW GAL/DAY/BEDROOM
NUMBER OF BEDROOMS (DESIGN)
110
330
USE EXISTING GALLON SEPTIC TANK1,000
DESIGN FLOW x 200 % = GAL/DAY660
3
12.ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
22.
MCP
TEST PIT DATA
0"
C.S.E. APPROVAL DATE:Oct. 27, 1999
PERC NO.N/A
EVALUATOR: Michael Pimentel, EIT, CSE
PERC RATE =
April 28, 2022
ELEV WATER =
TEXTURAL CLASS:
DEPTH OF PERC =
TEST PIT #:
ELEV TOP =
DATE:
I
1
'
INSPECTOR: Jay Gardiner (BOH)
6.20'
6.20
30"3.70'
92"-1.47'
C Med. to Coarse Sand
2.5Y 6/4
(5-10% gravel)
Fill
Standing @ 54"54"1.70'
Mottling @ 42"42"2.70'
TEE
TEE
3"
2" SCH. 40
TO D-BOX
9" MIN.21" MIN.
(TYP)
7.2'±F.G. OVER TANK EL.=
@ FND. EL.=
PROP.
LENGTH WIDTH DEPTH
9"
14"L=13'±
1,000 GALLON H-10 PUMP CHAMBER1,000 GALLON SEPTIC TANK
8'-6"4'-10"5'-8"
SLOPE @ 1% min.
40 PVC
4" SCH.3"6"36" MAX.
3" DROP MAX.13"PROP. 1,000 GAL. H-10 PUMP CHAMBER
TEE
48"
LIQUID
LEVEL
INV. OUT=
OFF
PUMP
PUMP ON
ALARM ON
F.G. OVER P.C. EL.=
NOT TO SCALE
EXISTING 1,000 GAL. SEPTIC TANK &
TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE
6.9' - 7.0'
4.75'
5.00'
7.2'±
FINISH GRADE
2" DROP MIN.
ALL TEES TO BE
LINED UP DIRECTLY
UNDER CENTER OF
RISER OPENINGS
F.F. EL. =7.6'±
EL.=0.42'
EL.=6.08'10"GW @ EL.=2.7'±
PROVIDE EXTENSION RISER
OVER OUTLET COVER TO
F.G. (TYP. FOR S.T. AND P.C.)
22" ZABEL FILTER
MODEL # A1801-4x22
(GAS BAFFLE ON BOTTOM)
6" CRUSHED STONE
OVER MECHANICALLY
COMPACTED BASE
(FOR PUMP CHAMBER)
DISCONNECT
PROVIDE WATER-TIGHT SEAL AT
ALL PIPE PENETRATIONS (TYP)
JUNCTION BOX
EL=1.75'
EL=2.20'
EL=2.75'
(DIMENSIONS PER ACME-SHOREY)
EL.=0.75'
PROVIDE EXTENSION RISER WITH
COVER OVER INLET TO WITHIN 6"
OF F.G. (TYP. FOR S.T. AND P.C.)
9" MIN.
1"
BASE. FIRST TWO FEET OF OUTLET
CROSS SECTION VIEW
DISTRIBUTION BOX DETAIL
NOT TO SCALE
PIPES TO BE LAID LEVEL.
OUTLET DISTRIBUTION BOX
TO BE INSTALLED ON A LEVEL STABLE
6" CRUSHED STONE
OVER MECHANICALLY
COMPACTED BASE
2" PVC TEE
FINISH GRADE OVER D-BOX =
REMOVABLE WATERTIGHT RISER
36"MAX.
5" DIA. OUTLET(S)
5
8.40'8.57'
9.9'±
TO WITHIN 6" OF FINISHED GRADE
12" MIN.6"
4" PVC OUT
TO SAS
40 MIL GEOMEMBRANE LINER,
BOTTOM ELEV. = 3.78' (MAX.)
40 MIL GEOMEMBRANE LINER,
TOP ELEV. = 8.78' (MIN.)
13"
11.5'
INSPECTION PORT WITH ACCESS
BOX TO WITHIN 3" OF F.G.
(SEE PLAN FOR LOCATION)
7.13" (TYP)
4" SCHEDULE 40 PVC MIN. SLOPE 1%FINISHED GRADE OVER CHAMBERS =
SLOPE @ 2% MIN.
(TYP.)
9.9' - 9.6'
NOT TO SCALE
2.7' (mottling)
5' MIN.
(REQ'D)
TOP OF SAS / B.O. =
GROUND WATER ELEV.=
8.78'
CHAMBER END VIEW
8.29'
0.59'
25.0'
5.0'
(TYP.)
CHAMBER PROFILE
1.08'
(TYP.)
2.875' (34.5")7.70'(STONELESS SYSTEM)
(min.)
5.0'
ARC 36 CHAMBERS (Model #3613)
36" MAX.
9" MIN.
FILTER FABRIC NOTE #1: DRAPE THE FABRIC TO COMPLETELY
COVER THE LOUVERED SIDEWALLS OF THE CHAMBERS TO
PREVENT SOIL INTRUSION. FABRIC: SPUN BONDED, MADE UP OF
NYLON FIBERS, HYDROPHILIC IN NATURE • WEIGHT: 0.35 - 1 OZ/YD2
LINER TO BE INSTALLED AROUND SAS PERIMETER*CONTRACTOR TO VERIFY
EXISTING ELEVATION PRIOR
TO ANY WORK & NOTIFY
ENGINEER IF DIFFERENT.
EXISTING SEWER
*5.3'±
PROP. VENT WITH CHARCOAL
FILTER TO ABOVE GRADE
NOTE:
EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER
CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR WATER
TECHNOLOGIES, LLC., MODIFIED JUNE 12, 2015. TRANSMITTAL # X264258.
SYSTEM CAPACITY
(TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) = GPD
(100') (4.8 SF/LF) (0.74 GAL/SQ.FT.) = 355.2 GAL. LEACHING / DAY
TOTALS:
TOTAL NUMBER OF CHAMBERS: 20
TOTAL LEACHING AREA: 480.0
TOTAL LEACHING CAPACITY: 355.2
INSTALL 20 - ARC 36 (#3613BD) CHAMBERS
PROPOSED 1,000 GALLON H-10 PUMP CHAMBER
PROPOSED 2" SOLID SCHEDULE 40 PVC FORCEMAIN
SHEET 1 OF 2
PROVIDE FILTER FABRIC OVER
ENTIRE LEACHING FACILITY
(SEE FABRIC NOTE #1 BELOW)
PROPOSED ARC 36 (#3613BD) CHAMBER
30" - 48"
< 2 min./inch
2.70'
WRACK EL.=2.0'±
M.H.W. EL.=1.4'±
12"
NUMBER OF BEDROOMS (EXISTING)2
Perc
48"2.20'
CONTRACTOR TO CONTACT YARMOUTH HEALTH DEPARTMENT
TO PERFORM OPEN HOLE INSPECTION OF SAS PRIOR TO
PLACING CLEAN COARSE SAND PER 310 CMR 15.255(3).
*SUBJECT PROPERTY IS NOT LOCATED WITHIN A ZONE II.
4 CHAMBERS WIDE
Ownership; Add house addition, fireplace, balcony, etc.JLC11-16-222 MCP
RET. WALL TO BE CONSTRUCTED
AROUND SAS PERIMETER
Remove 1-ft g.w. variance request & add reserveJLC10-8-221 MCP
#143
EXISTING
2-BEDROOM
DWELLING
#137
EXISTING
DWELLING
GARAGE PAWKANNAWKUT DR
IVE(40'
W
IDE
LAYOUT)
HC-1 (1)
GC-1
(2)14.0
'25.0
'
25.0'
10.0'11.5
'
(3)
(4)
(6)
(5)16.7'11.5
'
24.9'25.0
'
11.5'
10.2'
18.0'
RESERVE AREA
#143
EXISTING
2-BEDROOM
DWELLING
EXISTING 1,000 GALLON
SEPTIC TANK TO BE
USED IN THIS DESIGN
EXISTING SAS (APPROXIMATE
LOCATION ONLY) TO BE REMOVED &
REPLACED w/ CLEAN COARSE SAND
MAP 25
LOT 23
13,500± S.F.PAWKANNAWKUT DR
IVE(40'
W
IDE
LAYOUT)
Benchmark
Nail Set in 22" Tree
Elev. = 7.71'
NAVD 88
THRESHOLD
EL.=7.6'±
FENCE (T
Y
P
)EDGE OF
PAVEMENT
6x2'
TP 1
L.P.
COBB
L
E
S
T
O
N
E
W
A
L
K
TOP OF COASTAL BANK / WOOD-PILE BULKHEADPARKERS RIVER(M.H.W. EL.=1.4'±)(TIDAL)PROPOSED INSPECTION
PORT WITH ACCESS
BOX TO GRADE
PROPOSED TOTAL 20 ARC 36
(Model #3613) PLASTIC CHAMBERS
IN A FIELD CONFIGURATION
PROPOSED
DISTRIBUTION BOX
PROP. 40 MIL. IMPERVIOUS
GEOMEMBRANE LINER;
TOP EL.=8.78'; BOT EL.=3.78'
PROPOSED 1,000
GALLON H-10
PUMP CHAMBER
REMOVE ALL UNSUITABLE MATERIAL
DOWN TO TOP OF "C" SOIL &
REPLACE WITH CLEAN COARSE
SAND PER 310 CMR 15.255(3)
PROP. 3' HIGH (MAX.)
RETAINING WALL
PROPOSED 4" SCH.
40 PVC VENT PIPE
DEWATERING SEDIMENT TRAP FOR
PUMP CHAMBER & SAS EXCAVATIONS
(see detail). CONTRACTOR TO ENLARGE
SIZE, SHOULD IT BE NECESSARY DURING
CONSTRUCTION (DO NOT ENCROACH
WITHIN 50-FT WETLAND BUFFER ZONE)
WORK LIMIT LINE
~COB
B
L
E
S
T
O
N
E
D
RI
V
E
~S22° 56
'
00"E96.72
'
N78° 45' 4
0
"
E
208'±
N67°
0
4'
0
0
"
E
163'±
MAP 25
LOT 25
MAP 25
LOT 24
MAP 25
LOT 23
U.P.#388/19
APPR
O
X.M.P.#137
EXISTING
DWELLING
VEGET
A
T
I
O
NLANDSCAPE AREA
BUSH
E
S
VEGE
T
A
T
I
O
N
GUYW
I
R
E
WRACK LINE EL.=2.0'±LAND
S
C
A
P
E
A
R
E
A
THRESHOLD
EL.=7.4'±
BREE
Z
E
W
A
Y
5
6
66
6
6
6 667 67
7
6
7 66
7L.P.
L.P.
5x2'
5x2'
5x2'
5x3'
5x6'
5x8'
5x2'
5x9'
5x6'
5x4'
6x9'100' COASTAL BANK OFFSETEXISTING ELECTRIC LINE TO
BE ROUTED AROUND SAS
70' COASTAL BANK OFFSET~COB
B
L
E
S
T
O
N
E
D
R
I
V
E
~BUSHES6
5x9'
LANDS
C
A
P
E
A
R
E
A
6
9
9
6
9x9'
9x9'
9x6'
9x6'
9x6'
9x6'
7
7
RESERVE AREA2nd FL
.
BALCONYCONCRETE PAD
FLA
G
S
T
O
N
E
W
A
L
K
FLAG
S
T
O
N
E
W
A
L
K
SHOW
E
R
BUSH
E
S
BUSHE
S
FLAG
S
T
O
N
E
W
A
L
K
8" PINE
15" HOLLY
~WOODEN DECK~39.7'
27.7'4.5'12.8'1.8'16.0
'
(ex
.)55SHED
(144 sf)
SHED
(73 sf)
GAZE
B
O
(115 sf
)
50.9' (ex.)
8.3'
8.8'
EXIST. HOUSE
PEAK EL.=35.0'±
CHIM.
1 STORY
GARAGE
PROPOSED 7.5' x
20' TWO (2) STORY
LATERAL ADDITION34.3
'
5.0'
7.5'
PROP.
G
A
S
FIREP
L
A
C
E16.0
'
(pr
.)
50.9' (pr.)100' INNER RIPARIAN200' OUTER RIPARIANM.H.W. LINE EL.=1.4'±15.6
'
EXIST. 2nd FLOOR BALCONY
TO BE REMOVED & REPLACED
w/ NEW EXTENDED BALCONY
AS SHOWN IN HATCH
HAYBALESWORK LIMIT LINE
PROPOSED 5' x 34.3' 2nd
FLOOR BALCONY (172 sf)200'
OUTER
R
IPAR
IAN
22.1'15.2
'20.0
'
PROPOSED SEPTIC SWING-TIES & DIMENSIONS
SCALE: 1" = 20'P.B. 181, PG.125SCALE: 1" = 10'
SITE PLAN
NOTES:
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE
OF EACH SEPTIC SYSTEM COMPONENT.
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF
THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH
TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND
LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST
PIT DATA. CONTRACTOR TO CONTACT YARMOUTH HEALTH
DEPARTMENT TO PERFORM OPEN HOLE INSPECTION PRIOR TO
PLACING CLEAN COARSE SAND PER 310 CMR 15.255(3).
3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A MASS DEP ZONE II.
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A
COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE
MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SYSTEM.
CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO
BE INCORRECT.
5.) MEAN HIGH WATER ELEVATION, AS SHOWN ON THIS PLAN, WAS
BASED ON NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
(NOAA) VDATUM SOFTWARE.
6.) ELECTRIC LINE FROM PUMP CHAMBER TO CONTROL PANEL AT THE
BUILDING SHALL BE INSTALLED BY THE CONTRACTOR. ELECTRIC LINE
TO BE ROUTED FROM PUMP CHAMBER TO BUILDING WITH THE LEAST
AMOUNT OF DISTURBANCE TO THE PROPERTY AS POSSIBLE.
7.) LOCATION OF ALL ELECTRIC LINES SHOWN ON THIS PLAN IS
APPROXIMATE ONLY. CONTRACTOR TO VERIFY LOCATION AT TIME OF
INSTALLATION.
8.) SEE ARCHITECTURAL PLANS PREPARED BY OTHERS FOR ADDITION
DETAILS AND SPECIFICATIONS INCLUDING INTERIOR RENOVATIONS.
RING OF DOUBLE
STACKED AND
ENTRENCHED
STRAW BALES
1" x 2" x 3' OAK
BEANPOLES,
2 PER BALE
BINDING WIRE
OR TWINE
FILTERED
RUNOFF
EROSION/SILTATION
FENCE TO BE INSTALLED
CONTINUOUS PIECE OF GEOTEXTILE
FABRIC TO BE INSTALLED
OVER SEDIMENT TRAP
HOSE FROM
DEWATERING
PUMP
SILT FENCE
ACCUMULATED
SEDIMENT
CROSS SECTION OF DEWATERING SEDIMENT TRAP
NOT TO SCALE
DEWATERING
FILTER FABRIC BAG
TO BE CLAMPED TO
END OF HOSE
NOTES:
1.) CONTRACTOR TO SIZE UP THE TRAP AS NECESSARY TO HANDLE DEWATERING OPERATIONS.
2.) CONTRACTOR SHALL NOTIFY CONSERVATION COMMISSION AGENT PRIOR TO START OF ANY
WORK ON THIS PROJECT.
BUOYANCY CALCULATIONS
PROPOSED 1,000 GAL. H-10 PUMP CHAMBER
HIGH GROUNDWATER EL.= 2.7'
TOP OF PUMP CHAMBER EL. = 6.08'
BOTTOM OF PUMP CHAMBER EL. = 0.42'
WATER DISPLACED = [2.7' - 0.42'] x 8.5' x 4.83' = 94 C.F.
WEIGHT OF DISPLACED WATER = 94 C.F. x 62.4 LB/C.F. = 5,866 LBS
WEIGHT OF 1,000 GAL. H-10 PUMP CHAMBER = 8,240 LBS
SOIL COVER = (6.9' - 6.08') x 8.5' x 4.83' = 34 C.F.
WEIGHT OF SOIL ABOVE TANK = 34 C.F. x 110 LB/C.F. = 3,740 LBS
8,240 + 3,740 = 11,980 LBS > 5,866 LBS; THEREFORE ACCEPTABLE
STORAGE PROVIDED ABOVE WORKING LEVEL: 500 GAL.
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL.
(USE 0.45' TO PROVIDE FOR BACKFLOW)
110 GALS/CYCLE 250 GAL/FT = 0.44 FT/CYCLE
ON AND PUMP OFF FLOATS:
DISTANCE REQUIRED BETWEEN PUMP
330 GPD / 3 = 110 GALS/CYCLE
DOSING REQUIRED:3 CYCLES / DAY
330 GPDDESIGN FLOW:
DOSING & STORAGE REQUIREMENTS2.00'1.45'1.00'2"SCH. 40 TEE w/ CLEAN-OUT CAP
1/4" WEEP HOLE IN DISCHARGE PIPE
2" SCH. 40 PVC DISCHARGE PIPE
2" SCH. 40 TO D-BOX
1,000 GALLON H-10 PUMP CHAMBER DETAIL4'-7"13"10"6"3"
HOISTING CABLE 7 x 19 STAINLESS
STEEL 1/8" DIA. / 1,760 LB. STRENGTH
2" BALL VALVE w/ UNIONS SCH. 80 PVC
GEORGE FISHER CO. MODEL NO. 560
2" BALL CHECK VALVE SCH. 80 PVC 100
P.S.I. FLOWMATIC MODEL No. 208S
BARNES SE411 PUMP; 0.4 H.P.; 115 V;
IMP. DIA. 4.25" (MIN.); 2" DISCHARGE
PASSING 1-1/2" SOLIDS OR EQUAL.
NEMA 4 JUNCTION BOX CORROSION RESISTANT &
LIQUID-TIGHT CABLE CONNECTORS SUPPORTED
CONNECTORS SUPPORTED BY 1-1/4" PVC CONDUIT,
JOINTS TO BE MADE WATERTIGHT
INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE
WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX
CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER
INSTRUMENTS
(2) WIDE ANGLE CONTROL FLOATS
(BARNES 073618)
1: PUMP ON/OFF 120 ACTIVATION
2: ALARM ACTIVATION
NOT TO SCALE
NOTE: PUMP MUST BE EQUIPPED WITH A HIGH LEVEL ALARM
LOCATED IN THE BUILDING SERVED WHICH IS POWERED BY A
CIRCUIT SEPARATE FROM THE CIRCUIT TO THE PUMP.
GW @ EL.=2.7'±
17.4'
22.6'
27.6'
16.4'
28.5'
27.5'
36.3'
37.4'
SWING-TIES MEASUREMENTS
PUMP CHAMBER IN (1)
GC-1HC-1DESCRIPTION
PUMP CHAMBER OUT (2)
CHAMBER CORNER (4)
CHAMBER CORNER (3)
33.6'
40.3'
61.9'
61.3'CHAMBER CORNER (6)
CHAMBER CORNER (5)
EXISTING GAS LINE
JLCChecked By:MCP Designed By:JOB No. 6237Drawn By:
40 FEET
LOCATED AT
PREPARED FOR:
CAPE COD OZ PROPERTY II, LLC
143 PAWKANNAWKUT DRIVE
SOUTH YARMOUTH, MA 02664
201005
1 INCH = 10 FT.
508.273.0377
PREPARED BY:
JC ENGINEERING, INC.
EAST WAREHAM, MA 02538
DATE: JUNE 18, 2022
2854 CRANBERRY HIGHWAY
SCALE:
PROPOSED ADDITION & SEPTIC PLAN
EXISTING CONTOUR50
EXISTING 1,000 GALLON SEPTIC TANK
50x0'
50
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
PROPOSED DISTRIBUTION BOX
EXISTING UNDERGROUND ELECTRIC
TEST PIT LOCATION
EXISTING SPOT GRADE
PROPOSED CONTOUR
LEGEND
PROPOSED SPOT GRADE50
EXISTING WATER LINE
MCP
PROPOSED 1,000 GALLON H-10 PUMP CHAMBER
PROPOSED 2" SOLID SCHEDULE 40 PVC FORCEMAIN
SHEET 2 OF 2
PROPOSED ARC 36 (#3613BD) CHAMBER
CONTRACTOR TO CONTACT YARMOUTH HEALTH DEPARTMENT TO PERFORM OPEN HOLE
INSPECTION OF SAS PRIOR TO PLACING CLEAN COARSE SAND PER 310 CMR 15.255(3).
FRONT YARD
ZONING REGULATION
REAR YARD
SIDE YARD
BUILDING COVERAGE*
ZONING DISTRICT: R-25
19%
12.8'
PROP.
39.7'
N/A
BUILDING HEIGHT < 35'
17%
12.8'
EXIST.
39.7'
N/A
< 35'
25% MAX.
15' MIN.
REQ'D
30' MIN.
20' MIN.
35' MAX.
DESCRIPTIONAPP'D.DATEREV.BY
Ownership; Add house addition, fireplace, balcony, etc.JLC11-16-222 MCP
Remove 1-ft g.w. variance request & add reserveJLC10-8-221 MCP
6" OF 3/4" CRUSHED STONE
TO BE PLACED BEHIND AND
BENEATH THE WALL
8" H x 18" L x 21.5" W BLOCKS
MANUFACTURER CERTIFIES
TO HEIGHT OF 6 FEET
6"SEPTICSIDE
TRIM CAP WITH CONT. ADHESIVE
(AS PER MANUFACTURER'S
RECOMMENDATIONS)SLOPE VARIES
TOP WALL EL. = 9.9'± (max.)
EMBED. 1.5" BURIAL
FOR EVERY 1' HEIGHT
COMPACTED GRANULAR BASE OR
(OPTIONAL CONCRETE LEVELING PAN)
HEIGHT
VARIES
(3' MAX.)
KEYSTONE® "STANDARD"
RETAINING WALL (TYP)
NOT TO SCALE
40 MIL GEOMEMBRANE LINER
1"8"ZONING SCHEDULE
RESIDENTIAL PRINCIPAL BUILDING
CONSERVATION COMMISSION REQUIREMENTS:
1.) No work of any kind shall occur on the Resource Area side of the work limit line. This
line shall be established prior to any construction or work.
2.) All imported fill shall be clean and not contain any foreign debris such as cement,
bituminous concrete, rubber, metal, trash, boulders, etc.
3.) Debris, including litter, shall be picked up immediately. Any excess material that is
excavated from the job site shall be disposed of at a location approved by the
Conservation Administrator or in a covered dumpster. No debris shall be allowed in a
Wetland or Waterway.
4.) Washing of equipment/tools shall be done OFF-SITE or handled in a manner
appropriate by the Conservation Administrator.
5.) No equipment shall be refueled, nor shall fuel be stored within 100 feet of a resource
area.
6.) Any area that is disturbed during construction shall be revegetated immediately or as
soon after as the growing season commences. Permanent stabilization shall be carried
out in order to minimize erosion.
7.) The proposed sewage disposal system shall meet the applicable Title 5 wetlands
setbacks as set forth by the Yarmouth Health Department.
8.) The "work limit" line shown on this plan shall be established with Erosion Controls (i.e.
straw bales, staked filter fabric, bark mulch, "silt sacks", products made with rice straw,
and other weed-free products or approved by the Yarmouth Conservation Commission).
Hay bales are not allowed. The contractor is responsible to implement and maintain
appropriate and adequate erosion controls measures throughout the construction process.
FRONT YARD
ZONING REGULATION
REAR YARD**
SIDE YARD**
BUILDING HEIGHT
ZONING DISTRICT: R-25
N/A
N/A
PROP.
N/A
N/A
BUILDING AREA N/A
<1-ST
1.8'
EXIST.
27.7'
N/A
< 150 sf
1-ST. MAX.
6' MIN.
REQ'D
30' MIN.
6' MIN.
150 sf MAX.
ZONING SCHEDULE
RESIDENTIAL ACCESSORY BUILDING
**Side and rear yard setbacks for accessory buildings less
than one hundred fifty (150) square feet and single story (ST),
shall be six (6) feet in all districts, but in no case built closer
than twelve (12) feet to any other building
*Proposed building coverage includes accessory buildings.
RIVERFRONT ALTERATION:
WITHIN 100' = 32 S.F.
BETWEEN 100' & 200' = 0 S.F.*
TOTAL ALTERATION = 32 S.F.
TOTAL RIVERFRONT AREA ON THE SITE = 13,500 S.F.
*Septic work previously approved by the Yarmouth Health Department.
Septic work not included in the above alteration areas.