Decision 4213 - Site Plan Page 1AND C GGED STONE
REPLACE WITH CLEAN �f / .
\;.
9 �7. 4 SAND
�/,79 N/r PROP. 7:2' - 25,2" ��'� \�X
ROBBINS-MARA FENCE
EDGE PROPOSED DRIVE 18' WIDE'
SCALED FLOOD ZONE(EL 1 Q ��,(8 2
FLOOD ZONE �V15 ;� ::-j/ n.�1
3' DEEP IMPERVIOUS
BARRIER" 90 L.F. OF
40 MIL POLYETHYLENE
DIG SAFE --BOTH
GAS AND UNDERGROUND ELECTRIC LINES NOT
SHOWN.
MAXIMUM
FEASIBLE COMPLIANCE APPROVALS REQUESTED:
No
\
1.
VARY LEACH AREA TO PROPERTY LINE BY UP TO 5'-10" (4'-2- MIN. PROVIDED).
VARY TANKS TO LOT UNE BY UP TO 6' (4' MIN. PROVIDED)
LOT COVERAGE
f
UNIT=7.21,GRADE
ABOVE BARRIER=8.0 MIN.
VARY TANKS TO DWELLING 6Y UP TO 2' (8' MIN. PROVIDED)
3.
ci
J
1<
4.
310 CMR 15.211 (1). .1ST
FLOOR (EXISTING FOOTPRINT)= 1565±S.F.
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
2
3.
NO RESERVE AREA IS PROVIDED. 310 CMR 15.248-
VARY LEACH TO WETLAND BY UP TO 30' (70' MIN. PROVIDED). / 2ND
FOOR (DECKS)= 80±S.F.
508-697-3710.
<
4.
LOCAL REG..
VARY 5' REMOVAL BY UP TO 3' WHERE NEEDED, AS SHOWN.(2' MIN. PROVIDED).
-
PROPOSED TOTAL AREA= 1645±S.F.
MONOLITHIC 1000 GALLON
it
E
5,.
310CMR 15.255 (5) 7.02
VARY 1' TO GROUND WATER 310 CMR 15.212.. (4' PROVIDED).
% COVERAGE=16.45/66.20.=24.85%.
W/ WATERPROOFING
2
6.
LESS THAN 1' FROM PUMP CHAMBER INVERTS TO GROUNDWATER/
COVERS BUILD UP COVERS --2 ON TANK, 2 ON D -BOX, 1 ON LEACHING
\ �� � Bay
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
310 CMR 15.405 (1) (j) --SYSTEM A 6 76
fs
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
3
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
rv/F
12.
Z.
_ ROBBINS-MARA
13.
NOTE:
UNDERGROUND ELECTRIC LINES SERVE 1--C 70
775 `-
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
LOCUS AND HOUSE NO. 21_ MARK BOTH SERVICES
g pg ; c jGS�
PRIOR
TO CONSTRUCTION, AS REROUTING OF
p.
SERVICE MAY BE NEEDED. / REMOVE OR CRUSH
_ r
EXISTING TANK
7.97 8.60
/
SYSTEM A
pFLj6 70
BENCH MARK -TOP REAR CENTER
`v
BENC
SEPTIC TANK --7.40 NGVD29
708 V-3-
CONAT
- -- - -
d.
C)F / REMOVE 5 FLOWDIFFUSORS
AND C GGED STONE
REPLACE WITH CLEAN �f / .
\;.
9 �7. 4 SAND
�/,79 N/r PROP. 7:2' - 25,2" ��'� \�X
ROBBINS-MARA FENCE
EDGE PROPOSED DRIVE 18' WIDE'
SCALED FLOOD ZONE(EL 1 Q ��,(8 2
FLOOD ZONE �V15 ;� ::-j/ n.�1
3' DEEP IMPERVIOUS
BARRIER" 90 L.F. OF
40 MIL POLYETHYLENE
NOTES
iy
\
[(287.3 SF + 17.8 sf) X .74 GPD/SF)
GARBAGE GRINDER:
No
\
(MILLER BREAKOUT**)
TOP BARRIER=TOP
1.
a 42
f
UNIT=7.21,GRADE
ABOVE BARRIER=8.0 MIN.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP.
-
3.
** BARRIER IS STIFF
1<
4.
& OBTAINABLE FROM
PROPOSED
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
MILLER ENVIRONMENTAL
FENCE
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
508-697-3710.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
WEIGHT WATER= 6.25 TON
8.
MONOLITHIC 1000 GALLON
o �
H-10 PUMP CHAMBER
D -BOX EXIT PIPES TO BE LEVEL_ FOR FIRST TWO FEET.
SITE PLAN 731
W/ WATERPROOFING
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
o
3 C Lewis
Alarm
3/8-WEEP/VENT HOLES
,2" PVC
< Disconnect/
Valves
STONE UNDER
Bottom MAKE FACTORY WATER -TIGHT
LEGEND
TH 1 TEST HOLE LOCATION, NUMBER
-W- WATER LINE LOCATION FROM ASBUILT INSPECTION SCHEDULE BOTH SYSTEMS
9.5 x 7,3 EXIST. & PROP. ELEV. ('X' MARKS POINT) 1. HAVE R.J. CADILLAC STAKE
�6 EXISTING CONTOUR WALL LOCATION.
_8- PROPOSED CONTOURS 2. CALL R.J. CADILLAC TO INSPECT
UTILITY POLE (IF SHOWN) REMOVAL PRIOR TO PLACING STONE.
-G- GAS MARKINGS (NOT ALL SHOWN) I3.
N GALL R.J. CADILLAC FOR FINAL
INCALL
- x - FENCE (IF SHOWN, NOT ALL SHOWN)
0 TREE (IF SHOWN, NOT ALL SHOWN)
REV. 9/02/08 --PROPOSED FOOTPRINT, LOT COVERAGE, OFFSETS & DRIVEWAY DIMENSIONS
REV. 7/15/08 --PROPOSED FOOTPRINT, LOT COVERAGE & OFFSETS
REV. 6/18/08--2 SEPTIC SYSTEMS & NEW OWNER
REV. 5/30/08--13UOYANCY CALLS, TANKS, INSPECTION SCHEDULE
REV. 5/29/08--C-4 UNITS
REV. 5/23/08 --PRESBY SYSTEM
CV
o
0
13
6.83 e
4,-2 / SYSIEM B
a 60
5,8�8/ .1
DOUBLE SLEEVE NEW
\\\ SEWER & WATER WITHIN
10 FEET OF EACH OTHER.
SPECIAL ORDER PUMP CHAMBER
SYSTEM A
USE CAST IN PLACE RUBBER
BOOTS AND WATERPROOF.
RAISE PLUMBING --SYSTEM A
IF PLUMBING CAN BE RAISED
12" OR MORE, THE ABOVE
SPECIAL TANK ORDER CAN
BE ELIMINATED.
BOUND
& HELD
0
MARK --TOP N.W. CORN. TEST HOLE DATE:. August 20, 2003 23"
ETE BOUND=7.03 NGVD29 PERFORMED BY: Port Cadillac, Soil Evaluator
ao of nzarr FENCE -DOWN rl WITNESSED BY: Lynn McCartin RS 27"
SYSTEM A --UNIT 23
Invert 4.35
H-10
FERC RATE: -&-00 /inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
2 CULTEC C-4 UNITS
Invert 4.01 24' X 1Z X 3" DEEP NDBEDS
Use Gas Baffle `See Detail
Existing Invert 6.80 Use 12" cover
Proposed. with 7.21
'see detail _ �...�
� I �'�:���; ✓::�_::�: 5=f/8"/ft Proposed 4"
Units ®Filter Cloth
a " 1500 Gal. 4" inspection
F 4S 6.28 I Invert- 4.26 Monolithic P S=1/8"/ft Port
`7B Septic Tank
,L0 - him Ox 3' DEEP *IMPERVIOUS I Proposed W/Wate roof ng Sanitary 3"
s -T 1 w BARRIER 42 L.F. OF I Tee
40 MIL POLYETHYLENE Bottom -0.2
6.40 C . MILLER BREAKOUT**) I pro osed 6.5
OP BARRIER=TOP "p Invert 6.97 Invert 6.75 >
6 ya 6,41 UNIT=7.21,GRADE I 6 Stone Or Compact I Proposed Proposed , I 4 C-4 Units
/ ABOVE BARRIER=8.0 MIN. I I I 15' I I N I 4 I.
7 ** BARRIER IS STIFF - g' 16 14 1
M 21 1 - EI. 2.5
M r OBTAINABLE FROM -� 4' 0.15' Adjustment Pro-
ILLER ENVIRONMENTAL <vided--Locus is within
/ •.649 508-697-3710.. DESIGN DATA 2 30V of coast
Observed Water -2.35
37"
fa
71"
108
Fill
A layer 10yr 3/3
sandy loam
8 layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
loamy sand
observed water
8.27
5.2
2.35
-0.7
NOTES
JOB NO. Y08-14
&'
NOT TO
ahp
[(287.3 SF + 17.8 sf) X .74 GPD/SF)
GARBAGE GRINDER:
No
Morrison2.dwg
SCALE
1.
LOCUS IS A.M. 16, PARCEL 37.
m
2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP.
1500 GAL.
3.
MOST OF LOCUS IS IN FLOOD ZONE Al2 (EL40) ON FIRM DATED JULY 2 1992
1<
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED)
\\`
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
ATED PIPE DOWN CENTER OF C-4 UNITS BETWEEN
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
<
`rho A0 `m
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
WEIGHT WATER= 6.25 TON
8.
1F TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
Via, 3
D -BOX EXIT PIPES TO BE LEVEL_ FOR FIRST TWO FEET.
SITE PLAN 731
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
o
3 C Lewis
COVERS BUILD UP COVERS --2 ON TANK, 2 ON D -BOX, 1 ON LEACHING
\ �� � Bay
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
LOGATION MAP
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15:255(3).
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
TEST HOLE 1
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) NOVD29
0
MARK --TOP N.W. CORN. TEST HOLE DATE:. August 20, 2003 23"
ETE BOUND=7.03 NGVD29 PERFORMED BY: Port Cadillac, Soil Evaluator
ao of nzarr FENCE -DOWN rl WITNESSED BY: Lynn McCartin RS 27"
SYSTEM A --UNIT 23
Invert 4.35
H-10
FERC RATE: -&-00 /inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
2 CULTEC C-4 UNITS
Invert 4.01 24' X 1Z X 3" DEEP NDBEDS
Use Gas Baffle `See Detail
Existing Invert 6.80 Use 12" cover
Proposed. with 7.21
'see detail _ �...�
� I �'�:���; ✓::�_::�: 5=f/8"/ft Proposed 4"
Units ®Filter Cloth
a " 1500 Gal. 4" inspection
F 4S 6.28 I Invert- 4.26 Monolithic P S=1/8"/ft Port
`7B Septic Tank
,L0 - him Ox 3' DEEP *IMPERVIOUS I Proposed W/Wate roof ng Sanitary 3"
s -T 1 w BARRIER 42 L.F. OF I Tee
40 MIL POLYETHYLENE Bottom -0.2
6.40 C . MILLER BREAKOUT**) I pro osed 6.5
OP BARRIER=TOP "p Invert 6.97 Invert 6.75 >
6 ya 6,41 UNIT=7.21,GRADE I 6 Stone Or Compact I Proposed Proposed , I 4 C-4 Units
/ ABOVE BARRIER=8.0 MIN. I I I 15' I I N I 4 I.
7 ** BARRIER IS STIFF - g' 16 14 1
M 21 1 - EI. 2.5
M r OBTAINABLE FROM -� 4' 0.15' Adjustment Pro-
ILLER ENVIRONMENTAL <vided--Locus is within
/ •.649 508-697-3710.. DESIGN DATA 2 30V of coast
Observed Water -2.35
37"
fa
71"
108
Fill
A layer 10yr 3/3
sandy loam
8 layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
loamy sand
observed water
8.27
5.2
2.35
-0.7
DOUBLE SLEEVE WITHIN 10' OF
WATER SERVICE
ALARM & PUMP NOTES
1. ALARM TO BE WIRED BY ELECTRICIAN ON
SEPARATE CIRCUIT FROM: PUMP.
2, ELECTRICAL WORK TO BE INSPECTED BY
WIRING INSPECTOR.
3. ALARM TO BE LOCATED. IN HOUSE.
5. USE 2 MEYER ME3H, 3/10 HP PUMPS, OR
EQUIVALENT.
6. TO PROVIDE FOR EASY AND SAFE
MAINTENANCE OF PUMP:
-PROVIDE UNION/DISCONNECT IN 2" PVC
UNE AT. TOP PUMP CHAMBER SO PUMP
CAN BE REMOVED FROM TOP OF TANK.
[(71.3' PERIMETER) x 0.25]
BEDROOMS:
2
,
2.5 MIN. REMOVAL WITH BARRIER
[(287.3 SF + 17.8 sf) X .74 GPD/SF)
GARBAGE GRINDER:
No
LEACH AREA -
`'C`^'
- REQUIRED CAPACITY.
220 GPD
USE 2 C-4 UNITS WITH 4' OF STONE ALL AROUND
BUOYANCY CALL'S -MONOLITHIC PUMP CHAMBER
SEPTIC TANK:
1500 GAL.
FOR A 24' X 12' X 3" DEEP LEACH AREA, MINUS
\
BOTTOM LEACHING AREA:
287.3 SF
A V X 17" TRIANGLE, AS SHOWN. RUN PERFOR-
\\`
[(24' X 12')] - 1'/2 X 1.42
36" COVER=7.38 TON
ATED PIPE DOWN CENTER OF C-4 UNITS BETWEEN
TOTAL= 4.15 TON + 7.38 TON=11.53 TON
SIDE LEACHING AREA:
17.8 SF
HUMPS CAPE END BRING STONE TO TOP OF C 4
DOUBLE SLEEVE WITHIN 10' OF
WATER SERVICE
ALARM & PUMP NOTES
1. ALARM TO BE WIRED BY ELECTRICIAN ON
SEPARATE CIRCUIT FROM: PUMP.
2, ELECTRICAL WORK TO BE INSPECTED BY
WIRING INSPECTOR.
3. ALARM TO BE LOCATED. IN HOUSE.
5. USE 2 MEYER ME3H, 3/10 HP PUMPS, OR
EQUIVALENT.
6. TO PROVIDE FOR EASY AND SAFE
MAINTENANCE OF PUMP:
-PROVIDE UNION/DISCONNECT IN 2" PVC
UNE AT. TOP PUMP CHAMBER SO PUMP
CAN BE REMOVED FROM TOP OF TANK.
[(71.3' PERIMETER) x 0.25]
UNITS AND COVER WITH FILTER CLOTH.
DESIGN CAPACITY: 225 GPD
,
2.5 MIN. REMOVAL WITH BARRIER
[(287.3 SF + 17.8 sf) X .74 GPD/SF)
PUMP CHAMBER STORAGE CAPACITY: 220 GAL,
DO ALL AROUND AND UNDER REMOVAL DOWN 37"t
DOSES PER DAY:- 2
TO LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2.
BUOYANCY CWS MONOLITHIC 1500 GAL. H-10
BUOYANCY CALL'S -MONOLITHIC PUMP CHAMBER
WEIGHT OF EMPTY SEPTIC TANK AND 33" OF COVER
WEIGHT OF EMPTY CHAMBER AND 36" OF COVER
TANK= 5.635 TON (PER SHOREY)
CHAMBER= 4.15 TON (PER SHOREY)
33" COVER=2.75' X 6.08' X 10.17' X 0.055 TON/CU. FT.
36" COVER= 3' X 5.42' X 8.25' X 0.055 TON/CU. FT.
33" COVER=9.35 TON
36" COVER=7.38 TON
TOTAL= 5.635 TON + 9.35 TON = 14.99 TON
TOTAL= 4.15 TON + 7.38 TON=11.53 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
(3.0 -0.24) X 6.08' X 10.17' X 0.0312 TON/CU. FT.
(3.0 -(-0.54)') X 5.42' X 8.25' X 0.0312 TON/CU. FT.
WEIGHT WATER= 6.25 TON
WEIGHT WATER=4.94 TON
TANK AND 33" COVER ARE HEAVIER BY 8.7 TON.
TANK AND 24" COVER ARE HEAVIER BY 6.6 TON.
SITE PLAN 731
FOR =
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.-
JAMES G Mr)RRISON -
HEALTH AGENT APPROVAL
DATE
• J
LOT 106, 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA
NOVEMBER 28, 2003 SCALE: 1 "-=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
BY R.J. CADILLAC
PAGE 1 OF 2
42.13 _ Zoo&