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MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY LEACH AREA TO LOT LINE BY 5' (5' PROVIDED).
VARY LEACHING TO BASEMENT BY UP TO 12.5' (7.5' & IMPERVIOUS BARRIER PROVIDED).
VARY SEPTIC TANK TO CRAWL SPACE BY 3.7' (7.3' PROVIDED).
VARY SEPTIC TANK TO LOT LINE BY 5' (5' PROVIDED).
310 CMR 15.211 (1).
N /F
POMEROY
N /F
LEADER
LEGEND
TH 1 TEST HOLE LOCATION, NUMBER
-W- WATER LINE MARKINGS
-G- GAS LINE MARKINGS
9.5' x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,--6-- EXISTING CONTOUR
-8- PROPOSED CONTOUR
N /F
SCLAFANI
S79
U)
EXISTING 8 USE
1
o�:, b0 en,ent
: CV
m.
31.1 i,3 - 4132,30�'f- , 323..-
N /F
PAMBOOKIAN
BENCH MARK --TOP & CENTER OF
CONC. BOUND= 31.65 ASSIGNED
F_
*TOP BARRIER=28.0
BOTTOM BARRIER= 23.0
5' DEEP* IMPERVIOUS
BARRIER --60 L.F. OF
40 MIL POLYETHYLENE
SET 6' OFF BUILDING
TOP BARRIER=TOP
PEASTONE=27.7
** BARRIER IS STIFF
& OBTAINABLE FROM
MILLER ENVIRONMENTAL
508-697-3710.
0
0
_
J,
\REMOVE PAVEMENT OVER
PROPOSED LEACHING AND
PROVIDE H2O DRY WELLS
IN CASE VEHICLES PARK
ON GRASS.
LOT 96,=`
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EXISTING 8 USE
1
o�:, b0 en,ent
: CV
m.
31.1 i,3 - 4132,30�'f- , 323..-
N /F
PAMBOOKIAN
BENCH MARK --TOP & CENTER OF
CONC. BOUND= 31.65 ASSIGNED
F_
*TOP BARRIER=28.0
BOTTOM BARRIER= 23.0
5' DEEP* IMPERVIOUS
BARRIER --60 L.F. OF
40 MIL POLYETHYLENE
SET 6' OFF BUILDING
TOP BARRIER=TOP
PEASTONE=27.7
** BARRIER IS STIFF
& OBTAINABLE FROM
MILLER ENVIRONMENTAL
508-697-3710.
0
0
_
J,
\REMOVE PAVEMENT OVER
PROPOSED LEACHING AND
PROVIDE H2O DRY WELLS
IN CASE VEHICLES PARK
ON GRASS.
S79 0,20" W 6
0.00' 30.08
N /F
MAGUIRE
* 297X69 R�
29.46
'7725 'F 1 BROOK � 30,00
SW
REV. 10/8/02 --MOVE SEPTIC TANK & LEACHING
1� 961
Clasby2.dwg-
27'7 -Top Peastone
Invert 28.25
1500 Gal.
T
4
1 m 1
24"126"
1 v 1
ELEVATIONS SHOWN ARE ASSIGNED.
1 A 1
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.4.
1 m 1
S79 0,20" W 6
0.00' 30.08
N /F
MAGUIRE
* 297X69 R�
29.46
'7725 'F 1 BROOK � 30,00
SW
REV. 10/8/02 --MOVE SEPTIC TANK & LEACHING
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
TEST HOLE DATE: June 19, 2002 12"
NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO 14"
PERC RATE: <2'-00"/inch (C layer)
32.82± SOIL SURVEY(1993): Carver coarse sand 42„
GEOLOGIC MAP(1986): Harwich outwash plain deposits
TOP OF FOUNDATION
Invert 28.00 a
Invert 28.80 3 DRY WELLS 56"
Use Gas Baffle Invert 27.27
Proposed Proposed
Proposed
S=1/4"/ft 9" min. cover 28.0=Top Conc.
NOTES
Clasby2.dwg-
27'7 -Top Peastone
Invert 28.25
1500 Gal.
T
Proposed
LOCUS IS A.M. 67, PARCEL 226.
24"126"
2.
ELEVATIONS SHOWN ARE ASSIGNED.
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.4.
Invert 27.44 Invert 27.20
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)5.
6" Stone
or compact
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
TALE1.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
r- 27'-, 1 N I 1 I
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".8.
m 7' Bottom
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
DATA
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
LOCATION MAP
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
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
TEST HOLE 1
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
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches) ELEV.(feet)
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
TEST HOLE DATE: June 19, 2002 12"
NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO 14"
PERC RATE: <2'-00"/inch (C layer)
32.82± SOIL SURVEY(1993): Carver coarse sand 42„
GEOLOGIC MAP(1986): Harwich outwash plain deposits
TOP OF FOUNDATION
Invert 28.00 a
Invert 28.80 3 DRY WELLS 56"
Use Gas Baffle Invert 27.27
Proposed Proposed
Proposed
S=1/4"/ft 9" min. cover 28.0=Top Conc.
Fill
A layer 10yr 2/1
loamy sand
B layer 1Oyr 5/6
sandy loam
C layer 2.5y 6/6
med. fine sand
no water
BEDROOMS: 3
GARBAGEGRINDER: - No LEACH AREA
REQUIRED CAPACITY: 330 GPD
SEPTIC TANK: 1500 GAL. USE 3 DRY WELLS SET 3' APART WITH
BOTTOM LEACHING AREA: 277.9 SF 18" STONE ON THE SIDES, AND 2' STONE
[(35.5' X 7.83')] ON THE ENDS, FOR A 35'-6" X 7'-10"
X 2' DEEP LEACH AREA.
82 - - - - SIDE LEACHING AREA: 173.3 SF
BENCH MARK --TOP & CENTER OF [2(7.83'+ 35.5') X 2' DEEP)]
\ CONC. BOUND= 30.82 ASSIGNED DESIGN CAPACITY: 333 GPD
1-�O,fd 30,2, [(277.9 SF + 173.3 SF) X .74 GPD/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
AAL AGENT APPROVAL DATE
SITE PLAN
FOR
CLASBY FAMILY TRUST
LOT 96, 18 SWIFT BROOK ROAD, SO.
AUGUST 15, 2002 SCALE:
YARMOUTH, MA
1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2002 BY R.J. CADILLAC
30.7
27.2
20.2
M
M
a
Proposed
S=1/4"/ft S=1/8"/ft min.
27'7 -Top Peastone
Invert 28.25
1500 Gal.
T
Proposed
24"126"
Invert 27.44 Invert 27.20
25.2
5
6" Stone
or compact
Proposed Proposed 1
Bottom
I-_ 25'__I
r- 27'-, 1 N I 1 I
m 7' Bottom
TH1=20.2
DESIGN
DATA
Fill
A layer 10yr 2/1
loamy sand
B layer 1Oyr 5/6
sandy loam
C layer 2.5y 6/6
med. fine sand
no water
BEDROOMS: 3
GARBAGEGRINDER: - No LEACH AREA
REQUIRED CAPACITY: 330 GPD
SEPTIC TANK: 1500 GAL. USE 3 DRY WELLS SET 3' APART WITH
BOTTOM LEACHING AREA: 277.9 SF 18" STONE ON THE SIDES, AND 2' STONE
[(35.5' X 7.83')] ON THE ENDS, FOR A 35'-6" X 7'-10"
X 2' DEEP LEACH AREA.
82 - - - - SIDE LEACHING AREA: 173.3 SF
BENCH MARK --TOP & CENTER OF [2(7.83'+ 35.5') X 2' DEEP)]
\ CONC. BOUND= 30.82 ASSIGNED DESIGN CAPACITY: 333 GPD
1-�O,fd 30,2, [(277.9 SF + 173.3 SF) X .74 GPD/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
AAL AGENT APPROVAL DATE
SITE PLAN
FOR
CLASBY FAMILY TRUST
LOT 96, 18 SWIFT BROOK ROAD, SO.
AUGUST 15, 2002 SCALE:
YARMOUTH, MA
1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2002 BY R.J. CADILLAC
30.7
27.2
20.2
M
M
a
CD
C-,>
a
D
M
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