83-1857 - Site PlanMAXIM M EASIRI F COMPI IANCE APPROVALS REQUESTED:_
1. VARY LEACH AREA TO PROPERTY UNE BY UP TO 6' (4' MIN. PROVIDED).
VARY LEACHING TO DWELLING BY 6'-2"(13'-10" PROVIDED).
VARY TANKS TO LOT LINE BY UP TO 4' (6' MIN. PROVIDED).
VARY TANK TO DWELLING BY 4' (6' PROVIDED).
310 CMR 15.211 (1).
2. NO RESERVE AREAS ARE PROVIDED. 310 CMR 15.248.
3. VARY LEACHING TO WETLAND BY UP TO 30' (70' MIN. PROVIDED).
LOCAL REG.
4. VARY 5' REMOVAL BY UP TO 3.5' WHERE NEEDED, AS SHOWN.
310CMR 15.255 (5)
5. REDUCE COVER OVER SEPTIC TANKS BY 3" (6" PROVIDED).
310CMR 15.228 (1) 5.77
NOTE: UNDERGROUND ELECTRIC LINES SERVE /
LOCUS AND HOUSE NO. 21. MARK BOTH SERVICES
PRIOR TO CONSTRUCTION, AS REROUTING OF /--571
SERVICE MAY BE NEEDED.
520
BEGIN SILT FENCE
s
ED
PO'.
0
\SCALED FLOOD ZOI
FLOOD ZONE V15
4' DEEP IMPERVIOUS
BARRIER** 90 L.F. OF
40 MIL POLYETHYLENE
(MILLER BREAKOUT**)
TOP BARRIER=TOP
UNIT=7.71,GRADE
ABOVE BARRIER=8.4 MIN.
** BARRIER IS STIFF
& OBTAINABLE FROM
MILLER ENVIRONMENTAL
508-697-3710.
DIG SAFE --BOTH GAS AND UNDERGROUND ELECTRIC LINES NOT SHOWN.
LOT COVERAGE
1ST FLOOR (EXISTING FOOTPRINT)= 1565±S.F. Li
2ND FOOR (DECKS)= 80±5.F. W
6.03 PROPOSED TOTAL AREA= 1645±S.F. a
% COVERAGE -1645/6620=24.85%
F+,s N /F Z
ROBBINS-MARA
REMOVE OR CRUSH
EXISTING TANK
71 SILT FENCE -WORK LIMIT
\REMOVE 5 FLOWDIFFUSORS
AND CLOGGED STONE
REPLACE WITH CLEAN
SAND
N /F
ROBBINS-MARA
1
i
��
FENCE 4.
CONC. BOUND
FND. & HELD
ROOF RUNNOFF TO FLOW TO STONE
FOUNDATION TRENCH OR DRY WELLS
LEGEND
TH 1 TEST HOLE LOCATION, NUMBER
-W- WATER LINE LOCATION FROM ASBUILT
9.5 x 7,3 EXIST. & PROP. ELEV. ('X' MARKS POINT)
EXISTING CONTOUR
-•8- PROP. CONTOUR (8' CONTOUR NOT SHOWN ON PROP. WALL)
0 UTILITY POLE (IF SHOWN)
-G- GAS MARKINGS (NOT ALL SHOWN)
- x - FENCE (IF SHOWN, NOT ALL SHOWN)
0 TREE (IF SHOWN, NOT ALL SHOWN)
.18
%r 6.76
7 0
7
127
98 '77.61
SYSTEM B
D SILT FENCE
NOT TOmoo
SCALE awo
W
rn
1<
D
sa ��.
0 P
�a Qy
�oF i
?� C Bay
LOCATION MAP
TEST HOLE 1
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) NGVD29
BENCH MARK --TOP N.W. CORN.
CONCRETE BOUND=7.02 NGVD29
(20" OFF END FENCE-DONN 37
a
`SYSTEM A --UNIT 25
t::::;:j___:..
12.0 Min.
Exist. Slab=7.4 Prop. Top Block
Prop. Top crawl -7.4
Fill Exist. Crawl to D. 7.4 Invert 8.15
CONC. BOUND Proposed
FIND. & HELD REPLUMB
H-10
...;,; Ju S=1/8"/ft+
o Proposed
F tix px 5.29 I Invert 7.90 1500 Gal.
Septic Tank
NOTES
JOB NO. Y08-14
3DEEP IMPERVIOUS
I Proposedosed
Morrison5.dwg
1.
LOCUS IS A.M. 16, PARCEL 37.
27"
2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT
BOAT RAMP=6.08 NGVD.
3.
LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON
FIRM DATED JULY 2, 1992.
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' AR
ON TOWN WATER.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
6" Stone or corn
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 1
t".
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUA
FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING
MUST BE PROVIDED.
COVERS: BUILD UP COVERS --2 ON D-BOXS, 1 ON EAC4
LEACH AREA.
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,
SD8E6937O
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FDR
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
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH
AGENT.
NOT TOmoo
SCALE awo
W
rn
1<
D
sa ��.
0 P
�a Qy
�oF i
?� C Bay
LOCATION MAP
TEST HOLE 1
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) NGVD29
BENCH MARK --TOP N.W. CORN.
CONCRETE BOUND=7.02 NGVD29
(20" OFF END FENCE-DONN 37
a
`SYSTEM A --UNIT 25
t::::;:j___:..
12.0 Min.
Exist. Slab=7.4 Prop. Top Block
Prop. Top crawl -7.4
Fill Exist. Crawl to D. 7.4 Invert 8.15
CONC. BOUND Proposed
FIND. & HELD REPLUMB
H-10
...;,; Ju S=1/8"/ft+
o Proposed
F tix px 5.29 I Invert 7.90 1500 Gal.
Septic Tank
584
4 SYSTEM A
4,89 `` V
\� DOUBLE SLEEVE NEW
SEWER & WATER WITHIN
10 FEET OF EACH OTHER.
PROPOSED 8' CONTOUR
FOLLOWS FACE WALL
(NOT SHOWN)
INSPECTION SCHEDULE BOTH SYSTEMS
1. HAVE R.J. CADILLAC STAKE
WALL LOCATION.
2. CALL R.J. CADILLAC TO INSPECT
REMOVAL PRIOR TO PLACING STONE.
3. CALL R.J. CADILLAC FOR FINAL
INSPECTION.
REV. 6/22/09 --WORK LIMIT --SILT FENCE ALONG EXIST. FENCE & ROOF RUNNOFF
REV. 6/04/09 --OFFSETS ADDED FOR CONCOM--SHEET 1 ONLY
REV. 5/01/09 --MONITORING WELL GRAPH, WALL HEIGHTS
REV. 2/24/09 --REVISE TOP FOUNDATION, SEPTIC, LANDSCAPE WALLS, MONITOR WELL, BENCHMARKS.
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 --BUOYANCY CALC'S, TANKS, INSPECTION SCHEDULE
REV. 5/29/08--C-4 UNITS
DOUBLE SLEEVE WITHIN 10' OF
WATER SERVICE
BENCH MARK --TOP MAG. NAIL
SET IN PAVEMENT=5.27 NGVD29
(26.0' OFF JOG CORNER HOUSE ON RANGE ONE)
0
TEST HOLE DATE:
August 20, 2003
23"
3DEEP IMPERVIOUS
I Proposedosed
5' Level Bottom FEBRUARY 9, 2009
C-4 Units FULL MOON
T'
1
27"
PERC RATE:
BARRIER** 98 L.F. OF
I
I
Carver coarse sand
5,41
�I r
40 MIL POLYETHYLENE
(MILLER BREAKOUT**)
Bottom 3.3
Proposed
[(282 SF + 17.75 so X .74 GPD/SF]
2 CULTEC C-4 UNITS
5.42
\
TOP BARRIER=TOP
UNIT=7.71,GRADE
6" Stone or corn
/Use Gas Baffle
(See Detail)
V
ABOVE BARRIER=8.4 MIN.
** BARRIER ISSTIFF
(�
Proposed Over Leaching
&OBTAINABLE FROM
7.710 Filter .55 min.
71"
MILLENVIRONMENTAL 0NMENTAL
SD8E6937O
DESIGN DATA
584
4 SYSTEM A
4,89 `` V
\� DOUBLE SLEEVE NEW
SEWER & WATER WITHIN
10 FEET OF EACH OTHER.
PROPOSED 8' CONTOUR
FOLLOWS FACE WALL
(NOT SHOWN)
INSPECTION SCHEDULE BOTH SYSTEMS
1. HAVE R.J. CADILLAC STAKE
WALL LOCATION.
2. CALL R.J. CADILLAC TO INSPECT
REMOVAL PRIOR TO PLACING STONE.
3. CALL R.J. CADILLAC FOR FINAL
INSPECTION.
REV. 6/22/09 --WORK LIMIT --SILT FENCE ALONG EXIST. FENCE & ROOF RUNNOFF
REV. 6/04/09 --OFFSETS ADDED FOR CONCOM--SHEET 1 ONLY
REV. 5/01/09 --MONITORING WELL GRAPH, WALL HEIGHTS
REV. 2/24/09 --REVISE TOP FOUNDATION, SEPTIC, LANDSCAPE WALLS, MONITOR WELL, BENCHMARKS.
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 --BUOYANCY CALC'S, TANKS, INSPECTION SCHEDULE
REV. 5/29/08--C-4 UNITS
DOUBLE SLEEVE WITHIN 10' OF
WATER SERVICE
BENCH MARK --TOP MAG. NAIL
SET IN PAVEMENT=5.27 NGVD29
(26.0' OFF JOG CORNER HOUSE ON RANGE ONE)
0
TEST HOLE DATE:
August 20, 2003
23"
PERFORMED BY:
Ron Cadillac, Soil Evaluator
5' Level Bottom FEBRUARY 9, 2009
C-4 Units FULL MOON
WITNESSED BY:
Lynn McCartin, RS
27"
PERC RATE:
<2'-00"/inch (C layer)
19' ON ENDS FOR A 23.5' X 12' X 3" DEEP LEACH
SOIL SURVEY(1993):
Carver coarse sand
37"
GEOLOGIC MAP(1986)
Harwich outwash plain deposits
221.8 GPD
[(282 SF + 17.75 so X .74 GPD/SF]
2 CULTEC C-4 UNITS
Invert 7.65
23.5' X 12' X 3" DEEP SAND BED
a -
/Use Gas Baffle
(See Detail)
Proposed
Invert 7.40 Use 10' Min. Cover
Proposed Over Leaching
7.710 Filter .55 min.
71"
Cloth
/ft
S=1/8"/ft /
- -� �- 3.. 108"
Fill
A layer 10yr 373 -
sandy
3sand loam
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
loamy sand
observed water
7.3
4.2
1.4
5Wj
�nvert
2
7'0 MONITORING WELL
7.57 Inver
act Proposed Proposed
7.25
I
5' Level Bottom FEBRUARY 9, 2009
C-4 Units FULL MOON
�- 5' -i �.
I
I. . 2.Dr�-r -r]
BEDROOMS:
2
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
220 GPD
SEPTIC TANK:
1500 GAL
BOTTOM LEACHING AREA:.
282 SF
[(23.5' X 12')]
19' ON ENDS FOR A 23.5' X 12' X 3" DEEP LEACH
SIDE LEACHING AREA:
17.75 SF
[2(23.5 + 12) x 0.25]
C-4 UNITS BETWEEN HUMPS. CAPE PIPE ENDS.
DESIGN CAPACITY:
221.8 GPD
[(282 SF + 17.75 so X .74 GPD/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL DATE
JAM
LOT 106, 23 & 25 N
NOVEMBER
<I
tD
0.6'+ �eadi gg2/09/09r1(g Weloon) 1.9- - - - - - -
1 1.
TH1--Observed Water=11.4
1.77 - -
L
LEACH AREA 8AM 12 4PM
US
2 C-4 UNITS WITH 4' OF STONE ON SIDES AND
3'
19' ON ENDS FOR A 23.5' X 12' X 3" DEEP LEACH
AR
'AS SHOWN. RUN PERFORATED PIPE DOWN CENTER
OF
C-4 UNITS BETWEEN HUMPS. CAPE PIPE ENDS.
BR
NG STONE TO TOP OF C-4 UNITS & BETWEEN HUMPS
&
OOVER WITH FILTER CLOTH.
VARIABLE REMOVAL WITH BARRIER
D
ALL AROUND AND UNDER REMOVAL DOWN 37"t
TOI
LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2.
RONALD J.
PROFESSIONAL LAND
2008 BY R.J. CADILLAC
WEST
SITE PLAN
FOR
G. MORRISON
HAMPSHIRE AVE, W. YARMOUTH, MA
2003 SCALE: 1"=20'
3ADILLAC, PLS, RS, P.C.
>URVEYOR & REGISTERED SANITARIAN
P.O. BOX 258 ;I, �'e'�_ ,'�. ";I'I
'ARMOUTH, MA 02673 Io
508) 775-9700
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