Decision 4241 - Site Plan (Copy)MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY LEACH AREA TO PROPERTY UNE BY UP TO 6' (4' MIN. PROVIDED).
VARY LEACHING TO DWEWNG 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) 577
NOTE: UNDERGROUND ELECTRIC LINES SERVE /
LOCUS AND HOUSE NO. 21. MARK BOTH SERVICES
PRIOR TO CONSTRUCTION, AS REROUTING OF 571
SERVICE MAY BE NEEDED. /
BEGIN SILT FENCE
s
EDGE PRO-
POSED DRIVE
0
\SCALED FLOOD ZONIE
FLOOD ZONE V15 (ELAX
DIG SAFE --BOTH GAS AND UNDERGROUND ELECTRIC LINES NOT SHOWN.
LOT COVERAGE
1ST FLOOR (EXISTING FOOTPRINT)= 1565±S.F. a
2ND FOOR (DECKS)= 80±S.F. W
o:
6.03 PROPOSED TOTAL AREA= 1645±S.F. a
% COVERAGE= 1645/6620=24.85%
a
ifs N /F Z
_-= .e y ROBBINS-MARA
�o. 7..09 6 76 `~ o `�pG`rF`
/ REMOVE OR CRUSH
EXISTING TANK
5.71 SILT FENCE -WORK LIMIT
REMOVE 5 FLOWDIFFUSORS
AND CLOGGED STONE
\ REPLACE WITH CLEAN
SAND
N/F
ROBBINS-MARA
7.1
.18-
7
99
4' DEEP IMPERVIOUS r y o
BARRIER** 90 L.F. OF O ? <1 \ 5,84 /o
40 MIL POLYETHYLENE
(MILLER BREAKOUT**) =.
TOP BARRIER=TOP 8x5 4 SYSTEM A
UNITE BAR GRADE \ 7y / A 5
ABOVE BARRIER=8.4 MIN. `\ V
** BARRIER IS STIFF /
& OBTAINABLE FROM PROPOSED
gy /
MILLER ENVIRONMENTAL FENCE C
508-697-3710.
CONIC. BOUND
FWD. &HELD F DOUBLE SLEEVE NEW
SEWER & WATER WITHIN
10 FEET OF EACH OTHER.
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
PROP. CONTOUR (8' CONTOUR. NOT SHOWN ON PROP. WALL)
i� UTILITY POLE (IF SHOWN)
-G- GAS MARKINGS (NOT ALL SHOWN)
-„r FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
PROPOSED 8' CONTOUR
FOLLOWS FACE WALL
(NOT SHOWN)
INSPECTION SCHEDULE BOTH SYSTEMS I
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 UMIT--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
REV. 5/23/08 --PRESBY SYSTEM
7.61
i SYSTEM B
END SILT FENCE
CONIC. BOUND
FWD. & HELI)
NOTES JOB N0. YO8-14
1. LOCUS IS A.M. 16, PARCEL 37. Morrison5.dwg
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' ARE ON TOWN WATER.
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL 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 EACH 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,
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
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
NOT TO 00,
SCALE Hp
m
1<
D
`� ao 0
0
iPo, Qy
X06 i--
\ mos
Lewis
LOCATION MAP
TEST HOLE 1
I4. 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 -DOWN 37
SYSTEM A --UNIT 25
12.0 Min.
Exist. Slab=7.4
,p. Top crawl=7.4
xist. Crawl to El. 7.4
X S=1 /8"/ft+
1a �6 Proposed
5.29 ( Invert 7.90 Septic1500 Tank
�? y4�c 3' DEEP IMPERVIOUS I Proposed
�
BARRIER** 98 L.F. OF I
40 MIL POLYETHYLENE Bottom 3.3
541 ■ MILLER BREAKOUT**) Proposed
OP BARRIER=TOP
2 UNIT=7.71,GRADE I 6" Stone or co p
ABOVE BARRIER=8.4 MIN. I
'* BARRIER IS STIFF ( '
& OBTAINABLE FROM
MILLER ENVIRONMENTAL
508-697-3710. DESIGN DATA
H-10
DOUBLE SLEEVE WITHIN 10' OF
WATER SERVICE
BENCH MARK --TOP MAG. NAIL
SET IN PAVEMENT=5.27 NGVD29
(28.0' OFF JOG CORNER HOUSE ON RANGE UNE)
Fill
A layer 10yr 3/3
sand loam
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
loamy sand
observed water
7.3
4.2
1.4
-1.7
�nyert 7.57 Invert 7.25 7.0 MONITORING WELL
rf1 5' FEBRUARY 9, 2009
pact Proposed I Level Bottom
Proposed C-4 Units
JF-ULLI MOON
N , II 2.05'-� I 1 EL 2.0
< 06' treadingi99%9(WelI
2%00FuI
Mom) 1.9- - - - -
BEDROOMS:
2
0
TEST HOLE DATE:
August 20, 2003
23"
PERFORMED BY:
Ron Cadillac, Soil Evaluator
BOTTOM LEACHING AREA:
WITNESSED BY:
Lynn McCartin, RS
27"
PERC RATE:
<2'-00"/inch (C layer)
[2(23.5 + 12) x 0.25]
SOIL SURVEY(1993):
Carver coarse sand
221.8 GPD
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
37"
2 CULTEC C-4 UNITS
2.
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 Filter7;78.55 min.
71"
S=1 /8"/ft
Cloth
S=1 /8"/ft /�
----
L3„
108"
Fill
A layer 10yr 3/3
sand loam
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
loamy sand
observed water
7.3
4.2
1.4
-1.7
�nyert 7.57 Invert 7.25 7.0 MONITORING WELL
rf1 5' FEBRUARY 9, 2009
pact Proposed I Level Bottom
Proposed C-4 Units
JF-ULLI MOON
N , II 2.05'-� I 1 EL 2.0
< 06' treadingi99%9(WelI
2%00FuI
Mom) 1.9- - - - -
BEDROOMS:
2
GARBAGE GRINDER:
No
REQUIRED CAPACITY.
220 GPD
SEPTIC TANK:
1500 GAL.
BOTTOM LEACHING AREA:
282 SF
[(23.5' X 12')]
SIDE LEACHING AREA:
17.75 SF
[2(23.5 + 12) x 0.25]
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
TH1--Observed Water=l.4
L _L1 LJ
LEACH AREA SAM 12 4PM
USE 2 C-4 UNITS WITH 4' OF STONE ON SIDES AND
3'-9" ON ENDS FOR A 23.5' X 12' X 3" DEEP LEACH
AREA, AS SHOWN. RUN PERFORATED PIPE DOWN CENTER
OF C-4 UNITS BETWEEN HUMPS. CAPE PIPE ENDS.
BRING STONE TO TOP OF C-4 UNITS & BETWEEN HUMPS
VARIABLE REMOVAL WITH BARRIER
DO ALL AROUND AND UNDER REMOVAL DOWN 37"t
TO LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2.
SITE PLAN
FOR
JAMES G. MORRISON
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
2008 BY R.J. CADILLAC
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