Decision 4241 - Site Plan 2MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED'
1. VARY LEACH AREA TO PROPERTY LINE 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 15.226 (1) 5.77
NOTE: UNDERGROUND ELECTRIC LINES SERVE /
LOCUS AND HOUSE NO. 21. MARK BOTH SERVICES
PRIOR TO CONSTRUCTION, AS REROUTING OF /<71
SERVICE MAY BE NEEDED.
DIG SAFE --BOTH GAS AND UNDERGROUND ELECTRIC LINES NOT SHOWN.
LOT COVERAGE
1ST FLOOR (EXISTING FOOTPRINT)= 1565±S.F. I a
2ND FOOR (DECKS)= 80±S.F. W
o_
PROPOSED TOTAL AREA= 1645±S.F.
6.03 % COVERAGE= 1645/6620=24.85%
a
+sN/F W
8-x ROBBINS-MARA
6'n "v 7.09
/
REMOVE ORCRUSH \
JOB NO. Y08-14
EXISTING TANK
Carver coarse sand
BARRIER** 98 L.F. OF
Morrison5.dwg
SCALE dWa
5,71
LOCUS IS A.M. 16, PARCEL 37.
m
2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD.
m
OF / REMOVE 5
FLOWDIFFUSORS 8
AND
CLOGGED STONE
�OGF/ REPLACE WITH CLEAN
V\�Cv�
SAND
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
D
v.80
N /F
x
a /
ROBBINS-MARA
?- f>
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14",
P •�
EDGE PROPOSED DRIVE
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
Fo 5
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
1
9.
°�h
ZC
7.1'
Q LO 5. ` . 7,
;_
>s�-Af-
Ot
L 1
0#SFV
10.
oP>�-6,6 1
7, ,A 1gN
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
61.
e
SCALED FLOOD ZONE;.'41lEL�5'
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
FLOOD ZONE V75 (E413) ..> \�:::� .lis\`:.
o
5.913 7.61
' N
99 aQ� 6,-6"
SYSTEM B 0
BENCH MARK --TOP N.W. CORN. TEST HOLE DATE: August 20, 2003 23"
CONCRETE BOUND=7.02 NGVD29 PERFORMED BY: Ron Cadillac, Soil Evaluator
(2O' OFF END FENCE -DOWN 3') WITNESSED BY: Lynn McCortin RS 27"
`;,`'
SYSTEM A --UNIT 25
12.0 Min.
Exist. Slab=7.4 Prop. Top Block
:. Prop. Top crow)=7.4
Fill Exist. Crawl to EL 7.4 Invert 8.15
5 ..'`':rY 7 FND. BOUND Proposed
\ REPLUMB H-10
S=1 /8"/ft+
ro /s Proposed
F Si 0'
x 5,29 I Invert 7.90 1500 Gal.
Q iS, GY Septic Tank
NOTES
JOB NO. Y08-14
NOT TO drop
Carver coarse sand
BARRIER** 98 L.F. OF
Morrison5.dwg
SCALE dWa
1.
LOCUS IS A.M. 16, PARCEL 37.
m
2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD.
m
3.
LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON FIRM DATED JULY 2, 1992.
5.42
4.ALL
PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED)
V\�Cv�
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
D
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
`rh tee.
oo
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14",
P •�
B.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
Fo 5
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
1
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
Z Lewis
COVERS: BUILD UP COVERS --2 ON D-BOXS, 1 ON EACH LEACH AREA.
\ �yy' Boy
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,
LOCATION 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) NGVD29
SYSTEM B 0
BENCH MARK --TOP N.W. CORN. TEST HOLE DATE: August 20, 2003 23"
CONCRETE BOUND=7.02 NGVD29 PERFORMED BY: Ron Cadillac, Soil Evaluator
(2O' OFF END FENCE -DOWN 3') WITNESSED BY: Lynn McCortin RS 27"
`;,`'
SYSTEM A --UNIT 25
12.0 Min.
Exist. Slab=7.4 Prop. Top Block
:. Prop. Top crow)=7.4
Fill Exist. Crawl to EL 7.4 Invert 8.15
5 ..'`':rY 7 FND. BOUND Proposed
\ REPLUMB H-10
S=1 /8"/ft+
ro /s Proposed
F Si 0'
x 5,29 I Invert 7.90 1500 Gal.
Q iS, GY Septic Tank
508-697-3710. DESIGN DATA
4' DEEP IMPERVIOUS / �" . 5,84
BARRIER** 90 LF. r' 0 \
40 MIL POLYETHYLENE
MILLER BREAKOUT**) :,8x51
OBARRIER=TOP :;jps' 4
UNITSYSTEM A5
ABOVE ARE BARGRADE
RIER=8.4 MIN. ` �1
** BARRIER IS STIFF /
MI OBTAINABLE FROM PROPOSED 4.89 /
MILLER ENVIRONMENTAL FENCE
508-697-3710. / \
CONC. BOUND �\�\' DOUBLE SLEEVE NEW
FIND. & HELD SEWER & WATER WITHIN
10 FEET OF EACH OTHER.
LEGEND
O TH 1 TEST HOLE LOCATION, NUMBER
-W- WATER LINE LOCATION FROM ASBUILT
9.5 x 7.3 EXIST. & PROP. ELEV. ('X' MARKS POINT)
6 EXISTING CONTOUR
PROP. CONTOUR (8' CONTOUR NOT SHOWN ON PROP. WALL)
QJ UTILITY POLE (IF SHOWN)
-G GAS MARKINGS (NOT ALL SHOWN)
- x - FENCE (IF SHOWN, NOT ALL SHOWN)
0 TREE (IF SHOWN. NOT ALL SHOWN)
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. 6/04/09 --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
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 LINE)
PERC RATE:
3' DEEP IMPERVIOUS
I Proposed
SOIL SURVEY(1993):
Carver coarse sand
BARRIER** 98 L.F. OF
I
/
40 MIL POLYETHYLENE
Bottom 3.3
5.41 `C I .
MILLER BREAKOUT**)
proposed
2 CULTEC C-4 UNITS
OIL BARRIER=TOP
Invert 7.65
5.42
UNIT=7.71,GRADE
I 6" Stone or corn
V\�Cv�
ABOVE BARRIER=8.4 MIN.
Proposed Over Leaching
BARRIER STIFF
�2 �
P
&
& OBTAINABLE FROM
_ I I
Cloth
S=1 /8"/ft /�� /;-<
MILLER ENVIRONMENTAL
508-697-3710. DESIGN DATA
4' DEEP IMPERVIOUS / �" . 5,84
BARRIER** 90 LF. r' 0 \
40 MIL POLYETHYLENE
MILLER BREAKOUT**) :,8x51
OBARRIER=TOP :;jps' 4
UNITSYSTEM A5
ABOVE ARE BARGRADE
RIER=8.4 MIN. ` �1
** BARRIER IS STIFF /
MI OBTAINABLE FROM PROPOSED 4.89 /
MILLER ENVIRONMENTAL FENCE
508-697-3710. / \
CONC. BOUND �\�\' DOUBLE SLEEVE NEW
FIND. & HELD SEWER & WATER WITHIN
10 FEET OF EACH OTHER.
LEGEND
O TH 1 TEST HOLE LOCATION, NUMBER
-W- WATER LINE LOCATION FROM ASBUILT
9.5 x 7.3 EXIST. & PROP. ELEV. ('X' MARKS POINT)
6 EXISTING CONTOUR
PROP. CONTOUR (8' CONTOUR NOT SHOWN ON PROP. WALL)
QJ UTILITY POLE (IF SHOWN)
-G GAS MARKINGS (NOT ALL SHOWN)
- x - FENCE (IF SHOWN, NOT ALL SHOWN)
0 TREE (IF SHOWN. NOT ALL SHOWN)
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. 6/04/09 --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
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 LINE)
PERC RATE:
G2'-00"/inch (C layer)
GARBAGE GRINDER:
SOIL SURVEY(1993):
Carver coarse sand
37«
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
BOTTOM LEACHING AREA:
282 SF
[(23.5' X 12')]
SIDE LEACHING AREA:
2 CULTEC C-4 UNITS
m
Invert 7.65
23.5' X 12' X 3" DEEP SAND BED
(See Detail)
a
Use Gas Baffle
Proposed
Invert 7.40 Use 10" Min. Cover
Proposed Over Leaching
S=l/8-/ft
7.71® Filter /8'55 min.
71"
Cloth
S=1 /8"/ft /�� /;-<
- - - - 3"
1
108"
Fill
A layer 10yr 3/3
sandy loam
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
loamy sand
observedwater
7.3
4.2
1.4
-1.7
7 0 MONITORING WELL
Invert sed Invert 7.25 5' FEBRUARY 9, 2009
pact I Proposed I Level Bottom
Proposed C-4 Units I- FULL MOON
if
r- 5 I I N I 15� II EL 2.0 2.01
m 1.96=High Monitoring Well
0.6' reading 2/09/09 (Full Moon) 1 8E- --I - -4 - -I
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 sf) X .74
GPD/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
THt--Observed Water=1.4
1.7- -
_/ LE I
LEACH AREA 8AM 12 4PM
USE 2 C-4 UNITS WITH 4' OF STONE ON SIDES AND
S-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
& COVER WITH FILTER CLOTH.
VARIABLE REMOVAL WITH BARRIER
DO ALL AROUND AND UNDER REMOVAL DOWN 37"±
TO LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2.
SITE PLAN
FOR
JAMES G. MORRISON
LOT 1069 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
C12008 BY R.J. CADILLAC
PAGE 1 OF 2