83-1857 - Site Plan003MAXIMUM FEASIBLE COMPLIANCE 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) ��.77
i
NOTE: UNDERGROUND ELECTRIC LINES SERVE
LOCUS AND HOUSE NO. 21. MARK BOTH SERVICES i
PRIOR TO CONSTRUCTION, AS REROUTING OF /"5.71
SERVICE MAY BE NEEDED. // EXTEND WALL
/ TO DWELLING
DIG SAFE --BOTH GAS AND UNDERGROUND ELECTRIC LINES NOT
SHOWN.
LOT COVERAGE
6,
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-W- WATER LINE LOCATION FROM ASBUILT
1ST FLOOR (EXISTING FOOTPRINT)= 1565±S.F.
a
2ND FOOR (DECKS)= 80±S.F.
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1.
LOCUS IS A.M. t PARCEL 37.
/ PROPOSED TOTAL AREA= 1645±S.F.
LOCATION
6.03 % COVERAGE -1645/6620=24.85%
a
ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD.
Al
T4s N /F
z
- - e ROBBINS-MARA
LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON FIRM DATED JULY 2, 1992.
6.76 • 0
G
FENCE
IS TO BE CLEAN
d'O. ,nom 7.09 - s� PROPOSED 8' CONTOUR
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED)
CONC. BOUND
FND. & HELD
/ REMOVE OR CRUSH
EXISTING TANK
/ SILT FENCE -WORK LIMIT
5.71
REMOVE 5 FLOWDIFFUSORS
AND CLOGGED STONE
REPLACE WITH CLEAN
5.20 6._- SAND
\ i sy. / 7.2'
X5,80
ROBB NSF MARA
BEGIN SILT FENCE
i r
EDGE PRO- / 7.7'
POSED DRIVE
0 LOT 101
�.6,620ts.
a 9.
SCALED FLOOD ZONE L 1
�: 7.18_0
FLOOD ZONE V15 (Ed13� ..� � ,✓:,:� ^„-.�. - „ „/
4' DEEP IMPERVIOUS /0
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.
FOLLOWS FACE WALL
98 - - (NOT SHOWN)
7.61
SYSTEM B
ry c'
END SILT FENCE
9.
JOB NO. Y08-14
NOTES
Z� ' Lewis
\ �.\
6,
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-W- WATER LINE LOCATION FROM ASBUILT
Morrison5.dwg
SCALE
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
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1.
LOCUS IS A.M. t PARCEL 37.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
LOCATION
47
2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD.
Al
FENCE (IF SHOWN, NOT ALL SHOWN)
m
3.
LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON FIRM DATED JULY 2, 1992.
REV. 12/3/09 --EXTEND BLOCK WALL TO HOUSE, MOVE SEWER LINE
FENCE
IS TO BE CLEAN
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED)
CONC. BOUND
FND. & HELD
13.
PUMP AND FILL
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
1
& WATER WITHIN
D
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
%P
�w
<
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
m
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
�cQ
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.
Z� ' Lewis
\ �.\
\y
-W- WATER LINE LOCATION FROM ASBUILT
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.
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11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
LOCATION
MAP
REMOVAL PRIOR TO PLACING STONE.
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
Al
FENCE (IF SHOWN, NOT ALL SHOWN)
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
4.89 /
REV. 12/3/09 --EXTEND BLOCK WALL TO HOUSE, MOVE SEWER LINE
FENCE
IS TO BE CLEAN
I GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
CONC. BOUND
FND. & HELD
13.
PUMP AND FILL
ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL BLOCK AND STONE IN
TEST HOLE
1
LEACH AREA, ANb DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14. ALL CONSTRUCT10ON TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches)
0
BENCH MARK --TOP N.W. C06, TEST HOLE DATE: August 20, 2003 23"
CONCRETE BOUND=7.02 NG 29 PERFORMED BY: Ron Cadillac, Soil Evaluator
(20" OFF END FENCE-oowN 3') WITNESSED BY: Lynn McCartin, RS 27"
�\ SYSTEM A --UNIT 25
/CONC:e�MND
6" 12.0 Min.
Exist. Slab=7.4 Prop. Top Block
Prop. Top crawl=7.4
Fill Exist awl to D. 7.4 Invert 8.15
\ Proposed
�FND. &HELD REPLUMB H-10
. �� `c v •9.P Q i cy ` -
\iQ , 1 .. x'232 ` _ iL S! 49 3' DEEP IMPERVIOUS
O�p� �ti• Q oo� T 1 G' BARRIER** 98 L.F. OF
G 40 MIL POLYETHYLENE
(MILLER BREAKOUT**)
0` `ya�. I 5.41 • TOP BARRIER=TOP
5 k.
5.42 UNIT=7.71,GRADE
Lrl o
� 5. u4 tiC
732 ABOVE BARRIER=8.4 MIN.
** BARRIER IS STIFF
6. INABLE FROM
MILLER AENVIRONMENTAL
7
ROOF RUNNOFF TO FLOW TO STONE
FOUNDATION TRENCH OR DRY WELLS
LEGEND
-E- ESTIMATED BURRED ELECTRIC
5,84 0
\y
-W- WATER LINE LOCATION FROM ASBUILT
,
eat
INSPECTION SCHEDULE BOTH. SYSTEMS
�6- EXISTING CONTOUR
4 SYSTEM A_
5
,
\
yJ UTILITY POLE (IF SHOWN)
/
-G- GAS MARKINGS (NOT ALL SHOWN)
REMOVAL PRIOR TO PLACING STONE.
7.710 Filter/8.55 min.
Cloth_ `
Al
FENCE (IF SHOWN, NOT ALL SHOWN)
PROPOSED
TREE (IF SHOWN, NOT ALL SHOWN)
4.89 /
REV. 12/3/09 --EXTEND BLOCK WALL TO HOUSE, MOVE SEWER LINE
FENCE
�/ a
✓
REV. 6/04/09 --OFFSETS ADDED FOR CONCOM--SHEET 1 ONLY
CONC. BOUND
FND. & HELD
\� DOUBLE SLEEVE NEW
MONITOR WELL, BENCHMARKS.
REV. 9/02/08 --PROPOSED FOOTPRINT, LOT COVERAGE, OFFSETS & DRIVEWAY DIMENSIONS
SEWER
& WATER WITHIN
REV. 6/18/08--2 SEPTIC SYSTEMS & NEW OWNER
10 FEET OF EACH OTHER.
ROOF RUNNOFF TO FLOW TO STONE
FOUNDATION TRENCH OR DRY WELLS
LEGEND
-E- ESTIMATED BURRED ELECTRIC
TH 1 TEST HOLE LOCATION, NUMBER
37"
-W- WATER LINE LOCATION FROM ASBUILT
9.5 x 7,3 EXIST. & PROP. ELEV. ('X' MARKS POINT)
INSPECTION SCHEDULE BOTH. SYSTEMS
�6- EXISTING CONTOUR
1. HAVE R.J. CADILLAC STAKE
PROP. CONTOUR (8' CONTOUR NOT SHOWN ON PROP. WALL)
WALL LOCATION.
yJ UTILITY POLE (IF SHOWN)
2. CALL R.J. CADILLAC TO INSPECT
-G- GAS MARKINGS (NOT ALL SHOWN)
REMOVAL PRIOR TO PLACING STONE.
7.710 Filter/8.55 min.
Cloth_ `
3. CALL R.J. CADILLAC FOR FINAL
FENCE (IF SHOWN, NOT ALL SHOWN)
INSPECTION.
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 12/3/09 --EXTEND BLOCK WALL TO HOUSE, MOVE SEWER LINE
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
REV. 5/23/08 --PRESBY SYSTEM
I Proposed
Invert 7.9 1500 Gal.
o,____ -al Septic Tank
508-697-3710. DESIGI
\\ BEDROOMS:
` GARBAGE GRIND
REQUIRED CAPA
SEPTIC TANK:
BOTTOM LEACHII
[(23.5' X 12')]
SIDE LEACHING
[2(23.5 + 12)
DESIGN CAPACII
DOUBLE SLEEVE WITHIN 10' OF [(282 SF + 17
WATER SERVICE
BENCH MARK --TOP MAG. NAIL
SET IN PAVEMENT=5.27 NGVD29
(26.0' OFF JOG CORNER HOUSE ON RANGE UNE)
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
�1p, �\ �g-'OF#F37S79
\�A�Cr, S zQ
O
a�NI iAR�vP?+aa Cts/ S::;RV
HEALTH AGENT APPROVAL
DATE
or
DATA
AREA:
0.25]
PERC RATE:
SOIL SURVEY(1993):
GEOLOGIC MAP(1986):
Invert 7.65
Use Gas Baffle
Proposed
/ft
<2'-00"/inch (C layer)
Carver coarse sand
37"
Harwich outwash plain deposits
2 CULTEC C-4 UNITS
23.5' X 12' X Y DEEP SAND BED
a
(See Detail)
Invert 7.40 Use 10" Min. Coves
Proposed Over Leaching
7.710 Filter/8.55 min.
Cloth_ `
71"
=1 /8"/ft T�
--------- T
--3-108"
ELEV.(feet) NGVD29
7.3
Fill
A layer 10yr 3T3 -
sandy
3sand loam
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
loamy sand
observved water
4.2
1.4
-1.7
/1 7.0 MONITORING WELL
Invert sed Invert 7.25 5' FEBRUARY 9, 2009
Ct Proposed Proposed i Level
Unitsam FULL MOON
�- 5' ---I I N I-1 `5 -I L 2.0 2.Gr--r--r - -- �--�
1.96=High Monitoring Well
< 0.6
m reading 2/09/09 (Full Moon)
'
TH1--Observed Water=1.4----�__�
1.7 --
2 L__L__L_J_ J__J
No LEACH AREA BAM 12 4PM
220 GPD USE 2 C-4 UNITS WITH 4' OF STONE ON SIDES AND
1500 GAL 3'-9" ON ENDS FOR A 23.5' X 12' X 3" DEEP LEACH
282 SF AREA, AS SHOWN. RUN PERFORATED PIPE DOWN CENTER
OF C-4 UNITS BETWEEN HUMPS. CAPE PIPE ENDS.
17.75 SF BRING STONE TO TOP OF C-4 UNITS & BETWEEN HUMPS
& COVER WITH FILTER CLOTH.
221.8 GPD VARIABLE REMOVAL WITH BARRIER
sf) X .74 GPD/SF] DO ALL AROUND AND UNDER REMOVAL DOWN 37"t
TO LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2.
SITE PLAN
FOR
JAMES G. MORRISON
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
BY R.J. CADILLAC
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