HomeMy WebLinkAbout83-1857 - Site Plan005MAXIMUM FEASIBLE COMP( 18NCE 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 V (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 /"5 71
SERVICE MAY BE NEEDED. / EXTEND WALL
/ TO D UNG
-,520
x.80
BEGIN SILT FENCE
V !\
EDGE PRO -
/Y POSED DRIVE
O \
SCALED FLOOD ZONE-\
FLOOD ZONE V15 (E 13J
4' DEEP IMPERVIOUS O
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.
/ 2ND FOOR (DECKS)= 80±S.F. W
/ PROPOSED TOTAL AREA= 1645±S.F. d
/ 6.03 % COVERAGE= 1645/6620=24.85% Q
N /F Z
ROBBINS-MARA
71,
.. o'yoG
ao ti 7.G9' �J S� PROPOSED 8' CONTOUR
/ REMOVE OR CRUSH
/ EXISTING TANK
.P���:Z5.71 SILT FENCE -WORK LIMIT
REMOVE 5 FLOWDIFFUSORS
/ AND CLOGGED STONE
REPLACE WITH CLEAN
SAND
N /F
ROBBINS-MARA
dR,
FENCE
CONC. BOUND
FND. & HELD
ROOF RUNNOFF TO FLOW TO STONE
FOUNDATION TRENCH OR DRY WELLS
7
7.18
4,� SYSTEM A
4/
4.89
\� DOUBLE SLEEVE NEW
SEWER & WATER WITHIN
10 FEET OF EACH OTHER.
-E-
LEGEND
ESTIMATED BURRIED ELECTRIC
TH 1 TEST HOLE LOCATION, NUMBER
NOT TO o
oa�o
-W-
WATER LINE LOCATION FROM ASBUILT
Morrison5.dwg
9.5 x7.3 EXIST. & PROP. ELEV. ('X' MARKS POINT)
INSPECTION SCHEDULE BOTH SYSTEMS
1.
EXISTING CONTOUR
1. HAVE R.J. CADILLAC STAKE
�8�-•
PROP. CONTOUR (8' CONTOUR NOT SHOWN ON PROP. WALL)
WALL LOCATION.
UTILITY POLE (IF SHOWN)
2. CALL R.J. CADILLAC TO INSPECT
LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON FIRM DATED JULY 2, 1992.
REMOVAL PRIOR TO PLACING STONE.
-G-
GAS MARKINGS (NOT ALL SHOWN)
3. CALL R.J. CADILLAC FOR FINAL
-
x - FENCE (IF SHOWN, NOT ALL SHOWN)
INSPECTION.
OTREE (IF SHOWN, NOT ALL SHOWN)
6.
COMPONENTS TO BE AASHT H-10, UNLESS NOTED.
REV.
12/3/09 --EXTEND BLOCK WALL TO HOUSE, MOVE SEWER LINE
7.
REV.
6/22/09 --WORK LIMIT --SILT FENCE ALONG EXIST. FENCE & ROOF RUNNOFF
REV.
6/04/09 --OFFSETS ADDED FOR CONCOM--SHEET 1 ONLY
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
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
Bay
REV.
5/30/08 --BUOYANCY CALC'S, TANKS, INSPECTION SCHEDULE
REV.
5/29/08--C-4 UNITS
IF UNSUITABLE SOILS, OR S6ILS
a FOLLOWS FACE WALL
(NOT SHOWN)
61
� SYSTEM B
END SILT FENCE
BOUND
& HELD
0
BENCH MARK --TOP N.W. CORN. TEST HOLE DATE: August 20, 2003 23"
CONCRETE BOUND= PERFORMED BY: Ron Cadillac, Soil Evaluator
(20' OFF NO FENCE -GOWN 3') WITNESSED BY: L n McCartin RS 27"
SYSTEM A --UNIT
12.0 Min.
Exist. Slab=7.4
)p. Top crawl -7.4
Nist. Crawl to El. 7.4
/ft+
Sim z 5.29 Invert 7.90/ Sept
*14 3' DEEP IMPERVIOUS I Proposed
BARRIER** 98 LF. OF I
40 MIL POLYETHYLENE I Bottom 3.3
X5.41�< r MILLER BREAKOUT**) I proposed
OP BARRIER -TOP I
42 UNIT=7.71,GRADE I 6" Stone or cc
ABOVE BARRIER=8.4 MIN. I W
P ** BARRIER IS STIFF i -20,
& OBTAINABLE FROM
MILLER ENVIRONMENTAL
508-697-3710. DESIGN DAT
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 UNE)
BEDROOMS:
GARBAGE GRINDER:
REQUIRED CAPACITY.
SEPTIC TANK:
BOTTOM LEACHING AREA:
[(23.5' X 12')]
SIDE LEACHING AREA:
[2(23.5 + 12) x 0.251
DESIGN CAPACITY:
[(282 SF + 17.75 sf) X
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
yn .
PERC RATE: <2'-00"/inch (C layer)
j SOIL SURVEY(1993): Carver coarse sand 37'
GEOLOGIC MAP(1986): Harwich outwash plain deposits
2 CULTEC C-4 UNITS ,a2,
Invert 7.65 23.5' X 12' X 3" DEEP SAND BED a
(See Detail)
Use Gas Baffle Invert 7.40 Use 10" Min. Cover
Proposed Over Leaching
0 Proposed
7.710 Filter 55 min. 71"
sed S=1/8"/ft Cloth _
Gal. S=1 /8"/ft
Tank T
nvert i.oi7 Invert 7.25
(Proposed Proposec
I I 1IV 1
�- 5'
m
m
2
No
220 GPD
1500 GAL
282 SF
17.75 SF
3"
7.0
5 Level Bottom
I C-4 Units
5-I El. 2.0
0.6' 1.96=High Monitoring Well
/ reading 2/09/09 (Full Moon)
TH1--Observed Water=1.4
108"
Fill
-A-layer 10yr 3/3
sandy loam
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
loamy sand
observed water
MONITORING WELL
FEBRUARY 9, 2009
FULL MOON
7.3
4.2
1.4
-1.7
LEACH AREA 8AM 12
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.
221.8 GPD VARIABLE REMOVAL WITH BARRIER
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
_j
LOT 106, 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA
NOVEMBER 28, 2003 SCALE: 1"=20'
v # 1060 a\ 11317 1 2
TE��`A"F 55;� RONALD J. CADILLAC, PLS, RS, P.C.
ROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
HEALTH AGENT APPROVAL DATE (508) 775-9700
1 @2008 BY R.J. CADILLAC PAGE 1 OF 2
NOTES
NOT TO o
oa�o
Morrison5.dwg
SCALE
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.
1<
4.
ALL PIPES TO BE 4" SCH 4D, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED)
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
D
6.
COMPONENTS TO BE AASHT H-10, UNLESS NOTED.
�1 ,aCD
oo P
7.
INLET TEE TO PROJECT DO 13% OUTLET TEE DOWN 14".
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
po h
D -BOX EXIT PIPES TO BEL VEL FOR FIRST TWO FEET.
o�Q
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
Lewis
COVERS: BUILD UP COVERS - 2 ON D-BOXS, 1 ON EACH LEACH AREA.
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.
��
`
11.
IF UNSUITABLE SOILS, OR S6ILS
DIFFERING FROM THE SOIL LOG ARE FOUND,
LOCATION MAP
CONTACT THE BOARD OF H
ALTH, OR R.J. CADILLAC.
12.
IF AN OVERDIG IS CALLED BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
AOR
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 MEEr
TITLE 5 AND LOCAL REGULATIONS.
DEPTH (inches) ELEV.(feet) NGVD29
0
BENCH MARK --TOP N.W. CORN. TEST HOLE DATE: August 20, 2003 23"
CONCRETE BOUND= PERFORMED BY: Ron Cadillac, Soil Evaluator
(20' OFF NO FENCE -GOWN 3') WITNESSED BY: L n McCartin RS 27"
SYSTEM A --UNIT
12.0 Min.
Exist. Slab=7.4
)p. Top crawl -7.4
Nist. Crawl to El. 7.4
/ft+
Sim z 5.29 Invert 7.90/ Sept
*14 3' DEEP IMPERVIOUS I Proposed
BARRIER** 98 LF. OF I
40 MIL POLYETHYLENE I Bottom 3.3
X5.41�< r MILLER BREAKOUT**) I proposed
OP BARRIER -TOP I
42 UNIT=7.71,GRADE I 6" Stone or cc
ABOVE BARRIER=8.4 MIN. I W
P ** BARRIER IS STIFF i -20,
& OBTAINABLE FROM
MILLER ENVIRONMENTAL
508-697-3710. DESIGN DAT
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 UNE)
BEDROOMS:
GARBAGE GRINDER:
REQUIRED CAPACITY.
SEPTIC TANK:
BOTTOM LEACHING AREA:
[(23.5' X 12')]
SIDE LEACHING AREA:
[2(23.5 + 12) x 0.251
DESIGN CAPACITY:
[(282 SF + 17.75 sf) X
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
yn .
PERC RATE: <2'-00"/inch (C layer)
j SOIL SURVEY(1993): Carver coarse sand 37'
GEOLOGIC MAP(1986): Harwich outwash plain deposits
2 CULTEC C-4 UNITS ,a2,
Invert 7.65 23.5' X 12' X 3" DEEP SAND BED a
(See Detail)
Use Gas Baffle Invert 7.40 Use 10" Min. Cover
Proposed Over Leaching
0 Proposed
7.710 Filter 55 min. 71"
sed S=1/8"/ft Cloth _
Gal. S=1 /8"/ft
Tank T
nvert i.oi7 Invert 7.25
(Proposed Proposec
I I 1IV 1
�- 5'
m
m
2
No
220 GPD
1500 GAL
282 SF
17.75 SF
3"
7.0
5 Level Bottom
I C-4 Units
5-I El. 2.0
0.6' 1.96=High Monitoring Well
/ reading 2/09/09 (Full Moon)
TH1--Observed Water=1.4
108"
Fill
-A-layer 10yr 3/3
sandy loam
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
loamy sand
observed water
MONITORING WELL
FEBRUARY 9, 2009
FULL MOON
7.3
4.2
1.4
-1.7
LEACH AREA 8AM 12
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.
221.8 GPD VARIABLE REMOVAL WITH BARRIER
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
_j
LOT 106, 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA
NOVEMBER 28, 2003 SCALE: 1"=20'
v # 1060 a\ 11317 1 2
TE��`A"F 55;� RONALD J. CADILLAC, PLS, RS, P.C.
ROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
HEALTH AGENT APPROVAL DATE (508) 775-9700
1 @2008 BY R.J. CADILLAC PAGE 1 OF 2