HomeMy WebLinkAbout29 Island Road - Site Plan 20 IMPERVIOUS BARRIER
40 MIL VINYL FLASHING, 120' LONG, 3' DEEP,
INSTALLED ALONG OUTWARD EDGE OF 5' RE-
MOVAL, TOP BARRIER TO BE AT EL. 7.5
MINIMUM=TOP PEASTONE EL. GRADE ABOVE
a BARRIER=8.0. MINIMUM GRADE OUTSIDE
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BARRIER -3:11 SLOPE (MOVE OUT 3': DROP 1')
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SALTMARSH
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30.4' G , 1
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18.0'
Z I 24 181 PROPOSED 1
L J DRIVEWAY N 1 1
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LEACH DETAIL NOTES
1'-20" 120 L.F. Q NOT TO
S IMPERVIOUS 1. LOCUS 15 A.M. 10, PARCEL Z1-4. SCALE
BARRIER 2• ELEVATIONS SHOWN ARE NGVD29 AND IN FEET. Sea Cu/,
4j ,Mp�gt ' 3. LOCUS IS IN FLOOD ZONE Al2(EL.10) ON FIRM DATED JULY 2, 1992. a
s„ 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) to Qo'
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
4J� 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. Vi
S" 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Radia
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Lane
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. o
S % 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. o o efs
- 3.6 BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. a a
8ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP
NO BARRIER 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
HERE 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 TEST HOLE 1
IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 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. DEPTH (inches) ELEV.(feet)
REPLUMB SEWER LINE TO
s.74t 14. ALL CONSTRUCTION
TO MEET TITLE 5 AND LOCAL REGULATIONS.
0
6.0
1
y
EXIT EXISTING FOUNDATION
TOP EXIST. FOUND.
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TEST HOLE DATE:
June 30, 1998
A layer toy 3/3
sandy loam
9 63
WITH ITS CENTER 13 1 2'
/
N F
/
A -
PERFORMED BY:
Ron Cadillac, Soil Evaluator
12"
? 29
1.10. t.,N
?`; Top Fnd =9.7 ia: a? �111l1
6.2 box
B layer 10yr 4/4
BELOW TOP FOUNDATION. WITNESSED BY: Amy L. Von Hone, RS
::,Threshold=10.5'7:_ v
i
x
34,7' 6
Invert 8.25
PERC RATE:
G2'-00'/inch (C layer)
/ 1
1
loamy sand
18.3'
LOT 4A
Invert 8.45 Proposed
SOIL SURVEY(1993):
Hookson-dune land complex
40"
t-1) _ 10,570±S.F.
-:6.4
1 1 1
GEOLOGIC MAP(1986):
Dune deposits
x16.0 1
2.7
C layer 2.5y 6/4
Proposed 8.8
Invert 7.75
6.1
n
x 6.5
\ \
Slab & foundation
4'9 design by others
Top Slob
Back Garage
Pro osed
P
Invert 7.30
Use Gas BafOe
5 CONTACTOR 100'5
Invert 7.05
52„ 45"
coarse sand
obse ved woter
2'25
5.2
S=1 /4"/ft. rovide 6" cover 7.5
S=1/8"/ft TOP PEA STONE
h'/ 1500 Gal.r Provide 8" Ter
O=1/4 "/ft. Slab to "
0 I provide 2" I T 6
min. cover I Invert 7.55
�\ I 111 I
over sewer ( Proposed Invert 7.22 Invert 7.0
I I pipe I Use 6" Stone under Proposed proposed I
NOTE: FENCE BLOCKS I I I I I
CESS I i
ACBETWEEN ROADS I-10' -I 24'--�-10' I I - 8' 5'
REMOVE ANY CLOGGED DESIGN DATA
SOIL, STONE, AND
SEPTIC COMPONENTS BEDROOMS 3
\ 6.5
4.0' Bottom
96"
0.25' Provided
Locus is within 300'
of saltmarsh
OBSERVED WATER=2.25 NGVD29
2:40 PM on 6/30/98
WITHIN 5' OF NEW GARBAGE GRINDER: No High Tide=6:01 PM on 6/30/98
LEACHING. REQUIRED -CAPACITY: 330 GPD
LEGEND
- x - EXISTING FENCE
9.5 x 11.0 EXIST. & PROP. ELEV.('X' MARKS POINT)
f-6 EXISTING CONTOUR
PROPOSED CONTOUR
L TREE (IF SHOWN, NOT ALL SHOWN)
0 CONCRETE BOUND FOUND
TH 1 TEST HOLE LOCATION, NUMBER
-W- EXIST. WATER LINE MARKINGS
SEPTIC TANK: 1500 GAL. LEACH AREA
BOTTOM LEACHING AREA: 456.5 SF USE 5 CULTEC CONTACTOR 100'S
WATER SERVICE MUST BE MOVED. EXISTING [(41.5' x 11')) WITH 4' OF STONE ALL AROUND FOR
SERVICE COMES OFF SEA GULL ROAD AND SIDE LEACHING AREA: 52.5 SF A 41'-6" BY 11' LEACH AREA.
CROSSES THROUGH PROPOSED LEACHING, [2(11'+ 41.5') x 0.5' DEEP)] 5' REMOVAL
AS SHOWN. REROUTE TO BE MINIMUM OF DESIGN CAPACITY: 376 GPD
10' OFF PROPOSED LEACHING. [(456.5 SF + 52.5 SF) X .74 GPD/SF] REMOVE SOIL 5' ALL AROUND AND UNDER
LEACHING FOR A 51'-6" BY 21' REMOVAL
NOTE FOR BUILDING INSPECTOR ---DEPTH OF LOT DOWN 40"± TO COARSE SAND.
AT THIS POINT (NORTH CORNER DECK) IS 73.73'.
BENCH MARK --TOP PK NAIL 30% OF 73.73' = 22.11'. NOTE EXISTING DECK
IN ROAD=6.03 NGVD29 PROJECTS BEYOND PROPOSED DECK.
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY COVER OVER SEPTIC TANK TO BE 6" TOTAL.
310 CMR 15.228 (1).
2. VARY COVER OVER LEACH AREA TO BE 8" TOTAL.
310 CMR 15.240 (9).
3. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
310CMR 15.212.
4. NO RESERVE AREA PROVIDED. 310CMR 15.248.
THE LOCUS IS CURRENTLY IN AN R-25
ZONING DISTRICT, AND SUBJECT TO YARDS:
SITE PLAN
FOR
PLAN IS VALID COPY ONLY IF IT BEARS
AN RUSSELL D. & JUNE A. WRIGHT
AN ORIGINAL RED STAMP AND SIGNATURE.
-2.0
LOT 4A, 29 ISLAND ROAD, W. YARMOUTH, MA
AUGUST 28, 1998 SCALE: 1"=200
FROM SEA GULL ROAD 30'caHo cR '7 �- _*i
FROM ISLAND ROAD 30' (30% DEPTH) °� (�; `�t RONALD J. CADILLAC, PLS, RS
SIDE YARD 15' (6') 28 r-7 8
SIDE YARD 15' (6 ' PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
ACTUAL ZONING DETERMINATIONS MUST P.O. BOX 258
BE MADE BY BUILDING INSPECTOR. /O - WEST YARMOUTH, MA 02673
FIGURES IN PARENTHESIS MAY APPLY. HEALTH AGtNT APPROVAL DATE (508) 775-9700
PAGE t OF 1
7.2
17. ' :..k.az:;;::. '$4
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5
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27.3'
1 11
% 6 I
EXISTING J.
I
NOUSE;;
9 63
6.0 1
1
N F
/
A -
as
I
VESQUE
? 29
1.10. t.,N
?`; Top Fnd =9.7 ia: a? �111l1
6.2 box
m 1
O 1
::,Threshold=10.5'7:_ v
i
x
34,7' 6
a�{'�
ti ::.:::.-a::`.; .4
16.8' :�%::.r: a:;;;;:•ss?;:.......
/ 1
1
18.3'
LOT 4A
1� 1
N
•7
1
5.7
t-1) _ 10,570±S.F.
-:6.4
1 1 1
6.3 77.04'
'►-
x16.0 1
S 83'18'30 `N
1 1
6.1
1 l
x 6.5
1 5.3 1 5.2
N/F
N/F
GERIBO
OTEY
LEGEND
- x - EXISTING FENCE
9.5 x 11.0 EXIST. & PROP. ELEV.('X' MARKS POINT)
f-6 EXISTING CONTOUR
PROPOSED CONTOUR
L TREE (IF SHOWN, NOT ALL SHOWN)
0 CONCRETE BOUND FOUND
TH 1 TEST HOLE LOCATION, NUMBER
-W- EXIST. WATER LINE MARKINGS
SEPTIC TANK: 1500 GAL. LEACH AREA
BOTTOM LEACHING AREA: 456.5 SF USE 5 CULTEC CONTACTOR 100'S
WATER SERVICE MUST BE MOVED. EXISTING [(41.5' x 11')) WITH 4' OF STONE ALL AROUND FOR
SERVICE COMES OFF SEA GULL ROAD AND SIDE LEACHING AREA: 52.5 SF A 41'-6" BY 11' LEACH AREA.
CROSSES THROUGH PROPOSED LEACHING, [2(11'+ 41.5') x 0.5' DEEP)] 5' REMOVAL
AS SHOWN. REROUTE TO BE MINIMUM OF DESIGN CAPACITY: 376 GPD
10' OFF PROPOSED LEACHING. [(456.5 SF + 52.5 SF) X .74 GPD/SF] REMOVE SOIL 5' ALL AROUND AND UNDER
LEACHING FOR A 51'-6" BY 21' REMOVAL
NOTE FOR BUILDING INSPECTOR ---DEPTH OF LOT DOWN 40"± TO COARSE SAND.
AT THIS POINT (NORTH CORNER DECK) IS 73.73'.
BENCH MARK --TOP PK NAIL 30% OF 73.73' = 22.11'. NOTE EXISTING DECK
IN ROAD=6.03 NGVD29 PROJECTS BEYOND PROPOSED DECK.
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY COVER OVER SEPTIC TANK TO BE 6" TOTAL.
310 CMR 15.228 (1).
2. VARY COVER OVER LEACH AREA TO BE 8" TOTAL.
310 CMR 15.240 (9).
3. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
310CMR 15.212.
4. NO RESERVE AREA PROVIDED. 310CMR 15.248.
THE LOCUS IS CURRENTLY IN AN R-25
ZONING DISTRICT, AND SUBJECT TO YARDS:
SITE PLAN
FOR
PLAN IS VALID COPY ONLY IF IT BEARS
AN RUSSELL D. & JUNE A. WRIGHT
AN ORIGINAL RED STAMP AND SIGNATURE.
-2.0
LOT 4A, 29 ISLAND ROAD, W. YARMOUTH, MA
AUGUST 28, 1998 SCALE: 1"=200
FROM SEA GULL ROAD 30'caHo cR '7 �- _*i
FROM ISLAND ROAD 30' (30% DEPTH) °� (�; `�t RONALD J. CADILLAC, PLS, RS
SIDE YARD 15' (6') 28 r-7 8
SIDE YARD 15' (6 ' PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
ACTUAL ZONING DETERMINATIONS MUST P.O. BOX 258
BE MADE BY BUILDING INSPECTOR. /O - WEST YARMOUTH, MA 02673
FIGURES IN PARENTHESIS MAY APPLY. HEALTH AGtNT APPROVAL DATE (508) 775-9700
PAGE t OF 1