HomeMy WebLinkAboutEngineered Plan - Rev. 2013WAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
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BENCH MARK. --TOP MAG. NAIL
SET 1N 'BERM = 50:00 ASSIGNED
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CONC. BOUND
FND..& HELD
NO GRADE CHANGES
ARE PROPOSED
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TH 1 x
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48,So,l
3
`so.
53.02±
Top Foundation
4 OPEN SPACE
53.0
BENCH MARK --TOP & CENTER OF
CONC. BOUND= 52.97 ASSIGNED
JOB NO. Y12-31
NOTES Barabe.dwg
1. LOCUS IS A.M. 144, .PARCEL 11.15. F800/00 SBOO/OC
2. ELEVATIONS SHOWN ARE ASSIGNED.
3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
4. ALL PIPES TO BE 4" -SCH 40, AND PITCHED -AT 1/4" 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 TO 6" BELOW GRADE --1 ON D -BOX, 2 ON LEACHING
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 CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN. LEACH. AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. -
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS:
TEST HOLE DATE: November 7, 2012
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED .BY: Philip Renaud,: Inspector
PER,C RATE: G2'-00"/inch (C layer)
SOIL SURVEY(19Q-iV Carver coarse sand . 30"
Invert 50.77± GEOLOGIC MAP(1986): Harwich outwash plain deposits
U
48
NOT TO
SCALE
LOCATION MAP
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
O 49.6
A/E layer 10yr 4/2
7„ loamy sand 49.0
B layer 10yr 5/8
loamy fine sand
C layer 2.5y 6/6
fine sand
(5% gravel)
C2 layer 2.5y 7/3
medium sand
no water
Existing
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W
WATER .LINE LOCATION FROM AS -BUILT
E
OVERHEAD 'ELECTRIC WIRES (IF SHOWN)
-- G -
GAS LINE MARKINGS
x 9.5 x 8,7
EXISTING .& PROPOSED ELEVATIONS (Y. MARKS .POINT)
--
EXISTING CONTOUR
8-
PROPOSED CONTOUR
0
UTILITY POLE (IF ` SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x
FENCE :(IF SHOWN, :NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV 3/11/13 --LEACHING
Invert 50.48
53.02±
Top Foundation
4 OPEN SPACE
53.0
BENCH MARK --TOP & CENTER OF
CONC. BOUND= 52.97 ASSIGNED
JOB NO. Y12-31
NOTES Barabe.dwg
1. LOCUS IS A.M. 144, .PARCEL 11.15. F800/00 SBOO/OC
2. ELEVATIONS SHOWN ARE ASSIGNED.
3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
4. ALL PIPES TO BE 4" -SCH 40, AND PITCHED -AT 1/4" 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 TO 6" BELOW GRADE --1 ON D -BOX, 2 ON LEACHING
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 CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN. LEACH. AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. -
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS:
TEST HOLE DATE: November 7, 2012
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED .BY: Philip Renaud,: Inspector
PER,C RATE: G2'-00"/inch (C layer)
SOIL SURVEY(19Q-iV Carver coarse sand . 30"
Invert 50.77± GEOLOGIC MAP(1986): Harwich outwash plain deposits
U
48
NOT TO
SCALE
LOCATION MAP
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
O 49.6
A/E layer 10yr 4/2
7„ loamy sand 49.0
B layer 10yr 5/8
loamy fine sand
C layer 2.5y 6/6
fine sand
(5% gravel)
C2 layer 2.5y 7/3
medium sand
no water
Existing
3
Invert 50.32
No
REQUIRED CAPACITY:
330 GPD
Use Gas Baffle
2 DRY WELLS
BOTTOM LEACHING AREA:
319 SF
ExistingInvert 49.87
Top Conc.=50:6
S=1/8
160 SF
Proposed
Top Peas#one=50.2
DESIGN CAPACITY:
354 GPD
[(479 SF) X .74 GPD/SF]
S=1/8"/ft
Existing
, „/
min. S 8 ft-
Invert 50.48
1000 Gal.
ml
--
Existing
Septic Tank
2433
------
----
6" Stone or Compact
Invert 50.04 Invert -49.80
Proposed .Proposed �
47.8
9.2' Bottom
l 1 N 1 6, 1.
27
I1 --6,--a
Bottom TH1=38.6
m
DESIGN
DATA
BEDROOMS:
3
GARBAGE GRINDER: _
No
REQUIRED CAPACITY:
330 GPD
EXISTING SEPTIC TANK:
1000 GAL.
BOTTOM LEACHING AREA:
319 SF
[(29' .X 11')]
SIDE LEACHING AREA:
160 SF
[(29'+ 11' X 2') X 2' DEEP)]
DESIGN CAPACITY:
354 GPD
[(479 SF) X .74 GPD/SF]
132"
- - - ----LEACH -AREA -
USE 2 DRY WELLS SET 4' APART WITH APPROX.
3' OF STONE ON THE SIDES AND 4' OF STONE
CON THE ENDS FOR A 29' X 11' X 2' DEEP
LEACH AREA.
47.1
42.1
38.6
Permit val'd for REPAIR OF SEPTIC SYSj, >1
ONLY, due to"S,tate and Loral septic variant
Board O 41f Alth Ncrview and approval.requirer) I r
ahy future add itions/renoaIionsia It era tions n
selvage facilities and/or structuresld�tielling.
Yarmouthhlieatth `I)�epartm
APP RO V EI)ent
GONG_ BOUND MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
FN D. & HELD 1. PROPOSED LEACH AREA IS UP TO 3.4' BELOW GRADE. 310CMR 15.221(7drf5.
2. VARY LEACHING TO LOT LINE BY UP TO 5'. (5' MIN./ PROVIDED) 310 CM1.
3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248.
SITE PLAN
FOR
Date '
I-10 13 2013
I-�' �I I✓9 DEPI.
THIS . PLAN 1S A VALID . COPY _ONLY 11- 11 BEARS
,E D0R0TH 1 BARABE & STEVEN MUULM r\ I
.HEALTH AGENT APPROVAL
LOT 19 9 PLYMOUTH RD, YARMOUTHPORT, MA
.DECEMBER 10, 2012 SCALE: 1'.'= 20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE @2012 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1