HomeMy WebLinkAboutEngineered Plan - 20020
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MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
N
r 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 5' (5' PROVIDED).
310 CMR 15.211 (1).
In
2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
0 310 CMR 15.212.
�,,n nf\IRURY
STREET
F 20
.-0' --K%9 96
/20..92
2083 '1.5
I v
21.15 0
21,9 21,4
21.32
21.41 21.13
rn
L21.4
I Z 21.6 ' -G
I 0 to
.P w '
-- -
I I _
4.
N/F ----� 21,4= H- 1
TOOMEY 0 21.56 21T4-
21.2
SHED
BENCH MARK --TOP & CENTER OF
WOOD STAKE= 21.56 ASSIGNED
(37'=9" OFF REAR HOUSE CORNER)
N /F
INGRAM
BENCH MARK--S.W. CORNER OF
BOTTOM STEP = 21.78 ASSIGNED
TH 1
-W-
-E-
-6- G
x 9.5 x $,7
B
x -
0
LEGEND
20,
20.33 21.3
.89 N 8211'2
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
TEST HOLE DATE: September 4, 2002 3"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY- Amy Von Hone RS CHO 9"
*RUN SCH 40 BACK TO CAST IRONPERC
NOTES
Balmer.dwg
Z$
NO GRADE CHANGES 23.31±
SOIL SURVEY(1993):
Carver coarse sand
RAE Wipow St.
1.
LOCUS IS A.M. 34, PARCEL 143.
Harwich outwash plain deposits
2.
ELEVATIONS SHOWN ARE ASSIGNED.
5 HIGH CAPACITY INFILTRATORS
fl
3.
LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992.
NOT TO
SCALE
'--
-a
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.
Evergreen St.
n
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
-_
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
Danbury St.
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
rd$`
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
LOCA -TION MAP
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
TEST HOLE 1
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
DEPTH (inches) ELEV.(feet)
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
TEST HOLE DATE: September 4, 2002 3"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY- Amy Von Hone RS CHO 9"
*RUN SCH 40 BACK TO CAST IRONPERC
RATE:
<2'-00"/inch (C layer)
NO GRADE CHANGES 23.31±
SOIL SURVEY(1993):
Carver coarse sand
37„
ARE PROPOSEDGEOLOGIC
Top of
MAP(1986):
Harwich outwash plain deposits
:FoundationIn
Invert 19.02
5 HIGH CAPACITY INFILTRATORS
fl
19.85±
Existing Or
Use Gas Baffle
Proposed
Invert 18.45
P d
100 LOT 245 x 21.1 S=varies* 9" min. cover ropose 19.0
x 21 5 "
21.5 x 210S=3/8 /TL TOP PEA STONE
9 4 0 0± S. F. Proposed
I Invert 19.27 1500 Gal. - � 112"
3 I I Existing
10 1 /4" "
20.1
O layer 7.5yr 3/3
E layer 10yr 5/2
loamy sand
B layer 10yr 6/8
loamy sand
17.0
C layer 2.5y 6/4
medium sand
observedwater 10.8
22,23 21,5 I I 120 10.1
2 6- 4 I I ,+ Invert 18.62
Invert 18.45 17'6
.... 22,1 I 6 Stone or com act Proposed I 4 Bottom
1.40 .......:.::..:::::..::. I I P I P Proposed
N 20,4 :... 9 9' 1' I 14' I I tV I 0' EI. 13.6
1 TING 21,4 s r fi -I r-- ,
EXIS SA m 2.8 USGS Adjustment
HOUSE N0.53 p CD Using MASH29-Sept. 02
�. o `� DESIGN DATA Zane A
basement Observed Water=10.8
rn
BEDROOMS: 3
•:::.. � 21.7
2- --- - -GARBAGE GRINDER:_N F
L-EACM--AREA
Q0 L 9 REQUIRED CAPACITY: 330 GPD -
- 21.35 '3 .,>,
'1.8 .,>,20.1 WORKMAN SEPTIC TANK: 1500 GAL. USE 5 HIGH CAPACITY INFILTRATORS
_�-- BOTTOM LEACHING AREA: 381.8 SF WITH 4' STONE ON SIDES AND 2' ON
1.2 - ::= :::: 0[(35.25' X 10.83')] ENDS FORA 35'-3" BY 10'-10" BY
SIDE LEACHING AREA: 78.3 SF 10 1/4" DEEP LEACH AREA.
4 - _ ' [2(10.83'+ 35.25') X 0.85' DEEP)]
x 21.0'V F x TH 1 x 19.9 5 REMOVAL
- Rc�FRVE
20.5 �. - DESIGN CAPACITY: 340 GPD
Y=� [(381.8 SF + 78.3 SF) X .74 GPD/SF] DO 5' REMOVAL DOWN 37"± TO
_ MEDIUM SAND.
fence_ _ ,. ,
100' 4 =
S 82�►i'20" w N /F
ROBINSON
N /F
THOMAS
TEST HOLE LOCATION, NUMBER
WATER LINE MARKINGS
OVERHEAD ELECTRIC WIRES (IF SHOWN)
GAS LINE MARKINGS
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
**DISTANCE TO SHINGLES AND CORNERBOARD. iNSIDE
FACE OF FOUNDATION OVER 20' TO LERACHING.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
EXISTING DRAINAGE CATCH BASIN
FENCE (IF SHOWN, NOT ALL SHOWN) / G 2 --
TREE (IF SHOWN, NOT ALL SHOWN) /HEALfH AGENT APPROVAL DATE
REV. 10/28/02 --MOVE LEACHING TO SAVE TREE -
SITE PLAN
FOR
RECFFDM[4LID
0 C T 3 0 2002
HEALTH DEPT.
MARGARET BALMER LIFE ESTATE
LOT 2459 53 DANBURY STREET, S0. YARMOUTH, MA
OCTOBER 25, 2002 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775--9700
2002 BY R.J. CADILLAC
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