HomeMy WebLinkAboutEngineered Plan - 1999MAXIMM1
ONELIAr CE APER IQ
Rle 28�..._.�...�
CAUTION: THIS IS A SITE PLAN
SURVEY, AND NOT A PROPERTY
1.
LOCUS IS A.M. 2-9, PARCEL 134.
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LINE SURVEY BY THIS OFFICE.
1.
VARY LEACH AREA TO (PROPERTY LINE BY 4 1/2 (5 1/2 PROVIDED).
2.
ELEVATIONS SHOWN ARE NGVD29.
a
LOT LINES SHOWN ARE APPROX-
2.
VARY LEACH AREA, TO FOUNDATION BY 6' (14' PROVIDED).
3.
PROPOSED CONSTRUCTION IS ALL IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992.
�
�
(MATE, AS CONFLICT WAS FOUND
3.
'
(PROPOSED LEACHING 10 OFF CRAWL SPACE.
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1 4 PER FOOT, UNLESS NOTED)
/ �� (
�
BETWEEN RECORD BOUNDS.
4.
(PROPOSED LEACHING 7'-10" OFF BULKHEAD.
5.
MUNICIPAL WATER IS AVAILABLE, LOTS WITHIN 100' ARE ON TOWN WATER.
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ALL ABOVE ARE 310 CMR 15.211 (1).
6.
COMPONENTS TO BE AASHTO H--10, UNLESS NOTED.
„,
Sogamore Rd.
5.
VARY SEPARATION TO HIGH GROUNDWATER BY �' (4' PROVIDED)..
7.
OUTLET TEE DOWN 14".
INLET TEE TO PROJECT DOWN 138.
Q
IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
Pilgrim Rd.
310CUR 15.212.
D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
NOT TO
6.
NO RESERVE AREA COULD BE PROVIDED. 310CMR 15.248.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
SCALE
7.
VARY 5' AROUND REMOVAL TO BE 4' ON EAST AND NORTH SIDES,
BUILD UP COVERS TO WITHIN 1' OF GRADE, MORTOR CHIMNEYS IN PLACE.
310CMR 15.255 (5).
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
LOiA-I-�®�I
M AP
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN, 1/8 TO 1/2"' PEASTONE ON TOP.
N/F
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG AIRE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
BiO�AAI
�'``��
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).
BENCH MARK --TOP WOOD STAKE
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE
IN
SET FLUSH = 12.07 NGVD29
14
LEACH .AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
ALL r INSTRUCTION TO MEET TITLE 5 AND LOCAL 02E71111 ATIONS
DEPTH (inches)
ELEV.(feet)
0
11.5 TEST HOLE DATE: Dec. 12, 1998 8„
�F REPLUMB SEWER LINE B, AS PERFORMED BY: Ron Cadillac, Soil Evaluator
'`I X 10.8 11 8 �,, /F0 SHOWN, SO THAT CENTER OF 13.98 WITNESSED BY: AT1y L. Von Hone, IRS
WALSH �� NEW 4" LINE IS 3'-9" BELOW PERC RATE: C2 -00"/inch (C layer) 24„
E
UND.
12.1 GALLAGHER TOP FOUNDATIONN. SOIL SURVEY(1993): Carver coarse sand
=10.4.E GEOLOGIC MAP(1986): Harwich outwash plain deposits
11.3 .8 13.6 =I0.02 11
x 11.6 11.2 �'� 6' ing 0 foundation Invest 9.57 69„�54"
BENCH MARK --TOP NAIL IN x X 1 QC�. x 14.3 osed--Replumb Usk Gas Baffle
PAVEMENT = 10.52 NGVD29 Invert 9.31 4 CONTACTOR 180'S
qQ 2.. 3 -<0_ - Proposed 108"
1 "/ft provide 9" cover 9.7
>::... S=1 8" f t
"f / % TOP PEA STONE
/ 1 c�� ''•: ti 4 S= 1 /8
„ ft 13z"
`° J� e " `•; 8 ` `o Invert 9,82
e :' CIF 1500 Gal.
/ Pr osed 156"
13.7
11.7
9.2
4.7
2.7
15.2 HURLEYI k.24
�O �G'...:. r '.;J Invert 9.20
11 I Invert 9.�18
CAUTION: REMOVAL PROPOSED I " 4.0'
y o :;:; ''� Use 6 Stone under Pro osed I 7.2
10. .. r `:;. f:?;: , P Proposed
4 `:.'::::.: 14.8 DOWN 9.. NEIGHBORS SHED I I I I I 3' I Bottom�a:' IS JUST OVER 3' AWAY. �_ 9' ----
\ SHORING RECOMMENDED NEXT r04-00
5 Adjustment provided
' to saltmarsh
\ TO SHED. (IF SOIL IS LOOSE \ ..1 �(g� AND UNSTABLE' YOU CAN RE- DESIGN DATA Observed, Water=2.7 NGVD29
10.5 12.8 [DUCE REMOVAL TO 2' NEAR
�✓ \ S0 / \ 13'7 SHED IF AGENT ALLOWS.) BEDROOMS: 3 LEACH AREA
O' / 13.GARBAGE GRINDER: No
E-2
\ �� X 13.4 / x 13.7 REQUIRED- CAPACITY: .,-U.S-LEACH-AREA', EACH- BEING----- - - -
\ // Q� // SEPTIC TANK: 1500 GAL, 9' WIDE AND 16' LONG AND 2' DEEP.
\\ / // N/F BOTTOM LEACHING AREA: 288 SF USE 2 CULTEC 180'S WITH 3' STONE
ON SIDES, APPROX. 1' ON ENDS,. AND
\ 1 CALLAHAN [2(16' x 9')] .10" STONE UNDER.
INSTALL 6q' LONG AND 4' DEEP SIDE LEACHING AREA: 164 SF
13.3 40 MIL IMPERVIOUS BARRIER BE- [82' PERIMETER X 2' DEEP)] REMOVAL
I( \ PROPOSED TW'EEN SYSTEM AND FOUNDATION, DESIGN CAPACITY: 334 GPD DO 4' ALL AROUND REMOVAL ON NORTH
11.6 DRIVEWAY AS SHOWN. TOP BARRIER=9.7' [(288 SF + 164 SF) X .74 GPD/SF]
AND WEST SIDES OF LEACH, 00 5, RE-
MOVAL ON SOUTH AND WEST SIDES OF
DIG. SOIL LOG CALLS FOR REMOVAL
DOWN 9 FEET± TO MEDIUM SAND.
SEE CAUTION NOTE.
A layer 10yr 3/4
sandy loam
B layer 10yr 5/6
sandy loom
C1 layer 2.5y 6/6
medium sand
(15% grovel)
C2 layer 2.5y 5/4
silt loom
C3 layer
medium sand
o�servec�'wal:er
JUM 0 3 ISSS
SITE PLAN HEALTH DEPT.
FQR
THIS PLAIN IS A VALID .COPY ONLY IF IT BEARS CATHERINE E. CROMMIE
AN ORIGINAL RED STAMP AND SIGNATURE. ROBERTJ.
FAQ' C^`;LOOT /1, 2 SA�AMOR� RQAD, W. TARMOU IN, MA
��\�d OFaggss� ��N Oc"q�"sic
Tri 1 TEST HOSE LOCATION, NUMBER o�� Rary SD RONALD
�, �� 'JAMES N APRIL 21 1999 SCALE-. 1" =20$
W WATER LINE MARKINGS < L �� > DILLAC
CA 11_LA a 9 co
G GAS LINE MARKINGS (IF SHOWN)
----OE OVERHEAD ELECTRIC WIRES (IF SHOWN)
X 9.5 .11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) NITAR RQI�ALD J. ADIILLAC, PLS, RS
�--6- EXISTING CONTOUR Uz I q 5
g----- PROPOSED CONTOUR PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
� UTILITY POLE (IF SHOWN)
P.O. BOX 258
' TREE (IF SHOWN,' NOT ALL SHOWN) WEST
YARMOUTH > MA 02673
O EXISTING SEPTIC COVER EAL AGENT APPROVAL A► (508) 775•--9700
x - FENCE (IF SHOWN, NOT ALL SHOWN) REV. 6/2/99--IMPERVIOUS BARRIER Ic1999 BY R.J. CADILLAC (PAGE 1 OF 1