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BENCH MARK--S.W. CORNER OF
CONIC. BULKHEAD=22.09 ASSIGNED
(AT WHITE PAINT MARK)
JOG DECK IN AN INCH —
ON THIS SIDE OF HOUSE
BENCH MARK --TOP MAG. NAIL
SET IN PAVEMENT=20.00 ASSIGNED
(LOCATED 24'-9' OFF CENTER HYDRANT)
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PALERMO
OFFSETS TO SHEDS NOT SHOWN
AS THEY MIGHT HAVE BEEN
MOVED WHEN SEPTIC WAS INSTALLED
EXISTING SEPTIC SYSTEM
PER 03-310 ASBUILT
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LEGEND
-e} HB 1 HAND BORING LOCATION, NUMBER
_W WATER LINE MARKINGS
—G GAS LINE MARKINGS
9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
—$— PROPOSED CONTOUR
x — FENCE (IF SHOWN, NOT ALL SHOWN)
0, TREE (IF SHOWN, NOT ALL SHOWN)
REV. 10/11/05 --PROPOSED ADDITION & OFFSETS TO LOT LINES
REV. 5/23/03 --PROPOSED SUN ROOMS
67T
20.9
N/F
xSz14 MOORHEAD k
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
TEST HOLE DATE: October 30, 2002 4"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO 13"
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand 30"
OLOGIC MAP(1986): Harwich outwash plain deposits
d
sD"a
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
101Ill0j
HEALTH AGENT APPROVAL - DATE
123"
�-` 128"
Fill
A layer 10yr 3 2
sandy loam
B layer 10yr 5/6
loamy sand
C layer 2.5y 6/6
coarse sand
observed water
V
11
u
SITE PLAN
FOR
FRANK M. & CAROL A. PELLEGRINO
LOT 129 17 & 19 LORENA ROAD, WEST YARMOUTH, MA
MARCH 7, 2003 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2003 BY R.J. CADILLAC
PAGE 1 OF 1
JOB NO. Y02-44
NOTES
Pellegrino2.dwg
Lewis
1.
LOCUS IS A.M. 17, PARCEL 36.
Boy
2.
ELEVATIONS SHOWN ARE ASSIGNED.
R
Loren d e
3.
LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992.
o Rd
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
Q
ti
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
S
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
0
8.
IF TWO OR MORE LINES, WATER TEST D—BOX FOR EQUAL FLOW
08
Heritage Dr.
D—BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT TO
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
SCALE
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
LOCATION MAF
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
HAND BORING 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
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches) ' ELEV.(f
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
TEST HOLE DATE: October 30, 2002 4"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO 13"
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand 30"
OLOGIC MAP(1986): Harwich outwash plain deposits
d
sD"a
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
101Ill0j
HEALTH AGENT APPROVAL - DATE
123"
�-` 128"
Fill
A layer 10yr 3 2
sandy loam
B layer 10yr 5/6
loamy sand
C layer 2.5y 6/6
coarse sand
observed water
V
11
u
SITE PLAN
FOR
FRANK M. & CAROL A. PELLEGRINO
LOT 129 17 & 19 LORENA ROAD, WEST YARMOUTH, MA
MARCH 7, 2003 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2003 BY R.J. CADILLAC
PAGE 1 OF 1