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HARVEY
SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPL
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NOTES Contella.dwg _
1. LOCUS 1S A.M. 22, PARCEL 132. Folder 5614/74
2. ELEVATIONS SHOWN ARE ASSIGNED.
3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014.
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.
1COMPONENTS 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: September 3, 2020
PERFORMED BY- Ron Cadillac, Soil Evaluator
NO GRADE CHANGES WITNESSED BY: Mallory Langler, RS
ARE PROPOSED PERC RATE: t2'-00"/inch (B layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
12 ADS ARC 36HC
Invert 30.20
Invert 30.69 / CHAMBERS
NOT TO
SCALE
LOCATION MAP
TEST HOLE 1
DEPTH (inches) ELEV.(feei
0 31.4
A layer tOyr 4/3
loamy sand
6" 30:9
B layer 10yr 6/8
`m loamy sand
24 29.4
C1 layer 10yr 6/7
loamy medium
fine sand
End Exist. C.I. Pipe Proposed
H-10 Use Gas Baffle Top Units=29.93
S=1"/ft 9" min. cover Invert 29.50 0 Filter Cloth /
Proposed S=1 /2"/ft Proposed - t r'�. 3" Max. d
1500 Gal. r - Inspection Port
Invert 30.45 T _A
t Septic Tank __---__ no water
Proposed Invert 29.67
- Proposed _ 10.75" 132"
t ✓ 2&600
6" Stone or compact Invert 29.508 2' Bottom Level
` 29.24 t 1 Proposed Propos i t
30.0 3 -1 j- 14 --j -01 Bottom TH1=20.4
31.82 t I I t t t I -
DESIGN DATA `° LEACH AREA
BEDROOMS: 3 USE 12 ADS ARC 36HC CHAMBERS IN
GARBAGE GRINDER: __ No - -- ---TWO- TIZENC-HES; -EACH 30' -fit -34:5". X
REQUIRED CAPACITY: 330 GPD 10.75" DEEP, AS SHOWN.
PROPOSED SEPTIC TANK: 1500 GAL.
EFFECTIVE LEACHING AREA: 467.4 SF
7.79 ITS X X .95UNIT=38.95 7 4 UNIT --
12 UNITS X 38.95 SF/UNIT-4574 LVRM HBDRMBDRM
DESIGN CAPACITY: 345 GPD
[(467.4 SF) X .74 GPD/SF]
GAR
KIT. rBATHTBDRM
, FAMRPit ,
x 3
DURING COVIDI9 CALL
3a2s RJ. CADILLAC FOR INSPECTION
BENCH MARK --TOP CENTER OF
CONC. BOUND = 32.25 ASSIGNED
TH 1
LEGEND
TEST HOLE LOCATION, NUMBER
-W-
WATER LINE MARKINGS
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
--- -
GAS LINE MARKINGS
x87
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
-6
EXISTING CONTOUR
_._-s---
PROPOSED CONTOUR
y
UTILITY POLE (IF SHOWN)
EXISTING DRAINAGE CATCH BASIN
- -
FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
ya month Health D P ''anent
EXISTING FLOOR PLAN
NOT TO SCALE
SITE PLAN
FOR
CANTELLA PROPERTY
REE(�[Rovv LID
SEP 2 8 2020
HEALTH DEPT.
LOT 11, 7 CUTTER LANE, W. YARMOUTH, MA
SEPTEMBER 24, 2020 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
02020 BY R.J. CADILLAC(508) 775-9700 PAGE 1 OF 1