HomeMy WebLinkAboutEngineered Plan - 1996Ln
0)
6
a -
LO
L.6
d
N/F HUNT
19.5
19. 20,2
19.4
19.7
0.6
�0. 7
20.6 X 21.1
1<11
./-_. LOT 2
'0. 3 *11.
5
01 21.2
---0.3
20.8 z .1
11 20.3
2 20.8 19.9
V 1\
X \I 9. 204 2
197 20 4 20.3 a\\
FALANGA A 19.7
P 20,) 20.1
0 -K
L'� 0 1 44 420.2/
t*fti 9. 9 202 42
\00 _1F1 .9 19.8
19 19.9 E
B.M.--TOP WOOD @ CORNER
BULKHEAD = 21.27 ASSIGNED
N/F PYNN
19.9
N/F LEMELIN
LEGEND
x
EXISTING FENCE LINE (IF SHOWN)
* H9 1
HAND BORING LOCATION, NUMBER
W-
WATER LINE MARKINGS
NOT TO
G-
GAS LINE MARKINGS (IF SHOWN)
SCALE
OE-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
9.5 .11.0
EXISTING & PROPOSED ELEVATIONS ('X'
MARKS POINT)
,,--6---
EXISTING CONTOUR
8,
PROPOSED CONTOUR
Co.)
UTILITY POLE (IF SHOWN)
ucV is
I_1U_
0
OVERHEAD UTILITIES (IF SHOWN)
Rd.
tLa
TREE (IF SHOWN, NOT ALL SHOWN)
3
(D
EXISTING SEPTIC COVER
LOCATION MAP
N/F LEMELIN
IS . TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
13. PUMP AND FILL ANY EXISTING CESSPOOLS.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS, DEPTH (inches)
0
TEST HOLE DATE: May 9, 1996 12'
PERFORMED BY: Ron Cadillac, Soil Evaluator
BENCH MARK --TOP PK NAIL IN WITNESSED BY: Peter L. Bryanton, Inspector 301,
PAVEMENT = 20,00 ASSIGNED PERC RATE- Class 11 Soil, 6'-13"/inch I C3 layer)
layers C1 to C5 < 7/min . �inch) 48"
TIE INTO EXISTING SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
PVC PIPE Invert 18.25 72"
Use Gas Baffle Invert 17.76 77" & I
provide 9" cover/� Proposed 18"0 84"
- j_ TOP PEA STONE
1500
114"
500 Gal. T
ELEV.(feet)
A layer 10yr 3/2
/Ulu
sandy loom
B layer 10yr 5/8
loamy sand
C1 layer 10yr 6/8
loomy sond
C2 layer 10yr 6/6
med, sand & stone
C3 layer 10yr 6/4
fine sand loam
C4 layer 10yr 6/3
medium sand
C5 layer 10yr 6/2
fine sandy loom
17.5
16.0
14.0
13.0
10.5
123 975
NQIE.
1.
LOCUS IS A.M. 42, PARCEL N2.
2.
ELEVATIONS SHOWN ARE ASSIGNED.
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.
NOT TO
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
SCALE
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
Proposed 5.7'
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.
ucV is
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3, OR VENTING MUST BE PROVIDED.
Rd.
BUILD UP COVERS TO WITHIN 1' OF GRADE, MORTOR CHIMNEYS IN PLACE.
3
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
LOCATION MAP
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2- WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP,
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
LEACH AREA
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
1500 GAL,
12
ALL FILI MATERIAL FOR 5' AROUND AND UNDER LEACHING, IF NEEDED,
TEST HOLE 1
IS . TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
13. PUMP AND FILL ANY EXISTING CESSPOOLS.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS, DEPTH (inches)
0
TEST HOLE DATE: May 9, 1996 12'
PERFORMED BY: Ron Cadillac, Soil Evaluator
BENCH MARK --TOP PK NAIL IN WITNESSED BY: Peter L. Bryanton, Inspector 301,
PAVEMENT = 20,00 ASSIGNED PERC RATE- Class 11 Soil, 6'-13"/inch I C3 layer)
layers C1 to C5 < 7/min . �inch) 48"
TIE INTO EXISTING SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
PVC PIPE Invert 18.25 72"
Use Gas Baffle Invert 17.76 77" & I
provide 9" cover/� Proposed 18"0 84"
- j_ TOP PEA STONE
1500
114"
500 Gal. T
ELEV.(feet)
A layer 10yr 3/2
/Ulu
sandy loom
B layer 10yr 5/8
loamy sand
C1 layer 10yr 6/8
loomy sond
C2 layer 10yr 6/6
med, sand & stone
C3 layer 10yr 6/4
fine sand loam
C4 layer 10yr 6/3
medium sand
C5 layer 10yr 6/2
fine sandy loom
17.5
16.0
14.0
13.0
10.5
123 975
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
i -A -A � A s. �
11-9 ILE' C ILE D 11 -LE -1
[0f,X 2 8
SITE PLAN_,HEALTH DEPT.
FOR
DENNIS SHUYLER
LOT 2, 7 MEADOWBROOK ROAD, YARMOUTH, MA
MAY 23, 1996 SCALE.- 1 "-20'
RONALD J. CADILLAC, PLS* RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700 PAGE 1 OF 1
24" no water
Invert 18.50
existing pvc pipe
Invert 17,93
Invert 17.68
Use 6" Stone under
Proposed
Proposed 5.7'
bottom HB 1 =9.75
DESIGN DATA
BEDROOMS:
3
GARBAGE GRINDER:
No
REQUIRED CAPACITY.
330 GPD
LEACH AREA
SEPTIC TANK:
1500 GAL,
BOTTOM LEACHING AREA:
280 SF
USE 2 --STONE LEACHING TRENCHES
[2(35' X 4')]
EACH 35' LONG BY 4' WIDE BY 2' DEEP.
SIDE LEACHING AREA:
312 SF-',
USE 33OF PERFORATED PIPE PITCHED @
[2(787perimeter) X 2' DEEP)]
1/16" PER FOOT. CAP ENDS.
DESIGN CAPACITY:
355 GPD
[(280 SF + 312 SF) X .60 GP/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
i -A -A � A s. �
11-9 ILE' C ILE D 11 -LE -1
[0f,X 2 8
SITE PLAN_,HEALTH DEPT.
FOR
DENNIS SHUYLER
LOT 2, 7 MEADOWBROOK ROAD, YARMOUTH, MA
MAY 23, 1996 SCALE.- 1 "-20'
RONALD J. CADILLAC, PLS* RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700 PAGE 1 OF 1