HomeMy WebLinkAboutEngineered Plan - 2002j 39.33
I
I 8� 40,
I
I40.0 40.2
I m
I x 40,8
0, 4
I 41.2
e0.2
a 40.6
;r
a o
9,
CONSTRUCTION NOTE:
ONLY ONE CESSPOOL WAS FOUND.
RUN ALL PLUMBING FIXTURES AND
AND CHECK FOR OTHER CESSPOOLS.
TIE IN IF FOUND. TANK MAY BE
MOVED. DON'T MOVE LEACH AREA.
N /F
MERE
EXISTING HOUSE NO. 10
39.0
x 40.9 764.00.
Plan
-x 41'1
40.7 PARCEL A
.......:.::.:...
x 39.2
22, 000± S. F.
x D.74 EXISTING HOUSE.:.::::.........
NO. 8
Z
crawl space Space
..... �•::........
F'
CAUTION: THIS ISA SITE F
SURVEY, AND NOT A PROP
LINE SURVEY BY THIS OFFI
LOT LINES SHOWN ARE
APPROXIMATE.
'1
SLIGHT GRADE CHANGES
ARE PROPOSED
SHEQ' x 37.9
379
07.5
x 37.2
G 30'w _ TH 1
8
40 p 40.6 40,8 37,0 7,3
8.3
40,7 39.4 I Cb '
9,8\0 x 7.d L-'
e � � 1
\ 38,9 s, I vWi
31
DIRT PARKING \ Lg,9 x 37,1
x 38,6 '
39. 40.0
`9e 39.5 \\�� "7• -X-37
of P
1775, x 8.6 37,4 J
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
TEST HOLE DATE: February 20, 2002 16"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver loamy coarse sand 46"
GEOLOGIC MAP(1986): Cape Cod Bay lake deposits
U
L
JOB N0. Y02-01
01
TEST HOLE LOCATION, NUMBER
W
NOTES
NOT TO o.
OVERHEAD ELECTRIC WIRES (IF SHOWN)
.
Coulstring.dwg
SCALE 0
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
1.
LOCUS IS A.M. 124, PARCEL 55.
G
Proposed
2.
ELEVATIONS SHOWN ARE ASSIGNED.
CiiB./D.H. FND
Invert 35.80
I 1500 Gal.
Proposed
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
UN
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
I
I I
,
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
Rte 6A
Invert 33.70 Invert 33.40 31.4
Proposed I 5.2 Bottom
Proposed
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
r--29, I
Irv_I_2_I
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
I
G
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
a
CD
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
o
N
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
3
LEACH AREA
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
330 GPD
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
MAP
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
532.4 SF
SET BETWEEN DRY WELLS AND 4' OF
Q N /F
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
STONE AROUND FOR A 41'-6" X
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HOLE
1
B RGSTROM
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
1
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
DEPTH
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
(inches)
ELEV.(feet)
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
TEST HOLE DATE: February 20, 2002 16"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver loamy coarse sand 46"
GEOLOGIC MAP(1986): Cape Cod Bay lake deposits
U
L
C.B./D.H. FND
Held for line
BENCH MARK--S.E. CORNER OF W \
BOTTOM STEP = 39.85 ASSIGNED 38.4
O
Of Way
37,yi
39.0
N /F EWENCH MARK --TOP & CENTER OF
LEEMILT'S PETROLEUM, INC. STAKE= 37.31 ASSIGNED
Invert 36.67±
Invert 35.55
TEST HOLE LOCATION, NUMBER
W
Exist. clay pipe
60„0
Use Gas Baffle 3 DRY WELLS
OVERHEAD ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
Invert 33.53
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
S=7/8"/ft 9" min. cover
Proposed
34.2=Top of Conc.
$---
Proposed
S=3/4"/ft
33.9=Top Peastone
CiiB./D.H. FND
Invert 35.80
I 1500 Gal.
Proposed
S=1/8"/ft min.
Held for corner
I I
_ _ _ _ -� „
24
I
I I
,
132"
�
J. CADILLAC, PLS, RS
6" Stone or compact
Invert 33.70 Invert 33.40 31.4
Proposed I 5.2 Bottom
Proposed
PROFESSIONAL LAND
10-L--12 I
r 'I ��
r--29, I
Irv_I_2_I
I
I rn I 13' Bottom TH1=26.2
o
U : 7.1
DESIGN DATA
CD
BEDROOMS:
5
GARBAGE GRINDER:
No
LEACH AREA
REQUIRED CAPACITY:
330 GPD
SEPTIC TANK:
1500 GAL-.
USE 3 DRY WELLS WITH 4' OF STONE
"'
BOTTOM LEACHING AREA:
532.4 SF
SET BETWEEN DRY WELLS AND 4' OF
Q N /F
[(41.5' X 12.83')]
STONE AROUND FOR A 41'-6" X
SIDE LEACHING AREA:
217.3 SF
"ALL
12 -10 X 2 DEEP LEACH AREA.
B RGSTROM
[2(12.83 + 41.5') X 2' DEEP)]
1
^d
DESIGN CAPACITY:
554 GPD
[(532.4 SF + 217.3 SF) X .74 GPD/SF]
C.B./D.H. FND
Held for line
BENCH MARK--S.E. CORNER OF W \
BOTTOM STEP = 39.85 ASSIGNED 38.4
O
Of Way
37,yi
39.0
N /F EWENCH MARK --TOP & CENTER OF
LEEMILT'S PETROLEUM, INC. STAKE= 37.31 ASSIGNED
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AN SIGNATURE.
_ �V.�N OF Mgs09c _�'�N OFA SS9C
��°✓ RONALD yGs°� RONALD ycm
o JAMES I o J ME `�',
CA It LF " CE IL
# 7. �
FGISTER� ( Ess O
AQ
SNF
All �ti0 SUR\ Ey0
! TREE (IF SHOWN, NOT ALL SHOWN) HOLTH AGENT APPROVAL
C layer 2.5y 5/6 I
medium sand
37.2
33.4
26.2
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
x 9.5 x 8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
8 OLD CHURCH
EXISTING CONTOUR
$---
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x-
FENCE (IF SHOWN, NOT ALL SHOWN)
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AN SIGNATURE.
_ �V.�N OF Mgs09c _�'�N OFA SS9C
��°✓ RONALD yGs°� RONALD ycm
o JAMES I o J ME `�',
CA It LF " CE IL
# 7. �
FGISTER� ( Ess O
AQ
SNF
All �ti0 SUR\ Ey0
! TREE (IF SHOWN, NOT ALL SHOWN) HOLTH AGENT APPROVAL
C layer 2.5y 5/6 I
medium sand
37.2
33.4
26.2
SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE _ (508) 775-9700
2002 BY R.J. CADILLAC
PAGE 1 OF 1
SITE PLAN
FOR
DIANE
M. COULSTRING
8 OLD CHURCH
STREET, YARMOUTHPORT, MA
MAY 17-, 2002
SCALE: 1 "=20'
CNJ
L
CO
,
RONALD
J. CADILLAC, PLS, RS
PROFESSIONAL LAND
SURVEYOR & REGISTERED
'
SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE _ (508) 775-9700
2002 BY R.J. CADILLAC
PAGE 1 OF 1