HomeMy WebLinkAbout2017 Dec 05 - Sign Off Transmittal, Plans - SunroomiN/F
Oyr 3/2
loam
B layer
S 1y
ZSfid•
Al 3
BENCH MARK --TOP NW CORNER
CONC. STEP 22.11 ASSIGNED
JOB NO. YOO-44 NOTYTO -
OTES
fine
TEST HOLE DATE:
Chesnut.dwo SCALE J
I
N 1. LOCUS IS A.M. 77, PARCEL 172.
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2. ELEVATIONS SHOWN ARE ASSIGNED. a
v 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986, Sflo 9�m
REDUCE GRADE SLIGHTLY ON SOUTH-
PERFORMED BY:
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. UNLESS NOT G°Q
N ED)
6
5. MUNICIPAL WATER IS AVAILABLE. LOTS .WITHIN 100` ARE ON .TOWN 'WATER,
4a
1 ,'r
fi. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. i
tri 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN '14". Ra
EAST CORNER QF LEACHING, AS SHOWN.
WITNESSED BY:
tL 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EOUAL FLOW ! '� ,�rroP
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
'
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9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED,
0.0
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
PERC RATE:
<2'y 00"inch (C layer)
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
I
�/� N/F 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 AI�
BERTRAND 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, - _.
SOIL SURVEY(1993):
GEOLOGIC MAP('i 9Sfi):
Carvercoarse sand
OLSON 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 'JEST {SLE
RESERVE
19.4 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3);
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13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
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LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
" 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS -
iN/F
Oyr 3/2
loam
B layer
S 1y
ZSfid•
Al 3
BENCH MARK --TOP NW CORNER
CONC. STEP 22.11 ASSIGNED
Ly 6/4
fine
TEST HOLE DATE:
December 12, 2000
I
1d0,Cld
REDUCE GRADE SLIGHTLY ON SOUTH-
PERFORMED BY:
Ron Cadillac, Sail Evaluator
6
ERIST
GK�
4a
1 ,'r
EAST CORNER QF LEACHING, AS SHOWN.
WITNESSED BY:
Am L. Von Hone, RS
'
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0.0
PERC RATE:
<2'y 00"inch (C layer)
I
TH 1*9,z&
SOIL SURVEY(1993):
GEOLOGIC MAP('i 9Sfi):
Carvercoarse sand
37"
RESERVE
Harwichouiwcash plain deposits
Invert 19.401
Im
18.9
1
..,
"r-
Exist. Cast iron
Invert 18.75
"
rk
Use Cas Baffle
Invert 16.33 2 DRY WELLS
+
74 0 21,
N i 1.6
"
$.:1/2"/ft. D" min,
covesTop
Proposed
Conc.=-16.8
19.1
C)
C? , °' patty
_ - t
21.41 ENGELiYJAN
?
Plastic
S= 3"/ft
Tip Peastonz=16.5
cR
t,
I Invert 19.00
Proposed
1504
Gal.
5-5/$"/ftt
A layer
so dyl
Oyr 3/2
loam
B layer
Oyr 4/6
sandy
loam
C layer
Ly 6/4
fine
and
no Water
T
;7 _ �a x 21.4 , „ Invert 1E.50 invart 16.00 14.0
{ ,�CU� NO �`�k J 6 Stone or compgCt Proposed Proposad l 5.4' Bottom
bow 3
21.68
TROT CnW1 ,1 1.6t�*i L- Bottom TH1=8.6
�A z DESIGN DATA
_20..7 :............
21.1 ,
BEDROOMS:x21.1
:...
LEACH
AREA
NO - - - - _ -- - -
r .... . r,ARBAGE GRINDER:
- - - - -
• __-� �_, - REOUIREQ CAPACITY 330LOT 202
L`
SEPTIC TANK: 1500 GAL. AS SHOWN, WITH 3' OF STONE ALL
BOTTOM LEACHING AREA; 314,1 SF
AROUND FOR A 29' LONG BY 1O' -1O"
1 1 , 500± S. F. x 20.6 ' , N ..�-"� 29' X 10.83' WIDE BY 2' DEEP LEACH AREA.
Vb x 20.7 SIDE LEACHING AREA: 159.3 SF
011 [2(10.83'+ 29') X 2' DEEP)]
r„50" fi 1 .7 19.9 DESIGN CAPACITY: 350 GPU
X i9, N'7 20 W _ [(314.1 SF F 150.3 SF) X .74 GPD/SF]
i iC31?.00 Wx .4 i9.2fl
84 0 10
s
P'M20.00
I
BENCH MARK ---TOP & CENTER OF
CONC. BOUND= 20.00 ASSIGNED j q
(35 1/2' OFF CENTER UTIM POLE) SITE 1 �} L A i d DLL; 0 7 C 0 1 7 f
jvN xoo VL`, !
FOR � I
THIS PLAN IS. A VALID COPY -ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
AUD"E"' L. CHESNUT t
LEG -END
��N OF
TIS i TEST HOLE LOCATION. NUMBER sscy � it+aF+lWss�ey LOT 202, 70 CAPTAIN LCTHROP ROAD, S. YARMOUTH, NIA
-w- WATER LINE MARKINGS FWNALD �N �`��� �
��, �r1
• ,
G GAS LINE MARKINGS (NOT ALL SHOWN'I A z JAMES U 001 SCALE: � �s- 20
---E OVERHEAD ELECTRIC WIRES (IF SHOWN) � �
�
IISLAC
# 1 6 'O # 35779
r 9.5 x 8.7 EXISTING .& PROPOSED ELEVATIONS ('X' MARKS POINT) �� �° �'a� °��-
--6--- EXISTING CONTOUR saN rAR�� SU
-- PROPOSED CONTOUR
n RONALD it CADILLAC, PLS, RS
0 UTILITY POLE (IF SHOWN) PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIA
�s EXISTING SEPTIC COVER
EXISTING DRAINAGE CATCH BASIN P.O. BOX 258 I
x -•- FENCE (IF.SHOWN, NOT ALL SHOWN) C.� `// WEST YARMOUTH, MA 0267
TREE - 508 77� --�7a�}
.0(IF SHOWN, NOT ALL SHOWN) DEALT AGENT APPROVAL ?ATE
C 2000 BY R.J. CADILLAC PA E 1 OF '1