HomeMy WebLinkAboutEngineered Plan - 2000JOB NO. YOO-23
N/F
JACOBS
x 20.51 V1 20,5 !;i
GEOLOGIC MAP0986): Harwich outwash plain deposits
• � 5
TH 1 t ' c Invert 18.17±
cam► Use Gds Baffle n 6 RECHARGER 180'5
020.5 0.5 , cn Existing Invert 17.82
X , ' Proposed
• 20. SCALeD F 9 " min. cover t6.8
S=1 /8" /ft
20.7 ' t ' SCALES C OQj) ZONE C Existing S=1/8"/ft min, TOP PEA STONE
x 20,3 1 1 J F� OOii ZONE g 1000 Gal.
..ems
O
s
Morrie Dr.
NOT TO ��, Sunset Dr,
SCALE
Ih LOCATION MAP i
124"
IMAXIMUM EEASI8LE
=EUANCE APPROYALS REQUESTED:
ND T LIGHT.DWG
G
GAS LINE MARKINGS (IF SHOWN)
------�� 1:
OVERHEAD ELECTRIC WIRES (IF SHOWN)
to 01.
VARY SEPARATION
TO HIGH GROUNDWATER BY 0.3' (4.7' PROVIDED). 1.
LOCUS IS A.M. 42, PARCEL 90.
to
24
2.
ELEVATIONS SHOWN ARE ASSIGNED.
in N
310 CMR 15.212.
3.
LOCUS IS IN FLOOD ZONES B & C ON FIRM DATED JUNE 17, 1986.
BENCH MARK --TOP WOOD STAKE
a
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
J SET FLUSH= 20.67 ASSIGNED
1�
tcompact
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
Q_(STAKE IS 10' -8. OFF GARAGE dt 17'-10"
4.7'
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
OFF HOUSE CORNER)
GARAGE
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
N/F
8.
1F TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
X�
nJ
WALDRON
Sl0.
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
•
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
CU::.....:..::::.::.:::::::::.:::.:.:::.:::::.
[201' + 47.19'} X 2' DEEP)]
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
9'
21.0 20.8
ONE COVER OF TANK TO BE WITHIN 16" OF GRADE.
[�E�I��
rrt
���
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2- WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
22.1
[(519.1 SF + 232.7 SF) X .60 GPD/SF]
® 11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE. FOUND,
N/F
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
ROCKSTFtOH
47,50E
x 1 12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
OBSERVED WATER=10.1
• N 79°
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
122,01
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
BEDROOMS:
01
o
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. D,
X C_
o
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
x,20'7
TEST HOLE DATE: August 24, 2000
NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
tr ,
ARE PROPOSED
WITNESSED BY: Amy L. Von Hone, RS
PERC RATE: <2'-00"/inch (C layer)
X
5
i
cn
SOIL SURVEY0993): Carver coarse sand .
N/F
JACOBS
x 20.51 V1 20,5 !;i
GEOLOGIC MAP0986): Harwich outwash plain deposits
• � 5
TH 1 t ' c Invert 18.17±
cam► Use Gds Baffle n 6 RECHARGER 180'5
020.5 0.5 , cn Existing Invert 17.82
X , ' Proposed
• 20. SCALeD F 9 " min. cover t6.8
S=1 /8" /ft
20.7 ' t ' SCALES C OQj) ZONE C Existing S=1/8"/ft min, TOP PEA STONE
x 20,3 1 1 J F� OOii ZONE g 1000 Gal.
..ems
O
s
Morrie Dr.
NOT TO ��, Sunset Dr,
SCALE
Ih LOCATION MAP i
124"
---
X
X
EXISTING HOUSE
WATER LINE MARKINGS
G
GAS LINE MARKINGS (IF SHOWN)
------�� 1:
OVERHEAD ELECTRIC WIRES (IF SHOWN)
LEACH AREA
�-2474- - - -K,,20.5
20,6
i
REQUIRED CAPACITY: 440 GPD
24
RECHARGER 180'5 WITH 4' OF
/
,720,
5'
7 x 20.5
I
STONE
;; j;
a
0
TREE (IF SHOWN, NOT ALL SHOWN)
+1
ry
1�
tcompact
N/F
i 6" Stone
Invert 17.99 Invert 17.79T
or CopaCt iropased Proposed i
4.7'
cWu
ti
[(11' X 47.19')]
GARAGE
W
_ _
WARD
11 I 3' i
lI3 _
Bottom
CU
X�
nJ
Sl0.
STONE PARKING x 21.1
X20
I I (D I
1.0' of a12.0'tAdjustment pro
CU::.....:..::::.::.:::::::::.:::.:.:::.:::::.
[201' + 47.19'} X 2' DEEP)]
9'
21.0 20.8
20,88 45 x 2 .6
[�E�I��
rrt
���
Using MASH29-Aug. 00
Zone A
22.1
[(519.1 SF + 232.7 SF) X .60 GPD/SF]
:... ..................... ::
20.9
:. crawl
;;
OBSERVED WATER=10.1
....... ...............:........... ........................
20.
BENCH MARK --TOP CONC. 0
BEDROOMS:
4
---
X
.: .:_ .:::::.::::.:•:
EXISTING HOUSE
WATER LINE MARKINGS
G
GAS LINE MARKINGS (IF SHOWN)
GARBAGE GRINDER: DISCONNECT
OVERHEAD ELECTRIC WIRES (IF SHOWN)
LEACH AREA
�-2474- - - -K,,20.5
NO. 16
EXISTING CONTOUR
REQUIRED CAPACITY: 440 GPD
USE 6
RECHARGER 180'5 WITH 4' OF
/
baser�lent
3
EXISTING SEPTIC TANK: 10013 GAL.
STONE
ALL AROUND AND 10" OF
20,7
0.51
0
TREE (IF SHOWN, NOT ALL SHOWN)
+1
ry
BOTTOM LEACHING AREA: 519.1 SF
STONE
UNDER, FOR A 47'-2" LONG
- 20.4
ti
[(11' X 47.19')]
BY 11'
WIDE BY 2' DEEP LEACH ARE)
to ^
n n
SIDE LEACHING AREA: 232.7 SF
STONE PARKING x 21.1
X20
0
[201' + 47.19'} X 2' DEEP)]
9'
21.0 20.8
DESIGN CAPACITY: 451 GF'D
20.2 /
[(519.1 SF + 232.7 SF) X .60 GPD/SF]
f 20,2 /
20 8� 0,4 � f 2011 /�
21,0 x �0,7 -/20,56 2 .0 x 19.9
137.68'
x 0.9 S 87.3c'35' E7
x � 20,1 '
24.2-4- _. _ _ JF- x 20,7 20.7 20 x
-� 20,00 nn x 20,1 19.7
-20- x
_.._, '- -,,�19-71-- -- - - - --•�-iSJ-55- .._ -...._ ._ x 19,8
-` - -x 19.49
U NIS E T D R` I V E
0 20,00
TH 1
9
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
G
GAS LINE MARKINGS (IF SHOWN)
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
Y 9.5 x 8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
.,,-6--,.
EXISTING CONTOUR
8--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
0
EXISTING SEPTIC COVER
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
,-(161 0b
-HEAL114 AGENT APPROVAL
DATE
SITE PLAN
FOR
TEST HOLE 1
(inches) ELEV.(feet)
A layer luyr 3/2 I
sandy loam
B layer 10yr 5/8 I
sandy loam
C layer 2.5y 6/2
sandy loam w/bands
of coarse sand
observed water
ed
20.4
18.2
10.1
9.3
RErGIEaVFI-a'
SEP 18 20C
HEALTH DEPT
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED S
P.O. BOX 255
WEST YARMOUTH, MA 02673
(505) 775-9700
2000 BY R.J. CADILLAC
ITARIAN
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