HomeMy WebLinkAboutEngineered Plan - 2015SITE PLAN
N SCALE:. 1 „ _ 20'
B.M. = 100.00' ON TOP CORNER OF
FRONT STOOP (ASSUMED) D
OND iROA
HORSE Pco
40 WIDE
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97.39f ;•''... '. 47.23
97.98'
ii0'
P >: I�
••45':: I�
95.90, X 97. ,
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98.4
97.79
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98.65'
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78.4
Z 97.56' it7 i
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LOT 10
AREA 21,590± s ft. e e Of
q• - 96.44,. 1
169.40'
s
.GENERAL N0TES � Lavender Rd.
1. ADDRESS: #4 HORSE POND ROAD, YARMOUTH n
2. ASSESSORS NUMBER: �.°iAP 46 PARCEL 59 -
rn 3. DEVELOPER'S LOT: LOT #10
:33' ° Orchid Ln
4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN ON THE
vemen� 9'9
edge
09
of ►'�-
DEPTH
GROUND INSTRUMENT SURVEY.
ELEV.
_)3 Se Pond Rd.
--�"-
99.2'
5.
TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES.
o
1OYR3/2
6.
If, during installation the contractor encounters any
2.5Y6/1
° SITE
loamy sanj
C.B. fnd
_ 6.
NO WETLANDS ARE LOCATED WITHIN 150 FEET OF THE PROPOSED SAS.
oamy sand
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7.
REFERENCE PLAN: LAND COURT PLAN 38064B
97.2'
32"
m -c lsand
"-
Ji
REFERENCE PLAN: "CERTIFIED PLOT PLAN", LOCATION: WEST YARMOUTH
Glen E. Harrington, R.S.
- guck Island Road
lsand
°
SCALE: 1 "=30', DATE: APRIL 26, 1977 BY JOSEPH W. MAHAR, JR.
89:2'-
50"
2.5Y7/4
7.
8.
THE SITE IS LOCATED WITHIN A ZONE OF CONTRIBUTION (ZONE II).
1'20"
1
92'
9.
THE UTILITIES WERE LOCATED BY DIGSAFE CONFIRMATION,, #20151607080.
-%
8.
Install Tuf-Tite gas baffles or equal on septic . tank outlet
CD
9.
10.
"W. YARMOUTH"
X 99,31
wells are within proposed
T 4-
N
11.
The existing leach pit shall be, pumped and backfilled.
0 8.58'
n
0 _ �
CROWELL ROAD
#216. tAIGGINS
46-60
- WATER
TOW
N
SOIL EVALUATION 8c PERK TEST
Date of SOIL EVALUATION: April 23, 2015
Evaluation Performed By: Glen E. Harrington, R.S.
Excavator: Mike Leary
Percolation Rate: < 2 mpi, 24 gals applied during presoak
Witness: Amy Von . Hone, R.S., BOH Agent
,1
Test Hole
No.:1, _
DEPTH
SOILS
ELEV.
0
99.2'
and local Board of Health Regulations.
0/A/E
Tel: 774-238-1813
1 .
1OYR3/2
6.
If, during installation the contractor encounters any
2.5Y6/1
6"
loamy sanj
98.7'
[m' �
a1 f`r
Bw
oamy sand
! Cn
24"
10YR5/6
97.2'
32"
m -c lsand
"-
Ji
2.5Y7/4
Glen E. Harrington, R.S.
C
lsand
°
m -c
89:2'-
50"
2.5Y7/4
7.
No vehicle or heavy machinery shall drive over the
1'20"
1
92'
LOCOS
99.20' n
99
10 Design. Calculations NO SCALE
Number of Bedrooms: 2 EXISTING (DEED RESTRICTION REQ'D)
ss A D.P. Garbage Disposal: No
4 Icket fence
8.54 Leaching Capacity Required: 330 Gal./Day (MIN. PER TITLE V)
Application Rate for <2 min. inch 0.74gal/sq.
� PP = ft.
/ � � ,
Proposed Leaching Structure: 1-25 x13 x2 Leaching Trench
o
f Bottom Leaching Area Provided = 325 Sq. Ft.
98 0 Side Leaching Area Provided = 152 sq. ,f•c.
:3 0) Total Leaching Area Provided = 477 sq. ft.
Leaching Capacity Provided =477 sq. ft X 0.74 gal/sq.ft.=353 gpd.
0 01
/ 00
97.69 0 o
97 CONSTRUCTION NOTES
rn D
O
1. Contractor is responsible for Digsafe notification
° and protection of all underground utilities and pipes.
.96 2. The septic,�tank and distribution box shall be set
level on 6 of 3/4"-11/2" stone.
95.95' 3. Backfill should be clean sand or gravel with no
- '95 stones over 3" in size.
4. This system is subject to inspection during installation
94 to Glen .: E -.H ;-rinc; t .^ . R:c.`
,- 93 5. The contractor shall install this system. in accordance
Test Hole
No. 2
DEPTH
SOILS
ELEV.
0
99.2'
and local Board of Health Regulations.
0/A/E
Tel: 774-238-1813
1 .
1OYR3/2
6.
If, during installation the contractor encounters any
2.5Y6/1
5"
loamy sanc
98.78'
[m' �
a1 f`r
Bw
loamy sand
! Cn
22"
1OYR5/6
97.37'
the installer shall halt installation and immediately notify
m -c lsand
"-
Ji
2.5Y7/4
Glen E. Harrington, R.S.
C
_
1'20"
89:2'-
[•1f
No Observed Ground Water
No Observed Ground Water
Existing Dwelling -
First Floor=100.71'
Existing Grade 98.5'±
CELLARSeptic tank covers must be
WALL '' within 6" of finished grade
S = 0.02 ' ft
S=0.01',
8' . EXISTING
1000 GAL 34'
SEPTIC TANK
Inv. elev.= 97.0'± H-10 E _
Install Gas Faffle
Inv. elev.=96.76' or a uo
6" OF 3/4--11/2- STONE
3 HOLE H-20
DIST. BOX Finished grade over system=2% slope away
WITHIN
DE OF one chamber shall be provided
with cover within 6" of grade
Level for 2' S=0.01 ft/ft:::.:.:,,•::..:...::..:::.......... •::.....
a `:asp s"
L, . 4. SEC : J
�" 'J CROSS gECTIO
3 HOLE H-20 DISTRIBUTION BOA PROPOSED SEPTIC SYSTEM REPAIR
N01" TO SCABS PREPARED FOR
LEGEND MIKE LEARY
AT
O
EXISTING LEACH PIT 4 HORSE POND ROADYARMOUTH , M A
� TO BE PUMPED AND FILLED
EXISTING
FO O H10 SEPTICOTANKAL
Exis�Grade= 98'± DENOTES EXISTING OWNER: STEPHEN A. ANAGNOS
Min. 2,x,o4.4s -1/8"-1/2" Double -Washed Stone SPOT GRADE
or geo-textile filter cloth NOF 4 PREPARED BY:
To of Peastone Elev.=96.4
, 95 EXISTING CONTOUR F,�' .,
. ... ..... Q `tip Glen E. Harrington, R.S.
Invert Elev.=95.91' DEEP TEST HOLE 0.1 np
:......... . . .. .......
P=96.00'
with Title V of the Massachusetts Environmental Code
, Marstons Mills, MA 02648
Bottom of Leach
Facility Elev.=93.91'
and local Board of Health Regulations.
in
water I e
Tel: 774-238-1813
1 .
=96.17' 1 FACHING CHAMBERS
6.
If, during installation the contractor encounters any
Q
Mai 1: gharr88@hotmail.com
. OF STONE
soil conditions or site conditions that are different
[m' �
a1 f`r
W
from those shown on the soil log or in this design
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tc
SYSTEM PROFILE
D.P.
I Bottom of Test 0
the installer shall halt installation and immediately notify
Port
"-
Ji
Glen E. Harrington, R.S.
C
_
7.
No vehicle or heavy machinery shall drive over the
septic system unless noted as H-20 - septic components.
-%
8.
Install Tuf-Tite gas baffles or equal on septic . tank outlet
tee.
9.
10.
All piping shall be SCH 40 PVC.
No located 150' of SAS.
�
wells are within proposed
ALL OUTLET PEKES MOM THE `�
11.
The existing leach pit shall be, pumped and backfilled.
r:E.c,T < 1J";"•.ON BOX SHALL BE
.�..T LE�Y:L F� A�- LEAST 2 �.
S LEVEL
T COVER
� •::•s-
12
Install a 4 dia. SCH 40 PVC observation port, a s shown.
iceac
•`R"""'�' :•9 "a '''. •`•r'=k*' 2 -
.�. 3.5, OU',1ET ,
-13.
�..
The Contractor shall notify the. Board- of Health and the
y
DesignerKNOCKOUTMS
-
40 f ti
,,,,,,,,,,,,
at least 24 hours in advance to inspect and certify the
system.
°:2"
INLET
a `:asp s"
L, . 4. SEC : J
�" 'J CROSS gECTIO
3 HOLE H-20 DISTRIBUTION BOA PROPOSED SEPTIC SYSTEM REPAIR
N01" TO SCABS PREPARED FOR
LEGEND MIKE LEARY
AT
O
EXISTING LEACH PIT 4 HORSE POND ROADYARMOUTH , M A
� TO BE PUMPED AND FILLED
EXISTING
FO O H10 SEPTICOTANKAL
Exis�Grade= 98'± DENOTES EXISTING OWNER: STEPHEN A. ANAGNOS
Min. 2,x,o4.4s -1/8"-1/2" Double -Washed Stone SPOT GRADE
or geo-textile filter cloth NOF 4 PREPARED BY:
To of Peastone Elev.=96.4
, 95 EXISTING CONTOUR F,�' .,
. ... ..... Q `tip Glen E. Harrington, R.S.
Invert Elev.=95.91' DEEP TEST HOLE 0.1 np
:......... . . .. .......
P=96.00'
� t
, Marstons Mills, MA 02648
Bottom of Leach
Facility Elev.=93.91'
existing
in
water I e
Tel: 774-238-1813
1 .
=96.17' 1 FACHING CHAMBERS
Approx.
location
Mai 1: gharr88@hotmail.com
. OF STONE
DRAWN BY: GEH
DATE: APRIL 28, 2015
SYSTEM PROFILE
D.P.
I Bottom of Test 0
Observation
Port
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