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EXIST. 1
PORCH 15DO
SEPRC TANK
OI O
EXIsnNG
4 BEDROOM
HOUSE
#135
0 20 40 50
SCALE: 1 "=30'
NOTE: EXIST. SAS LOCATED WHERE
NEW SAS IS PROPOSED
EXIST. SAS TO BE REMOVED PRIOR
TO NEW INSTALLATION
PROJECT BENCH MARK
-TOP OF FOUNDATION
ELEV. = 95.00 (Assumed)
W i m O
1 N 88D 49' 00" If
' 800.00'
'TEST HOLE /1
ELEV- 97.80
PROPOSED (NEW)
rn1 1500 GALLON
� :,-: • ' :� 1 SEPTIC TANK
O O EXISTING
/VENT I woRK SHOP
PIPE J
48849'Do6— L -- I 4Jag
1 --�---
800.00' 4—
Yarmouth Health Departmeut
APPROVED ,
Name "AM I
----------------
9 St. Pkus X -nchoa
JS the TeNh
PLOT PLAN
OF PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
E. SCOTT REDMAN
AT
135 NORTH MAIN STREET
PARCEL ID: 96-107-0
YARMOUTH MA
PREPARED BY:
j CARNEY E. SHAY
ENVIRONMENTAL SERVICES
P.O. Box 1576
MASHPEE, MA 02649
TEL/FAX : 508-294-7498
11 SCALE: 1 "=30' 1 DRAWN BY: CES I DATE JAN. 20, 2022 1
PROJECT#135 N. MAIN
FILENAME: 135 N. MAIN.DWG I SHEET 1 OF
GENERAL NOTES
1. Contractor is responsible for Digsafe notification, Verification of Utilities
RECEIVED
and protection of all underground utilities and pipes.
2. The septic tank on j distribution box shall be set
level on 6" of 3/4 —1 1/2" stone.
MAR 10 2027
3. Backfill should be clean sand or gravel with no
stones over 3" in size.
4. This system is subject to inspection during installation
HEALTH DEPT
by Shay Environmental Services
5. The contractor shall install this system in accordance
with Title V of the Massachusetts state .code, the approved plan
and Local Regulations.
6. If, during installation the contractor encounters any
soil conditions or site conditions that ore different
from those shown on the soil log or in our design
installation must halt & immediate notification be
r
made to Shay Environmental Services
50.00'
7. No vehicle or heavy machinery shall drive over the
septic system unless noted as H-20 septic components.
!
c.
8. Install Tuf—rite gas baffles or equals on all outlet tee ends.
9. All, Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
10. All solid piping, tees & fittings shall be 4" diometer
c DRAINAGE EASMENT
Schedule 40 NSF PVC pipes with water tight joints.
11. Municipal Water is NOT AVAILABLE. ALL WELLS WITHIN 150 FEET ARE
to
ARE AS SHOWN.
THE PROPERTY LINES ARE APPROXIMATE AND
COMPILED FROM THE SURVEY PLAN BY THOMAS KELLEY, RLS
ENTITLED: "CERTIFIED PLOT PLAN OF 135 N. MAIN STREET, YARMOUTH, MA
J
DATED: 12/17/2004
6,
AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
s
THE SEPTIC SYSTEM INSTALLATION.
EXISTING LEACH AREA TO BE PUMPED OUT AND REMOVED
NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
I
FROM THE EXISTING SAS ABANDONED AND TO BE DISPOSED
OF AS PER BOARD OF HEALTH SPECIFICATIONS.
PLOT PLAN
OF PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
E. SCOTT REDMAN
AT
135 NORTH MAIN STREET
PARCEL ID: 96-107-0
YARMOUTH MA
PREPARED BY:
j CARNEY E. SHAY
ENVIRONMENTAL SERVICES
P.O. Box 1576
MASHPEE, MA 02649
TEL/FAX : 508-294-7498
11 SCALE: 1 "=30' 1 DRAWN BY: CES I DATE JAN. 20, 2022 1
PROJECT#135 N. MAIN
FILENAME: 135 N. MAIN.DWG I SHEET 1 OF
10' min. fromtank 'NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C.
house to septic Septra task covera must be
EXISTING Foundation � within 6 in. of finiabetl grade D -BOX cover must be
w1thIn 6' of GRADE
N/ \ �Grode ~ Septk Tank - 16.00 —1
CONCRETE FILL
5'
S - 0.02
No. 1
DEPTH SOILS ELEV.
0 10'
'mE
o
w 1,500
5-0.01
o n
IDAnw1 n rn
Vii GAL.
mot SEPTIC TANK
o 0
`� 0 3S
1 rn 9
R H-10
FOUNOAt1aN-' II m
i
11 II
oV
uw
2
0.2 o
i
e
w<
6'-30'
Bs
0G
Lc
i c
o ar eau..
San25
12
YY 88/2
« 3
a
SYSTEM PROFILE
x Z
Causes
Not to Scale
W
6 in.of 3/4'-1 1/2r
w
lil Z
compacted atone
25 Y 8/2
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE
2-18" DIAM. ACCESS MMHO ES
IV
STEEL REINFORCED PRECAST CONCRETE
PLAN VIEW
3-24' REMOVABLE COVERS
1
THE ACCESS COVERS FOR THE SEPTIC TANK,
DISTRIBUTION BOX AND LEACHING COMPONENT
SET DEEPER THAN 6 INCHES BELOW. FINISHED
GRADE SHALL BE RAISED TO WITHIN 6" OF
FINISHED GRADE
INSTALL TUF-TITE GAS BAFFLES OR EOUALS
1a•MtcT
3- OUTLET
5' _7.
Liquid depth
10 a
m rn
11 4
m a
-m w
CC C
6 In.of 3/4"-1 1/2"
compacted starts
CROSS SECTION END -SECTION
TYPICAL 1500 GALLON SEPTIC TANK
Design Calculations Number of Bedrooms: 4 Equivalent to 440 Gel./Day
Garbage Grinder. No
Leaching Capacity Proposed: 440 Gol./Day Minimum (Min. Per Title V)
Septic Tank : - 2 x440 Gal./Day = 880 USE EXIST. 1,500 GAL. Septic Tank.
SOIL ABSORPTION AREA: Using percolation rate of Q min./inch
Bottom Area: 0.74 gal/day/sq. ft. x. 435.5 sq. ft. = 322.27 gallons/day
Sidewall Area: 0.74 gal./day/sq. ft. x 186 sq. ft. = 137.64gailon/day
Providing: = 459.91 gallons/day
Use: (3).500 H-20 CONCRETE CHAMBERS, HAVING A 2' EFFECTIVE DEPTH,
(5" W x 8.5' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND
4' OF WASHED STONE ON THE ENDS.
VENT PIPE (0 Least 24 inches tall)T
Schedule 44 PVC w/Charcoal Odor FIlterSAS cover meetwithin6'of GR
over D -Boa - 16.00 --Grade over SAS - 96.50 to 95.50
SECTION A —A
PROFILE VIEW OF LEACHING SYSTEM
�\ -a/4" u r r/S • Passed duress Seas. —,
Box !H�TW Sas - 92.50 \ INSPECTION cover must gr
fffttt���lll within 6 in. of finished grade
0 5'
m
Width e
8
0
m
1
PERCOLATION TEST
Date of Percolation Test: AUGUST 20, 2003
Test Performed B y.. JOHN HUNTER, PE
Results Witnessed By. AMY VON. HONE — YARMOUTH BOH
EXCAVATOR: LINK.
Percolation Rate: Less Than 2 MPI 0 30"
Test Hole
No. 1
DEPTH SOILS ELEV.
3' mfn. dearanee
Loamy San
r- mIn.mm. Mist to outlet 6• mm
10. YR 4/1
evel
LIWdtl Well—
'
0'- 6'
IT min. 1C
Irl
Loamy Sand
10 YR 5/6
s5
6'-30'
Bs
Ea
FINE
o ar eau..
San25
YY 88/2
30"-104'
C1
89.13
Causes
Send
THE ACCESS COVERS FOR THE SEPTIC TANK,
DISTRIBUTION BOX AND LEACHING COMPONENT
SET DEEPER THAN 6 INCHES BELOW. FINISHED
GRADE SHALL BE RAISED TO WITHIN 6" OF
FINISHED GRADE
INSTALL TUF-TITE GAS BAFFLES OR EOUALS
1a•MtcT
3- OUTLET
5' _7.
Liquid depth
10 a
m rn
11 4
m a
-m w
CC C
6 In.of 3/4"-1 1/2"
compacted starts
CROSS SECTION END -SECTION
TYPICAL 1500 GALLON SEPTIC TANK
Design Calculations Number of Bedrooms: 4 Equivalent to 440 Gel./Day
Garbage Grinder. No
Leaching Capacity Proposed: 440 Gol./Day Minimum (Min. Per Title V)
Septic Tank : - 2 x440 Gal./Day = 880 USE EXIST. 1,500 GAL. Septic Tank.
SOIL ABSORPTION AREA: Using percolation rate of Q min./inch
Bottom Area: 0.74 gal/day/sq. ft. x. 435.5 sq. ft. = 322.27 gallons/day
Sidewall Area: 0.74 gal./day/sq. ft. x 186 sq. ft. = 137.64gailon/day
Providing: = 459.91 gallons/day
Use: (3).500 H-20 CONCRETE CHAMBERS, HAVING A 2' EFFECTIVE DEPTH,
(5" W x 8.5' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND
4' OF WASHED STONE ON THE ENDS.
VENT PIPE (0 Least 24 inches tall)T
Schedule 44 PVC w/Charcoal Odor FIlterSAS cover meetwithin6'of GR
over D -Boa - 16.00 --Grade over SAS - 96.50 to 95.50
SECTION A —A
PROFILE VIEW OF LEACHING SYSTEM
�\ -a/4" u r r/S • Passed duress Seas. —,
Box !H�TW Sas - 92.50 \ INSPECTION cover must gr
fffttt���lll within 6 in. of finished grade
0 5'
m
Width e
8
0
m
1
PERCOLATION TEST
Date of Percolation Test: AUGUST 20, 2003
Test Performed B y.. JOHN HUNTER, PE
Results Witnessed By. AMY VON. HONE — YARMOUTH BOH
EXCAVATOR: LINK.
Percolation Rate: Less Than 2 MPI 0 30"
Test Hole
No. 1
DEPTH SOILS ELEV.
0 97.80
Loamy San
10. YR 4/1
0'- 6'
97.30
Loamy Sand
10 YR 5/6
6'-30'
Bs
95.30
FINE
San25
YY 88/2
30"-104'
C1
89.13
Causes
Send
25 Y 8/2
<as unrest
104'-123
L CA
,55
Pere #1
Depth to Pere: 30" to 48"
Pere Rote= G2 MPI
Groundwater Not Observed
No Observed ESHWT
ADJUSTED H2O Elev. = None
0 0 0 0 0 0
3 urots E 8.51 25.5'
At 1/8" - e/2* "a5M vaaemae
4'
SOIL ABSORPTION SYSTEM (SAS)
500 - C H-20 LEACHING UNITS /WIGGINS PRECAST
Not to Scale
S FROM THE --J
A SHALL BE 1- 1Y I�ICarICAE1E COVER
AT LEASHALL 2 R.
3 - 5" OUTLET
MOCKOUTS
•-15,5 4' - SCH. 40 Teems ioo'T
PLAN SECTION CROSS—SECTION
3 HOLE H-20 DISTRIBUTION BOX
NOT TO SCALE
PLOT PLAN
OF PROPOSED SEPTIC 'SYSTEM UPGRADE
PREPARED FOR
E. SCOTTATREDMAN
135 NORTH MAIN STREET
ASSESSORS ID: 70-33
YARMOUTH MA
PREPARED BY:
{ ['Y
1 14 CARMMN E. SHAY
ENVIRONMENTAL SERVICES
P.O. BOX 1576
MASHPEE, MA 02649
TEL/FAX : 508-294-7498
SCALE: N/A SHEET 2 DRAWN BY: CES DATE`. JANUARY 20, 2022
PROJECT#135 N. MAIN FILENAME: 135 N. MAIN.dwg SHEET 2 OF 2
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