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3 BR HOUSE FLOOR SCHEMATIC
(Description Provided By Owner'
SITE LOCUS
F 102 Beacon Street—. x
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Cape Cod - Yarmouth
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`i 1000 al.
Q SEPTIC TANK Uj
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PROJECT BENCH MARK
TOP OF FOUNDATION
SCREEN ELEV. = 100.00 (ASSUMED)
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SLAB FND.
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' z Yarmouth Health Depa
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EXISTING d APPROVED
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`\`---------------------------------------------- ----98
ASPHALT ,
DRIVEWAY 5. " LOT # 159
15.000 Square Feet t/—
I i S 74D 23' 15 " W
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B -40A C 0 2V ,S' TR E.10 T
(40 FOOT RIGHT OF WAY)
GENERAL NOTES
1. Contractor is responsible for Digsafe notification, Verification of Utilities
and protection of all underground utilities and pipes.
2. The septic "tank and distribution box shall be set
level on 6 of 3/4"-1 1 /2" stone.
3. Backfill should be clean sand or gravel with no
stones over 3" in size.
4. This system is subject to inspection during installation
by Carmen E. Shay — Environmental Services, Inc.
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 are different
from those shown on the soil log or in our design
installation must halt & immediate notification be
made to Carmen E. Shay — Environmental Services, Inc.
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 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" diameter
Schedule 40 NSF PVC pipes with water tight joints.
11. Municipal Water is Connected to ALL OF The Residence and Abutting
Properties.
THE PROPERTY LINES ARE APPROXIMATE AND
COMPILED FROM THE SURVEY PLAN BY GEORGE :OW JR, RLS
ENTITLED: 'PLOT PLAN OF LOT 102 BEACON STREET, S YARMOUTH, MA"
FEB. 12, 1986
AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
THE SEPTIC SYSTEM INSTALLATION.
EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE
NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
FROM THE EXISTING CESSPOOL/LEACH PIT TO BE DISPOSED
OF AS PER BOARD OF HEALTH SPECIFICATIONS.
PLOT PLAN
OF PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
DARIUS MACKENSON
AT
102 BEACON STREET
PARCEL ID: 98-49
SOUTH YARMOUTH. MA
OF MI6 PREPARED BY:
r" CARNEY E. SHAY
ENVIRONMENTAL SERVICES
P.O. Box 1576
�Eolst��`a MASHPEE, MA 02649
SANITl+R�* TEL/FAX : 508-294-7498
SCALE: 1 "=20' 1 DRAWN BY: CES DATE: JAN. 5, 2023
PROJECT#102 BEACON FILENAME: 102 BEACON.DWG I SHEET 1 OF 2
VENT PIPE jo Least 24 inches tap SECTION A -A
*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.Y.C. Schedule PVC w/Charcoal Odor Filter
,0' min. from SAS cover must be PROFILE VIEW OF LEACHING SYSTEM[
EXISTING Foundation house to septic tank ,riUwn 6' of GRADE
Septic tank covers must be D-90X saver mud must have r sew and be
er'i t 6 in. of finished grade within $ �. of finished grade
� Grade over Septic Tank - 98.50 Grade "er 0-8oa - 48.30 i—Qrode over SAS - 9e.50 to t 1/2 ' teslwt C1nMea fifer ' d r11' - t/t` tewt !r-Mw.
NSPECT04 cover must be
within 6 inof finished grode
Too to be placed in dbox 3 HOLE H-10 TOP OF SAS - WOO S = 0.02 DIST, gpX
5�0.01 S-O.O
1 )h 11EXIST. Pi
cn EXIST. 1,000 G 20. � CM C3 C� p Ci C� o
FROM ST. PEffectNe th C1 C7 C1 C3 C7 - Q
W SEPTIC TANK 1' Depth of plus I stone under o 0 0 0 0
H-10 to ,ri C� o
q e. awe rn
CONCRETE FULL m q q A q
v C e 4 units 624'
ri S' IDED
SYSTEM PROFILE 24 z
Not to Score
f '
6 in.of 3/4•-1 1/2" Effective Vktiin 'i Effective Length
compacted stone $ SOIL ABSORPTION SYSTEM (SAS)
Bottom of Test Hole 2 Elev.- 88.50 LC-6 H-20 LEACHING UNITS / WIGGINS PRECAST
Not to Scale
2-18' DIAM. ACCESS MANHOLES
STEEL REINFORCED PRECAST CONCRETE
PLAN VIEW
3-24" REMOVABLE COVERS
it I
THE ACCESS COVERS FOR THE SEPTIC TANK.
DISTRISUT" SOX AND LEACHNG COMPONENT
SET DEEPER THAN 6 INCHES SMOW FMNSHED
GRADE SHALL BE RAISED TO WTHW 6" OF
FHSHED GRADE.
INSTALL TUF-TITS GAS 8AMES OR EQUALS
3 min. clearance t3. I EY
a• rn;.F12" min. inlet to outlet 6. „
10• mtn. t3gTe�el OUTLET
5' -7- �s t-- s -r
•+ £ $ '' 4'-0' min.
c Ti oar eanM L*ld depth
.. : i.. lees • „ •.
8'-0•f 4 -10•'
CROSS SECTION END —SECTION
TYPICAL 1000 GALLON SEPTIC TANK
Design Colculations
Number of Bedrooms: 3 Equivalent to 330 Gol./Doy (330 Goi./Doy per Title V)
Garbage Grinder: No
Septic Tank : - 2 x 330 Gal./Day = 660 USE EXIST. 1,000 GAL. Septic Tank.
SOIL ABSORPTION AREA: Using percolation rote of <2 min./inch
Bottom Area: 0.74 gal/day/sq. ft. x 308 sq. ft. = 227.92 gallons/day
Sidewall Area: 0.74 gal./day/sq. ft. x 156 sq. ft. = 115.44 gallon/day
Providing:=343.36 gallons/day
Use: (4) LC-6 H-20 CONCRETE CHAMBERS, HAVING A 1' EFFECTIVE DEPTH,
(3' W x 6' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND
2' OF WASHED STONE ON THE ENDS AND 1 FOOT OF STONE UNDER .
P E R C 0 �ATI O N TEST
TTi� BOX SHALL iz' CONCI7ETE
STLCDVM
SET LEVEL Fa<t AT LEAST 2 FT.
Date of Percolation Test: NOVEMBER
10, 2022
Perc #1 j" '' 3 - V OUTLET :.: ':,t w <:s.,. 2
Depth to Perc: 36" to 54" .: / 1 KNOCKOUTS
Perc Rate= 2 MPI ASSUMED
Test Performed BY -CARMEN SHAY
Witnesse•i BY JAY GARDNER-(YARMOUTH
BON)
_
Groundwater Not Observed ss• auTLET ,�� it *UT
' ` 6
EXCAVATOR:SHA Y ENV. SRVCS..
Less Than 2 MPI
® 36'
No Observed ESHWT
ADJUSTED H2O Elev. None '• `•.- , •::=:•� { '°} '-
Percolation Rote
,6a• 4" - SCH. 40 T
Test 00le
PLAN SECTION CROSS—SECTION
No,
3 HOLE H-10 DISTRIBUTION BOX
DEPTH SC:" ELEV.
9&50
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LONDV
Sr
3j2
D-_ 12• ,� �. 97.50
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P LOT P LA N
4MY
SnND
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OF PROPOSED SEPTIC SYSTEM UPGRADE
9550
12,- 36" to
- OF -PT
PREPARED PREPARED FOR
-a
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7/4
DARIUS MACKENSON
Zs W.50
AT
36•-120'
102 BEACON STREET
PARCEL ID: 98-49
SOUTH YARMOUTH MA
OF I PREPARED BY:
�
SM Y ENVIRnVAIL'NTAL .S ER VICES
Sidewali(ENOS) Area' 11' x 2' = 22 SF
22 x 2 ENDS =
44 SF
P.O. Box 1576
Sidewali(Side) Area: 28' x 2' = 56 SF
=112 SF
.01 eiIV MASHPEE, MA 02649
56 x 2 SIDEWALLS
SAN TNV' * TEL/FAX : 508-294-7498
TOTAL SIDEWALL AREA
=156 SF
SCALE: 1 "=20' DRAWN BY: CES DATE: JAN. 5, 2023
Bottom Area: 28' x 11' =
308 SF
PROJECT#102 BEACON FILENAME: 102 BEACON. G SHIFT 2 0 F 2