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SITE PLAN
N e SIT x 58' \ ` SCALE: 1 " = 20'
s C.B. Fnd \. B.M.-50.00,(ASSUMED)
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TOWN OF YARMOUTH
F
"Yarmouth" 0,�, 30-213
LOCUS \�s0 vacant
NO SCALE DECK 45'..37' X 42.22'
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lam.
F, \
LOT ".15
o� GARAGE AREA=12,543t S.F. 1
CONCRETE 43.49'
• " :.PATIO`: ":;
f • �.
.B. Fn - concrete
retalnln9
�p .PAVED �. _ EXISTING DWELLING
B . M . DRIVEWAY-"_: >
•..`:•" 'flowery generator
X .7
MCP .6 bed' 45.64' 4 .38
8.03' •;�/r - gas meter l `t�p ��
>.." •, •^ h, ,`c Mp ox. location. / [P`
\..�.flower , 908
0 'bed, ` . "
9P a 47.78'
48. fl
el
LEGEND
—G— Approximate location 45.05
gas line .. ( PROPOSED SAS
�s' 30'x15 x0.5 leach field with 4" SCH
—W— Approximate location l '` r
water line \ 40 PVC laterals 4 on center.
..........18........ Existing contour �h 44.43'
It �� Approximate Location of Existing Cesspools catch basin
(to be pumped and removed)
101.70' X Denotes existing spot grade
Test Hole
O O Proposed 1,500/500 gallon S.T./P.C.
GENERAL NOTES
1. ADDRESS: 14 CUTTER LANE, YARMOUTH, MA.
2. ASSESSOR'S NUMBER: MAP 22 PARCEL 129
3. DEVELOPER'S LOT: LOT #15
4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM
AN ON THE GROUND INSTRUMENT SURVEY.
5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES.
6. WETLANDS ARE SHOWN PER SWEETSER REFERENCE PLAN.
7. REFERENCE PLAN: PLAN BOOK 173 PAGE 3.
REFERENCE PLAN: "CERTIFIED PLOT PLAN OF LAND IN WEST YARMOUTH,
MASSACHUSETTS AS PREPARED FOR RACHEL L. MINGOS," DATED MAY 21, 2021,
SCALE: 1'=40', BY PAUL E. SWEETSER, PLS, DENNISPORT, MA.
8. UTILITIES LOCATED BY DIGSAFE.
9. THIS DESIGN PLAN IS TO BE UTILIZED FOR THIS SEPTIC REPAIR ONLY.
10. EXISTING SEPTIC COMPONENTS WERE LOCATED IN THE FIELD.
11. THE PROPERTY IS NOT LOCATED IN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN.
12. THE PROPERTY IS NOT LOCATED IN A NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM AREA.
13. THE PROPERTY IS LOCATED IN A ZONE—X MINIMAL FLOOD HAZARD ZONE.
14. THE PROPERTY IS NOT LOCATED IN A DEP ZONE II.
PROPOSED SEPTIC SYSTEM REPAIR
PREPARED FOR
RACHEL MINGOS
AT
#14 CUTTER LANE
YARMOUTH, MA
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SHALL BE 12•
SET LEWL FOR AT LEAST 2 FT. CONCRETE COVER
•�•. 3 — 5' OUTLET 3'
KNOCKOUTS
18• OUTLET •� ( I 12• MET
s ,•
3
18• 3,
PLAN —SECTION CROSS SECTION
3 HOLE H-20 DISTRIBUTION BOX
NOT TO SCALE
Desian Calculations
Number of Bedrooms: 3 Equivalent to 330 Gal./Day
Garbage Disposal: Not allowed with this design
Septic Tank Capacity Required: 330 gpd x 200% = 660 gpd.
Septic Tank Capacity Provided: Proposed 1,500—gal H-10 septic Tank
Leaching Capacity Required: 330 gpd x LTAR= 446 SF Req'd Area
LTAR for Class I soil at <2 min./inch = 0.74 gal/sq. ft.
Proposed Leaching Structure: 1-30'x15'x0.5' Leaching Field
Bottom Leaching Area Provided = 450 Sq.Ft.
Sidewall Leaching Area Provided = 0 sq. ft.
Total Leaching Area Provided = 450 sq. ft. > 446 sq. ft req'd.
Leaching Capacity Provided =450 sq. ft X 0.74 gal/sq.ft.=333 gpd.
PREPARED BY: A Perfect Environment LLC
dba
Geo—Cape Environmental Consultants
100 Independence Drive, Suite 7-623
Hyannis, MA 02601
Tel: 774-238-1813
Email: aperfectenvironmentOgmail.com
SCALE: 1 "=20' DRAWN BY: TWH DATE: 5 MAY 2023
DATUM: ASSUMED FILENAME:I4CUTTER SHEET 1 OF 3
*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C.
SYSTEM PROFILE
Not to Scale
Existing Dwelling
First Floor=50.93'
Top of Fndn.= 4'
CELLAR '
WALL '
Bsmt. FI.=43.2' `.
Ex. Invert Elev.=4
Septic tank cover must be
within 6" of finished grade
Manhole covers must be
secured at finished grade
=46't
• � Tlss��
Existing invert elevations shall - - - -- - --- - - f-
be verified . • •
PROPOSED
1,500/500 GAL. H-10
SEPTIC TANK/PUMP CHAMBER
(SEE TANK DETAIL FOR TYPE
& DIMENSIONS)
20" DIAMETER
SECURED COVER TO
FINISHED GRADE
t_11, FINISHED GRADE ELEV.-46't
LIFT OUT CHAIN ---..-
INLET INVERT
ELEV = 42.95'
32' OR 330 GALS.
reserve storage
E
48"
a
: ,-
6" of 3/4" - 11/2" Stone
PUMP DETAI
Not to Scale
S ,= 0.01'
5'
3 HOLE H-20
DIST. BOX
D-Box cover shall be
within 6" of finished grade
Provide 2" SCH 40 PVC tee on inlet
LEVEL
irc rt rt x i =44.87' p --44.70
6" OF 3/4"-11 /2" STONE
Provide 4" dia. observation port
to within 3" of grade
Finished grade\over system=2% slope away
L=30' -
- 4" Perforated P.V.C.
Washed
5' STRIPOUT
3/4"-1 1/2" Crushed, Double -Washed Stone
LEACH FIELD
2'
-Min. 2" of.1/8"-1/2" Washed Stone or non -woven
filter fabricl
MIN. (6.2't provided)
'ADJUSTED GW ELEV.=37.82'
IF31l�lE�IF
IE�IBIE�IE91E9IBIE3IE
PUMP
1.
NOTES & SPECIFICATIONS
PROVIDE 1 LIBERTY MODEL LE 41A 4/10 hp, 115 VOLT,
SINGLE PHASE SUBMERSIBLE PUMP CAPABLE OF DISCHARGE
ouTLEr INVERT ELEV-42.95'
CAPACITY OF 80 GPM AT 13.6 FEET TDH, OR EQUAL.
PUMP SHALL BE CAPABLE OF PASSING
A MINIMUM SOLID SIZE OF 2" DIAMETER OR EQUAL.
3/8" WEEP HOLE ABOVE CHECK VALVE
2.
USE LIBERTY SIMPLEX ELECTRIC
(FREEZE PROTECTION)
CONTROL PANEL OUTDOOR MOUNTED W/VISIBLE
2" SWING CHECK VALVE-P.V.C.
ALARM OR EQUAL
3.
PUMP SHALL BE INSTALLED IN STRICT COMPLIANCE
HIGH WATER ALARM ELEV-40.29'
WITH MANUFACTURER'S SPECIFICATIONS.
_
PUMP ON ELEV.=40.12'
4.
ALARM SHALL CONSIST OF AUDIBLE SIGNAL &
RED WARNING LIGHT TO BE INSTALLED IN BUILDING
PUMP OFF ELEV.-39.45'
AND POWERED BY SEPARATE CIRCUIT FROM
CIRCUITS TO PUMP.
5.
DOSE VOLUME=4 DOSES PER DAY= 330 GAL/4 DOSES=82.5 GAL./DOSE
6.
ELECTRICAL PERMIT REQUIRED FOR ALARM & POWER TO PUMP.
7.
ALL OUTDOOR CONNECTIONS TO BE SEALED WITHIN NEMA 4 ENCLOSURES.
8.
THE FORCE MAIN SHALL BE 2' DIA. SCH 40 PVC
FLOOR PUMP CHAMBER ELEV.=36.95'
WITH THRUST BLOCKS INSTALLED, AS NECESSARY.
9.
INSTALL STAINLESS STEEL SLIDE RAIL SYSTEM
AND SIMPLEX DISCHARGE PIPING OR PULL CHAIN OR EQUAL.
CONSTRUCTION NOTES
1. Contractor is responsible for Digsafe notification
and protection of all underground utilities, site features and pipes.
2. The septictank and distribution box shall be set
level on 6„of 3/4"-11/2" 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 Geo-Cape Environmental Consultants.
5. The contractor shall install this system in accordance
with Title 5 of the Massachusetts Environmental Code
and local Board of Health Rules and 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 the design,
the installer shall halt installation and immediately notify
Geo-Cape Environmental Consultants.
7. No vehicle or heavy machinery shall drive over the
septic system unless noted as H-20 septic components.
8. All piping shall be 4" diameter SCH 40 PVC unless otherwise specified.
9. No wells are located within 150' of proposed SAS.
0. Provide 1 1,500/500-gal H-10 Septic Tank/Pump Chamber
and 1 DB-3 H-20 D-Box by Wiggin Precast or equal.
1. Existing cesspools shall be pumped and removed.
2. The designer is not responsible for undocumented septic components.
13. The septic components shall be marked with magnetic marking tape.
14. The Contractor shall provide a minimum of 24 hour notice to the Designer
and Board of Health for as -built inspection of the system prior to backfilling.
15. Install Zabel A1800 effluent tee filter or equal on septic tank outlet tee end.
The effluent tee filter shall be serviced annually and at manufacturer's specs.
16. Provide one 4" SCH 40 PVC observation port to the bottom of SAS
with the top 3" from grade. Provide a screw cap and metal object for easy
17. A five-foot horizontal stripout Of Soil shall be performed around the SAS
and vertically to the C1 layer and replaced with fill meeting specifications of
310 CMR 15.255(3). _:_&&A..
PROPOSED SEPTIC SYSTEM REPAIR
PREPARED FOR
RACHEL MINGOS
AT
#14 CUTTER LANE
YARMOUTH, MA
PERK TEST & SOIL EVALUATION
DATE OF TEST HOLE: APRIL 26, 2023
Performed By: GLEN E. HARRINGTON, R.S.
Witness: JAY GARDINER, HEALTH AGENT
Excavator: SHAWNS' TREE SERVICE
Percolation Rate: < 2 MPI IN C1
Test Hole
No. 1
DEPTH
SOILS
ELEV.
45.92
FI LL
41.09
Ab
LOAMY
SAND
"
10YR5 2
40.59
Bw
LOAMY
SAND
86"
10YR5 6
38.76
C1
MEDIUM -
COARSE
98„
SAND
37.8
120"
122"
2.5Y6 41
35.75
Frimoter Calculation
Reference Well: Mashpee MIW-29
Range: Zone B
Current Well Data: APRIL 2023
Water Level: 7.62'
Adjustment: 1.9'
Therefore adjusted depth to groundwater= 98"
or Elevation=37.82'
ADJ.
G.W.
OBS.
c.w.
Soil Evaluation Certification
I certify that on October, 1995, 1 hove passed the soil evaluator
examination approved by the DEP and that the analysis was performed by
me consistent with the required training, expertise and experience described
in 310 CMR 15.017.
GLEN E. HAFANGTON. R.S.
locating.
IS PREPARED BY: A Perfect Environment LLC
c dba
Geo-Cape Environmental Consultants
100 Independence Drive, Suite 7-623
Hyannis, MA 02601
Q Tel: 774-238-1813
Mt�
Email: operfectenvironment®gmail.com
SCALE: 1"=20' DRAWN BY: TWH DATE- 5 MAY 2023
DATUM: ASSUMED FILENAME: 14CUTTER SHEET 2 OF 3
4-20" DIAM. ACCESS MANHOLES (typ.)
INLET
INLET
6'
STEEL REINFORCED PRECAST CONCRETE
PLAN VIEW
/-4-20" REMOVABLE COVERS (typ.}-�
// y \
'
I'
3' In. clearance'"'.
8' min. min. Inlet to outlet 8' mM
INLET i
-1-2'
T---
T Uquid level
—�
t0' min. „
r
-4-
fS
`.
6,-4
E o
} ••
4'-0' min. .
o� Infee'tal Zabel A180p
Neffluent
�'
Liquid dept .•
I fitter or equal
a o'
J
2' g^
T
—
1 2'-0'
—
OUTLET
THE ACCESS COVER FOR THE SEPTIC TANK INLET MANHOLE AND
DISTRIBUTION BOX SHALL BE WITHIN 6" OF GRADE. THE ACCESS
MANHOLES OVER THE EFFLUENT TEE FILTER & PUMP SHALL BE
SECURED AT FINISHED GRADE.
- OUTLET
INVERT
6' -4"
4'-O" min.
Liquid depth
6'-0'
6' —6. —
CROSS—SECTION END —SECTION
TYPICAL 1500/500 GALLON H-10 SEPTIC TANK/P.C.
NOT TO SCALE
LEACH FIELD PLAN VIEW
NOT TO SCALE
2" 1/8"-1/2"
Double —Washed Stone
or non —woven geo—
textile filter fabric
3'-6" 4'-0" on center ( 4'-0" on center I 3'-6" _
LEACH FIELD CROSS-SECTION
NOT TO SCALE
SAS
LAYOUT
Scale:
1 "=20'
CORNERBOARDS TO CORNER COMPONENTS
A-1 = 14'-2"
B-1 = 19'-3"
A-2 = 24'-2"
B-2 = 10'-11"
A-3 = 25'-10"
B-3 = 48'-8"
A-4 = 24'-0"
B-4 = 26'-8"
PROPOSED SEPTIC SYSTEM REPAIR PREPARED BY: A Perfect Environment LLC
PREPARED FOR dba
Geo—Cape Environmental Consultants
RACHEL MINGOS 100 Independence Drive, Suite 7-623
AT }"gyp Q Hyannis, MA 02601
# 14 CUTTER LANE
T
¢r4� el: 774-238-1813 Email: harr88®hotmail.com
1fT .
�N,TA��Q' SCALE: 1"=20' DRAWN BY: GEHRS DATE: 5 MAY 2023
YARMOUTH, MA DATUM: ASSUMED FILENAME:14Cutter SHEET 3 OF 3