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SITE PLAN
SCALE: 1" = 20'
B.M.=100.00,(ASSUMED)
SITE ON PK NAIL SET
A-\\
"YARMOUTH"
LOCUS
NO SCALE
X 102.70'
##12 BUCHANAN RD 102.9 '
63-96
town water
103
CP
O
##18 BUCHANAN RD
63-97
town water
X
6 Rows of 9 Quick 4 plus
low profile Infiltrator
chambers with geo-grid
below in 36' X 17 field.
0
`l O 0'
102.20 12
� r
r �
EXISTING
INGROUND
POOIL
r r
Top of Pool Wall,
Elev= 102.7'
r �
r
102.70
X 1 2.90'
LEGEND 103P u
_W— Approximate location
water Ilne
-- -18 - Existing contour
Prpump chambe9al. H-10 loading
=�v Approximate Location of
I Existing Leach Pit
(to be pumped and backfilled)
101.70' X Denotes existing spot grade
Test Hole
-o- Utility Pole
1 I
Existing SAS (to be removed)
O O O Proposed 1500-gal H-10 Septic Tank
Proposed contour F
102
�n or
JOHN
iv C 3589
�001]T' (-1'j 1
#67 COOLIDGE RD 1p1 U.P. �( :100.08'
63-93 Q'
town water
X 101.50'
102
X 101.90'
O
'k 100.06'
.��yE�PSt�-�
•+ � gii O
10 5' �ED 1,9el3'
02.93 °DRIVEWAY:- =
50 ',,DRIVEWAY-..-';
1.77,.
2.90' W.S.
a�
J 02.70' �m
/EXISTING 102.50'w
DWELLING // ,,,�': ' 0
First FI. Elev=103.04' X 101.00' gg 97' : �7
catch
� basins
101.90'
O �.
O °s a e°°� 99.89,
100.00'
_ 101.60' B.M.
10, Oyerh X 1OD.10' oassumed
n PK se
}
"oo•.... t
F/ec
52' of 2" diameter force main Te(
,,II 1 cob�e
LOT 47
X 101.36' AREA=15,000± S,F 100 100.13
setbacK U . P ........
geptic
12p.0�'
161 ##79 COOLIDGE RD
45 mil liner at edge of stripout 100 54
town Taftrmouth Health Department
10'
nlgi �, UV' LD
Design Calculations APR 14 20B
Number of Bedrooms: 3 Equivalent to 330 Gal./Day
Garbage Disposal: Not allowed with this design HEALTH DEPT
Septic Tank Capacity Required: 330 gpd X 200% = 660
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 <5 min./inch = 0.74 gal/sq. ft.
Proposed Leaching Structure: 17' X 36' X 0.28' Leach Field.
Bottom Leaching Area Provided = 612 sq.Ft.
Sidewall Leaching Area Provided = 0 sq. ft.
Total Leaching Area Provided = 612 sq. ft. > 446 sq. ft req'd.
Leaching Capacity Provided =612 sq. ft X 0.74 gal/sq.ft.=453 gpd.
PROPOSED SEPTIC SYSTEM REPAIR
PREPARED FOR
BUY IT ALL, L.L.C.
AT
#73 COOLIDGE ROAD
YARMOUTH, MA
04" INLET'POLYLOK SEAL'
1�®
12 in 10 in
INV IN INV PUT
_L J'
2 in
'CONCRETE COVER ( 30 in
04" OUTLET'POLYLOK SEAL'
APPROVED
o _
,.r ...,., Date
7 HOLE H-20 DISTRIBUTION
.y
NOT TO SCALE
GENERAL NOTES fU`�
1. ADDRESS: 73 COOLIDGE ROAD, YARMOUTH, MA
2. ASSESSOR'S NUMBER: MAP 63 PAGE 92. `j r{ DEPT.
3. DEVELOPER'S LOT: LOT #47. Ham'
4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM
AN ON THE GROUND INSTRUMENT SURVEY.
5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES.
6. NO WETLANDS ARE LOCATED WITHIN 150 FEET OF THE PROPOSED SAS.
7. REFERENCE PLAN: L. C. PLAN 25823—D PAGE 1.
8. UTILITIES LOCATED BY DIGSAFE.
9. THIS DESIGN PLAN IS TO BE UTILIZED FOR THIS SEPTIC REPAIR ONLY.
10. EXISTING SEPTIC COMPONENTS SHOWN PER AS—BUILTS ON FILE.
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 AREA.
14. THE PROPERTY IS LOCATED IN A ZONE —II AREA.
PREPARED BY: A Perfect Environment L L C
dba
Geo-Cape Environmental Consultants
100 Independence Drive, Suite 7-623
Hyannis, MA 02601
tr- Tel: 774-238-1813
Email: aperfectenvironment® mail.com
SCALE: 1 "=20' DRAWN BY: TWH 7 APRIL 2023
;'. DATUM: ASSUMED FILENAME:73000LIDGE SHEET 1 OF 3
*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. EXCEPT THE 2" DIAM. SCH.40 FORCE MAIN
3
Existing Building 1 *NOTE: INSTALL TUF—TITE GAS BAFFLE OR EQUAL ON ALL OUTLET TEE ENDS.
Top of
SIDE VIEW
Pump Chamber cover must be
Septic tank covers must be at finished grade
6" below finished grade I
Grade=i 02i Finished rode over system=2% slope
PROPOSED
1500 GAL.
SEPTIC TANK
6" OF 3/4"-11/2" STONE
(typical)
Thrust Block to be provided at change
of direction in force main.
4811
(EFFECTIVE LENGTH)
TOP VIEW
Distribution Box
Cover to be 6" 7 HOLE
Below Finished H-20
Grade. \ DIST. 80
2„
— — L=52'
Inv. elev.= 97.73'
PUMP
CHAMBER
See detail on page 3
Pro osed Finished Grade EL
12' min.
36max
vel 5=0.0 i Jft
10 �(
6" OF 3/4"-11/2" STONE
INSPECTION PORT
INFILTRATOR WATER TECHNOLOGIES QUICK
4 PLUS STANDARD LOW PROFILE CHAMBER
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
CONSTRUCTION NOTES
GEOGRID
(see detail on page 3)
Finished grade over system=2% slope away
LEACHING FIELD
SAS LAYOUT
grade
3.3"
Facility Elev.-101.41' 45 mil liner
Elev.=100.0C
5' (5' Min. required)
Adiusted Groundwater Elev.=96.41'
Scale:
1 "=20'
A
CORNER DWELLING TO
CORNER
TANK,
PUMP
CHAMBER
AND SAS
A-1 =
34'-10"
B-1
= 30'-9"
A-2 =
45'-0"
B-2
= 21'-2"
A-3 =
37'-2"
B-3
= 33'-2"
A-4 =
44'-0"
B-4
= 26'-1"
A-5 =
51'-3"
B-5
= 30'-8"
EXISTING
A-6 =
85'-5"
B-6
= 33'-9"
DWELLING
1
O 0
0
O 0
t
Contractor is responsible for Digsafe notification
and protection of all underground utilities, site features and pipes. PERK TEST & SOIL EVALUATION
The septic „tank and distribution box shall be set
level on 6 of 3/4' —1 1 /2 ' stone. DATE OF TEST HOLE: FEBRUARY 23, 2023
Backfill should be clean sand or gravel with no Performed By. MIKE LEARY, T.L.H. EXCAVATION
stones over 3" in size. Witness: JAY GARDINER, ASSISTANT HEALTH AGENT
This system is subject to inspection during installation Percolation Rate: < 2 MPI IN C1
by Geo—Cape Environmental Consultants.
The contractor shall install this system in accordance
with Title 5 of the Massachusetts Environmental Code Frimpter Calculation
and Local Board of Health Rules and Regulations. Reference Well: A1W-231
If, during installation the contractor encounters any Range: Zone E
soil conditions or site conditions that are different Groundwater Conditions: Normal
from those shown on the soil to or in the design, Current Well Data: February, 2023
g 9 Water Level: 25.8'
the installer shall halt installation and immediately notify Adjustment: 2.6'
Geo—Cape Environmental Consultants. Therefore adjusted depth to GW=102`31"= 71"
No vehicle or heavy machinery shall drive over the = Elevation 96.41'
septic system unless noted as H-20 septic components.
All piping shall be 4" diameter SCH 40 PVC unless otherwise specified.
No wells are located within 150' of proposed SAS.
Provide 1 1,000—gal H-10 "Mono" Septic Tank, 1 1,000—gal H-10 "Mono" Pump Chamber and
1 DB-7 H-20 D—Box by Acme—Shorey or equal.
Existing septic system shall be pumped and removed/backfilled.
The designer is not responsible for undocumented septic components.
The septic components shall be marked with magnetic marking tape for convenient re —location.
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.
Install 2" Schedule 40 PVC tee vertically on inlet of D—box.
Install Zabel A1800 effluent tee filter or equal on septic tank outlet tee. GROU
1
Test Hole
No. 1
DEPTH
SOILS
ELEV.'
102.31
0/A/E
LOAMY
SAND
10YR5 21o1.61
I
Bw
LOAMY
SAND
"
10YR5 6
99.65
71
C1
6
3.
102"
SAND
0% GRAVE
2.5Y6/4
120"
92.31
VADJ. GW
OBS. Gw
PROPOSED SEPTIC SYSTEM REPAIR OF MQ ,� PREPARED BY: A PerFect Envirotoment LLC
dba
PREPARED FOR
,G Geo—Cape Environmental Consultants
BUY IT ALL, L.L.C. E C t 100 Independence Drive, Suite 7-623
AT -�' Hyannis, MA 02601
e�
" .� � � � Tel: 774-238-1813
73 COOLIDGE ROAD 9 �p Email: aperfectenvironment®gmaiLcom
+ SCALE: 1 "=20' DRAWN BY: TWH 7 APRIL 2023
YARMOUTH, MA �NlTAR�P� DATUM: ASSUMED FILENAME:73000LIDGE SHEET 2 OF 3
INFILTRATOR WATER TECHNOLOGIES
QUICK4 PLUS STANDARD LOW PROFILE CHAMBER
TYPICAL BED DETAIL
SECTION VIEW
(NOT TO SCALE)
ESTABLISH VEGETATIVE COVER
NATIVE BACKFILL
777
V..
3411
EXTEND 1' BEYOND
EXCAVATION
INLET
INLET
3-20r DIAM. ACCESS MANHOLES
STEEL REINFORCED PRECAST CONCRETE
PLAN VIEW
3-20' REMOVABLE COVERS
Wet to —Uet
ft
Eg
It
+ i
W
GEOGRID (ISI 14000 OR Tensar BX1100 OR EQUAL)
6 Rows at 17'
THE ACCESS COVERS FOR THE SEPTIC TANK, UDI i f t Calculations (Septic To k
OUTLET DISTRIBUTION BOX AND LEACHING COMPONENT 96.41-93.60= 2.75" in GW
SHALL BE WITHIN 6" OF FINISHED GRADE. Fu=10.17 x 6.08 x 2.75 x 62.4 Ibs/ cu ft= 10,610 Ibs
INSTALL ZABEL A1800 EFFLUENT TEE FILTER Weight of Septic Tank (empty) = 12,000 Ibs
No uplift anticipated.
OUTLET
T
lO._O.
CROSS—SECTION END —SECTION
TYPICAL 1500 GALLON H-10 SEPTIC TANK
NOT TO SCALE
4,-7" (11`
'POLYLOK III BOOTS'
) 024" CONCRETE COVER
04" OUTLET
ILYLOK III BOOTS'
1,000—GAL PUMP CHAMBER
NOT TO SCALE
*Use Acme—Shorey 1000—gal "Mono- Pump Chamber or equal.
SIMPLEX SLIDE RAIL SYSTEM OR
INLET INVERT
ELEV.- 97.98'
74 GAL Reeerce
30'
so•
EXTEND 1' BEYOND
EXCAVATION
PROVIDE 24" C.I. `FAWE & CG.ER
OWED —DOWN FOR .ECURM( OR EOUFi
1�f'xED GRADE ELEV. =Existing
OUTLET IHVERf ElEV.-97.73'
31(8 WEEP HOLE ABOVE CHECK VALVE
FREE2E PROTECTION)
2- SMNC CHECK VAUA—P-V-C.
HIGH WATER ALARM ELOV.-95.a"
PUMP ON ELEV.-95.72'
PUMP OFF ELEV.-95.22'
FLOOR PUMP CHAMBER ELEV.-93.?2'
PUMP DETAIL
Not 10 Scale
PUMP NOTES & SPECIFICATIONS
1. PROVIDE 1 LIBERTY MODEL LE40 4/10 H.P. SUBMERSIBLE
PUMPS CAPABLE OF PASSING A MINIMUM
SOLID SIZE OF 2" DIAMETER, 115V, 1 PHASE OR EQUAL
2. USE LIBERTY NEMA0 SIMPLEX ELECTRIC
CONTROL PANEL OUTDOOR MOUNTED
W/VISIBLE ALARM OR EQUAL
3. PUMPS SHALL BE INSTALLED IN STRICT COMPLIANCE
WITH MANUFACTURER'S SPECIFICATIONS.
4. ALARM SHALL CONSIST OF AUDIBLE SIGNAL &
RED WARNING LIGHT TO BE INSTALLED ON BUILDING
AND POWERED BY SEPARATE CIRCUIT FROM
CIRCUITS TO PUMP.
5. AN ELECTRICAL PERMIT SHALL BE OBTAINED PRIOR
TO INSTALLING ALARM AND PUMP POWER.
6. THE FORCE MAIN SHALL BE 2' DIA. SCH 40 PVC
WITH THRUST BLOCKS INSTALLED. AS NECESSARY.
7. INSTALL SIMPLEX SLIDE RAIL SYSTEM or STAINLESS STEEL PULL CHAIN
Uplift Calculations (Pump Chamber
Fu=8.25 x 5.42 x 3.01 x 62.4 Ibs/ cu ft=8,399 Ibs
Weight of Septic Tank (empty) = 8,200 Ibs
Weight of Soil =5.42 x 8.25 x 2.82 x 9Oibs/ cu ft=11,349 Ibs
S.T. & Soil=19,549 lbs. > 8,399 Ibs of uplift.
No uplift anticipated.
PROPOSED SEPTIC SYSTEM REPAIR ,��IIQF PREPARED BY: A Perfect Environment LLC
PREPARED FOR G Geo—Cape Environmental Consultants
BUY IT ALL, L.L.C. E 100 Independence Drive, Suite 7-623
AT ftl Hyannis, MA 02601
Tel: 774-238-1813
Email: gharr88®hotmail.com
#73 COOLIDGE ROAD •^ { DRAWN BY: TWH 7 APRIL 2023
YARMOUTH, MA FILENAME:73OOOLIDGE SHEET 3 OF 3