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s. ; LOT 196
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i - + HIGH POINT ELEV= 30.5'
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.: NOTE:TOP OF FOUNDATION IS 3.5' AHOVEy
.t • • ••'THE HIGH POINT OF THE ROAD. . JOB ii 00-69
`: 'CERTIFIED PLOT PLAN . PREPARED FOR :
:LOCATION : ASES MAP 78 PAR 9
••# n 2 ?;168—CAPTAIN NICKERSON ROAD REEF REALTY
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SCALE . - 40' . . 1 -
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' REFERENCE : LOT 197 PLAN BOOK 192 PAGE 1' . 1 =*,�9� ,pI{Iy
• I HEREBY CERTIFY,THAT THE STRUCTURE • I JUN 1 3 2001 o ,,�
SHOWN ON THIS PLAN IS LOCATED ON THE
GROUND AS SHOWN HEREON. 1�Jo.36859 0
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DEMAREST-MCLELLAN ENGINEERING ! . 414,0„..02. 1
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24 SCHOOL STREET P.O. BOX 463
WEST DENNIS. MA. 02670-0463 JUNE 12. 2001 A, IV
(508) 398-7710 DATE P•.^ a.�T.NAL LAND Sqk YOR •
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MORTGAGE INSPECTION PLAN 22-07411
I -:LOCATION:168 CAPTAIN NICKERSON ROAD ", ,-V E u BOSTON
CITY,STATE:SOUTH YARMOUTH,MA SURVEY, INC.
1 APPLICANT:CURLEY&CASEY FEB 2$2
d P.O.BOX 290220
CERTIFIED TO. CHARLESTOWN.MA 02129
DATE:08.22-2022 - T(617)242-1313;F(817)242-1818
WWW.BOSTONSURVEYINC.COM
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LOT 196
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CAPTAIN BESSE ROAD
L iCNEDym .,
APR 9 d 2023
HEALTH DEPT.
SCALE:1a=30'
FLOOD DETERMINATION REFERENCES
AmsdingroFedaalErneWcyManaBmlrnlAg"Cymays,toe DEED REF:34681/312 - --
majorimpinvonevo on thisP'openyfiltinanareadeaignatedas PLAN REF:192/129 �,�E,Pok OFIM
ZONE:X
COMMUNITY PANEL No.25001C0587J �i� GEORGE �
EFFECTIVE DATE:0 711 612 01 4 NOTE:To show en accurate scale this plan must beprinted v C. N}
ou le,od',ta jutpm.f7S^a 14°) ( COLLINS 1
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The perouuenc a rucorrea are approximately looted on the ground as shown. They either conformed to the setback re9)oem®ts /
of the local zoning ordinances in effect at the time of construction,or can cxumpt firma violaow ant
xenon under /�es Oar, r
MOLL Title VL,Chapter 40A,Suction 7,and that are no mcroaehments of major improvoumae across properly linen except as /--
shown cod noted hereon. _—
This is out a boundary or title insurance survey.This plan should not be used for construction,recording purposes or vcrifiatlw George C.Collins,PLS
of property lines.
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IdOLLVNINDE TLIIQ 00071
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Existing Dwelling
T.a.F.=
CELLAR
WALL
Ex. Invert Elev.=47
SYSTEM PROFILE
Not to Scale
*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. 3 HOLE H-20
DIST. BOX
D—Box cover shall be
within 6" of finished grade
Existing Grade =49't y
S = 0.02'
---_-------------------- - - ---
Septic tank covers must be
within 6" of finished grade
S=0.01'/FT.
PROPOSED u 34'
1,500 GAL. H-10 P=46.85'
SEPTIC TANK )p=4
P=47.61' P=47.02'
6" OF 3/4"-11/2" STONE
6" OF 3/4"-11/2" STONE
Finished grade over sy3tem=2% slope away Existing Grade = 49't
One chamber cover shall be
within 6" of finished grade
END _0111
3/4"—1 %" Double —Washed Stone H —10
LEACHING CHAMBERS
8' ;. O 0 0 3.
..
a.s
SAS LAYOUT
PLAN VIEW
NOT TO SCALE
i2' mi"•� One chamber cover shall be
36" moA within 6" of finished yr de
C3 C3 C3 0 C3 c
3=C3 C3 C3 00
3/4'-1 " Double -Washed Stone
H-10
LEACHING CHAMBERS
CROSS—SECTION
2
3
4
5
Q
7
I
11.
12.
13.
14.
CONSTRUCTION NOTES
Min. 2"-1/8"-1/2" Double -Washed Stone
or yeo--fewtile fNter 'Inth
ou of SAS
Min.
Facility Elev.
Contractor is responsible for Digsafe notification
and protection of all underground utilities, site features and pipes.
The septic tank and distribution box shall be set
level on 6" of 3/4"- 11 /2" stone.
Backfill should be clean sand or gravel with no
stones over 3" in size.
This system is subject to inspection during installation
by Geo-Cape Environmental Consultants.
The contractor shall install this system in accordance
with Title 5 of the Massachusetts Environmental Code
and local Board of Health Rules and Regulations.
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.
No vehicle or heavy machinery shall drive over the
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 1,500-gal H-10 Septic Tank, 1 DB-3 H-20 D-box
and 3 H-10 500-gal concrete chambers by Wiggin Precast or equal.
Existing cesspools shall be pumped and removed.
The designer is not responsible for undocumented septic components.
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SHALL BE 12• --
SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER
I
1 - 5' OUILET —
IQIOCKOUTS
Is ouneT I 12' INLET
s. -Q-B. _
PLAN -SECTION CROSS SECTION
3 HOLE H-20 DISTRIBUTION BOX
NOT TO SCALE
Double —Washed Stone
or geo—textile filter cloth
TOD of SAS=47.10t'
Invert Elev.=46.30'
24"
Bottom of Leach Facility Elev.=44.3
5' Min. (7t' PROVIDED)
Bottom of Test Hole Elev.=37.35'
D`N
EX15�1N� B
i
A
4
l O o
SAS LAYOUT
Scale: 1 "=20'
CORNERBOARDS TO CORNER COMPONENTS
A-1 = 16'-9" B-1 = 55'-1 1 "
A-2 = 20'-7" B-2 = 45'-9"
A-3 = 33'-4" B-3 = 34'-8"
A-4 = 66'-10" B-4 = 18'-9"
PERK TEST & SOIL. EVALUATIONI
DATE OF TEST HOLE: MARCH 15, 2023
Performed By. MIKE LEARY, T.L.H. EXCAVATION.
Witness: PHILLIP RENAUD, HEALTH INSPECTOR
Percolation Rate: < 2 MPI IN C1
PERK TEST
DEPTH: 36"-54"
BEGIN SOAK: 02:55pm
END SOAK: 3:10pm
TIME 9"-6": 2.5 MIN.
USE <2 MPI FOR DESIGN
Y
a
54
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.
Test Hole
No. 1
DEPTH
SOILS
ELEV.
49.08
7
LOAMY
SAND
10YR4 2
48.42
Bw
LOAMY
SAND
4"
10YR5 6
46.25
C1
MEDIUM
SAND
81"
2.5Y7 4
42.33
C2
COARSE
SAND
0% GRAVE
2.5Y6/4
120"
39.08
Test Hole
No. 2
DEPTH
SOILS
ELEV.
48.85
LOAMY
SAND
10YR4 2
48.35
Bw
LOAMY
SAND
"
10YR5 6
46.35
C1
MEDIUM
SAND
"
2.5Y7 4
a4.43
C2
COARSE
SAND
0% GRAVE
138"1
2.5Y6/4
37.35
NO GROUNDWATER ENCOUNTERED
PROPOSED SEPTIC SYSTEM REPAIR
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PREPARED BY: A Perfect Environment PLC
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PREPARED FOR
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Geo—Cape Environmental Consultants
MICHAEL CURLEY
A N
100 Independence Drive, Suite 7-623
Hyannis, MA 02601
AT
Tel: 774-238-1813
Email: operfectenvironment®gmail.com
SCALE: 1"=20'
DRAWN BY: TWH
DATE: 17 MARCH 2O23
—
#168 CAPTAIN NICKERSON ROAD
�,� �i�S�E
MfTAt��
DATUM: ASSUMED
FILENAME: 168CAPTNICKERSON
SHEET 2 OF 2
YARMOUTH, MA