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No. H - A y-/ q/
FEE
L L COMMONWEALTH OF MASSACHUSETTS
CkVBar9 e th,
i il0
+ �� APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
pplication fora Permit to Construct( ) Repair(() Upgrade( ) Abandon( ) - ❑ Complete System dIndividual Components
Location �� (, (� St rte, _ Owner's Name 'U4► m $ tc hA�
Map; Parcel# ��,Z I (�(� Address 1; .(G'I (Ylooi
Lot# I Telephone#
Installer's Name V 4 `mac Designer's Name' C� . '� I
Address 'Y.� �UJ� v 43�} �jG nCIW' l'ry
Address iss e �QO tici�f
Telephone# SOIL qq . ()(05 Telephone# SO t O
Type of Building hey A"A
—•- _. -_ Lot Size sq. ft.
Dwelling - No. of Bedrooms — _ Garbage grinder ( )
Other - Type of Building No. of persons Showers ( ), Cafeteria ( )
Other Fixtures
Design Flow (min. required) 33 o gpd Calculated design flow Design flow provided ? gpd
Plan: Date OCR y 2 Number of sheets _ - Revision Date
Title
Description of Soil(s) e i
Soil Evaluator Form No. & { ( Name of Soil Evaluator Date of Evaluation
I
DESCRIPTION OF REPAIRSORAITERATIONS
i e undersigned to ' tall the above described Individual Sewage Disposal System in accordance with the provisions of Tl= 5 and
further agree;.t not to 1the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed try_•. �� Date—
,
f
r
Inspectio0s
No.
FEE
COMMONWLALTIT OF MASSACHUSETTS
`f �
k
Board of Health, _�m� MA.
t i
CERTIFICATE OF COMPLIANCE
Description of Work: l Individual Component(s) ❑ Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ), Repaired C j, Upgraded ( ), Abandoned ( }
by:
athas been installed in accordance with the proNisions of 310 CMR 15.00 (Title 5) and the approved design plans,,, as -built plans relating to
application No. _ 2 ;; dated �L) i //- j Approved Design Flow (gpd'
Installer
Installer�-
Designer: Inspector: _ Date:
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
FEE
COMMONWEALTH OF MASSACHUSETTS
Board of Health, i , Nm.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct( ) Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
at _ ` as described in the application for
Disposal System Construction Permit No. V - / dated <
Provided: Construction shall be completed withi of the date of the mit. All local conditions must be met.
Fonn 1255 Rer. 5M A.M Sulkin Co. Charlestown, MA Date /J 2 _Board of Health 7
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7'H DFp,-
17 Church Street, Yarmouth Port: Floor Plan
Prepared by Abraham and Michal Grader
10/21 /2024
Basemen Ground Floor Second Floor 1
I
tWt:hen
Master Sitting
Dining
Bedroom ; area
area
Entrance
Battuoom
hall
Bathroom
■'� .
lauiie
Wdk:i
dmel
------
Living
Room
----------------
Foyer
Deck 1
aartfr.;�� Owl*oom
k,
11
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U TU TICKS
WA TER LINE �••
GAS LINE
OVERHEAD WIRE -(off
INSTALLER TO
VERIFY LOCATIONS
OF ALL UNDERGROUND
UTILITIES BEFORE
EXCAVAToNG FOR
SYSTEM.
THIS IS A
COLOR
PLAN
USE COLOR PLAN ONLY
FOR INSTALLATION
FULL DETAIL IS BEST
VIEWED IN
FULL COLOR
04UN ASSUM f
Pg
ELEVATION
lop 4 2.0 6
PROPOSED
rr
94.72 ft 41
VARIANCES
REQUESTED
pLQ
310 CUR 15.221(7)
- COMPONENT /
DEPTH TO FINISH
GRADE. 36 io /
SCALE: 1 in =
20 ft
MAX REQUIRED - VARIANCE TO
46 in -OF COV�B RELJUESTED.
310 CMR 15.21W1 TI
- SOIL AHS"ORPON`,
SYSTEM TO CELLAR WALL. 20 ft MIN
REQUIRED - VARIANCE TO 15 ft
SEPARATION REQUESTED.
o ID 20
PRINT ON 8-112 x 14 in
PAPER FOR PROPER SCALE
LEGEND
SEPTIC COMPONENTS
EXISTING
15GAL ®�
SEPTIC
TANK
DISTRIBUTION BOX ■
TEST PIT
EXISTING LEACHING
SYSTEM TO BE
ABANDONED IN PLACE.
1
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PROPOSED SOIL
ABSORPTION
SYSTEM
-SEE DETAIL
ON BACK
INSTALLER MAY MOVE
VENT PIPE TO A
DIFFERENT LOCATION.
THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM
DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING
PLACEMENT OF ADDITIONS cHFDS FFNCFC na QMULA u Dn— C nw
YARMOUTH. MA �natnom. MA ULb3j
FOR SV 151199 'S CERTIFICATION REFER TO 'SITE PLAN' JE
ovidcouOHOtmOII.com DATrr. OCTOBERL-oc-us MAP IPLSEONaFILE WITHIOTHE YARMOUTHPHEALLTHRDEPARTMENTDILLAC08364 -E
SAIL TE
T LOG -
TEST PIT
i
NO GROUNDWATER ENCOUNTERED
JUNE 2L 1997
PERC AT 70 In - 2 MINIINCH IN C SOILS
SOIL EVALUATOR:
RON CADILLAC
WITNESSED
BY:
RICK JUDD. HEALTH DEPT.
ELEVATION
40.20
36.75
29.20
TEST PIT
2
NO GROUNDWATER ENCOUNTERED
PERC AT 62 In - 2 MINIINCH IN C SOILS
OCTOBER 3. 202
SOIL EVALUATOR
WITNESSED BY:
DAVID D. COUGHANOWR. ASE 1
ARRY LEWIS. HEALTH DEPT.
ELEVATION
41.35
�38.35-
30,02-136-1136
DEPTHSOILUSDA02:
SOIL COLORSOILOTHER
INCHESZONTEXTURE
(MUNSELLIMOTTLES0-18ASANDY
LOAM
X) YR 312NODE
FRIABLE18-41BSANDY
LOAM
q YR S!6
NONE
FRIABLE
4E-132RELC>AAIYSAIDpYR514
NONE
LOOSE
DEPTH
SOIL
USDA SOIL
SOIL COLORTOILOTHERINCHESZON
TEXTUR[
tMIINSELL7MO'TLFS0•-12
ApLOAMY
SAND1DYR3/2NONEFRIABLE
12-36BwLOAMYSANp10YR
51G
NONE
FRIABLE
C
MEDIUM SAND
10 YR 5/4
NONE
LOOSE
9500 c� L�.L�OonNl SCUP7OC, 'rAnNK
DIMENSIONS & DETAIL
USE EXISTING TANK IF STRUCTURALLY SOUND.
PUMP & INSPECT TANK REPLACE WlTH A NEW
AT TIME OF REPAIR 1500 GALLON TANK
�IF CRACKED. ROTTED
rn OR O THERWISE
TA PER COMPROMISED
CID
5 ft-
8 in
NO TOT/0 tl-�� SCALE
INLET OUTLET
CO VER COVER
A,3 IN DAO FLOW LINE
FROM 10 in BUILDING !4U TO
'^ D-BOX
48 inLIQUID GAS
LEVEL BAFFLE
b in STSEPARATION BETWEEN INLET & OUTLET
TEES NO LESS THAN LIOUID DEPTH
CROSS SECTION VIEW
®11STRfBuu 9OII`i BOd�1 UDB-3 H20SE YDIMENSIONS PIPES EXITING D-BOX TO RUN LEVEL
AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN
c / jn %.
12 !nMINull FROM -S c lb
TANK +n Io TO
N SAS
6 In STONE BASE
CROSS SECTION VIEW
-TOP OF FOUNDATION RAISE COVERS TO WITHIN
EL = 42.06 +- /, b in OF FINAL GRADE —
EXISTING
IM GALLON
SEPTIC TANK
REFER TODETAIL BO,
EXISTING 6 InSTO N£ BAS£ IFN£W
DISPOSAL SYSTEM PLAN
'DESIGN FLOW: 3 BEDROOMS X 110 GPD 330 GP
SEPTIC TANK. 330 GPD X 2 DAYS ��GALL 5
USE EXISTING 1500 GALLON SEPTIC TANK IF IN
S D S UCTURAL CONDITION. IF NOT, INSTALL
EW 1500�t ALLON SEPTIC TANK.
)?f54NBilIJ•ON BOX. INSTALL UNIT DEPICTED BELOW.
SOIL ABSORBTION SVSTFI:A,
THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE
SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES
PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT.
THE LEACHING GALLERY DEPICTED CAN LEACH:
BOTTOM AREA = 16.5 x 21.33
-1/2 (14.83 x 6.3) = C3O,512:3 q. ft.
SIDEWALL AREA = (16.5+6.5+16.12+
I0.20+21.33)x2 = 141.30 sq. ft.
TOTAL AREA = 446, sq. ft.
:)W CAPACITY = 0.74 x 446.5 30.4 gQC/dOy
NSTALL THE LEACHING GALLERY AS"�FIGURED BEa_ow
FLOW CAPACITY = 330.4 golldoy WHICH EXCEEDS THE
330 gal/day REQUIRED FOR A THREE BEDROOM DESIGN.
Soon ASSoRPPOH
S YS rEIIt/IVI CONSTRUCTION DETAIL
USE SHOAEY PRECAST 500 GALLON LEACHING DRYWELL
INSTALL TWO DRYWELL 6.50 ft 14,$3 f r
UNITS AS SHOWN
WITH UP TO 4 FEET OF
STONE ALL AROUND. f t•.
I t ,a
MARK INSPECTION p • ..
RISER WITH U')
MAGNETIC TAPE. o � p
— N
0
DRYWELL
UNIT 21.33 ft
SOO GALLON DRYWELL
DIMENSIONS � INSTALL ONE INSPECTION RISER
& DETAIL TO WITHIN THREE INCHES OF
FINAL GRADE IS INDICATE
LOCATION ON AS -BUILT
nb
USE
H-20
5a �n RATED
102 in
cAoss sEcrloly vlEw
INSTALL AN APPROVED OEOTEXTILE—\
FABRIC OVER STONE
r ■
{ B 3/4 In TO ■ 24 n r 314 in TO
1-U2 in OR4V8 ■ EFFECTIVE■ 1-U2 1n GRAVEL
i ■ DEPTH ■
1
~ 48 n MAX 58 In 48 n MAX
N -INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE
STARTING WORK.
� -ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM
REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC
CODE (310 CMR IS).
T ^ECG -TECH RAPID RESPONSE RECOMMENDS THE INSTALLATION
OF LOW FLOW FIXTURES b APPLIANCES. AND PERIODIC
E PUMPING OF THE SEPTIC TANK.
-SEPTIC TANK NOT DESIGNED TO WITHSTAND VEHICULAR LOADING.
DO NOT PARK OR DRIVE VEHICLES OVER SEPTIC TANK.
ALL PIPE TO BE 4 in Sc 40 PVC VENt
AND TO PITCH AT 1/8 Inlft MIN `. PIPE
4L50 � .u, ,�, ,u.
D—� T j ' r ' MAX
USE H-20
37.50
-a
3.3+_
6 in
36.75 STONE
BASE
64 ft
STREET
PRECAST
36.58 d
DRYWELL
-
l;, soli
ABSORPTION
36.50
-REFER TO
-!0 ft
SYSTEM
�34.513
DETAIL BOX
NO GROUNDWATER
MOTTLING OBSERVED
YARMOUTHPORT, MA OCTOBER 4. 2024 ETE-
w
0
`T' BELOW
—29.20
PG 2/2