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No._ �C 2_4 S`(
FEE E�5--
COMMONWEALTH OF MASSACHUSETTS
dcl
Board of Health, " i�1 j_q
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) Repair', ) Upgrade( ) Abandon; ) - ❑ Complete System ❑ Individual Components
Location
Map/Parcel#
Lot# ,� d i
Installer's Name
Address L
Telephone# tj 1 L -a1Ut / ~1,y Z ^,r
Type of Building 1 ��!c••
Dwelling - No. of Bedrooms
Other Type of Building _
Other Fixtures
Owner's Name
Address 3?
Telephone# " j '� S
Designer's Name
Address 6 no e
- ti/1�r
Telephone* 1Q ? r r
No. of persons
Lot Size
sq. ft.
Garbage grinder ( )
Showers( ), Cafeteria ( )
i
Design Flow (min. required) 3 3 J gpd Calculated design flow Design Flow provided - 33�. cJ-� gpd
Plan: Date Number of sheets _ Revision Date
Title t1 ', W \ l 1G m t lr,,ttr
Description of Soil (s)
Soil Evaluator Form No. — (-1 - Name of Soil Evaluator ate of Evaluation,i_. 4V
DESCRIPTION OF REPAIRS OR ALTERATIONS t1c. 4 J
The undersigned agrees to infta hove described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further t the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Date 6
Inspections
COMMONWL LTLIOF 6 1 � FEE S
MASSACHUSETTS
Board of Health, _ MA.
CERTIFICATE OF COMPLIANCE
Description of Work: alldividual Component(s) O Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructed (4-, Repaired (,,y, V-pgraded ( ), Abandoned ( )
by:
has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. dated Approved Design Flow-' gpd)
Installer
Designer: _ Inspector: Date: / t
r _
The issuance of this permit shall not be construed as a guaran that the system will function as designed.
No.
FEE
COMMONWEALTI-I OF MASSACHUSETTS
Board of Health, Vft Q_ i MA.
DISPOSAL SYSTEM "ONSTRUCTION PERMIT
Permission is hlereby granted to; Construct(wt,-Repair( Upgrade( ) Abandon( ) an indhidual sewage disposal system
at t OJ6 C`jt as described in the application for
Disposal System Construction Permit No. - `� f- bR dated.
%�,�r
Provided: Construction shall be completed within he date of tbi& rmit. All local conditions mast be inet.
Farm 1255 Rev 5/96 A.M. Sulkfn Co Ckkr1Wo A MA Date j _ � 1 � ! /_ Board of Heal j
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LEGEND
SEPTIC COMPONENTS
EXISTING
1000 GAL
SEPTIC TANK
DISTRIBUTION BOX 0
TEST PIT Q
EXISTING SOIL
SYSTEM TO BE
IN PLACE.
MAY 1 d 70 r
HEALTH DEFT.
ABSORPTION
ABANDONED
PROPOSED SOIL
ABSORPTION
SYSTEM -
SEE DETAIL
ON BACK
20
I
1
. Fri
SHED, se pitio
ti
LOOT 201
AREA = 13817 sf+- \
LAND COURT PLAN 30561—B
A55A MAP 58 PCL 174 \
<®
F
a
20 F�
♦
♦ EXISTING
CONTOUR
�? (TYPi
•B�
fr
♦
PLAN
SCALE! 1 in = 20 ft
S.0 a..
O 20 40
0 10 20
PRINT ON 11 x 17 in
PAPER FOR PROPER SCALE
THIS PLAN IS INTENDED SOLELY FOR .NSTALLATION OF THE SEPTIC SYSTEM
DEPICTED ON IT FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING
PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR.
THIS IS A
COLOR
PLAN
USE COLOR PLAN ONLY
FOR INSTALLATION
FULL DETAIL IS BEST
VIEWED 1N
FULL COLOR
UTILITIES]
WATER LINE --D--
WA TER GATE O
GAS LINE
GAS GATE O
OVERHEAD WIR UA
UTILITY$ DRAIN IM
POLE
MIN�MAL
GOADING
PROPOSED
Dep$1'tMant
DAVID
D.
No. 1093
3 YARMOUTH. MA
x a Flesn
�a 3 Broox Rom R
Veer
Y A g Pip y
P�`
^ s,
dG
p 7 OJ�K
P 6
ry9 P � f
P
f
LOCUS MAP
H
® JCS DATUM ASSU,yf0 cS.
ELEVATION 1
20.97
F FW4D c
DAVID 'GJ\
D.
N CO
[(
UGHANOWR N
)-fNo. 461
Tt
FOR SURVEYOR'S CERTIFICATION REFER TO 'CERTIFIED PLOT PLAN'
DATED 0911812021 SIGNED AND STAMPED BY ROBB SYKED RPLS ON
FILE WITH THE YARMOUTH BUILDING DEPARTMENT
SEWAGE DISPOSAL
SYSTEM PLAN
• • I TO SERVE EXISTING DWELLING
•' KAREN PIKE AND
' I WILLIAM MEYER
r ' ' OWNER(S) OF RECORD
33 SHALLOW BROOK RD
155 Goo R or Rd s YARMOUTH, MA
PROPERTY ADORESS
Chatham, MA 02633
Dovidcou®HotmalLcom DATE APRIL 19, 2024
/.
0 L T F=,S-T
LOG
''
"
SOIL EVALUATOR:
DAVID D. COUGHANOWR, iASE 0461
WITNESSED BY: 'BARRY LEWIS. HEALTH DEPT.
TEST PIT
1
\1NpC
GROUNDWATER NIINCCHrIN
EESOILS
AT60n-
C
E4EVATION
19.85
�8585
NEST PIT
2
NO GROUNDWATER ENCOUNTERED
- 2 MINIINCH
IN C SOILS
LE V ATION
17.61
$.95
DEPTH
INCHES
SOIL
HORIZON
USDA ll
TE%TURF
SOIL COLOR
IMUNSELLI'
SOIL
MOTTLES
OTHER
o-a
a-15
AID
LOAMY SAND
>Q YR 312
NONE
FRIABLE
15-33
Bw
LOAMY SAND
10 YR 516
NONE
FRIABLE
33-120
Cl
MEDIUM SAND
10 YR 6I4
NONE
LOOSE
DEPTH
INCHES
HORIZON
USDA SOIL
tENTURE
SOIL COLOR
(MVNSELU
SOIL
MOTTLES
OTHER
0-10
AID
LOAMY SAND
10 YR 312
10-26
Bw
LOAMY SAND
10 YR 5/6
NONE
FRIABLE
28-96
Cl
MEDIUM SAND
10 YR 6/4
NONE
FRIABLE
9G-132
C2
FINE SAND
a YR 613
NONE
LOOSE
IC
E-XISTING UNIT --- DIMENSI S_ & DETAIL
TANK TO BE PUMPED DRY AT TIME OF INSTALLATION
AND EXAMINED FOR STRUCTURAL INTEGRITY. !N AL
W PVC OUTLET TEE EQUIPPED W..ITH A GAS BA E.
R PLACE A NEW
I in ALLON TANK
TAPER F CRACKED, ROTTED
OR OTHERWISE
COMPROMISED.
co
NOT
TO
SCALE
NO
8 ft-6 1n A Et
INLET OUTLET
COVER COVER
3 IN DROP
FLOW LINE
FROM IO In - t4 TO
E!.'ILDINGU
j^ D—BOX
48 in
LIQUID GAS
LEVEL BAFFLE
6 in STONE BASE IF NEW
SEPARATION BETWEEN INLET & OUTLET
TEES NO LESS THAN LIQUID DEPTH
CROSS SECTION VIEW
DR TRllB �fIO!!V BOXUSESHORE
H20Y
DIMENSIONS PIPES EXITING D-BOX TO RUN LEVEL
AND DETAIL FOR 2 FEET BEFORE PITCHING DOIV YW
12 In
MIN
FROM = = �
N TANK In TO
O; SA S
0
b in STONE BASE
21 2 CROSS SECTION VIEW
DESIGN FLO 2 BEDRO S X 110 GPD = 20
SEP1IC TAB 22O._GPD X 2 DAYS 440 GALLCZ
ING 1000 GALLON SEPTIC TAAfC IF +#
SOUNDS TIRAL CON INTICNI: 4F NGT. INSTALL
NEW 1500 GALLON SEPTIC TANK.
DISTRIBUTION -BON(: i-NsrAt-L--uN•I-DEPICTER BELow.
SOIL ABSORBTION SYSTEM:
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 24 ft x 12.5 ft x 2 ft LEACHING GALLERY
DEPICTED BELOW CAN LEACH:
BOTTOM AREA = (24 x 12.5) = 300 sq. ft.
SIDEWALL AREA = (24+24+12.5+12.5)x2 -146`s f4<
TOTAL AREA = ft.
FLOW CAPACITY = 0.74 x 446 r- 330.04 doy
INSTALL A 24 ft x 12.5 ft x 2 ft GAL'U RY �AS'tONFIGURED
BELOW. FLOW CAPACITY = 330.04 gal/day WHICH EXCEEDS
THE 220 galiday REQUIRED FOR A TWO BEDROOM DESIGN.
SOM AB SOft'�l>� r§O§Y
Y, jl'EM CONSTRUCTION DETAIL
USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL
DRYWELL �4 0 rT
UNIT
m
�w
M
�w
I
STONE
3.5 ft 8.5 ft ft 5 ft
�8.5
500 GALLON DRYWELL
DIMENSIONS & DETAIL INSTALL ONE INSPECTION
�L/SFl ® RISER TO WITHIN THREE
INCHES O FINAL GRADE
E
6 INDICATE LOCATION
H- ON AS -BUILT
UNI
33
ir.
5
102
CRO55 SECTION VIEW
INSTALL AN APPROVED OEOTEXTILE
FABRIC OVER STONE
■ O ■
28 314 In TO ■ 24 rn ■ 314 in TO
1-112 In GRAVEL ■ EFFECTIV ■ I_V2 In GRAVEL
rA r DEPTH ■
6 58 in
150 in
-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 15).
-INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND
UTILITIES BEFORE EXCAVATING FOR SYSTEM.
-ECO-TECH RAPID RESPONSE RECOMMENDS THE INSTALLATION
OF LOW FLOW FIXTURES & APPLIANCES. AND PERIODIC
PUMPING OF L lf_SUILC IANK-
SYSTEM -IS NOT DESIGNED TO WITHSTAND VEHICULAR -LOADING.
DO NOT PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM.
[L o W � R
TOP OF FOUNDATION RAISE COVERS TO WITHIN { ] j ALL PIPE TO BE 4 in SCH. 40 PVC
��-- AND TO PITCH AT 118 inlft MIN
E' 20.E + 6 in OF FINAL GRADE -
20.0
41000' -pit D-fax MAX
EXISTING �Y
17.40
EXIS TING 1000 GALLON ' PRECAST bob o�ao
0
��I�TIC �i�NI� 17.70 _ DRYWELL
6.83 ,.
EXISTINGI REFER TO DETAIL BOX 17 00 STONE 1 SO®L ABSORPTDO fN
BASE 6.6 ������ REFER TO
EXISTING a;;. sronrF aASE_,F n+ew DETAIL BOX o
3 5 f t 15 72 f r LO
- _ NO GROUNDWATERTy
1 14 MOTTLING OBSERVED - Y -- 8-95