HomeMy WebLinkAbout0048 PONTIAC STREET - Health (2) 0017 Z�-;
No. LP, v Fee A,
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zippfltation for VspoBal *pstrm Construction 3permit
Application for a Permit to Construct(i�Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel I JL2 t
taller'sName,Address,and Tel.No esi ner's Name,Addr ss,and Tel.No.
• .-c>Z t_a ,►��.�cvS �n sad-3ld{�•�
CL h am
Type of Building:
Dwelling No.of Bedrooms ii Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) -3--2> gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Natu a of Repairs or Alterations(Answer when applicable)
r.
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
SiLC) Date a' aB
Application Approved by Date al a oZ
Application Disapproved by Date
for the following reasons
Permit No. c;boL,-�- ®-3:7 Date Issued
��-- -------------------------------------------------------------_--_-_----__--_-
R�o No. `�' Fee Lf
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Rpprication for 30isposal *pstem Construction Permit ,
Application for a Permit to Construct(iw) Repair( ) Upgrade�) Abandon( ) ❑Complete System E]individual Components
Location Address or Lot No. 44& Owner's Name,Address,and YN, Tel.No c: ,
s ..
Assessor'sMap/Parcel
-Installer's Name,Address,and Tel.No signer' Name Address,and Tel.No!
�.1..1^!�11�G! _ �P/(,J l d lV�+� �•�.�.'�s-� "' � ,air [z/` t�.ef.��F�1�1�-��(Y/Y1 ,N�l'�
Type of Building:
Dwelling No.of Bedrooms f Lot Size sq.ft. Garbage Grinder( )
` Other Type of Buildings,+ , No.of Persons Showers( ) Cafeteria( )
�+ Other Fixtures -
Design Flow(min.required) 3 �0 gpd Design flow provided 0. gpd
Plan ;a Date - Numbei of s eets -'"Revision Date
Title y. "
Size of Septic Tank, Type of S.A.S.
Description of Soi14,..
r
Nature,of Repairs or Alterations(Answer when applicable)
Q
P i'•1. r .-If^ .J�Ji^'�+-�f J4_ t 4W,1,A•=�` ,I.C:�+S// CA-1 -.L..fA 1 AL/7t1.p
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed-., Date
Application Approved by Date / / Z,o�
Application Disapproved by Date
for the following reasons
Permit No. c9no�— —o—3-2 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(L..+)`'� Upgraded( )
Abandoned( )by
at ( 'C.rr 4, L r .- "./ . ii.a has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit10 ,� '`dated
Installer s. .. r s t i Designer ':is.g ' 6 r.v•a fA ar i:, o i" 5
#bedrooms "' * Approved design flow A 3 :5 6 gpd
The issuance of this permit shall not be construed as a guarantee that the system will function designed. (�
Date Inspector
Inspector
r L/ 1 -
No.,_:�Cal:�_6 3—2 Fee /
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
disposal *pstem Construction Permit
Permission is hereby granted/to Construct( ) Repair(1;.,r Up�ade( .) Abandon( )
System located at +i* / 4�' d N ?f F,: Ix{ .+r„;.:�1�4Ja�A� ! 44
r
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction
must he completed within three years of the date of this permit.
Date c ///// Approved by,_ /
TOWN OF BARNSTABLE
LOCATION LI.�A tP/�Wk L qE, ZA . SEWAGE# QQ,=- [ q
VILLAGE ASSESSOR'S MAP&PARCEL 969., 1?b
INSTALLER'S NAME&PHONE NO. - �
T.
SEPTIC TANK CAPACITY l cco
LEACHING FACILITY. (type) Z—GOD
z®C (size)
NO.OF BEDROOMS
OWNER
PERMIT DATE: Z, Z Z COMPLIANCE DATE: 7 Z
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of ' 'ty) Feet
FURNISHED BY
c� Z
�} Q3
/ 4
6i�
8.3 �z�
Town of Barnstable
Regulatory Services
Richard V. Scali,Interim Director
HARNSTAB>„� Public Health Division
sa39• ���'
639 Thomas McKean, Director
200 Main Street,Hyannis, VIA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: 3/11/22 Sewage Permit# 22- Assessor's Map\Parcel 269/186
Designer: David D. Coughanowr RS Installer: (po k'Avw-."k--V-.
Address: 155 George Ryder Rd South Address: �6
Chatham, MA 02633
Oil 2Co1 22 Anync,c Jam. tvUG KNvas issued a permit to install a
(date) (installer)
septic system at 48 Pontiac Street based on a design drawn by
(address)
David D. Coughanowr, R.S. dated 1/14/22
(designer)
X I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out (if required)was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in compliance with the terms
of the I\A approval letters (if applicable)
OF 1.'d$.3 Or
«` DAVID �. o DAViD ��,
(Ins alier's Signature) L) COUGHANOWIR COUGHANOWi3
No. 1693
� o
okscC''t
(Designer's Signature) miner's Sta
PLEASE RE'rURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICAu
OF COMPLIANCE WhLL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS:
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:\Septic\Dcsigncr Certification Fonn Rev 8-14-13.doc
Ns
THIS IS A o'a -` '; Y,' '• �.•
GARB COLON :.• �_ • �, ''•
ELEVATION 0 G R PLAN t alp �-
OT USE COLOR PLAN ONLY
Y �.O q C•
54.25 OWED FOR INSTALLATION
T P pt\ FULL DETAIL IS BEST �^
O OF FOUND ° VIEWED IN •
FULL COLOR * ' West
Ory�e ,• `� vtHYANNIS. MAI
I
® 53 54 155.13 ft 54
off pH G. G
"
24 In �
WATER LINE
• OAK �`
uT�I G
GAS LINE --`G�
' 00 MFEZ 53 GAS GATE (D
tialrn OVERHEAD WIRE OH
TREE/ I in
UTILITY
LE
PROPOSED SOIL HYDRANT
ABSORPTION
Z. SYSTEM
N W
16 in
m '
OAK -SEE DETAIL •
ON BACK
v 1J • e
/ e e
t as S 212 in
OAK 1L— O T 4 I e.
a
AREA = 11905 sf+— I •
'"°PAVEDt�DRI.VEINAY yL" G PLAN BOOK236 PAGE145
N -
L0 MINIMAL ASSR MAP 269 Pa186
ns� �° ,..L,.• w S GRADING
\ C0 q?) PROPOSED
SEPTIC COMPONENTS
52 162.33 ft t EXISTING
AL
EXISTING LEACH PIT TO BE PUMPED SEPTTIC IC TANK
AND FILLED OR REMOVED. EXISTING
• LEACH PIT/
EXISTING SOIL ABSORPTION SYSTEM CESSPOOL
n n n —REMOVE PLASTIC. THEN FILL AND DISTRIBUTION BOXH
LAN\Uf ABANDONED IN PLACE.
TEST PIT
SCALE: I in = 20 ft
O 20 40 �P`�N OF
*SS9 OF 4mss9
o DAVID D.
p DAVID �yGJ
O 10 20 D.COUGHANOWR N COUGHANOWR 0 SEWAGE DISPOSAL
PRINT ON 11 X 17 in No. 1093 No. 461
%Jrr�rx�.�� ` � SYSTEM PLAN
PAPER FOR PROPER SCALE - 4PpRO�c" duo -TO SERVE EXISTING DWELLING
�FGIST
--
j PAMELA M.
KELLEY
• _ _ OWNERISI OF RECORD
48 PONTIAC STREET
. ` u HYANNIS, MA
THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM 155 Geo Ryder Rd S PROPERTY ADDRESS
DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING Chatham, MA 02633 - --"--" - ---
PLACEMENT OF ADDITIONS, SHEDS, FENCES OR SWIMMING POOLS, OWNER Dovidcou@Hotmoil.<om NUARY 14. 2022
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. DATE _
508 364-0894 Pc. 1/2 joEI# ETE-4623 �ecoe
SOIL TEST L Oo mm : ' D[ S I N) C A L�L,(C�U L A TADOo �15 "1000 ,CAALLOnNI SEPT§C TANK S��Oo/OL ALB SSOo Rp I��00 N
SOIL EVALUATOR: DAVID D. COUGHANOWR, ASE #461 DESIGN FLOW: 3 BEDROOMS X 110 GPO = 330 GALLONS EXISTING ,UNIT DIMENSIONS & DETAIL uSE SHS T PRECAST SONST RU L ION DETAIL
WITNESSED BY: DAVID STANTON, HEALTH DEPT. TANK TO BE PUMPED DRY AT TIME OF INSTALLATION LEACHING DRYWELL
SEPTIC TANK: 330 GPD X 2 DAYS - 66
� NO GROUNDWATER ENCOUNTERED AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL
TEST PIT PERC AT 68 in - 2 MIN/INCH IN C SOILS USE EXISTING 1000 GALLON SEPTIC TANK IF IN NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE. INSTALL TWO DRYWELL 6.50 ft 14.83 ft
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
SOUND STRUCTURAL CONDITION, IF NOT, INSTALL REPLACE WITH A NEW UNITS AS SHOWN
INCHES HORIZON TEXTURE (MUNSELL) MOTTLES NEW 1500 GALLON SEPTIC TANK. WITH UP TO 4 FEET OF " / `~
53.00 ® I500 GALLON TANK 6 /
0-15 Ap SANDY LOAM 10 YR 3/2 NONE FRIABLE DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW. I In - IF CRACKED, ROTTED STONE ALL AROUND. p a')
TAPER ,� _ ® t o
50.33 15-32 Bw LOAMY SAND 10 YR 4/6 NONE FRIABLE SOIL ABSORBTION SYSTEM: OR OTHERWISE a
32-126 C MEDIUM SAND 10 YR 6/3 NONE LOOSE
THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE COMPROMISED. ,; n Y
42.50 A f�� MARK INSPECTION O _
SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES . fit" " ��; c RISER WITH (n 4
PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. 0 4
NO GROUNDWATER ENCOUNTERED MAGNETIC TAPE. r� " al O
TEST PIT 2 - 2 MIN/INCH IN C SOILS THE LEACHING GALLERY DEPICTED CAN LEACH: �� °� "fit N
NOT
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER w
INCHES HORIZON TEXTURE (MUNSELU MOTTLES BOTTOM AREA = 16.5 x 21.33 "� �' TO
53.15 -1/2 (14.83 x 6.3) = 305.23 sq. ft. u) DRYWELL
0-12 Ap SANDY LOAM 10 YR 3/2 NONE FRIABLE Vx SCALE UNIT 21.33 ft
12-30 Bw LOAMY SAND 10 YR 4/6 NONE FRIABLE SIDEWALL AREA = (16.5+6.5+16.12+
50.65 30-132 C MEDIUM SAND 10 YR 6/4 NONE LOOSE 10.20+21.33)x2 = 141,30 sq. ft. �' l
42.15 n TOTAL AREA = 446.53 sq. ft. 8 ft-6 / l(� 500 GALLON DRYWELL
FLOW CAPACITY = 0.74 x 446.5 = 330.4 gal/day A DIMENSIONS INSTALL ONE INSPECTION RISER
& DETAIL TO WITHIN THREE INCHES OF
INSTALL THE LEACHING GALLERY AS CONFIGURED BELOW. INLET OUTLET FINAL GRADE & INDICATE
FLOW CAPACITY = 330.4 gal/day WHICH EXCEEDS THE COVER COVER LOCATION ON AS-BUILT
330 gal/day REQUIRED FOR A THREE BEDROOM DESIGN. Ft
-INSTALLER TO OBTAIN DISPOSAL WORKS 3 IN DROP USE
N ALL COMPONENTS INSTALLED SHALL MEET FLOW LINE
_ —� _. 33 H-10
THE R MI NIMUMO REQUIREMENTS OF K D p O 0 10 in 14 TO 0' in UNIT
p p �p �/ USE SHOREY BUIOLDING In 'I D-BOX I�✓ V
OQS TR§BV T§OIIV BOW DB-3 H2O I
MASSACHUSETTS TITLE S SEPTIC
000DE (310 CMR 15). DIMENSIONS A` PIPES EXITING D=BOX TO RUN`LEVEL 48 in f
-INSTALLER TO VERIFY LOCATIONS OF ALL
AND DETAIL FOR 2 FEET BEFORE.PITCHING DOWN LI0UID GAS % �$ ��
UNDERGROUND UTILITIES BEFORE LEVEL BAFFLE /02 in
T EXCAVATING FOR SYSTEM. a f
-ECO-TECH RAPID RESPONSE RECOMMENDS CROSS SECTION VIEW
2 THE INSTALLATION OF LOW FLOW 6 in STONE BASE lF NEW
L.."`�... C ) MIN INSTALL AN APPROVED GEOTEXTILE
FIXTURES & APPLIANCES, AND PERIODIC
PUMPING OF THE SEPTIC TANK. SEPARATION BETWEEN INLET & OUTLET FABRIC OVER STONE
u') FROM `- TEES NO LESS THAN LIQUID DEPTH
-SYSTEM IS NOT DESIGNED TO WITHSTAND N TANK i TO
VEHICULAR LOADING. DO NOT PARK OR � a CROSS SECTION VIEW x,
DRIVE VEHICLES OVER SEPTIC SYSTEM. � ' ^ i • ° R "( in TO 24 in o
t m
3/4 TO � 3/4 inTO
xm� 28 1 1/2 in GRAVEL e EFFECTIVEm�i 1/2 in GRAVEL
\� 6 in STONE BASE in n + o DEPTH e
21 /� 2� CROSS SECTION VIEW M=� ;..
48 in MAX 58 in 48 in MAX
F L 0p O
TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE 4 in SCH. 40 PVC
EL = 54.25 +— 6 in OF FINAL GRADE
AND TO PITCH AT 1/8 in/ft MIN
53.0
11
J� �
D- oOC 3'
USE H-20 MAX
X'(QST�N0 50.00
0000DaoopooD o �oEXISTING 1000 GALLON PRECAST o vaD D "
o 00000000000
FMC TAN 50.20 °000 °oa o o ao°
DRYWELL
49.35 ooD�aD°000D° D000a°D�oaoo°
ODo OooO°Oo0 Oo�°O000 000
in
EXISTING REFER TO DETAIL BOX ST ONE SOO L �° 18 �SOO If-�DOI� +,
49.52 BASE 49.25
EXISTING bin STONE BASE IF NEW 29 ft 5-12 ft SYSTEM —REFER DETAL BOX O
47.25 In
NO GROUNDWATERTIf BELOW
MOTTLING OBSERVED _ 42.15
SEWAGE DISPOSAL SYSTEM PLAN 48 PONTIAC STREET HYANNIS, MA JANUARY 14, 2022 ETE-4623 PG 2/2