HomeMy WebLinkAbout0131 CEDAR STREET - Health 131 Cedar Street
Hyannis
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TOWN OF BARNSTABLE �9C=
LOCATION SEWAGE # �! �
�('T LAGE (5 j ASSESSOR'S MAP & LO `
INSTALLER'S NAME&PHONE NO. L--t6kk �►� - `Sy;? 4� tr yaay
SEPTIC TANK CAPACITY 20
LEACHING FACILITY: (type) A'''S `f'"` (size) Y X CoO /
NO. OF BEDROOMS 3
BUILDER OR OWNER A IN 1 /"&rvi rvt t tJJ t(t(CVA.S
°a
PERMITDATE: COMPLIANCE DATE:
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) Ny Feet
Edge of Wedand and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) y° Feet
Furnished by
A
y s`
At 93, 3
M 3
Aq .3-7•
No, o 15 / _ Fee—f—�
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZIppiication for 30igool bpztem Cottgtruction Permit
Application for a Permit to Construct( , )Repair Upgrade( )Abandon( ) O Complete ystem ❑Individual Components
Location Address or Lot No. 131 Cediv_ STYee-1 Owner's Name,Address and Tel.No.
A-in t rd�,'rligrH ry1z�.vi 01 r e►✓rnf
Assessor's Map/Parcel t j ,
2 Ll C10 u�hT3
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
�V�Wr4Q.v'1 �@ ��' `iNsLi1S
p�-•3ox -��3 J
Type of Building:
Dwelling No.of Bedrooms Lot Size 1_7 b SO sq.ft. Garbage Grinder( )
Other Type of Building S i n> t Gam_No.of Persons Showers( ) Cafeteria( )
Other Fixtures I
Design.Flow 330 gallons per day. Calculated daily flow 13 3 gallons.
Plan Date 3 2 2cv o�� Number of sheets / Revision Date
Title 12/ ce_4bt 5 f
Size of Septic Tank /,-o o 44/• Type of S.A.S. D S7®n e
71
Description of Soil; &442
I
Nature of Repairs or Alterations(Answer when applicable) /rdO �#V/ 1,-oo)k L cYzc4 TeIC
_t
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 Certifi-
cate of Compliance has b ed by thi and of Health. _
Si ned Date. 'Y'Lvc�s�
Application Approved b Date Jr'
Application Disapproved for the following reasons
Permit No. 200 ��� Date Issued j
i
No. f Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, M'ASSACHUSETTS
01pprication for 30igpool *pgtem Con0ruction Permit
Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) El Complete System O Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:
Dwelling` No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other 'Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design.Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
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 Certifi-
cate of Compliance has been issued by this Board of Health.
Signed Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued
Fee ZZQ Li"
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yeses'
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
" 1pplication for 30iopoml *p5tem Cou!6tructfon Permit
Application for a Permit to Construct( . )Repair(,/)Upgrade( )Abandon( ) O Complete System ❑Individual Components
Location Address or Lot No. 1-�' t?G�v1i2 r'�(eel Owner's Name,Address and Tel.No.
vt4�
/'tr t / Gvrtl�e?ri=r /j'I<fw�1�� Airlf
Assessor's'Map/Parcel i f / , /C-f r* L.
32L
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Vc nt CiP.e i .rr/t� F}
-7�3
i eAAA G2<-
Type of Building:
Dwelling No.of Bedrooms Lot Size t'-t k, > sq.ft. Garbage Grinder( )
Other 'Type of Building :t: . , ,,;:I- No.of Persons--� Showers( ) Cafeteria( )
Other Fixtures f
Design Flow a gallons per day. Calculated daily flow 3 3 k�) gallons.
Plan Date 1 /x /2 t c%k Numberof sheets / Revision Date
Title 12 C 1/41 i✓
Size of Septic Tank 1 C.m., Q A J. Type of S.A.S. .<�. i.,+ I n r
y r
Description of Soil o l/r „
Nature of Repairs or Alterations(Answer when applicable) /S rw e01
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 Certifi-
cate of Compliance has been-issued by this-Board of Health.
Signed r- r r
t_ Date
Application Approved by Date _
Application Disapproved for the following reasons
Permit No..�a n/'"'3 Date Issued 00
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed )Repaired (" )Upgraded( )
Abandoned( )by r' -J,
at_ _-/ ? / r _d Al r 4 f!r . s has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer ....11-c e1i k Bart'S r, Designer..--- 2e/I r
The issuance of this pe" t shall not be construed as a guarantee that the system will function as designed.
Date f inspectors
No. 0c r S � Fee Arlo
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Zitpozal *pg;tem Construction Permit
Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( )
System located at 1,71
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit. .
Date: f j Approved by,
of Town of Barnstable
Regulatory Services
anxxsrnar�. s
MASS. g Thomas F. Geiler,Director
°i Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Designer Certification Form
Date: 7
Designer: ��
Address:
On was issued a permit to install a
(date)/ (installer)
septic system at 13( Ge d A 2 V Q eAt based on a design I drew,
(address)
dated 3, Z Z O o e
IZ-'/certify that the septic system referenced above was installed substantially
according to the design.
I certify that the septic system referenced above was installed with changes but in
accordance with State & Local Regulations. Revision or certified as-built by
designer to follow.
OF Af4s�v
�T ?off TIMOTHYR.
��,
BENNETT ti
No.36858
L�
(Designe s Signature) (Affix Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.
CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS
FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE
PUBLIC HEALTH DIVISION. THANK YOU.
Q:Health/Septic/Designer Certification Form
YOU WISH TO OPEN A BUSINESS?
For Your Information: Business certificates (cost$40.00 for 4 years . A,business certificate ONLY REGISTERS YOUR NAME in town (which you
must do by M.G.L.-it does not give you permission'to operate.] You must first obtain the necessary signatures on this form at 200 Main St., Hyannis.
Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is
required by law.
DATE:k A A � Fill in lease:
$ APPLICANT'S YOUR NAME/S: G 01 i U p
` -,
" BUSINESS YOUR HOME ADDRE S: I - t-
TELEPHONE # Home Telephone Number -
.NAME OF CORPORATION: < C: ('
NAME OF NEW BUSINESS TYPE OF BUSINESS II
IS THIS;A HOME OCCUPAT Y NO
ADDRESS OF BUSINESS M>4 MAP/PARCEL NUMBER - (Assessing) `.
When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of
Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200.Main St. - (corner of Yarmouth
Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally open"ate your in this town.
1. BUILDING CO MISSIO ER'S OF!��i
E
This individ al ha n iR-or quirement that pertain to this type of business.
//ll u orized Signat *
COMMENTS: V
2. BOARD OF HEALTH
This individual ha b e rfir q���dj pf he permit requirements that pertain to this type of business.
Authorized Signature*
COMMENTS:
3. CONSUMER AFFAIRS(LICENSING AUTHORITY)
This individual has been informed of the licensing requirements that pertain to this type of business.
Authorized Signature**
COMMENTS:
t TOWN..
OF B. ARN . m STAB ,E
L E G
L. OCATION
e SEWAGE #
VILLAGE ,YWctn A c g
,ASSESSOR'S MAP & LO
INSTAI,J.ER'S NAME&PRONE IVO. .: t '
SEPTIC TANK CAPACITY �S'00 f f 20
LEACHING FACILITY: (\\type
NO.OF BEDROOMS (size)
BUILDER OR OWNER M
C. t Wi;S
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �v Feet
Private Water.supply Welland Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist �0 Feet
within 300 feet of leaching facility)
,. v°
Furnished by
Feet
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10'-63" 11'—O8" OLL 2 Q
4 W uj _
71-04"
0 Z Q
BEDROOM #2 10'-94" BEDROOM #3 W W
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24'-64" 11'-11" DN,
2 SQ 2'-1016"
z 0
O BATH REMODELING O O
BATH #1 Q '-
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BEDROOM #1 TILE FLOOR
Z
6'-42" 1" sHawER O O
16'-52 W
to
Job
001 /2019
Escale
1/4" : V
Revision Date
QS SMOKE DETECTOR 02/11/2019
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21
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131 CEDAR ST, HYANNIS, MA
----------------- ------------------ ------- ------
DESIGN CALCULATIONS
CAPACITY REQUIRED RESIDENTIAL
8
DESIGN FLOW.
EDGE OF PAVEMENT cjC
3 BDRMS 0 110GPD/BDRM 330 GPD
CAPACITY PROVIDED:
�3 SEPTIC TANK:
DESIGN FLOW =330 Gal/Day
X 200%
REQUIRED SIZE 660 GGIIDGY
SITE
-)3
(40' WIDE PUBLIC), SIZE PROVIDED 1,500 Gal/Doy
CEDAR STREET
PL. BK.#228 PG. #63
LEACHING FACILITY.
DESIGN PERCOLATION RATE: S2 MPI
SOIL TEXTURAL CLASS: CLASS I
LONG TERM ACCEPTANCE RATE (LIAR): 0.74GPD/SF
LOCUS NOT TO SCALE
OF PAVEMENT 240 SF
EDGE BOTTOM AREA: 60' X 4!
510E AREA. 60`x1.75x2 210 SF
TOTAL AREA= 450SF
GV x LTAR 0.74 Gal/Day/SF
TOTAL CAPACITY = 333 Gal Do
SYSTEM IS NU DESIGNED FOR A GARBAGE GRINDER
101 LEGEND
LOT # 5 > El CONCRETE BOUND
W 36" DBL OAK AREA 8276± Sq; Ft.
_j COL) UTILITY POLE
v. W
0" MAPLE,� ��
>
(3 DE ELECTRIC METER
Z
T 0
10.4
TP
16' SHRUB
TEST PIT
SHRUBS
PT
>1
PERCOLATION TEST
00 -100- - EXIST. CONTOUR
k 20.8 WILLIAM F. & ANNA T.
CD
30" E�M >
1/2- HANDLE X JOHNSON OVERHEAD WIRES
OHW
TEE 00
4" SANITARY
to
Uj EXISfING ow
L= 10' W WATER LINE
0 2 STORY 3" ELM
WOOD PRAME
18" FILTER M 0
CARTRIDGE Z 0 S
10' MIN. WATER SHUT-OFF
CKO
4" SEWER
PIPE
H EXISTING
CESSPOOL FENCE
0
Z (SEE NOTE 11)
4. Z
FILTER
GASKET PROPOSED BIH
=F GAS GAS LINE
1,500 GALLON
3 SHRUB�
W SEPTIC TANK
GV
GAS GATE
ZABEL A1800 RESIDENTIAL SEPTIC TANK GAS BAFFLE 0
EFFLUENT FILTER SPECIFICATIONS
APPLICATION: SINGLE FAMILY HOMES. 0 LLJ
. SHOWER STALL
FLOW RATE: 800 GPD. 0)
INSTALLATION: THE A1800 EFFLUENT FILTER 99 - - -- - -
Do W
CARTRIDGE WILL FIT ANY 4" SANITARY TEE AND< EXIST. C.B. D L F.
SEWAGE PIPE USE AS A SEPTIC TANK OUTLET 0
BAFFLE. EXTEND THE SEWAGE PIPE AT LEAST n - - - --- ---- Z BRACKEN,JR,
ONE INCH BELOW THE BOTTOM OF THE FILTER 0 -0) FLOOD ZONE:,
CARTRIDGE GASKET.
ENTIRE SITE IS LOCATED.
-221-5742 AR' 'QUESTIONS: CALL 1-800 ,, ,DRIVE IS GE' IN FLOOD ZONE C ON
FLOOD MAP 250001.0005C
EFFECTIVE DATE: AUG. 19, 1985
BENCHMARK:
ZABEL FILTERS LD PRQPE-RT.Y LINE
0-
MODEL A1800
PK NAIL SET
NOT TO SCALE /-10.
EL. = 98.39
(ASSUMED)
6' SHRUB
75.58
0 5 10 OF
15 DATE DESCRIPTION INIT.
1 N/F TM
METERS DONALD F. BRACKEN JR. REVISIONS
FEET PATRICIA A. & DENIM A. N/F BEN
No.
BENCHMARK DESCRIPTION
0 10 20 30 40 LESCAULT PETER J.
SAGAM ORE BEACH, MA.
GRAPHIC SCALE 11' =10' GLIDDEN
025,62 PK NAIL SET IN EDWARD STREET
ELEV. 98.39 (ASSUMED)
S.YS,T,E.Mk
PLAN OF SEWAGE -D I SPO S,A e L,_,:
... ........
ND SPECIFICATIONS TEST PIT INFORMATION
TOP OF FOUNDATIONI NOTES
EL, 102± DEEP OBSERVATION HOLE LOG I PLAN REFERENCE
1. All rakers o h j rs and j "ilts are to be made watertight. All pipes to be Sched. 40 or equivalent.
DEPTH FRW
SURFACE OUR(SlIarm
2. All ne is to be double washed. SOIL 'rEX7-JLRE OSM'XOLR SOIL
FEET INCHES SN"M on=
FINISHED GRADE 3. All c TOP EL-100.0 HORIZON (USDA) (MUNSELL) MOTTLING
FINISHED GRADE VetJT- \t,)l components ponent4 are to have a minimum of 9" and a maximum of 36"of cover. PLAN 8K 14104 PG 226
100± RISER TO BE BROUGHT O-W A Y IOYR 2/2
90 7 MIN. M .
WITHIN 6" OF F.G. 4. The contractor is to verify all elevations and utility locations prior to construction. Any differences . 1
SANDY
shall be,brought to�the attention of the engineer. .2 LOAM 17.5YR SA
5. There are no cohflicts with Title V, Section 15.220(4)(k) - location of public and private water
FINISHED GRADE ELaI08.9
supplies. PER C MST LMAMON
240 - 6. There are no known own sources of water supply, streams or drains within 100' of the premises. .4 COARSE 5/8 Li
89" C4 SAND I OYR
7. The D-box shall be installed level and true to grade on a level stable base that has been
5 - CURRENT OWNER AND APPLICANT
L= 10.0 FT. 3* MIN. t 3" MIN. %
L= 30 FT. mechanically compacted and on to which six inches of crushed stonie has been placed to minimize McWILLIAMS ANN & WILLIAM A.
S= 0.02 FT/FT T. 6
6` 128# L= 6.0 F S= .005FT/FT uneven settling. 9,6c. 15.228 (1). 19 MUSKEGET LN.
3* S= 0.02 FT/FT .7 CENTERVILLE, MA 02632
8. A Zabel Filter(01 equal) is to be installed at the outlet end of the tank.
0 0 0 0 00 0 *0 EL-105.4
j I 9. The Zabel Filter',must be removed at least once a year and cleaned, when the tank is pumped. 8
89-122- Cs COARSE 10YR 7/6
12* 6" 0 0 10. Use a 60' long trenche 1.75' deep and 4'wide. .9 SAND
4* Perforated Pipe 0 0 0 0. 0 af 0,42
14* 0 LEACHING TRENCH 0 0 0 0 0
MIN. 1.75' 0 0 0 0o 0 0 00 0 1. The existing cesspool is to be pumped dry, filled with clean flowable material and abandoned.
0
4'. 0 0 0 0 0 (SEE SECTION)- . .1 -10--
0 0
0 8)TT. EL. 89.83
0 12. The plumbing-in the basement is to be rerouted to accomodate the new septic system. ON-SITE SEWAGE DISPOSAL SYSTEM
0 0 0 0
LIQUID DEPTH 0 0 0 0 0
CORROSION 0
RESISTANT DB INLET IN9 7-19LI- =
\ 7�� 11 UPGRADE PLAN
GAS BAFFLE 97.57 -12 -
PROP. HSE. INVERT 43 - 131 CEDAR STREET
98.14 DB OUTLET INV. OTTOM STONE
97,40
95.42 14
(2% Min.) Finish Grode -15 - MAP 328 LOT " 169
TANK INLET 5 IINVERT ELEV. Compacted Earth Fill I
91.94 ITANK OUT-INV. .17 7- LI' G.W. FOUND 09--.� I HYANNIS , MASS .
97.69 INVERT ELEV. 77
97.32 12" Min. SOIL EXAMUNATION PERFORMED BY THOMAS C. ROUX
2-
2/4/2005
(0.1 7')T- V
MIN. OF 2* OF .0k o.0�5 4" (0-25')
EXISTING INVERT TO BE
REROUTED IN THE BASEMENT 7 WASHED STONE. 00 PERCOLATION TEST DATA
0 0 1.75 BENNETT ENGINEERING
BY A LICENSED PLUMBER. NO GROUNDWATER ENCOUNTERED TO ELEV. 90.42 00C
NO. DATE ELEV RATE NOTES ENGINEERING.&DEVELOPMENT SERVICES
Eot0000.1�4001_ei LAND SURVEYING.
1 2/4/05 96 <2 MPI
PRECAST CONIC. SEPTIC TANK DISTRIBUTION BOX SOIL ABSORPTION SYSTEM (S.A.S.) 3/4- TO 1-1/ P0 BOX 2 97 TEL. (508)888-4868
PROPOSED 1,500 GALLON PRECAST CONC. 3/4 2- 4.0'
WASHED STONE. SAGAMORE BEACH,MA 02562 FAx.(508)888-4867
H-20 LOADING
DRAWN BY: TCR DATE. 3
/2/2005
WITNESSED BY. DONALD DESMARAIS CHECK BY: DFB SCALE: 1"=10'
SYSTEM PROFILE (not to scale) SECTION (not to scale)
JOB # 0628 SHEET NO, 1 OF 1
4 0
/3-
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