HomeMy WebLinkAbout0303 ARROWHEAD DRIVE - Health 303 Arrowhead-Drive)rive
Hyannis
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Zn,W.PZC f!G Al ON
M.4�ecN 4y TOWN OF BARNSTABLE
LOCATION 3 � QDJAX jPe . SEWAGE #
VILLAGE /7/Y#I/V/V/--5 ASSESSOR'S MAP 6 LOTAj
INSTALLER'S NAME 6a PHONE NO.
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SEPTIC TANK CAPACITY Gt�v�o DrEol�f
�'�p ,g.oceEL Scvc.0
LEACHING FACILITY:(type) !a ' t x r,',P*Pr# (size)
NO. OF BEDROOMS S PRIVATE WELL OR UBLIC WATE
BUILDER OR OWNER
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
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TOWN OF BARNSTABLE
LOCATION _2 L2 k4EQ ` rRIP, SEWAGE # 2,7l/ -s
. N-1L".AGE `` ASSESSOR'S MAP & LOT 0'
INSTALLER'S NAME&PHONE N6�Ie bo w
SEPTIC TANK CAPACITY I.TT e0l"k- tAa-*_
j LEACHING FACILITY: (type) l�d.-�S►U ��-Z �ii(/2S(size) <I u
NO.OF BEDROOMS `
BUILDER OR OWNER
PERMITDATE: °�31 ()2 COMPLIANCE DATE: I 6�
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 leaching facility) Feet
Furnished by
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No. Fee /
THE COMMONWEALTH OF MASSACHUSETTS
Entered in computer: ,/-
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
ZIppYication for Mgool *pMem Construction Permit
Application for a Permit to Construct( )Repair Upgrade( )Abandon( ) O Complete System ❑Individual Components
Location Address or Lot No. 3 W Pu nv Owner's Namp Address an, Jd Tel. o. /
Assessor'sMap/Parcel �' hh/5j� / - � ��j , h�
D-b 7
Installer's NXnq,Ad res�dT ej!l) & Designer's Name,Ad ss an Tel.No. Q v )/
1 4� v v p
Type of Building. 2
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 3b gallons per day. Calculated daily flow 33E Z/ gallons.
Plan Date / Number of sheets Revision Date
Title
Size of Septic Tank /U U) Type of S.A.S. l� hJ�
Description of Soil S P V�Ot
Nature of Repairs or Alterations(Answer when ap licable� eeX ,T
-Y
t ; 1U INC EN(aINEER MUST 8UPE pf
Date last inspected: -Li AND CERTIF'( INTt t'
7 WAS INSTALLCO I:J
Agreement: ! —•,: LE TO PLAN
The undersigned agrees to ensure the construction and maintenance of the afore described o i 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 issue bft Board of It
Signer] Date
Application Approved by Date
Application Disapproved for the following reaso s
Permit No. Date Issued
~No. �. .-•: Fee
Entered in computer:
THE COMMONWEALTH OF MASSACHUSETTS es
PUBLIC HEALTH DIVISION -TOWN OF,BARNSTABLE., MASSACHUSETTS
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Zipplication for 30izpaal *pWm Construction Permit
Application for a Permit to Construct( )Repair)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 3 �l taG�-1�h Owner's Nam Address and Tel.too.
NyCc�nls . � h�.
Assessor's Map/Parcel /� d .�
1 IA.
Installer's N e, dress,and Te eNo.! _ l C - Designer's Name,Ad t3�essss,and��
Type of Building:'
Dwelling No.of Bedrooms -3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3(D gallons per day. Calculated daily flow ; ll gallons.
' Plan Date T` Jo.--- y Number of sheets Revision Date
Title {
Size of Septic Tank NU) #90/U 1,60 Type of S.A.S. I
Description of Soil S P'e. rU� k Y�
Nature of Rep 'rs or Alterations(Answer when ap licable) / t a1. �S d d � -T
1� 11 �C , G( 5
-a - _f a6 .
Date last inspected:
i
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 t 's Board of lth. f
Signed4o Date
Application Approved by . Date
Application Disapproved for the following reaso s �—v
rA
Permit No. tf� I Date Issued
---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-sit Sewage Disposal System Constructed( )Repaired
D O Upgraded( )
Abandoned( )by I� �
at !'` w kV Ci , 0m G_n ri-! S has been constructed in accordance
with the provisions of Title 5 an o f'r eDiJsposal System Construction Permit No. dated
Installer 1�n A L _��I /�C/t� Designer
The issuance o this permit shall not be construed as a guarantee that the sysR
will fun on a �esigned._
Date I ��10 Inspector
No.-AFee
V 0_1�g__s
7THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Miopozat bpgtem Construction Permit
Permission is hereby granted to�C��o��n"struct( )Repair(\/)Upgrade( )Abandon( )
System located at �.3&3 �` ,,Yl W � k /LI.S
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:Constructio must b complVeld within three years of the date of this V
r
Date: l O(l — Approved by
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TOWN OF BARNSTABLE rr
LOCATION �e t`t �U(� I�4�i� �fAT�.SEWAGE # 07/�- l7
VILLAGE ASSESSOR'S MAP & LOT 0'
INSTALLER'S NAME&PHONE NO /� ( �u,
SEPTIC TANK CAPACITY .2-1211V POLE t -
1—,37iUo-1LTfGii d25(size)
LEAC)iiING FACILITY: (type) ._� `
NO.OF BEDROOMS
BUILDER OR OWNER
PERMIT DATE: °j 31 )2 COMPLIANCE DATE: L 6�
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 leaching facility) Feet
Furnished by
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Outback Engineering
106 West Grove Street
Middleboro, Ma 02346
(508) 946-9231
November 4, 2002
Town of Barnstable
Health Dept
200 Main Street
Hyannis, Mass 02644
Subj: 303 Arrowhead Drive
Septic System Inspection
To whom it may concern:
Outback Engineering has conducted the necessary inspections for the subject property.
The newly installed septic system was found to be in compliance with the approved plan
prepared by Outback Engineering.
Very truly yours
�yJV�
)ames Pavlik, P.E.
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BENCH MARK: TOP OF FND.
ZY�
4
(SAS) SHALL BE A
•
MANHOLE COVERS TO EXTEND TO 34.0' LONG tza JTt'
" WITHIN 6' OF FINISH GRADE 12.17' WIDE
" 2' DEEP
" 2X BAFFLE REQ'D I 0
�j dr3• I D.B. 1x "
I 00 - 2 PEASTONE TOPPING
� __ _ - - - GENERAL NOTES:
o b I'e T,Go ('3•-1S (off �a< :p _ - - _ CAP ENDS — ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM.
_ _ SYSTEM PIPE SWILL BE EITHER C.I. OR
?�t-�' I Fj T 7 _- -_ f- -_ -_ _- - `' 3 4' 8 — SCHEDULE 40 P.V.C.
` DOUBLE W THE BOARD OF HEALTH SHALL BE NOTIFIED
cr (o" GRUS}tE.Q ONE ALL AROUND PRIOR TO BACKFILUNG OF SEPTIC SYSTEM_
STouE �t — SEPTIC SYSTEM STRUCTURAL.COMPONENTS
SHALL BE CAPABLE OF WITHSIKNDING A
H-10 LAADING, UNLESS SPECIFIED OTHERWISE
20 MIN. 2•U 30.0' .o*--- — SEPTIC SYSTEM UNDER DRIVEWAYS SHALL
SOL TEST PERC RATE-< 2 M/� USE.FOUR.�.� SN i L`t9AT0t(s COMPLY WITH A COMPONENTS.
—THE DESIGN AND COMPONENTS OF'THE SEPTIC
PROPOSED SEPTIC SYSTEM MODEL Wl 1APrt�c;T y SYSTEM, SHALL BE IN COMPLIANCE WITH THE,
DTM pay.,,�.�,�0 NO SCALE WITH 4.0' OF STONE � SIDES STATE OF MASSACHUSETTS SANITARY CODE
o `
A i,oy,K WM .I o�R. /! do 2.0' OF �STONE p' ENDS TITLE V. AND SHALL 8E IN COMPLIANCE WITH
a� S LCOW Siy�p 0 y A.
STONE.k.BOTTOM . THE LOCAL BOARD OF HEALTH RULES AND
REGULATIONS.
c� t�A• S R�t� O `�I� alb- —THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATION OF ALL UNDERGROUND UTILITIES AND
SHALL NOTIFY DIG — SAFE PRIOR TO
CONSTRUCTION.
— NO GARBAGE GRINDER
rj MaP Z7o
o w A �- l a \s DESIGN CRITERIA:
o
i' to T DESIGN Ftow
�,lO• .3 BEDROOMS AT 110 G.P.B. DAY G.P.D.
IEQUIRED SEPTIC TANK
L�C3E��' ••-� sEPTtc TANK PROVIDED Cp I! bA(.
DESIGN PERC RATE <2 MIN/INCH
0 SIZE OF REQ'D (SAS) AREA — •n-1/0.74 - 1f4/6 S.F.
Zv SIDEWALL 34+ — )_
J ) (2�(17(11� S.F.
T ��L,� Tr. (1,`_S(34) = 413.78 S.F.
BOTTOM 1217
t3 1 !CJ Q SIZE OF LEACHING FACILITY PROV!^�:
ji
Z-7&.-j-5S.F + 1V-2 S.F. = i16Wi7S.F.
CAS �L f.�. L.�• v \1 _ Fr = q GmY
< V TLG t�/1 A" EFFECTIVE DEPTH: /D`l
t�"1k J T+, ' 000 F, �2� EF�FEC�TIVE WIDTH:
(t,0
`� 4 f OUTBACK ENGINEERING
106 WEST GROVE STREET
1 MIDDLEBORO. MA 02346
O (-0W) 946-9231
PROJECT: SEPTIC SYSTEM REPAIR
Ro�3t4ER
JAM:S A G� '°� AS SHOWN
U PAVU oocCIVIL cAl.a 2 0 2 MAP Z 7 Q/-LOT O(0 7 moonc
�j 36488 OWNER: —
T 113.
Fss AL WEST y AILNouTt! , �A