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HomeMy WebLinkAbout0303 ARROWHEAD DRIVE - Health 303 Arrowhead-Drive)rive Hyannis z, A ='270 067� F F I i� i I 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. G �'- 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 � v A . e0 i Rt 79 �a m 3 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 �, . � �� � � � I� � - c� � �— '. 1 d � �� . G A .` ,. ,� i y i`-'' ✓y - � r 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 F . 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 i 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 • � vim ( 66 C4 i I 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. ,. 1,6 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