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HomeMy WebLinkAbout0092 HATHAWAY ROAD - Health 92 HATHAWAY NSQ� OSTERVILLE M A 115. 019 5 0 f ° L 08-24-1998 03:07PM CENT OST FIREDEPT 5087902385 P.02 Make appiication to local Fire Uepartment Fire Department retains original application and issues duplicate as Permit tZ� / r" ? APPLICATION and 'PERMI.T Fee:ggo_no! for storage tank remcv-mil and transportation to approved tank disposal yard in accordance Wth the provisions of M.G.L. Chapter 148.Section 38A, 527 CMR 9.00, application is hereby made by: 7Tanker Name(pkraw print) Andrew S Christine Taylor X Address_ 92 Hathaway Road, Osterville, MA 02655 Smear C4Y slam zro Advanced Environmental Servic s Company Name Co.or lnd'riidualAdvanced Environmental Servit_es prig P.O. Box 472, S.Dennis, MA Address Address P_n_ Rnw 47 7� S_ n nn i a MA prim rm Signature(if apptyinc I = Signature(if applying 7cr cermit) a _ her IFCI Certifi _ �P # Other Tank Loaatioh 92 Hathaway Road, Osterville, MA Steer aWfM Tank Capacity(gallons. 500 Substance Last Storer #2 Fuel-`Oil Tank Dimensions(Cie. x length) r; Remarks: a 4F(f - �/�-ti Firm transporting waste Advanced Envioomental State Uc. # MV5083856100 Hazardous waste manLqs::-�r E.P.A,n Approved tank disposaj•raa-d J.G. Grant Tank yard# 03501 Type of inert gas Tank yard address Readville, MA City or Town. Centerville FDIO# /01920 permit# Date of issue gust 24, 1998 Date of expiration September 7, 1998 Dig safe approval numixr. 983405237 T . Number•500-322=4844 Signature/Tile of Otfi�panting permit After removal(s)send Fart?-290R signed by Local Fire Dept. to UST Regulatory Co plia'x Unit, One Ashburton Place, Room 1310, Boston, MA 1 08-1618. TOTAL P.02 l i �_ TOWN OF BARNSTABLE LGCATI.ON 4#\Ct W 4L V R • SEWAGE # VILLAGE 4. ASSESSOR'S MAP & LOT �d INSTALLER'S NAME&PHONE NO._,S 3g1A SEPTIC,TANK CAPACITY -1 42 y G 4 L LEACHING FACILITY: (type) ea - (size) 8—d x v NO.OF BEDROOMS BUILDER OR,OWNER ,.: ; - (2 (*. PERMITDATE: =U ' COMPLIANCE DATE: Separation,Distance Between the: Maximum'Ad�usted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and'Leaching Facility (If any wells exist on site oi�within'206 feet of leaching facility) Feet Edge of�Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by -F�70.O"IV 3 C7® CO i 1i4 3 le , ae ' Y No. P�J�—�D Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS 0[pplication for Dig onl *p5tem COtte;trurtion Permit Application for a Permit to Construct )Repair( )Upgrade( )Abandon( ) O Complete System ElIndividual Components Location Address or Lot No. qZ. 0-44 Owner's Name,Add,hss and Tel. p s tw\ r k*kVR a*j d WIIWW 1la'F Assessor's Map/Parcel Zo.3 \"�K-�-� p' s-_ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. S.T-EPHEN J. DOYLE & ASSOC. S 'C— 0.` 4i2`Canterbury Lane Type of Polldlng.L, Te7..elDhone: 508/540-2534 welling No.of Bedrooms _ Lot Size X rX15 sq.ft. Garbage Grinder( ) Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow AID gallons per day. Calculated daily flow A4Z gallons. Plan Date C cr. M 'Ltd 1 Number of sheets ' ev. . Date Title , 'Fell, Size of Septic Tank Type of S.A.S. Description of Soil 5 5 -► �• ���— C�0.� ecS t 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 nv' onmental Code and not to place the system in operation until a Certifi- cate of Compliance has bee ' sued b i o ealth. Signed Date /a�2')A5 Application Approved by a Date I Application Disapproved for the followi sons Permit No._ �,]�—���C�S Date Issued to 7 U .L'1! "c `. No. c1-��Q „ _ 1 l Fee h J4✓,�t" THE COMMONWEALTH OF MA3SACHUSETTSk Entered in computer: ! - - Yes tPUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETT9`0 Z[ppYication for Di.5pool *patent Cow6truction Vermit Application for a Permit to Construct X)Repair( )Upgrade( ,, )Abandon,( ) El Complete System El Individual Components Location Address or Lot No. �1Z �V.l 11 Owner's Name,AddNss and Tel.N `V R Assessor's Map/Parcel Z4 3 �-AILr n a Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. STEPHEN J. DOYLE & ASSOC, S -C A G \ V 42 Canterbury Lane .aSt Falmouth, MA 02-536 Type ofB Celephone: 508 540-2534 welling No.of Bedrooms s Lot Size 3L sq.ft. Garbage Grinder Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3�D gallons per day. Calculated daily flow gAk_z_ gallons. Plan Date Oc;r- t-7- 'ZuD Number of sheets I evasion Date Title -5 _ S4i. )ZF' w o, t7La o rt._ `�Z \�� `la d At Size of Septic Tank 1 ':1 Dtb 5-fi�A-L�_o Type of S.A.S. Description of Soil S r= S t LT- _- x� X/ S'.X2/ 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 4nvjronmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i sued i o o ealth. I Signed A b ' Date / /?`) /C) Application Approved by �' .L Date I V 2 07 O j Application Disapproved for the iollowkr2dsons Permit No. DC I jDate Issued 2. .ti THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(x)Repaired ( )Upgraded( ) Abandoned( )by at �7 :�-�C`�L-,C` �„ , I�r1 (;�C�(of�� has been constructed in accordance with the prouisio's of Titles and/ for Disposal System Construction Permit No. 7C`(_)i-t 6� dated Installer Designer The issua e of this permit shall not be construed as a guarantee that the system will,function as d si ned, Date Ill f I Inspector 'A� �',., ., ,. 'i No. 91N Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpoar *patent Cori.5truction Permit Permission is hereby granted to Construct(Repair( )Upgrade( )Abandon( ) System located at `1� \c-`-t.Q `�A-i 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: Approved by Simx 5 s ` � ,a��a a F;.e n j ,.,$kr * d ?'�^ftF'F ..F._..<gj ..>;\� .,t•"°t' 5-�F .7LS.,�r i y' RK • l�T �� - r LOCATION �G" vt, S)rWAGE # aa. w %s �' - _ a mil! ✓ � 7 / ��. �� y VII.LAGE _"ASSESSORS MAP &LOOT !. .. - i . INSTALLS R'S.NAME-,&'PHONE NO ;S rylbt SEPTIC.,TANK CAPACITY / 0 ;:G L' LEACHING FACILITY (type) J A (size) / .4 A 31, - - - NO. OF BEDROOMS BUILDER.OR OWNER PERMIT DATE U COMPLIANCE DATE. Separation Distance Between the. ` Maxunum Adjusted Groundwater Table to the Bottom of Leaching Facility = Feet x °. Private Watei Supply WeII'and Leaching Facility (If any wells exit •, =+ on site:onwittun 200 feet ofaeaching.faciLry) Feet'' Edge df Wetland and:Leactu'ng Facility(If any wetlands exist L wrulan' 00 feet of7eaclu facility Feet`. .. ,. ;. Furi'shed by I + h y 3- 4 , 3S,r \ 1 `, fu • RE• 17 '� •s7 1 � .. � H... a. , (• , r j I�7 � !•btu ��+ � Q 6 y U 7 5T17 5 -1 IV T., S TOP FOUND. EL. _. -- 2 of 6 - Peastone 1 1/2 00 oho : 00 - WATER TIGHT COVER o �5cm unrta� o v t Total Trench Length 2' LEVEL --- -- _ 314 - 1--1, 2" Washed Crushed ,,'tone 5 2 INV. EL. Y5, FLOW LINE __ _r. --- C�•' � o - Trench ridtb 13'tMEN - 10 MIN. 1'l�Z MW. 8' _ --- _ ao INV. EL. SUMP o ^ o �, © d - 3j4" - 1-1112" Washed Crus ed Stone -� Z INV. EL. P =�-- ` c PROPD,�E'D S. A. 5' TRENCH SECTION INV. EL. '• •:• 10' MIN.—f --- 4' uQU►o DEPTH — -- o _ — — No. of Trenches INV. EL ,O I No. of 500 Gallon Precast Chambers 5' — PRECAST REINFORCED CONCRETE 3,/'4 1---112" Washed Crushed S`,ona 20 , DISTRIBUTION BOX � � � � 20 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANk ��� "`�` a.t�fr-c� r t CW�= ti�� �• -- 1 INSTALL ON A LEVEL BASE 18 i MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) MINIMUM WALL THICKNESS 2" r , I r 1 TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND MINIMUM INSIDE DIMENSION = 12" I r I SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE 1B I r I �S OUTLET INVERTS SHALL BE EQUAL TO EACH 1 I I OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE 1 SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT OTHER AND AT 2" MINIMUM BELOW IIJLET INVERT. 1 14 1 I I MANHOLE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX N7Q,�2,00 I I / THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING lv' 12MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION 1 OUTLET PIPE. LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. ( I I INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE I ► 1 I I Note. AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE 10 I I 1 1 I / SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE LINE OR RECONSTRUCTING THE I_INF) I INTIL ALL INVFTS ARE OF I 1 Pump emstu2g Cesspools Fill and/or remove cesspools ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY EQUAL ELEVATION. I ; i I i ` Use only clean course sand for M COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE I HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT I I I I � SETTLING. 8 I r I I I \ SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9". I r r ` Bit- Top Existing Foundation zz• 3 ' THREE 20' MANHOLES WITH READILY REMOVABLE IMPERMEABLE I 1 I Datum' NGVD COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS I , 1 I I I 1 PORTS BEING PLACED AT THE CENTER AND OVER THE INLET ANDParcel 19 ` OUTLET TEES. I IN\ THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. ► 36,558 f sq.ft. r / / tie, / ¢j / 20 Deck I (general Construction Notes �, I I ► 1 I i 1. All the workmanship and materials shall conform to D.E.P. Title 5 and the Town of 6 I I 1 / Barnstable rules and regulations for the subsurface disposal of sewage. III / Deck 58.8 -Proposed 1500 Gallon Tank III / I 1111 / G 2. At least one access port over tank tees shall be accessible within 6 inches of finish grade, I I Proposed SAS Trench I Zoning District: RF-1 with any remaining access ports brought to within 12 inches of finish grade. I I I I 1 i 1j c I 0Twrla7—AP 11 _ 3. All components of the sanitary system shall be capable of withstanding H-10 loading I III �148.0' _ Building Setbacks: unless they are under or within 10 feet of drives or parking. H-20 loading shall be used I I I _ %�- 1 0 I Front 30 - under or within 10 feet of drives or parking unless noted. I I �\ `'. 0 o fP` I 18 Side & Rear 15 III � � •� � �. 'moo � t hl�sttng t N i t 4 I he excavator/contractor shall verify the location of all site utilities prior to any ► 12 `,� . Drive>vay 1B •`�� I ► 19' excavation I i ► `14 � d� I I Assessors Data: Map 115--19 I � I �10, �`.- -------------�., `� ;. 11 Sewer pipes shall be 4-inch Schedule 40 PVC laid at 0.02 slope. \ Record Owner.' - p Pe Pe• � I � � �., \ , � ti I I \ �` `� �� I Andrew- & Christine Taylor h. Anv masonry_ units used to bring covers to grade shall be mortared in place. 4 p� \ 110 ' �,. 263 Lake A ve. IN` ,7B 9 \� �� r Ne wton, MA 00,161 shall v a minimum slope of 0.02 feet r foot. I I 8\ I t ` ` \� �� 20 , , •- - - ' 7 Finish grade .ha I have m Im pe pe 20 I , j `� 11 � Fh''11 A Data: Zones C & B l:.visting I I 12 �� , % 18 �- _ FIRM Panel 25001 0016 f> 0, ttie , I 1 ► 1 / �, - Panel Revlsed: July 2, 1992 h U ole 7 le (Dry 10/12, 01) - , � l SOIL OBSERVATION DATA: B I I .04 TEST DATE SOIL EVALUATOR S• �O1(�- DESIGN DATA: / O .�- Se wage System Repair .Plan - _ Prepared For• STRUCTURE 3 '� � - \ TYPE NO. BEDROOMS GARBAGE DISPOSAL EXCAVATOR ��. r� , � .s:. 92 lla tha wa T Road PERC%RATE- _ 5 � DESIGN FLOW 3x ��o - 3`�c7 4?�a•T 14`% ,d8g� pl1� In -L 7_ k ` � `� _ �8 tH BF,�, 0 Os t er T111 e, Massachusetts age STEP N ` o,, DY iri pOyLE H Scale: I' = 20' Date: October 12, 2001 SEPTIC TANK _ oO � - d ly971 H No.375 �sr 1� �P �.�1 >A1L ave � � o 9 Prepared By- Stephen '' f• p11�, J Doyle And Associates Ls ,S 42 Canterbury Lane E. Falmouth, MA 02538LEACHING FACILITY 3Zo --2534Telephone: 508, '540 C.. �,�- 13 zx 33•��= 4AZ / z a n o -rA- A(aA .sq,1 - ----- — GRAPHIC SCALE 20 0 10 20 40 b - - I�z o Xrr►� 1 bamby oarrder that tl struo 1 inch 20 &ebonn on the p�tn w the, IN FISS'I' ) _-__-_._-_ --------------- ozbt on 91W und. Q��-st - ---- ------------ LandProhkildmI jFn NO. DATE OESCRIPT70N BY