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Home My WebLink About0460 GRAND ISLAND DRIVE - Health 460 .GRAND ISLAND RIVE,!; OSTERVILLE A = 051 014 003 1 TOWN`OF BARNSTABLEi" r. LOCATION W YZIAA - �Jc9/02/ D/ SEWAGE � �7 VILLAGE OyJ /T�TC�/ ®� d'�/ AS.SESSOR'S MAP & LOT S)—/Y'3 ' INSTALLER'S NAME&PHONE NO. AV/ *&Ale—Q46- 7 7/ SEPC TANK CAPACITY b TI LEACHING FACILITY: (type) (size) 0 -5 3' NO. OF BEDROOMS / BUILDER OR OWNER PERMITDATE:I Z�/5�� COMPLIANCE DATE: -- Z-v Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 5 I o Q �` t-. No. Fe��dl/ OG THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYtcation for Miopogar *p5tem Comoruction Vermit Application for a Permit to Construct(YQ Repair( )Upgrade( )Abandon( ) El Complete System O Individual Components Location Address or Lot No. 14 1,0 G p A Nth I S L AP D P(• Owner's Name,Address and Tel.No.50*- `4 2S OSTr/RVILLE, Ing 2�IB C/-I�R. J)Ls>y Assessor's Map/Parcel oAD /Y) 6-1 Z /y- 3 OsTE I L ,y Installer's Name Address,and Tel.No. Designer's Name,Address and Tel.No. 5_0&''t-/Z 9- 3 3 U L) 9W& 404 a �` SLILLl1��N bIvGI/vEER- I AvG y -VFW,-Kt=2 R-D 7 6 O.S7%51- !LLE ,ASS Type of Building: Dwelling No.of Bedrooms Lot Size E7,,Oby sq.ft. Garbage Grinder( )J1/0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ® gallons per day. Calculated daily flow 61,3 gallons. Plan Date MRY 1 9, 19 4q Number of sheets I Revision Date NUJ NC Title PropoS'E D S,-P77 G,5Y-5 fEM A- 00F6,41-1- S I t,5 PLAti Size of Septic Tank /S"00 owLzaAl Type of S.A.S. l 2°XS3�L6ACdirygC°hAmf3E/L Description of Soil 0-y�i O- D/'GA/VIC 1nX}f62ia L , y�- /t,'L E—e riy, cArs& s,49/1 /G°13G°t -- B— YEL BrN- Lr Yt-L• Qrly Nature of Repairs or Alterations(Answer when applicable) _ /0 Z C) 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 issue s o d f Signed Date Application Approved by Date7 Application Disapproved for the following reasons Permit No. Date Issued - �.r. . Fee �(,< .�[ � /dam G THE COMMONWEALTH OF MASSACHUSETTS P Entered in computer: .PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZfppYicatio.n for Dizpaar OpMem Construction Permit Application for a Permit to Construct Re atr( U rade )Abandon pp ( Xl p ' ( ) �pg ( , ( ) El Complete System ❑Individual Components Location Address or Lot No. y 1,o G r n N A 15 i-A P D' P r• Owner's Name,Address and Tel.No.Sds' y�8'002 t OSrEriVI LLt, /Y!A S pM6s RApLey Assessor'sMap/Parcel 2q8 C/�rr+A�c P_oAr7 Installer' Name,A dress,and Tel.No. Designer's Name,Address and Tel.No. SO Fs-y Z Fi— 3 3 4 LI arrdGd6/vGi�vE�/L,llvt ` --7R,4r'KE R IZ D F i OstEr l LLE ,4 s.r VTYpe of Building: ~ Dwelling No.of Bedrooms_�� Lot Size 47; G!' sq. ft. Garbage Grinder( ) 0 4 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 660 gallons per day. Calculated daily flow to G 3 gallons. Plan Date MAY 19, 1 q 9q Number of sheets I Revision Date PC)NL Title ProPosE D SEPP G.5Ys 7FFAI J- p//Er•ALL S I*E PLAN Size of Septic Tank /.g"DO GALLON Type of S.A.S. 12+XS3�L6ACtiirt��Cfilt!»BE/L r; Description of Soil O-y O- Dr6.41oc /I7A7`EP_�41 �/��/G�—E—(firN- CoArSE s.4,W& lG� 31+� -- -- YEL_- 8rN. CUArSE s80 7 f 3 12y +f—C — L tr, YaL• 6M.I. C'l/A/SE S/>di Nature of Repairs or Alterations(Answer when applicable) l- /0 9, N Z v l]- 3 'Y (o X Z I L.S / 6(-zo c 6a.,., Y- v, 1 ea J �/ve 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 issue i o d f I lth.' Je Signed Date / Application Approved by Date Application Disapproved for the following reasons ) Permit No. a Date Issued -------------------- ------ — -- —THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (tompliance THIS IS TO C TIFY, tha the ite wage Dis�osal System Constructed(x )Repaired ( )Upgraded( ) Abandoned( )by 4�� e- s/ at 1I LO 6Z rwD ISLAND DrtyE . &5-'E12_!/1 L1.E has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. QV�`I'-YS�ated , Z-• /S- Installer Designer_5 /L.L,✓RN E/Y6//YEE�1ri/,G I/YG The issuance of t sh n e ons s a an that the system will function as designed. Date ; Inspector `Z 3 • �--- No. — — �--------------- Fee �oD THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwig�pogai *pg;tem (ton5truction Permit Permission is hereby granted to Construct()0 Repair( )Upgrade( )Abandon( ) System located at L4 Lo 61-P&a 27St.A4 M Dr,1ve OSt�/ /ILL� , ✓hAss and as described in the above Application forbisposal System Construction Permit. The applicant reco nizes his/her duty to comply with Title 5 and the following local provisions or special conditions. 40 Provid d:Construction must be completed within three years of the date of p rmit. Date: �_ Approved by -MoM MKN" M 7 TOWN OF BARN STABLE if LOCATION SEWAGE`# 7 7 7 VILLAGE OY,5�e^&f—iVt,91G4;�l-vedrj("Ill�7ASSESSOR'S MAP & LOT-5--) INSTALLERS NAME&PHONENO. 7/ SEPTIC TANK CAPACITY s—o LEACHING FACILITY: (type) 7 (size) NO..OFBEDROOMS . BUILDER OR OWNER PERMITDATE: 15 COMPLIANCE DATE: Separation Distance Between-the' --7777777- Maximum Adjusted:Groundwat.er. and d Bottom of Leaching Facihtyr- Feet Private Water Su' Well and Leaching*P"11i if Supply Facility` any wells.exist on siior within 200' 0 leachi , ng facifi ty),;. Fee' Edge of W d e, and:and Leaching Facility If any wetlands exjStrl. within 300 feet of leaching facility) urnis wd b ..... v z- �ou 5-e— Z'9 (D f- p ox . :.. i Pit e i Ass' stl'ors,Map 51 Parcel 143 Nolen e Zoning RF-1 ., eelcet.� .: tl � 10 •, ve� .e «iFWas* n Setbacks Front 30 N Pap oa Side= 15 v 6 ,{► `e,, I r % Rear: 15' . ;jl ` , o pe Lot Area- 1.31 Ac-,oil s lot:fig �. t :> •.. vb I \ l n \ C P e o.4b to l / , ' \ _ - I d N per° a" �. ' I ysoT�c J >� dTM airs • - O`r � / / I I I ' I - 01TN'2 LOCUS PLAN as 0 •, / �. ,r fl H 2000 1 NOTES PRIMA , Q s; t is municipal Water L water s�+pWy Far Q -- �. ter Th':Lrot icipat.Wa - �e zls.t►o ` e -- - e vocation of Utilit'�es Shown on, his Pion Am Appraor,.. i. • A - g a b, ..� .. w - »M e9°27b9JE 442.03• °o - _ 22c.13• - ► - _ - At Least T2 Hours Prior b Any Excavation FOfThie omnteloet•ZQ .r .. +.. /.�. `M/F Fool tgllw _ -t; p _ °' The ControctarShall Make The Required - _ n. .. _ . q -.. •;< _ ., : , •. - .� . .: . _ ,. . _ 'PLAN �t�fication to Dig Sate U 800 322-4H44) PLAN'VIEW � ;,. ,, •� o re�Appropriots The proposed foundation shower hereon.complies with the i- .� 3 The Contractor is Required to Sew •A From sideline set bade requirements for the Town of Barnstable Scale I =50 Permits yTIiis l n Agencies For Construction ed within the t00 year lloodplain . . k � pefined byThis Plan.and is not located Y R` j' 4 install Risen as Required to Within 12*of DESIGN DATA 'TH-1 EL. i5°o TH-2 EL• ZS.o Misted Grode. a.d. e O ss.All Structures Bdrted Four Feet orMore arSub ad Single Family-6 Bedroom _ P�KE.NEEDLES/ o P - to VehicularTrafficlobe H-20 Loading. With no garbage Grinder : '. C C RG.:M A71t is I A L O RG M ATE RUAL A Filter ' o>"oea.d Flit Doily Flow=110 x6=660 GPD y~ 4 ' 6 Septic System to be Instal led in Accordance With w'� tlsi1500 Gall GSep Tex=13208PDF ankE BsxH.COARSE SAND E [3R1V.COAR51 SAND 310 CMR 15.00 Latest Revision AndTheTorrnof b Y P. 5/3 Hamsta k Board of Health Regulations tw tMoee IOYR 5/'S b I(.�� , • _ ''`,, ACHING AREA . ORN. COARSE Pipinglo T. All be Sch PVC.g uat LE y1RL. BRN.CORRSE 13 y6L _ .. roe 6P0/0.�4=692 SF Required ?. �, B SAND IOYR S/b SAt�+D 10YR 5/6 , sN eemne.r - ooa.-�na Sidewatl=2112'+53.)2=260S.F `- 3V • .YEL. A t: . .`Or PEi�c.TEST• C SAND R 3 bE Stele Bottom Area= li�x53 = 636 SF 696 SF.Total Provided_ • .t '.T•,YEL.BR • 4 N COARSE tEACHING CHAMBER DESIGN �: SAND . IoyR'6 All Pipes b be Schedule 40. Use 1 a.4I.vNAi� R 6-500 Gal.Leaching Chambers Ina P e Rcfo L.AT'1 o m T EST CO. eti fir CROSS SECTION OF CHAMBER .; 12'x 5SWashed Stone Field as Shown " CLASS .I .M ATER1 AL /t To SCALE - � o -q2 °, -'NOT ' .. -• � `, : E ''b0 m�N _ ' r AT6 .-t -i/9t3 D t�H LNG SULLIVAN CN�i• lNC•. c •L�55 '�MAN ZMIN�INCN - - Nq AT ER eNCOUNTEfl W\TNE55:,'3'. Cl1NNtNlr,T.oFB, _ Era.27.0 FA 25.0 • _ PRO POSED SEPTIC ,-SYSTEM 81 z 24.5 22.4 OVERALL L- _ - , TOP 0.23.4 V L SITE PLAN N 23.4 1500 Gallon 3 2 Septic Tank tlot.El 20.4 AT 3.0 22.8 1 460 GRAND ISLAND DRIVE Beddi ae 5 J' i OSTERVILLE a MASS Par FOR a 1e FOR Bottom of Test teak E1.147.No - 'JAMES RADLEY Ground water Encouliterd, j •1999 SCALE AS SHOWN DATE. MAY 18 • ; SULLIVAN ENGINEERING INC. DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM OSTERVILLE.MASS Not to Scala - _