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HomeMy WebLinkAbout0108 TRACEY ROAD - Health 108 TRACEY ` go ad A=004.003 4 � I �� - WN OF BARNSTABLE LOCATION ! 14 05 -rzvae �-�—. SEWAGE * '99 179 VILLAGE 6,OTU t ASSESSOR'S MAP &LOT"I4 P INSTALLER'S NAMEA&PHONE NO. AALt4eT 0--,,s SEPTIC TANK CAPACITY kA-To LEACHING FACII.ITY: (type) Ttre_y - (size) S�5-4-4 (4,0 XZD NO.OF BEDROOMS B ZE R OWNER PERMITDATE: COMPLIANCE DATE: 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 Qf i f1 �J No. Fee THE COMM NWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for Migpogal 6petem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) CAS omplete System ❑Individual Components Location Address or Lot No. /j fi ` //; Owner's Name, Nja/mme,Addres and Tel NNoo. �Assessor's Ma p/Pazcel v 4��' ' " ` �/ �'— �� �o �0 6.� 'G-sue` Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms of Size 4Qq.ft. Garbage Grinder(AA Other Type of Building Sfwjnsd No.of Persons Showers(5) Cafeteria( ) Other Fixtures / / Design Flow 330 gallons per day. Calculated daily flow b 6 0 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank OC1 Type of S.A.S. Description of Soil �3 Nature of Repairs or Alterations(Answer when applicable) i 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 Environmqptal Code and not to&ce the system in operation until a Certif- cate of Compliance has been issued b h' oard He)lth. Fla Signed — Date ?/0? Application Approved by i Date y Application Disapproved for the following reasons Permit No. Date Issued -y 2 , ?.' I "`��`{C4��' {.+ .� -•, e{� pihw,lr,. vim, � .. ,� Sj ..... , ' i r No. Fee / � t! /tom III ti y`; nY r THE COMM NWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yes 4 Yicat.o n-for Mioo!gar *r5tem Construction lertuit Application for a Permit to-Construct( )Repair( )Upgrade( )Abandon( ) CLI omplete System ❑Individual Components � Location Address or Lot No.//j ri j��'C/ Owner's /Name,Add and Tel No.� iAssessor's Map/Parcel 6 /f [/O 3 Installer's Name,Address,and Tel.No. Designer's Nam ,Address and Tel.No. '.Type of-Building: 1 ' Dwelling No.of Bedrooms of Size sq.ft. arbage Grinder(/ Other'. Type of Building 1Q No. of Persons" �Sh©veers c3) Cafeteria i Other Fixtures g ' Design Flow ��,, g �U gallons per day. Calculated da�ly'�fl gallons. .'Plan Date >' Number of sheets_, a Revision Date Title Size of Se tic,Tank. O � ,. ! ' P_._ ` pe S.A.S. _ r F 1 Description of Soil 151 Nature of Re airs or Alterations pp r / &,ad 1%L� � r p (answer when a licable Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the"dfore described on-site sewage disposal system in accordance with the rprovisions of Title�of the Environmental Code a not to ce the system in operation until a Certif cate of Compliance has been issued b hi oardof He lth. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No: Date I�'__iied 1 2, , 1 THE COMMONWEALTH OF MASSACHUSETTS -- r: 'g; SBA_RNS�TAB�LmE, MAS$AGHUSETTS �.Ertificate.af NCO f an�ce , THISAS T U CHRTIFY that the On-sit Sewage Disposal System Constructed^( Repaired ( ) Upgraded( ) Abandoned( )by P �e(L�e� Cp n c�.. - t # :' at ° t sr has been constructed in ac�coor-dance with the provisions of Title 5 and/the for Disposal System Construction Permit No. A dated Installer fo Designer The issuance of this . t s f 11 n be construed as a guarantee that the i 1 function6as designed 0 � Date t l . Inspector 1r THE COMMONWEALTH OF MASSACHUSETTS • PUBLIC HEALTH DIVISION - BARNSTABLEi-MASSACHUSETTS igo�ar gtem �o'r��gtr{uctonfrerrn%t Permission is hereby granted to Cons ct( Repair( rade( bandon,(, System located at 4 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 E EQUAL TO EACH M BELOW INLET INVERT. \\ ccirM�tl� ROM THE DISTRIBUTION BOX ` A INVERTS AS DETERMINED BY FLOODING THE HEIGHT OF THE DISTRIBUTION. # ' INES HAVE BEEN SEALED IN PLACE. LL BE MADE BY FILLING WITH DURABLE ATERIAL PERMANENTLY FASTEND TO THE ` r. y THE LINES UNTIL ALL INVERS ARE OF ASSESSORS MAP NO- PARCEL NO: }S MAP NO: 110* ,.t ID v NO. BEDROOMS GARBAGE DISPOSAL IRI� p �,�•,g `cr ��{,Tf& u� z v ¢ S, 1 /,•ti r f� h S ? - - - 5j�,�.• 5 - r,•_- NL. SH T2OF2 ^'- e y Wi kz ilk '� M►�1g•"tic` '�� LO�JLic SCAI.�s,. AS SHOWN G~ l L STF.PHEN J. DOYLE AND ASSOf.IllTES' FALMOUTH; MA. 02t) 2y. ` + �-0ia•fy 42 •CANTERTEtFPHDI�1E508/540-2534 '��'! ', • i r 'ir ,i lr rY,+r Is'r{'�i Prl y, "� OTES GENERAL CONS?RUCTfON N 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL AND THE TOWN OF K +- _ RULES AND REGULATIONS FOR SITE UTILITIES PRIOR TO ANY EXCAVATION. P R O F i L_.. E OF SEWAGE DISPOSAL S Y S T� M THE SUBSURFACE DISPOSAL OF SEWAGE. 5. SEWER PIPES SPALL BE 4' SCHEDULE c 0 PVC LAID AT 0.02 SLOPE. 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE NOT TO SCALE WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS 6. ANY IVASONARY UtiITS USED TO BRING COVERS TO GRADE SHALL BE j PORTS BROUGHT TO W lH N TWELVE INCHES OF FINISH GRADE. "MORTARED IN PLACE. 3. ALL COMPONENTS OP THE SANITARY SYSTEM SHALL BE CAPABLE OF 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. I WITHSTANDING H-10 LOAL`!vG UNLESS THEY ARE UNDER OR WITHIN 10' TOP FOUND. EL Z*3.C, OF DRIVES OR PARKING. H-•20 LOADING SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKINS UNLESS NOTED. , j Xze INV. EL Xz xz 2� i WATER Tko"l Co AR (— FLOW LINE 4' PVC SCHEDULE 40 VENT 21,3 I14V. El. r - 2'MIN. - 1!!i TO i FINISH GRADE 4' UOUID DEP74 . ... �_. /2" WASHED STONE -rr I { rT IN V. EL - _ WASHED N 6 3 T LD S'0 E LENGTH I _... . '.: OF 4' DhA. PERFORATED LEACHING INV. E!_ , 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK PRECAST REINFORCED C0'4('-4 j MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) DISTRIBUTION BC. �- A.S. �_.`_�•'..lONG x�_W1DE x Z_EFF. DEPTH ` TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND L"FiAaG.1.11w,C.1- `5.'E'>' •4R I SHALL EXTEND A MINIMUM OF 6' ABOVE THE FLOW LINE kNS7Ati 004 A LM VE= t<a� MANHOLE. MftVUv JE .lATION OF rHE ik y. t_.-+' LEV OUTLE ^+rERTS �?AL. �..+ O MORE THAN 3" ABOVE T} OUTLET PIPE. OTHER A,Nta AT 2" I�1C^4Mr„ u P.S�:,. W 4Nt'E` INVERT. "1 ti(_Q THE D'ST.IBUT'G*4 L S Vj4LV -a497 " - 4'3l T10I� Box — SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE SHALL ALL HAVE " r:c �' ' ;., h�� l AS +�f�t,NED &Y F' OODING ON A LEVEL STABLE BASE THAT HAS BEEN !MECHANICALLY THE D'S'RtBUTCN a TO t=ils4 'ir -:_ aISTRIEBU C;: COMPACTED AND ON TO WHICH SIX INCHES OF CRJSHED STONE LINE INVERT `,!>V IN OLACr, ! HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT INVER ADJL?S`% B'.--7 VAJt � W1Tn '-)IjkABLE SETTLING. AND NOIN-ULF,.*,-4 A q 71 Y FAS`"-N'-` 70 T-,E LINE OR RECOa: `-�L INVE ARE OF SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9'. EQUAL ELEVAn 1 THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS BEING PLACED AT 114E CENTER AND OVER THE !N' 7T A.ND i OUTLET TEES. i THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. { r SOIL OBSERVATION DATA. III i STRUCrJRE e TEST DAT- 2 - t 1. Y —r 4:). BEDROOMS GARBAGE DISPOSAL ; SOIL EVALUATOR s °4 `-t DESIGN F'-OW i I B.O.H. AGENT �"�g%••:_ _ _ EXCAVATOR PERC/RATE SEPTIC ,AN!K "( �� { Tit I a LEAC-fiNG FACAJT''' SHE 2 OF 2 ro•.�a :. tau 3 r Tte✓ { i SCALE: AS SHOWN DATE: �'o IMt c— fi►w� 9' Stil+a J I STEPHEN J. DO'm-E AND ASSOCATF-S 42. CANTERBURY LANC', FALMOUTH VA. 02536 L•` lz u I TELEPHONE-. OA/ r � .� TELE NE� 5 540-2534 • .. ➢ • 1 ', •• .} t .: ♦FIL _p .�,,, s.�' ►' .fit, :J f e>p 4'V .r r, • L _ �• • 46 ... . a ... ..� -. .- USCS.Locus 1:25 000 J lip \ _ - - • �� \t R 55.00' B.u.. CATp• Sr.Sh Ri�r 23.a l' ! t to t ,?, •[,b LOGE OF EX;Sri:�G PAV£J.:ENT It ... _� 1` \ \ \ , \ �oo It i�+ T• Rf ASSESSORS WAP 4 PARCEL 3 .'! /� i Q \ ` \ \ ti \ \ \ ` ` \ \Lo• \ \ \ \ , , E REfREt+Cf f't AN; 1-C. 11260 0 p �" / \ \ \ \ \ i �� \ 1 i ADORESS: 1Q8 TRACEY ROAD q 1 FLOW Pwh: F�1A PANEL 220 ZONE •A1J' DATUM: NOVA / AII"`� �� �� /- \ \ \► NutACIPAL WATER IS AVA"a1F awe�. � � �,f!'l l•' f� ^.T "� PLAN N II)i i 0; ! - ;�� # L O f �`- ''� ��CS i P AC E" 11RO _D -- r OR A } SCALE - t A--R L 23, 998 Cj w SEE DER .F?LE aE 3—�UG7 0 -_ 2 Yo i��► 8� - / '/ �/ O �� j lS -•�• �..-ems..-,.• z___." - - /-`► '_{P`! t .. i r,i� clap �r c,,.. � q , .ATE �•- ° � T RN ROAD 0. E?OX 713 , THIS P,' AN AS FK =� A FLAN EY I ? "ITH OF*NN{S, .MAS� STEDHEN J. DOYL E N� ASSCCIr,i ES + G 16G0 � r�«�._j ��•�"`� DATED EARUF, `r 1 , 1996 t. :5y 3) •98,;`3922 .a* r 0E �i i' X Z n _ I 111 CIO &A be.01 bQ4 S' ► PunkhNA�'� r ` NW' cN Zz USGS LOCUS 1:25,000 \ \ \ 00, 94 \ r' OSED k b.M.. CATCH. b„S!N RIM E. 23.91' � 55.00' (:AkAGt EDGE OF EXISTING PAV71VENT t- -------- WC ' 0AL..0 IY1V2 i `t I \ ` 22 ' ZONING DISTRCT: kF - acr\ ASSESSORS MAN 4 PARCEL 3 e \ U REFERENCE PLAN: LC. 11260 D O \ \ \ \ \ \ \ ADDRESS: 108 TRACEY ROAD W FLOOD PLAIN: FEMA PANEL 220 ZONE 'A13' DATUM: NGVD \ E �L \ \ MUNICIPAL WATER IS AVAILABLE \ S\ \ - � �AL --A �r ��, ASSESSORS MAP NO• D b \ _ ` \ ' PARCEL NO. G7 STEPHCN � - DOYLE �01I SHEET 1 OF 2 \ No.375559 _ �— JA ,o ? �p -- ` ' SITE BAN OF LAND n IN 2 9 COTUIT — BARNS'"ABLE MASS. .& GRAPKTC SCAT I I `�� - - _ + of / �M_ a -- / r I „�-?► .y �� SCALE: ? _ 20' DAT--: FEBRUARY 10, 1996 20 ft i STEPHEN J. ^^`^_E AND ASSOCIATES + _ ♦_ CANTERSUI<y \ �Al uOUTN, VA. 02536 1 j - j TFLEOHO:*r_: SOb/j4>J-253%+