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HomeMy WebLinkAbout0092 CHINE WAY - Health F92 Chine Way, Marstons Mills A�098 - 067 _ i 1 I I P 4 ol TOWN OF BARNSTABLE V LOCATION SEWAGE # 96 s Gl 78 VILLAGE t ASSESSOR'S MAP &LOT Q INSTALLER'S NAME&PHONE NO.� SEPTIC TANK CAPACITY \SvJ { LEACHING FACILITY: (type)[- J ze-,-c +--S (size) 0'X 2,/x 2 ' NO.OF BEDROOMS 9 BUILDER OR OWNER A/'w-7 R'f°o�P�►t ) PERMPTDATE: l - _ 9 7 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 ' .� 1118, ' 1B 8'' /FEENo. , � THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS ( ppp irativn for Pisposal *Vztent QIonstructtun jJermit Application is hereby made for a Permit to Construct A/1 or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. MiA Owner's Name,Address and Tel.No. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. AZ ,—Alm Type of Building: Dwelling No. of Bedrooms 3 Garbage Grinder( ) Other Type of Building No. per Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 33D gallons per day. Calculated daily flow 3fo gallons. Plan Date 5tayT. t;'_ 1VIL. Number of sheets - — Revision Date Title L",p tkt Mhj--_ 'Peceb6aLA>sl Description of Soil S�-� ����- -o�-� � Z c j Z Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescribed 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 Certificate of Compliance has a iss ed by this Board of Hephh. Signed v Date /1 It-9 7 Application Approved by VIA Date Application Disapproved for the following reasons Permit No. ,[ =�f Date Issued FEE THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS �pplirativn for L ispusal --$Ustem Construction Permit Application is hereby made for a Permit to Construct or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Ow`er's Name.Address and Tel. No. d1Z G\j\N,� �.av V.A/-�r,�-`.�'L.. � v �a...�t�.:►,�. �+al�.-�'t��f Installer's Name,Address,and Tel.No. Designer's Name;Address and Tel. No. S qo Zj 3 Fit. cu + M1A. 0 La Type of Building: Dwelling No. of Bedrooms 3 Garbage Grinder( ) Other Type of Building No. per Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily now - ` c.!j gallons. Plan Date tS- Vkctl_ Number of sheets Z- Revision Date Title Srrc QL..�. �r t;.�►l •=r-�� �>' �� Pc'�orl t� y��'��. i_► �L Description of Soilc Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescribed 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 Certificate of Compliance has been issued by this Board of Health. ` Signed - Z Date Application Approved b Date 5? Application Disapproved for the fig lowin easons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS AS M SACHUSETTS (gertifirate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System installed ( ) or repaired/replaced ( ) on by for at has been constructed in accordanc with hh.��<rovisidns otMkre nd the for'�Dis al C'P� p ystem Construction Permit No. dated . UYeof this system is conditioned on compliance with the provisions set forth below: The Issuance of this certificate shall not be construed as a guarantee that the system will function as designed. This Certificate expires on DATE ` �. " Inspector THE COMMONWEALTH OF MASSACHUSETTS No• -!, MASSACHUSETTS FEE t �7� ptoposa Vote Construction Permit ' Permission is hereby granted to ., 40 to construct ''`te tote - ( )�repair( )an On-site Sew e.System located at 5- and as described in the above Application for Di sal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All constrtaetlon mmst be completed within three years of the date below. DATE Approved by V FORM 1255 � :. ;:;. .... :. •_._....p. .•.•r_n_...TOWN OF BARNSTABLE I ' SEWAGE.# LOCA�'TION /"� v ILA ASSESSOR'S MAP &LOT VILLAGLINSTALLER'S NAM$&PHONE NO. SE� TANK.CAPACITY �V O LEA�GHING FACII,ITY: (type) Z� �i3 (size) O X 2 x s NO�:OF..BBDROOMS / !44! S� giftLDER OR OWNER { PERMTIDATE: 117 COMPLIANCE DATE: ; i f Sepata6"' Distance Between the: Feet Mi inium Adjusted Groundwater Table and Bottom of Leaching Facility pr-j"Vater Supply Well Leaching Facility (If any wells exist Feet >':on site or within 200 feet of leaching facility) Edge;of Wetland and Leaching Facility(If any we exist Feet >:within 300 feet of leaching facility) Fiinu bed by 7 ' I 2q y d t i F APPLICATION FOR PERCOLATION TEST AND OBSERV ION PITS LOCATION 2 '4JA NO. 5246 VILLAGE 05 rE Q_,!t L.Ce,. M DATE APPLICANT 0A',1.LC-) \k) A LE>H FEE 1�ADDRESS *202 W kL0 wp©p Vi L 'kEeW HONE NO. (Non-refttndabl ENGINEER 'Ga Cr TE NE ' DATE SCHEDULEDL I_ ,<�%_ (Applicant's signature.) ' o eO. 0 O ._. y C C C . C Y C . . . . . . d. . . . . . . . . . . . e e r C . . . . . . . Y . V .'. . . Y 11SSESSOR'S b11LP & LOT A .N : - SOIL LOG SUB-DIVISION NAME_ DATE JUQ-( 13, 1995 TIME EXPANSION AREA: YESJS,_No elf �yLL\V4v�.�► ENGINEER:'N' TOWN WATER PRIVATE WELLl7�j BOARD. OF HEAL ALL12_Trig EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact Of test holes and percolation tests, locate wetlands it s '- .holes) N' L S TA-1 �� S ei 1Q s6� Zej-5 t• O aw, V ZI �J 5o�vi� � M , � �2 c is � � ��• V 2.3' ,. N IV GO/ h 1,580 s 85 3{ , 1CI T Yt�WW FtL PERCOLATION RATE: ZtA.) Ce N i\GNc TEST HOLE NO: ELEVATION: TEST HOLE NO: 'L ELEVATION: 1 2C. 3 3 2q'' _ Cma"C vcc —LC_ 5 C'' �''� s re.a►.r 5 s��r�� vsL 7 �$ 7 S . 8 Z ZS� 9 9 L�YQ����2TL0 9 z w�tiav :1 . 10, oe 12 a P'e? °h 13 � SilL ' 12 a tb`ia? y 1314 d �. s �*� : 4 14 15 16 s% ,r 16 SUITABLE FOR SUB-SURFAC "SEW1GE'. ri LEACHING F.IELD_&, LEACHING NG PITS LEACHING TRENCHES; UNSUITABLE FOR SUB-SURFACE -SEWAGE. REASONS:_ NOTE: ENGINEERING PLANS MUST SHOW NUMBER• ASSIGNED .ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P . F._ AND'`R TURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT of Z uj in < w W O U NOTES: FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR N TO DETERMINE FINAL PRAMING LAYOUT IS IN COMPLIANCE WITH THE LTH ED.OF THE Zp MASS STATE BUILDING CODE/ACHREVES DESIGN INTENT. N 5 W ALL INTERIOR WALLS SHALL BE 2X4 •IL'D.C.UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO < THE ATTENTION OF THE DESIGNER. 0 JJ S RPM x - gsrs w v� E- of, � z a� � Z U n EXISTING FIRST FLOOR � ^ _ OpR 5O- n gy�S 6- s gq / 66s=g@ 'Sg f'K.U. NOTE, s RAIL' RSKTO BT PRAMS M NE �� �e SSS HHHH DORMER NEW aW ROOM mum EXIST RIDGE ANDD ADgDITIION L RIDGE .W^ IK7 LINE Zul b�1 0 1/0 fN W RIDGEI_ VI W oe J HT. LIN! O Z Q' L L K.W. N CHE 44'MGM WALL 1 : — NEW SECOND FLOOR 0 ZZ w U Q W w c _ p 0 0 In 1 GABLE R SS(SEE FRAMEAPLAN) Z O_ ' 2,13/N X 11 VS LVL 5 NEW RIDGE UNDER — — — —— — — (FIELD VERIFY) TRAN TO MATCH --{ EXISTS WINDOW WIDTH� 7 S INFILLED W.C.SHING IS TO MATCH EXT F > p I' IEll] WINDOW TRIM AND J U HEAD TRIM TO 210L T ] MATCH EXIST #i H Yjo8� . IMNks aX �I 1 E EX 9T ERNTO �aJJBz FFai ¢ IIIIIIIIIIIIIIlitpV- Z 1JJO _ �pa"gs w w sR II111t,11111111111 FIRST FLOOR — Q E— a r E-"Iy-1 O o w rn SIDE ELEVATION „ U<� z 2i xz ° SHIN / M RI N APPL ROOF BHdG TO gg 8 abo �� MATCH EXIST 'q� a$ FIELD ADJUbT 6 ,�} A Lt�TsSp FOR FROKR RAKE TRIM TO Wil ��g�IyEp1 REVfiAL MATCH EXIST Y �j �e``3g lfs66 °r n'ATCH EXIST 6N31i NIP6wi C 4 / 0 oW =-3 - - - --- - - -- - -- - - - - - - Q ozzw W oQ 0 o= o a c4 k W � W / PIRBT LOOK n F O� A G REAR ELEVATION d z (V u a w 0 w w CI V O NOTES: Z FRAMING PLANS ARE CONCEPTUAL. R 15 THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE FINAL FRAMING LAYOUT 15 IN COMPLIANCE IIITH THE LTH ED.OF THE O MA STATE BUILDING CODE 1 ACHIEVES DESIGN INTENT. an NEW 2:1;/A X P VB RIDGE 5 w BELOW'A'FRAME C STRUCTURE I:1 3/4 X 4 V4 LVL ¢ w�� zd�uQiliA o z-L R. 0c A-FRAME DETAIL '�A" '8 rah t1 w.z5m+N`d, �XDUZ w a Q� �xorn CUT BACK 1 ' E VERIFY IF EXTRA SUPPORT 15 NEEDED FOR I op Q H G SUPPORT BELOW REMOVE EXIST I I ff�O i OR FCUT BACK _ _ Q O W RAT M THIS ARF� X TO FRAME c F n NEW DORMERR wu IDBL EACH SIDE; i FBLQ VERIFY EXIST RIDGE my ADD ADDITIONAL RIDGE BELOW EXIST n -- -- -- -- pa S CUT BACK EXIST 2,2 X 10 RIDGE a AND HANG OFF NE VALLEY'S NEW 7:I;/�X 0 1/6 RIDGE i Ft LD ERI R G BELOW RAFT Q DI N RI GE D I51 B RFC ; II /S IEW - ) - - / ATFRAME TRUSS R-;O IN6UL VL FOR RIDGE E��B - -- -- - BEYOND NEW ROOM RAFT.BEY SUPPORT POSTED TO BELOW H3a�C � Qag' ~ A N W 7 10 LI L T-1'._ `Y[€MbVE EX16T .p W X T FT P A L RA T'TO FRAME E pm G6tl q' 5 W ppq E RAKE TRIM AND gg Qo�E W SET KNEE WALL TO 16EE FRAME PLAN)' MATCH TO �� NBmo1C / ALLOW FOR 2'-O' Q MATCH E%IbT.RESIDENCE 56� XIS R DEEP NICHE § ^ BQ C„ Q � 99 R-p PBG NEW CASEMENT tf iF a I MIN.M'HT. K.W. i e qq K.W. I BEY. ' p Ikg �B�B SIDING IEEE ELEVS.) TYVEK HOUSEWRAP Q /4'Y14 PLYW VAPOR BARRIER 7 9X NIC1�i V2'GWB - 'i Q Q X N-u'L 2X�FRAMING SUB_PLOPR 7X1 LLD O.SHEATHING - / - R-I FBG'C' INBUI Z i )� X / EXI37MG FLOOR JOISTS Q _ NEW RIDGE LOAD POSTED TO WINDOW ^�^ 64 (LOAD TRANSFERS TO EXIST FLOOR JOIST _ DBL JOISTS UNDER �y 11 NEW DORMER BEYOND', k O p J W L' Lil SAY ExsIT — °' Q H z N w E%6R V//z EXST FRAME ROOF FRAME _ FIRST.LooR� LL L W o Q = w LL u ci f10� Z a BEY011D: LL Q EXIST 4. EXIST EXIST Ex18T BASEMENT SLAB o SECTION "AI' s I d z i G Ai e` `•, , POND /0Np •• ,bi • I.IIr,,1• a• •• VMC -py ' / rl• Vie,,+o ,.• :' . / qQ \� ^,ti. q • • «w.� BM: HYD. SPINDLE i 0 old l EL 48.10 DATUM: NGVD / i / 7• i ' MAR5TON5 - �,..., 6 e F • f l? , I � 34r , r '•S3 \`\1ti/ \ PROPOSED 5s.z �\aw�tuNc W E Jr ZONING DISTRICT: RF FRONT YARD 30 1 \.. .SIDE YARD _ 15' REAR YARD 15' OVERLAY: GP ASSESSORS MAP: 98-67 } o / i ,� `•.`` io \ ADDRESS: 92 CHINE WAY !; �N / w .\`�� °° ` n r ' / 7P t _� go NO WETLAND WITH 150' /+ / Z/ MUNICIPAL WATER IS AVAILABLE / / _ 22' S FLOOD PLAIN: ZONE "C" PANEL 250001 0016 16 D `\ d i I o o D/B '-�\, 52 ' x w 1500 "� ��'" CL/A(C w GALLON f w TANK p d iv � r ROPOSED oM 1 N P GARAGE Al 261 r L_O T 2 3 �. PROPOSED DRIVEWAY i� f " \ 28,503 sq.ft. / ' \ . 4dCli r j \ 158,85' ---4Z 85e34'32" W -------------- i --- ---- ---- EDGE ----- OF------ ------ PAVEMENT 4o.sv '38 zgr' SITE PLAN OF LAND lavA OF IN Of ��sf '�►�� GMTERE� �O , �Q STEPHEN g�w O S T E I: U I L_ L_ E GRAPHIC SCALE LIgER11AN 3 J. w DEPICTING THE PROPOSED DOYLE 20 _ o 10 zo 40 � � 9�. 2893'1° « No.37559 I F I H.AN SEL_ RESIDENCE 9pFfss sTE SEPTEMBER 15, 1996 SCALE, 1" 20' S ( IN FEET ) _ STEPHEN J. DOYLE AND ASSOCIATES 1 inch = 20 1t ��( �r1`� 42 CANTERBURY LANE, EAST.FALMOUTH MASSACHUSETTS 02536 TELEPHONE: 508/540-2534 GENERAL CONSTRUCTION NOTES TO D E.P. TITLE 5 VERIFY LOCATION OF AL 1. ALL .WORKMANSHIP AND MATERIALS SHALL CONFORM4. THE EXCAVATOR CONTRACTOR SHALL VE f THE LOC L AN 'REGULATIONS FOR AND THE TOWN OF1_e �_`RULES D R L SITE UTILITIES 'PRIOR TO ANY EXCAVATION. F WAGE.H SUBSURFACE:D SPOSAL 0 SE T EI ^ P 4 H 40 PV LAID AT -0.02 ` PROFILE SEWAGE DIIS PO S AL S Y S T E M5. SEWER PIPES SHALL: BE SCHEDULE CSLOPE. 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS 6. ANY MASON RY UNITS USED TO BRING COVERS TO GRADE SHALL BE NOT To SCALE PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH 'GRADE. MORTARED IN PLACE. F 0 FEET PER FOOT. A SYSTEM. SHALL E CAPABLE OF GRADE SHALL NA A MINIMUM -SLOPE 0 .02 EE 3. ALL .COMPONENTS OF THE SANITARY B 7. FINISH R DE S L HAVE WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' TOP FOUND. EL. fix, OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING UNLESS NOTED. rz INV. EL 4 [Tjvlj�` lu Li Wert nGHT COVER FLOW LINE 10 MIN. 19 2' LEVEL 1Nv.41,Z s INV. EL M� 2-MIN. 1/8 TO t f2 WASHED STONE a' LIQUID OEM Wit.•, q'T• ` GMIN�P6- L INV. EL. INV. EL o " �• 6" 3/4 1 1/2 WASHED _TONE _ a LENGTH OF 4 DIIA. PERFORATED LEACHING PIPE INV. EL AO r A 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK ` PRECAST REINFORCED CONCRETE r Z �10 'LONG x :; WIDE x -I EFF. DEPTH ON MATERIALS PER 310CMR 15.226 2 DISTRIBUTION BOX S.A.S. MINIMUM CONSTRUCTI � ) a_ A 1-i Tea G T R E N C F_.I > TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND � � SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE INSTALL ON A LEVEL BASE �+ -CENTERLINE:OF THE ` OF THE SEPTIC TANK AND BE ON THE _ SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN OUT MINIMUM WALL THICKNESS � 2" _ MANHOLE., MINIMUM INSIDE DIMENSION = 12" 2 NOR THE INLET PIPE_ELEVATION SHALL BE NO LESS THANOUTLET INVERTS SHALL BE EQUAL TO EACH MORE THAN 3 ABOVE THE INVERT ELEVATION OF THE TEE .OTHER AND AT 2" MINIMUM BELOW INLET INVERT. OUTLET PIPE. 3R•3 DISTRIBUTION BOX THE DISTRIBUTION .LINES FROM THE DI SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING ON A LEVEL-STABLE BASE ..THAT HAS BE EN MECHANICALLY THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION A ON TO WHICH SIX INCHES OF CRUSHED STONE LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE, `COMPACTED AND C T SURE STABILITY AND TO PREVENT INVERT ADJUSTMENTS SHALL BE MADEBY FILLING WITH DURABLE HAS BEEN PLACED 0 EN FASTEND TO THE APERMANENTLY • SETTLING. AND NON-DEFORMABLE MATERIAL LINE OR RECONSTRUCTING THE LINES UNTIL ALL 1NVERIS ARE OF ELEVATION. SEPTIC TANK'SHALL HAVE A MINIMUM COVER -0F 9 . EQUALELE O WITH READILY REMOVABLE IMPERMEABLE THREE. 20 MANHOLES COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND OUTLET TEES. THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE ` tLTa*xr-- I.-L . tot ll SOIL.OBSERVATION DATA: Q� sue¢: uQ� Crc> W �`t">`t3 GcnsTbutcS. `\�1Fu,�L�,►� �Z v¢ozms-,nc�1 �•e��►5 ��Cr4G� r++�tis►o� DESIGN DATA: `M Of As AtiZH OF SAS STRUCTURE �S. 3 o �S. s� ti s'f csREGISTERfp oy TEST'DATE S�,w Is -1ggS TYPE NO.:BEDROOMS GARBAGE DISPOSAL wMl1AM o G LIEBERMAM S PHEN —T W _ J. SOIL EVALUATOR Mc.. .er'�t_ S—u % rll�� DESIGN FLOW x ��p 33a C,�Pb 2 , u 110. 1p �, DOYLE B.O.H. AGENT Mm. �b "C3..cca.�t 4 No.37559 fSS►ON4lE � "�.E55 Isi EXCAVATOR '6 E;.wc ct t,A L^ A- 1.T tt. qNU suall L ZMt►.► PRR. a PERC ATE tNc. /. � SEPTIC TANK:' _ t� �'flD as'r 330 x zo0 _GGO uS�.. 1 C.�Auuts �GL q � L Iq . r SHEET 2 OF 2 LEACHING FACILITY \.1S Z\ ._ 3 t_c=�c:>J►�tvcx "c"fLCt�►cN S o' �t a Y c - mv- ti V .' _ \ :SCALE. AS SHOWN` DATE. S'�C. �5� �qL9 2 - AND ASSOCIATES _STEPHEN J. OOYLE r 4 CANTERBURY LANE FALMOUTN MA. 0253 . 2 Y N 5 8 �40--2534 ,_ TELEPHO E. 0 5