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HomeMy WebLinkAbout0046 WEST TERRACE - Health 46 WEST TERRACE Centerville A = 207 — 118 SMEAD No. 2-153LOR UPC 12534 amead.com • Made In USA R38tU5®NiFKSgtODUCiU1�E IF mmmWOMMOM OOF M SR PROWM VAMSFFROGRAALOOD t I No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes L I 01pplitation for BispoBal *- pstrm (Construction Permit Application for a Permit to Construct( ) Repair(+/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or-Lot No.4J6 wK4- Tpr✓ae e Owner's N me,Address,and Tel.No. T/O,MC-a Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. L7v�;tas4 13to.,o-4zac s -y0_71 -G1 /. Type of Building: Dwelling No.of Bedrooms `rj Lot Size /U,G 3 D sq.ft. Garbage Grinder( ) Other Type of Building /Z.5 i�r N t tli. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 2 —/ —/ Number of sheets 2 Revision Date Title Size of Septic Tank /5'00 Type of S.A.S. ;L -5?�OziG6�1N ff `/d rli.✓VI bee Description of Soil Nature of Repairs or Alterations(Answer when applicable)1ris l"Ic, Q 8 cvtJC SDO GGt-L�GN EAfA/kej�S ( )1 1 SIDNe ccS �jr,4 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 Certificate of Compliance has been issued by this Board of Health. Si Date — 7 —1 ed J� r Application Approved by Date Application Disapproved by Date for the following reasons Permit No. V Date Issued s y No. '1 f ,rr !F. r 4 THE COMMONWEALTH OF MASSACHUSE�fiTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS I Rpplitatlon for -Disposal bps-tent-CoHBt ttition Vrrmit Application for a Permit to Construct( ) Repair(14upgrade( ) Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No.G!G W-c- Trr/r�r C Owner's Name,Address,and Tel.No. Assessor's Map/Parcel a 0 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Do05IUs 4 5_0 -yo0- 7/S5 Type of Building: Dwelling No.of Bedrooms 3 Lot Size /U,G 30 sq.ft. Garbage Grinder( ) Other Type of Building Ile,,IdeN F;a � No.of Persons (' Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 350 gpd Design flow provided '>�/�. 7 , gpd / Plan Date 2 - `3 —/ Number of sheets 2 Revision Date Title Size of Septic Tank /5 DO Type of S.A.S. 2 �yyg�f�in� N /o rlic--n br,,5 Description of Soil i Nature of Repairs or Alterations(Answer when applicable) (rie, S"ov c,L��oN1- tCA& 0 13ox C"'Ud S(7� GC��IGN � V�l:/ti�P/S u)4Li StUN1P lis c, 0W�J �N N�6_ 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si ned e Date .4 - -7 Application Approved by Date Application Disapproved by Date for the following reasons 9 Permit No. VV Date Issued --------------------------------------------------------------------------------------------------------=-------------------------'------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( "� Upgraded( ) Abandoned( )byolao S I c,S A _j((o u na T NC at �-Irc(c,c has been co"rucrtedin ce with the provisions of Title 5 and the for Disposal System Construction Permit Ned Installer A —%73towj -tn)r Designer TjtoS%nrri,w� WoIIt 5 #bedrooms 3 Approved designs flow '30 gpd The issuance oft is pe it shall not be construed as a guarantee that the system willun�ion designad W . Date 7 Inspector v ---------------------'--------------- 9--------------------------------------- ----------------------------- - No. l" J x� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction i3ermit Permission is hereby granted to Construct( ) Repair(✓ ) ,Upgrade( ) Abandon( ) System located at t'((v W e s- 1 r-r i c r P r eN'1 Ff y M-e and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided:Construc 'on a co ted within three years of the date of this permit. Date Approved by i / Town Of Barnstable SHz P Regulatory Services a Richard V. Scali, Interim Director Q 7AMSMBU, ' MAC m� P-ahlic Health Division ?.1 39- Thomas McKean,Director 200 Main Street,Hyannis, MA 02601 t 0 fh s: 508-862-4644 Fax:i 508-790-6304 Installer &Diesigner Certification Fo i Da e: -7 ( �01 ` Sewage BermA4 �/5 -o�Assessor's 1MaplParcel_ ,Z 0 7_l 1 De igner: Installer: Adiress: I'L w, Gress t l� _ Address: V V • 1` �C 1`� Y� �_ q'a roy,'( Ceu�'3-ery^(11Q I"��' Q2� 3Z . 1 n of - �' �`-'� ✓� ( �C was issued a permit to install a (date) (installer) sep iu system at IIII .S i-.-T f Based on a design&z-wn by (address deli'P er. I certify that the septic system-referenced above was installed Subs`ta,ntially ac::o �Iira� to the design, wlaich may include minor approved changes such as lateral relocation'of the distribution box and/or septic tank. Strip out (if required) was inspected and. tho soils were found satisfactory. I certify that the septic system referenced above was installed -with major changes (i.e. greater than. 10' lateral,relocation of the SAS or any vertical relocal on of.arty component -of the septic system) but in accbrdance with State &Local 'Regulations. Plan revi$lon or certified as-built by designer'to folio* Strip out (if:required) was inspected and the soils were found satisfactory, I certify that the system referenced above was consstiu'cted t 0'0?I'J Tihnwe with the terms of 79 the IAA approval letters (if applicable) f A 6��'; staller �,SipaVie) e,lit) ,n"3tt „ `F f g YZA Z, qlijesiper's Signature) (AfTix Designer's Stamp Here) ' I P +ASE RETURN TO BARNSTAB]LE PUBLI BEALTH DMSION, CERT11FICAT: .O i COMPLIANCE 'WILL NOT BE ISSUED UNTIL, BOTR TINS FORM AND AS- BIl1II T CARD ARE RECEIVED BY THE DAR.1NSTABLE UBLIC HEAI.,TH Dl:VI;SI01�T, T1r"K YOU. Q 1 epticTesigner Certification Form Rev 8-14-13.doc -- �_ TOWN OF BARNSTABLE LOCATION y C U3 - t ercc e SEWAGE# a0 I'5--®33 VILLAGE CeNl�ed ASSESSOR'S MAP&PARCEL ':0"7 ' I INSTALLER'S NAME&PHONE NO. �OS Pt J ,DNaC SEPTIC TANK CAPACITY 1 ,500 LEACHING FACILITY: (type) SCCj� t 1) &VA (size) SCe' P)Cn! NO.OF BEDROOMS '3 OWNER �P I��Y►aJn� PERMIT DATE: 'Z^) "( r I COMPLIANCE DATE: Separation Distance Between the: A-10 1e Ce 'Pe 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 (',J A -3 I CG�T•y 2� cos �� y } VA ov, -C) 1 - 5 CP 1 - 5 Town of Barnstable C Department of Regulatory Services ' Public He i : ��� Health Division Date 16J9J.-�a� 200 Main Street H nuis 02601 FAI`� Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sew e 's o aLill Performed By: R_� Kc.-1_V,jt� 5'&41"--Lwitnessed By: LOCATION & GENERAL INFORMATION ' Locatipn Address (Q Owner's Name Address l l W,1 a Assessor's Map/Parcei: 2©-7 — l d Engineer's Name NEW CONSTRUCTIO11N REPAIR Telephone# jQ — 3-7 76 Land Use Slopes(9'0) Z'� Surface Stones IJON'Fi Distances from: Open Water Body �l ft Possible Wet Area 61'4 ft Drinking Water Well _A1,' ft?f 5—e Drainage Way piI!!4. ft Property Line ��ft Other ft SIKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands>n proximity to holes) � r (� Z `fG A Parent material(geologic) Depth to Bedrock. Depth to Groundwater, Standing Water in Hole:_ ljl —_ Weeping from Pit Fttoe,2K�1 T. Estimated Seasonal High Groundwater DETERNIINATION FOR SEASONAL HIGH 'WATER TABLE Method Used: _ Depth Observed standing in obs.hole; In, Depth to soil rnottles:__in, Depth to weeping from side of obs,hole: In, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level..> ,�� Adj,f&ctor— Add,Groundwater 14val ,o PERCOLATION TEST Data e�._ TimeW� Observation �� Hole# _�_ Time at h" Depth of Perc Z!f 3 Time at d" Start Pre-soak Time @ ZC1 5-L — - � Time(9"�6") End Pre-soak °`lane f�M t ✓� Rate Min,/Inch. Site Suitability Assessment; Site Passed, Site Failed: Additional Testing Needed(Y/N)_ original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 1001 of wetland, you must first notify the. Barnstable Conservation Division at least one.(1) week prior to beginning. Q:ISEPTICTERCFORM,DOC DEEP.OBSERVATION HOLE LOG Hole# t Depth from Soil Horizon Soil Texture .:Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling '(Structure,Stones;Boulders. Consistency, r e (57 DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency, ra 16� 2rl 26 i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. iste a v DEEP OBSERVATION HOLE LOG SpHole# Other Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) (Munsell) g n Structure,Stones;Boulders, Consisten Flood Ixlsurance Rate MaA: Above 500 year flood boundary No Yes x Within 500 year boundary No Yes Within 100 year flood boundary No?f Yes Denth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _ y� If not, what is the depth of naturally occurring pervious material?,-.,_.._,_.._. Certification `I i q I certify that on � t (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the, above analysis was performed by me consistent with the required training, expertise and experience described in 10 CMR 15.017. Signature Date lO Q:\SBPTIC 2RCPORM.DOC r r o� Tow of Barnstable P#_ C (2 Departn'ent of Regulatory Services j aT.B� F Public Health DivisionKALS& ff Date jArEs63 ��6� 200 M in Street,H nois 0 6601 f I' Date Scheduled Time Fee Pd, 0 CJ O'n i T. Soil Suitability Assessment fo, Sew e 's o a Vic, Performed By: e✓�-R-f 3 c_t�r� �,-� v� -�1,itnessed B y LOCATION & LNERAL INFORMATION Location Address (9 Owner's Name M G�� � G ` o UJ�' 1-` �' �G2 Address t1 Assessor's Map/Parcel: 7 — Engineer's Name Z 7 7 (' NEW CONSTRUCTION REPAIR j Telephone# �G Land Use �ZeS ��Cc�� Slopes(90) Z Surface Stones Distances from: Open Water Body ft Possible Wet Area 6J/4 ft I Drinking Water Well ^A[A ft? I ) O � Drainage Way /4 ft Property Line ZA15.__ft Other_ ft I I H; (Street name,dimensions of lot,exact local ons of test holes&pert tests,locate wetlands 1rn proximity to holes) SKE'TC; r oil IZ i i �4.. _T_. _.-_._ _ ff_ .__ _ j 1 I f i Parent material(geologic) I/��`LS I Depth to Bedrock�/�T i Depth to Groundwater. Standing Water in Hole: N� _ Weeping from Pit Pace, Estimated Seasonal High Groundwater > - DETERNIINATION FOR SEASONAL HIGH WATER TABLE _ Method Used: I Depth Observed standing in obs: hole, In, Depth to soil tnottlust _in, i Depth to weeping from side of obs.hole: In, Oroundwater Adjustment iindex Well#_ Reading Date: Index Well lei 01 Adj,factor— Adj.Oreutndwater Leval PERCOL TION TEST bratu.�...-..�. Time_ 71.00b,s.ervation L Time at Y" I Time at 6" Start Pre-soak Time Time(9".6") nd Pre-soak < l�MM ate Min:/Inch. $Ite Suitability Assessment; Site Passed—,,---- Site Failed: Additional Testing Needed(YIN)_ ri inai: Public Health Division g Observation Hole Data To Be Completed on Back----••------ i **If percolation test is to be conducted within 1009 of wetland, you must first notify the. $arnstable Conservation Division at least onq (1) week prior to beginning. _ IIQ,\SEPT[C\PBRCFORM:DOC Hole# DEEP.OBSERVAATION HOL + LOG other Depth from Solt Horizon Soil Texture Skill Color Soil Mottling (Structure,Stones;Boulders, Surface(in.) (USDA) (Munsell) n iste °6 e ' — i DEEP OBSERVATION HOLE LOG Hole# z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in,) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Con s a &QLa_y l) r if DEEP OBSERVATION HOL� LOG Hole# Depth frorri Soil Horizon Soil Texture So11 Color Soil Other Surface 0u,) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, ise o0 r ' DEI+.P OBSERVATION HOLE LOG SplHole 4 other Depth frorn Soil Horizon Soil Texture )Sol[Color Surface(in.) (USDA) ! (Munsell) Mottling (Structure,Stnnes,Boulders, s e — r I Flood Insurancehate Map' Above 500 year flood boundary No-- Yes x�... Within 500 ye,u boundary No Yes Within 100 year flood boundary No Yes ,..� Depth oLHgargUy Occurrin Pervious Material Does at least four feet of naturally occurring pervious;material exist in all areas observed throughout the area proposed for the soil absorption system? �� If not, what is the depth of naturally occurring vi0 s material? per . Certification I certify that on ��t i t t (date) I have passec the Soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent wit the required training, expertise and experience descril ed in 10 CMR 15,017, �-' Date Signature Q;\.SBPTIWP,RCPORM,DOC I 1 y� CENTERMLLE PARCEL ID; 207/099 t to y LOCUS: WEST ti TERRACE APR bpi > pm 2o47 N � P 207ARCEL . cop � /11 PARCEL ID: y AREA-.24 ACRES oe PARCEL 10: � 207/1 n �.� �i 207/11 B o � SEPTIC LOCUS MAP OWNE MAUREEN L GRIFFIN & JANE M. LEARY, IRS PLAN REF. •h� 2♦ / / \\ TITLE REF: 25958/t PARCEL 10: MAP 207 PAR.118 ZONING: 'RC'20-10-10 WIND EXP.'B' � FLOOD ZONE 'X' / COMMUNITY PANEL: 2500I OAMM:07/15/14 CERTIFIED PLOT PLAN #46 (FOR ADDITION) EXISTING HOUSE / LOCATED AT: \ PROPOSED 2ND FLOOR / w N 46 WEST TERRACE ; \ "'u IN ! 2s / CENTERVILLE, MA. ueoLE \pT �� / /� d / PREPARED FOR . \ \�`�` G/� BARNSTABLE W / �� ! ,��• BUILDERS DECEMBER 16,2014 0 w PARCEL s����a OF ris s�Py EOWAA. RD ew GRAPHIC SCALE E.A.S. so SURVEY, INC. P.O. BOX 1729 \� SANDWICH, MA. 02563 ( IN FEET ) 1 inch= 20 ft. BUS:(508)888-3619 CELL(508)527-3600 SHEET 1 OF 1 J 1718 i I 90 I 6� 7 C� 2'-2 Gene/el NotesWINDOWS SCHEDULE � ® 3 JELD WEN SLIDING PREMIUM VINYL V-4500-WHITE 4 SINGLE -SLIDE; BLOCK FRAME 35.5• X 23.5' RIGHT HAND X 2 29.5' X 29.5' RIGHT HAND X 1 29.5' X 29.5' LEFT HAND X I 5'-]0' 5'-2• 17• 2'13' 6'-8 VIEW B VIEW B 1'-5 00 ' C. 4'=4• A C D U C T 3'-10' 13 12 AC VIEW A 11 9'-4• 10 REPLACEWINDOW:DJELD-WEN 35.5�DING X 23.5' ----- I OFFICE RAILING 9 FACILITY V-4500 SLIDING VINYL WINDOW STO GE CONCRETE OPENING 39.5' X 27.5' 8 0 , 5 4 •• � T m 3 a• ! e •�" 2 REVISED 1Di8W1! 9!t IF I ERIGIFATED MAMA! I I I'ill_' Wo. Revyon/tmw Dole 0 H HNEW SLIDING NEW SLIDING n.ww.ws WINDOWS WINDOW AVEERCOOLING LLC - 100 8 FAIRBANKS STR. 0 0 APT.2 BROOKLINE MA 02446 . IBFUI] - � I BY SOL FELDMAN, LINU FVIEW RAMING FRAMING VIEW A 46 WEST I - - FROM VIEW FROM INSIDE INSIDE TERRACE -6' JELD-WEN 35.5' X 23.5' V-4500 BASEMENT '-4' 3 SLIDING VINYL WINDOW RENOVATION CONCRETE OPENING 39.5' X 27.5' ALL DIMENSIONS A R E ._5. APPR❑XIMATE AND �- JELD-WEN 29.5' X 29.5' V-4500 0� SLIDING VINYL WINDOW MUST BE VERIFIED BY 46-BC CONCRETE OPENING .5' X 33.5' CONTRACTOR o2.oz��ls x.. r — —EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE N � 207-118 ' Rooa W EXISTING WATER SERVICE Nay 36.9 G EXISTING GAS SERVICE Church —$.HH,W.---OVERHEAD WIRES eocan �^ /— TEST PIT ` LOCUS �^ i � a BENCHMARK LEGEND e N �� � 31.9 � `° CD 35�1 � � ���;o\ o�� Ns x-117 207 Q > / \v` � J 1/X \_\ 9\ / �' 207-119 ray 32.1 rse" Z / ,� �� /�z ,� � :,..: EXIS77NG CESSPOOL LOCUS MAP h' �� \ �TP_1 TO BE REM11 NOT TO SCALE w � .—• O TP-2 SEE NOTE 11 30.5 30.5x '�� OP. 30'1 BENCHMARK GENERAL NOTES: PTIC OUTSIDE CORNER 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL T K PAINED DRIVEWAY BOARD OF HEALTH AND THE DESIGN ENGINEER. \: EL.=30.0 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS shr. 30,00 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. 29.1 DECK x..- 0 0'::'` ,` ?;.`.;. � �2` 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR N r TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE \ EX/STING / DESIGN ENGINEER. /x 32. �p HOUSE(#46) 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING \ COT 17 T.O.F.=31.5t FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ML 2�Q�-118 \ fz ;01; C ENGINEER BEFORE CONSTRUCTION CONTINUES. a \a \ 10 630SF 1 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 20,2 ti: \ \ C9 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 1 \ \p ' Q THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF \ p \ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. > � \ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. �\ 27,3 • �- � 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 207-120 9, ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS \\ �'� \ :J�:..;:.• `�� AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. �%` O 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO'VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING J /� \ '` •,`� CONSTRUCTION. 18.01 / Z'� �� tij� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND OF Mass REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND PETER T. IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. o McENTEE N 14. THE ENGINEERING IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED �� O. \ " • CIVIL SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 3 o. 35109 /SZ LR``� �� ss PROPOSED SEPTIC SYSTEM UPGRADE PLAN ENS 16,1 46 WEST TERRACE, CENTERVILLE, MA Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 16,8 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. N0. O WNERN, SOLOMON & PAULINA Engineering Works, Inc. 1"=20' P.T.M. 249-14 FELDMAHOUSE LOCATION TAKEN FROM CERTIFIED PLOT PLAN BY 8 FAIRBANKS STREET, #2 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. BROOKLINE, MA 02446 15.8 E.A.S. SURVEY, INC, SANDWICH, MA„ DATED 12/16/14 (508) 477-5313 2/13/15 P.T.M. 1 Of 2 4 NOTE: TO PREVENT BREAKOUT, THE PROPOSED i ti FINISH GRADE SHALL NOT BE < EL:28.5 EXISTING FOR A DISTANCE OF 15"AROUND AROUND THE PERIMETER OF THE S.A.S. HOUSE#46) SEPTIC TANK PROPOSED S.A.S. T.O.F.=31.5f INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" OUTLET AND SET TO 6' OF FINISH GRADE INSTALL RISER & COVER OF FINISH GRADE FOR INSPECTION PURPOSES T.O.F.=31.5t SET TO 6" OF GRADE F.G. EL.=30.0t F.G. EL.=31.8t F.G. EL.=30.8t F.G. EL.=31.5f K MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 15' �+ i Lag' ELe5' O ® S=1% (MIN.) ® S=11- :Womm % (MIN.) S=1% (MIN.) �-� 00 .A 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 10"I pd .. s14B6 .� INV.=28.55 48" LIQUID INV.=28.30 PEFF!E 4 8' 4' LEVELGAS BAFFLE INV.=28.22 INV.=28.05 PROP. S.A.SPROPOSED D-BOX TIVE WIDTH = 12.8' / / INV.=28.00 / PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN CONTRACTOR SHALL CONNECT TO EXISTING H-10 RATED S.A.S. LAYOUT T 3" LAYER OF 1/8" TO 1/2" dy! V SUITABLE 4" C.I. OR SCH 40 PVC SEWER DOUBLE WASHED STONE AT, OR ABOVE, INV. EL.=28.70 TOP CONC. ELEV.=28.8t (OR APPROVED FILTER FABRIC) NOTES: BREAKOUT ELEV.=28.50 aaa® eases aae®a 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=28.00 ease aaa�a ®®®® ® ®®® INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=26.00 E3 ®®®® ® ®®® ® 33 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL & TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING 4' $5' 4' w ® 6" CRUSHED STONE BASE, AS SPECIFIED IN 310 PERVIOUS MATERIAL - VARIES-REFER TO SKETCH _ c� z ®LT®E3 E3 Ea CMR 15.221(2). 5' MIN. SEPARATION TO G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W. EL.=18.7 — 3/4"WASHED STONEUBLE 4) CONTRACTOR SHALL INSTALL A GAS BAFFLE ON 102" THE OUTLET TEE. SEPTIC SYSTEM PROFILE SECTION SOIL LOG 4" KNOCKOUT DESIGN CRITERIA I---21.3 DATE: DECEMBER 15, 2014 (REF P#14,590) 20" DIA. COVER ---I ----- r— 1T SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) 4" KNOCKOUT 4" KNOCKOUT 62" NUMBER OF BEDROOMS: 3 BEDROOMS Ti BOTTOM AREAiN WITNESS: DONNA MIORANDI R.S. 0 CLASS I -O SOIL TEXTURAL CLASS: HEALTH AGENT 1 320.0 S.F. I ELEV. TP- 1 DEPTH ELEy. TP—2 DEPTH DESIGN PERCOLATION RATE: <2 MIN/IN 1 J_1__I_ I � r� 3,7 30.5 q 011 30.2 q O�� 4" KNOCKOUT DAILY FLOW: 330 GPD L��� DESIGN FLOW: 330 GPD 1--12.8' LOAMY SAND LOAMY SAND GARBAGE GRINDER: NO 8.5' 30.2 B 10YR 4/2 4„ 97.4 B 10YR 4/2 4„ 500 GALLON CAPACITY, H-10 LOADING PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PERIMETER=75.6' LOAMY SAND LOAMY SAND "AN LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SAS DIMENSIONS 29.0 18" 94.9 20" CHAMBERS .74 GPD/SF SKETCH C 10YR 5/8 PERC C 10YR 5/8 N.T.S. 20"/36" USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY 4' DOUBLE WASHED STONE—ALL SIDES MED. SAND I MED. SAND 46 WEST TERRACE, CENTERVILLE, MA 2.5Y 6/6 2.5Y 6/6 SIDEWALL AREA: 76.4'(PERIMETER LENGTH) x 2'(EFF. DEPTH) = 151.2 SF Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA:............................................................................ = 320.0 SF Engineering by: SCALE DRAWN JOB. NO. 471.2 SF NTS P.T.M. 249-14 TOTAL AREA:.................................................................................... Engineering Works, Inc. 19.0 138" 18.7 138' 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER, PERC RATE: <2 MINJIN. (508) 477-5313 2/13/15 P.T.M. 2 Of 2 L � 3- Foo� w o33Z�oZ9 7 45'-0"t (NEW ADDITION) I (EXIST. CONSTUCTION) � q u=io�coac��3�1� wI �mgQ�sN www Pw0 Z 0U REV. NO.:3 Ij O " DATE: SIDING SEE ELEVATION 1/19/2015 1/29/2015 "TYVEK" HOUSEWRAP J m - 2/15/2015 :1 1/2" COX PLYWOOD EXIST. DECK } �;s„ S I` - �+��• NEW VERIFY DECKING G� 2x4®16" O.C. 8 (FIELD VERIFY W/ OWNER) (MATCH EXISTING) G ~LA Z x R-13 BATT. INSUL. I 1' (MATCH EXISTING) 6 MIL. POLY VAPOR BARRIER i cn U EXIST. 1/2" G.W.B. i 4 Cp f-- l --- v® L------- - Q �•+ 1 - REF 30" Q w 0 EXIST. IEXIST. I I;I I � NEW BATH� � vau�HcLc.) 0 o BATH BEDROOM RAN YPICAL WALL DETAILO� DINING Q "' (D'T SCALE 1-1/2" = 1 -Q v o +S�' PULL ON.--7 1 fig. F STAIR I _ tO �T C +s• `rT I 1 Z i Be +y4• -- ` -� EXIST. 12_f C.O. F C p•k 4. e3_.E O e ------------------- • Ff O vVDH2256 -------- ---------- DN. N o V 4'-0" 3'-O" I ~ N ai Cl kp � FLAT CING. w 7' 0" W U (NEW ADDITION) EXISTING EXIST. U NOTE: EXIST. LIVING RM. I BEDROOM Z B ij Q W ALL WINDOWS ARE TO BE C4 BEDROOM (VAULT CLG:) CS^ JELD—WEN SERIES I---1'''14 NO GRILLES (FIELD VERIFY W/ OWNER) I w ?D$KING) EXIST. EX15T. NEW D(NEW AZEK 1 GENERAL NOTES: 4 I 9 11 " I'1-------IIt 1.) CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND DIMENSIONS C3 r \ ,w IN THE FIELD PRIOR TO THE START OF WORK 2.) CONTRACTOR TO REMOVE EXISTING WALLS, DOORS AND WINDOWS ETC. AS 1 10-191 �+ w REQUIRED FOR NEW CONSTRUCTION. -3 L1 - U _ rrTT C.O F� 3.) ALL NEW CONSTRUCTION TO MATCH EXISTING CONSTRUCTION CZ --J J IN MATERIAL, DETAIL, AND FINISH. yp 4.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT Z Cal FIRST FLOOR TO BE 6'-10" ABOVE SUBFLOOR Q 5.) ALL WORK SHALL CONFORM TO THE MASSACHUSETTS H it-0' '_••' W `� STATE BUILDING CODE AND ALL OTHER APPLICABLE LOCAL CODES 45'-0"t _ a N Q m { EXIST. CONSTUCTION) 6.) ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES, _A DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS c SCALE SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE FIRST FLOOR PLAN DWG. NO.: BUILDING CONTRACTOR. D 1'y Li 7.) CONTRACTOR IS TO DOUBLE ALL JACK & KING STUDS LEGEND r--1 EXISTING WALL CONSTRUCTION TO REMAIN ■ 47 7- �9�Z� ® NEW WALL CONSTRUCTION `\v. (F! �G [-� EXISTING WALL CONSTRUCTION TO BE REMOVED