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HomeMy WebLinkAbout0202 WHISTLEBERRY DRIVE - Health 202 WHISTLEBERRY LW,7 Marstons Mills A= 062 - 026 , i TOWN OF BARNSTABLE LOCATION vE SEWAGE# o20 /7 —3 4A VILLAGE A; ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.-,,%ACcQ aC-F AIoR/ill S'08-?I6-2`TS3 SEPTIC TANK CAPACITY /S O o i!�7A 6(o A-( LEACHING FACILITY:(type) H 2 o 664m hee (size) SO o c NO.OF BEDROOMS .3 OWNER AkAelcyy t 6�41 PERMIT DATE: /D -S— 17 COMPLIANCE DATE: Separation Distance Between the: 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) 11! Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachin facility) /a Feet FURNISHED BY ALL CaMPo NEK l.S 3 z � 4ARAoc well rN�i 17ECL< J o 5- vewr 34.4� 13"3,- fig'. S 13- 4 = 57`E,6 ' No. � � Fee THE COMMONWEALTH OF19SSA HUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS AnYlatatl0n for Disposal 6 BtPm CDn8trUttIOY Permit C �.t Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �yp AYH WIf E_ 3>^' Owner's Name,Address,and Tel.No. » �. X Assessor's Map/Parcel db 2- Q 2-C, 4411 Installer's Name,Address,and Tel:"No. Designer's N4me,Address, d Tel.No. L A, Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) -Other Type of Building �lle+B� �f y its No.of Persons Showers(`'f) Cafeteria( ) Other Fixtures 1(s r Design Flow(min.required) ® gpd Design flow provided "//T��� . 3,S-- gpd Plan Date p X91 gypp? Number of sh is Revision Date -_ Q�-�F - 47 Title �7i �yvf / rJ Size of Septic Tank tS 40 Type of S.A.S. (!!46frjd L�,�?_/► Description of Soil Q& ���►-/�( Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure a construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 o Environmental Code and not to place the system in operation until a Certificate of ompliance has been issued b his Board of -� d_ ® Date Application Approved by Date Application Disapproved by L17Date for the following reasons Permit No. Date Issued ti .k �'t•n. i4�,'z`jt+`T'*.J. '- - .w� ...3. .,,_. .r �' i._°r'.,;. �. - ��f" .«.. No. / — Fee r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rnplication for Misposal etettt Construction ermit p , 40001 NO Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System Individual Coin ponents Location Address or Lot No. ! ,Owner's Name,Address,and Tel.No. r x> Assessor's Map/Parcel Z Installer's Name,Address,and Tel.No. Designer's Name,Address,~and Tel.No. Type of Building: Dwelling .No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building jW10jf CA i1N^'E No.of Persons Showers(y) Cafeteria( ) Other Fixtures �l Design Flow;min.required) 330 gpd Design flow provided 4c 3 S— gpd t /- Plan Date O ` �`9 + / Number of sh is Revision Date e— f' 7 Title 20 2— � /sea!4 ^/`�b' Al/✓ _ Size of Septic Tank 00 Type of S.A.S. Description of Soil D/V + f ' Nature of Repairs or Alterations(Answer when applicable) ( Date last inspected: Agreement: �. The undersigned agrees to ensure a construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 o Environmental Code and not to place the system in operation until a Certificate of ompliance has been issued by_trhis Board of i 1 < igned �j �;(y P /f'�"` Date / Application Approved b /1 1 T. 1� � ' !/pp pp y , �� Date Application Disapproved by - / Date for the following reasons ' A Permit No. v —/ Date Issued 1 1 f•12 - - --- - - ----- - -- v -- ------- ---r -- --- - --- --------- -----, -- -- -- -=- - - == THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site S- age Disposal system Constructed ) Repaired( ) Upgraded( ) Ab7andoned! )by) r / , 7 //C at (� /t 0157 11 ® �� as been convstructe in ale K_ddaed ce �• dam//with the provisions of Title 5 and the for Disposal System Construction Permit Nv r Installer „ Designer ..►- #bedrooms Approved design flow �J `9 gpd `:,.. lo The issuance of this permitghall not be construed as a guarantee that the system will funs'on as d'e igned. Date � �� Inspector /i ----------W " ° ---- - - - = - - - - -- - - - - -- - - (, — No. �-' Fee `/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction 3permit -� Permission is hereby granted to Construct�xj pp/air( !) Up ade( )J� AbandonSystem located at !/I / LO(,C 0 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. Provided:Cons o mmus beo pleted within three years of the date of this permit. 1 Date Approved by / I � � Town of Barnstable Regulatory Services Richard V. Scali,Interim Director `* HARNWA M Public Health Division 1659. �► " Thomas McKean,Director t 200 Main Street,Hyannis,MA 02601 a Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form i Date: Sewage Permit# Assessor's Map\Parcel �► ~�- —�-#PHEN DOYLE AND t SSOCIATE67 Designer; 42 rA sar .err;,��p l Installer: �,4-c&v0s Moie iN EAST FALMOUTH,MASSACHUSEM ' Address: Tess: logr 6Jd9ur++ay*aolcom On /D S' / ���"'es /y1Dlz/�r was issued,a permit to installea (d e) (installer) septic system at -Lo-z' \41 V,-"\ r yZr ,based on a design drawn by (address) dated 4� z .- t-I- (de igner) i I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the ; distribution box and/or septic tank. Strip out (if required) was inspected and the 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 relocation.of any component of the septic system) but in accordance with State& Local.Regulations. Plan;revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the.system referenced above was constructed in compliance with the terms of the I\A approval letters(if applicable) ,_.a ok�DAVI nstaller's.Signature) w oovLE --+ 4c '; 1,ia' JPs d NO:3'S59 X Y Y S`?„ ,v'4&�' � fir S " (Designer's Signature) (A 1 's Stamp Here")— .-PLEASE RETURN TO .BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form.Rev 8-14-13.doc Town of Barnstable P o I Z Department of Regulatory Services f r Public Health Division Date -zc9 ?� MA91 w; sa34 200 Main Street,Hynnuis MA 02601 Date Scheduled 2&Z -2 Time l Fee Pd._ \r>r-> J , Soil Suitability Assessment for S e Disposal " Performed•By:_ ��Q���� i oy.t s:._ . Witnessed By: LOCATION&.GENERAL INFORMATION Location Address 2_0 \ I i � -�� Owner's Name Address Assessor's Map/Parcel• ` (�'�/.--Z (o Engineer's Name 4z NEW CONSTRUCTION ✓ REPAIR Teleph one/k ��3 Land Use-_ �� � Slopes(96) Z Z7 Surface Stones I t Distances firm: Open Water Body ►00 ft Possible Wet-Arta t o ft Drinking Water Wcli ft Drnlhage Way ft Property Line to ft Other SIKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes) •Zv -Z 30 } 4 ONx' 1 in \ w10' '/ / :L F J r Z� —� 3 W 3r At Parent material(geologic)• g ) �Y-n e Depth to Bedrock S/U Depth to Groundwater. Standing Water In Hole: ,0 Weeping 1Yoln Pit Fnea Estimated Seasonal High Groundwater DETE��ATION FOR SEASONAL HIGH WATERTABLE Method Used: Depth Obsc a tanding in obs.hole: In, Depth to sail mottles, In,' Depth to weeping from side of obs.hole: __— .In, Groundwater Adjustment f. Index Well-ir Reading Date: Index Well Imvol Adj hetor Adj.Groundwater- evnl,. PERCOLATION TEST Do to 2:1,± Time-X 4_0 Observation HoL•# _�_ 3 Time at h" Depth of Perot u ��'Z " Tlme at 6" Start Pre-soak Time @ B;OD Lo` + Time(V-6' End Pre-soak 1 .y ,o Rate Min./Inch Sit Suitability Assessment. S assed Site Felled: Additional Testing Needed(YM) Original: Public Health DIv1.I Observiition Hole Data To Be Completed on Back---- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# tt� Depth from Soil Horizon Soil Texture Shcl Color Soil. `"Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders. COT sl a 6' a Lo t-A z.y Lh tt d r > a;, G o y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil her Surface(in.) (USDA) (Munsoll) ' Mottling (Structure,Stones,Boulders. onsl3tency. . •Cg A �.�as�.t✓ �' o 0 - 3LO L.S 1 .yttA. 1 to � 1 v DEEP OBSERVATION HOLE LOG Holp,# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones,Boulders.. Consistency. 48 � �S to 2 DEEP OBSERVATION HOLE LOG Hole# Depth fi•om Soil Horizon Soil Texture Soil Color Soil ther Surface(in.) (USDA) (Mansell) Mottling (Structure,Slopes;Boulders, s j Consistency. > Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No V/1 Yes Within 100 year flood boundary No,_,�,_/ Yes . Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio s material exist in all areas observed thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occuning pervious material? Ceitification I certify that on (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,a peruse and experience descriaed in 310 CMR 15.017. Signature l Date Q WEPTICIPEACPORM.DOC � �.:�,�'.••^''" I x \`\+ �.�.. 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'2.0- 5.0.' ,- •" 4 4;y _ AN(Bruce Devlin Designs� @opysighc . 1 I LOCU5 ADDRESS: 202 WI115TLEBERRY DRIVE MAR5TON5 MILLS, MA 02G48 `` S64o �\3\2� �'/•6)30'F ASSESSORS MAP G2 PARCEL 2G N8G° 20 0511E LOT 22 230,37' 48,433± S.F. 220.00' H2O 1 500 TANK N8G0 266' 0511E H2O D/13 0 40 80 (3) 500 GAL. 2 I Feet H2O CHAMBERS 3 Sg�o SCALE: I"- 40' 4'OF 5TONE PORCH ALL AROUND 4 "`- S c� GARAGE goo �S VENT :` DWELLING — ` 5 SHED SS COMPONENT TIE CHART A- I = 1 5.5' 5- I = 34.4' 1001 BVW BUFFER LINE — ABOVE L A- 2 = 23.3' 8- 2 = 37.7 A- 3 = 45.9' 8-3 = 48.5' A-4 = 53.9' B-4 = 54.G' - GO.92' �F A- 5 = 53.8' 8- 5 = 4G.5' - _ � 13.00' � 50 � TREE u1NE o ` OZ°W 3h �O OF g 0 Q o EDGD 57 � _� Oo 01 .00 5 ��su? `p leN � _________ ____ er �►�P�';t i i)I' O� �s - I`� v 8 •s sT�rrIr-LJ � ► CRANBERRY B 5eptic System As-Built Drawing O m► 4" DOYLE ► i For: 202 Whl5tleberry Drive, Mar5ton5 Mills, MA � II II►,���Fs �0 ♦ I I Stephen Doyle * AsSnnatPs ► - SIJ \t I �� � � P. 0. Box G2 I East Falmouth, Ma55achu5ett5 0253G Telephone: 508 540-2534 5jd5urvey@aol.com DATE: JULY 17, 2018 SCALE: 1" = 40' rn �G � O rnI L=20.02 I ��! R= 185.00 \\ 01 s6 yr 3 I (� 16 I I ' WHI5TLE13ERRY To DRIVE 26. S OS"Ecly -62 ..................... c/ It j /'�' \ LOCUS MAP AY eel LOCUS ADDRE55: 202 Y DRIVE MAR5TON5LMILLS, MA 02648 TOP FOUND. EL. 70.0' SEPTIC 5Y5T E M P ISO f I LE VIEW N .T. S . J ( \ / / A55E55OR5 MAP �G2 PARCEL 2G z REFERENCE DEED: 25520 - I G7 I•P. WITH SCREW TYPE CAP TO WITHIN �. � � FINISHED GRADE EL. G8.0' " 3"OF FINISHED GRADE(ONE PER TRENCH) l/lllllllllllllllllllllll 6"///////////lllll/lllll//Illlll 6 II/llll llllllllll FIN15HED GRADE EL. G5.0 I / �4 \tea' PLAN REFERENCE: 349 - 55 Imo• ` � , IIII/II 6"1III I III/II I III lII lIIIII l FINISHED GRADE EL.G8.0' J I \ " I G ZONING DISTRICT: RF I��l����������L����I ���� 6 ���I������������ l ` GROUNDWATER OVERLAYD15TMCT: GP RISER l j cru 'L: 20 20 EL. GG.6±' RISER FILTER FABRIC \ I \ \�2 RESOURCE PROTECTION OVERLAY ONE RI5ER PER TRENCH 100%S.A.5. RESERVE AREA MA ESTUARIES OVERLAY G5.IG' Dia. � Dia. -- - ±G5.8' PROPOSED 1500 GAL, TANK -•----- 8.5' -I I EL G5:01 rn� �� ' / RET. WALL INVERT EL. f INVERT EL °• • -° \ -- - G5.4G' I GAS INVERT�L. INVERT EL, o o a a o 0 o = o / a o o O o 0 0 0 ° 72 -`� - 1 . G5.21 I ° ' .° / ° 0 PROPOSED S,A.S. BUILDING SETBACK REQUIREMENTS: BAFFLE Min. G" INV. EL. o 0 o a a o a o a o 0 0 0 0 0 o a ° 7 �_ ° o o a o 0 o a s o o a o a a a s a ° ° G2.I T FRONT 30 FEET Liquid Level 48' G4.79 Sum G4.59 I. '° . o a a o 0 o a a o a o a a a a o o CHAMBER TRENCH SIDE � REAR 15 FEET G4.17' -- 39" // 39" r- 70 o 3/4"- 1 1/2"DOUBLE WA5HED STONE DISTRIBUTION BOX 32 \ `70- / FEMA ZONE: "X" H2O LOADING PROPOSED CHAMBER TRENCH \ 6� I 3 `4 / -- /-�� FIRM MAP: 25001 C0541 J PROP05ED 1500 GALLON TANK NUMBER OF TRENCHES = ONE �p ti R� W MAP DATE: DULY I G, 20 14 (DESIGN CAPACITY-330 @ 200%-USE MIN. ALLOWED 1500 GALLON) NUMBER OF PRECAST UNITS PER TRENCH = THREE \ q� 2� o G8 /a' INSTALL THREE 500 GALLON PRECAST UNITS { \ \ ( I r Q 70, _�8 -_ / r- RECORD PROPERTY OWNERS: WITH FOUR FEET OF DOUBLE WASHED STONE BOTTOM OF TEST PIT EL. 57.0' �� 2 \. \ 32, O % �// '� '� LOT 370 REAL ESTATE TRUST AT SIDES 39"AT EACH END 387 TURTLEBACK ROAD r NO GROUND WATER OR <�\ '� 2, � /% / /'O///, 66 SEPTIC TANK.NOTES: PRECAST DISTRIBUTION BOX NOTES: _�- 8 �, / / % /jch MAR�JTONS MILLS, MA, MA 02648 REDOXIMORPHIC FEATURES ENCOUNTERED .� X o / / "/� /� 5 H ULE 40 PVC AND SHALL EXTEND A INSTALL ON A LEVEL BASE REMOVE ANY UNSUITABLE MATERIAL FIVE FEET �q�G TEES SHALL BE CONSTRUCTED OF C ED S �// MINIMUM OF 6"ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON AROUND THE S.A.S. DOWN TO THE C HQRIZC�N �, •.�� \ 6A /T' /�/j/ /� THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE MINIMUM WALL THICKNESS = 2" AND REPLACE WITH CLEAN COURSE SAND PER CLEAN-OUT MANHOLE. MINIMUM INSIDE DIM. = 12" 310 CMR 15.255 \ -68- ��0 PIPE ELEVATION SHALL BE NO LESS THAN 2 NOR MORE THAN 3 THE INLET I E ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT 66- R PO LOT COVERAGE: 2 MINIMUM BELOW INLET INVERT. INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, \ EXISTING COVER BY STRUCTURES 0. 14% THE SEPTIC TANK SHALL BE INS D STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH / -s coti � I �' %!� FEscu�LA \o PROPOSED COVER BY STRUCTURES = 8.0% G"OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND THE DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TO PREVENT SETTLING. TRUE TO GRADE ON A LEVEL, 5TABLE BASE THAT HAS ER O 12 WITH TWO „ _ . .. .. _:;, .. _ ,� ,-""•` � _ � 1HE SEPTIC TANK SHALL,SAVE A MINIMUM GOV. f- ON WHICH G -• BM:-NAIL IN STUMP BEEN MECHANICALLY COMPACTED AND WH _- ? , � /00 t _ 20 MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS EL. GG.BG' 1 60 �_ �\� / OF DURABLE MATERIAL AND SHALL BE PROVIDED WITH ACCESS PORTS. OF CRUSHED STONE HAS BEEN PLACED TO ENSURE -� / •�/ -- �°u�FE / \� ROOF RUN-OFF SHALL BE CONDUCTED DATUM: NAVD88 \R LINE THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE. STABILITY AND TO PREVENT SETTLING. �� � // RELOCATE / %/�// co. \\ TO DRYWELLS 2 THE DISTRIBUTION LINES FROM THE DI5TRIBl)TION BOX SHALL E LASTING v --58 EVATEC ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE SHED \ g DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE PROPOSED STAKED STRAW I I \ _ WATTLES OUTSIDE OF 50' INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. `56 BUFFF�LINE AT WORK LIMTf LINE PROPOSED SHED\ INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH PROPOSED 4"x 4"PT POSTS SET ALONG THE 50' BUFFER LINE ``�_ ~ \ -+---- LOCATION DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY - _ �� OF WORK LIMIT STR4 ATTIJ= LINE � WETLAND CONSULTANT: FASTENED TO THE LINE OR RECONSTRUCTING THE LINES POSTS SHALL BE SPACED AT FORTY -54 -\ FES E LAWN . FOOT INTERVALS-(4)POSTS TOTAL � � � \ � S � \ WET TECH LAND DESIGN, INC. �` P. O.'BOX 1 580 UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. 12.83' -I \ I I -�- POSTS SHALL BE�OALLDGLEARLY � � c�RtN ALONG 5�� ' SAGAMORI= BEACH, M.A 025G2 0I5TIBUTION BOX SHALL HAVE A WATERTIGHT COVER a ` ° o a Q_o a '°°• ° ABOVE GRADE AND SHALL \� �� NG STRAW W / /34" ••Q a o 0 0 0 0 ° a •° 24" DEMARK THE 5O'BU FFER FOR"NO \ �.�., ,_- WATTLE 508 G42-770 I °i. ° •° a a o 0 FURTHER ENCROACHMENT'. NF -�I - \SD \50'BVW BUFFER LINE PROPOSED LEACH TRENCH-END VIEW BVW I EOGEcb OFT \ \S2 \ -54- 50'BVW'BUFFER LINE -�\ ` / \` NUMBER OF TRENCHES = ONE _ ` NUMBER OF PRECAST UNITS PER TRENCH = THREE x� �RFF v; \ N \ �G GENERAL NOTES: INSTALL THREE 500 GALLON PRECAST UNITS BVW 2 ��� `` ` 1 1 • ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP WITH FOUR FEET OF DOUBLE WASHED STONE bb AT SIDES �39"AT EACH END ���\k�'1 �N88RRY B ) 17.00' TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. \ °G ACCESS S7g° \ o 2. ACCESS PORT5 OVER TANK TEES SHALL BE ACCESSIBLE WITHIN G BVW 3 0! O2"w \ \ s�; \ LOT 2 2 `\Z `�: OF FINISHED GRADE. PLAN LEGEND: \ _ xoF°' ,� \ro 48,433± S.F. 0 26 40 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF \ s WITHSTANDING H-10 LOADING UNLE55 THEY ARE UNDER OR WITHIN I O' soi rrT Pfi _ Bvw 4 x�- _ - BVW 5- _ `xp �;� \ I ` \3 p0 Feet OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN ►rcH - _ - _ - - - � c`� 1 SCALE: 'I" = 20' 10' OF DRIVES OR PARKING, UNLESS NOTED. SYSTEM DE51GN DATA: !Bvw�\ ')P05ED WATER SERVICE 4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION THREE BEDROOMS = 3 x 110 GPD = 330 GFD REQ. FLOW -''�W �° 1 ° 3� p OF 51TE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR USE ONE CHAMBER TRENCH, 12.83'W x 32.0'L x 2' EFF. DEPTH aQST�NG CONTOUR \\ w �� \ �gA3 �3? SITE AND SEPTIC PLAN ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. SIDE WALL: [32.0+32.0+ 1 2.83+ 12.831 x 2,0 = 179 5F 6a 1 N_ �� 5. 5EWEh PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLE55 OTHERWISE NOTED) BOTTOM: 12.83 x 32.0 = 410 5F PREPARED FOR G. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE 559 x 0.74 = 435 GPD TOTAL DE51GN FLOW PROVIDED +66.4 Exh.�SPOT GRADE C I �8 / j Bu<"7� � #202 WH(STLEBERRY DRIVE MORTARED IN PLACE. NO GARBAGE DISPOSAL ALLOWED ��Ry Q / 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. P��SEDCONTouR BOG / // 8. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE 6 MARSTONS MILLS, MASSACHUSETTS OURS PRIOR TO ANY REQUIRED INSPECTIONS. / / rn AND ASSOCIATES 24 H '� 9 ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR Ipl PR°'ED DRYWEu / /+47.3 I DATE: JUNE 26, 20 17 COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED- / �P�,(D OF/�jgss SCALE: 1" = 20' 10. ANY AT-GRADE COVERS SHALL BE 5ECUkED TO UNAUTHORIZED SOIL DATA: / / DAVID y TEST DATE: JULY 24, 2017 � � ASSESS PER TITLE V REQUIREMENTS. SOIL EVALUATOR: STEPHEN DOYLE (03/95) /9 MASON HEALTH AGENT: DON DE5MARI5 ch l PLAN REVISIONS: PERC RATE <2 MIN/INCH (C HORIZON) BVW 8 v 9 No.1066 0 �y 07 -31 - 17 REMOVE PROPOSED PATH Fc� L 08-08- 17 CONCOM COMMENTS / ��// ! 08 -29 - 17 CONCOM COMMENTS TP I "'DTP 2 TP 3 TP 4 / // 0, EL. G8.0' /` 0„ EL. G6.0' 0„ EL. G9.G' 0 EL. G9,G' / l A 5L 10YR 3/2 / A SL I OYK 3/2 A 5L I OYR 3/2 A SL I OYR 3/2 / / xtAAA CI.46.7 OF Mass♦�� G B W L5 I OYR 4/G / G B W LS I OYK 4/G B W LS I OYR 4/G B W L5 I OYR 4/G 1 i o`r�QST\EPHENO CyG� 48" EL. G4.0' 48" EL. G4.0' 48 PERC 52"GS.G' 48" EL. j;; I\ i z J i --- PERC @ 52' - --- @111 MED. MED. MED. MED. DOYLE SAND C SAND C SAND \\� :� o N0.37559P ; STEPHEN DOYLE AND ASSOCIATES �' BVW 9 �oF S�o�� : 42 CANTERBURY LANE SAND 2.5Y GIG AAV 2.5Y GIG 2.5Y 6/G 2.5Y GIG �►�/�0 , UR`!�y� EAST FALMOUTH, MA55ACHU5ETT5 0253G C C GRAVEL GRAVEL GRAVEL \\\\ � !� co AND GRAVEL EL. 58.0 EL. 58.G' TELEPHONE: 508 540-2534 132" EL 57.0 32„ EL. 57.0 132 132' ���` �� 5JD5URVEY@AOL.COM NO GROUND WATER OR NO GROUN NO GROUND WATER OR NO GROUND WATER OK REDOXIMORPHIC FEATURES ENCOUNTERED REDOXIMORPHIC FEATURES ENCOUNTERED REDOXIMORPHIC FEATURES ENCOUNTERED REDOXIMORPHIC FEATURES ENCOUNTEf�