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HomeMy WebLinkAbout0116 BAY ROAD - Health (2) C�,�-u - � � a � _ 0 �1 _ -- � � �� t Ii i I i I i i i i I i Il//ISMEAD wEEPIN6 VOU ORGANIZED No. 103U 2-153L MAK IN USA GET ORGANIZED AT SMEAD-COM No. .— Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in co puter: `V PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for Disposal *pstem ConPCompi coon permit Application for a Permit to,Construct(V< Repair( ) Upgrade( ) Abandon( ) ete System ❑Individual Components Location Address or Lot No. //!o _'A�Al. '«?Tut J'" Owner's Name,Address,and Tel.No. -�P.YO t R17A Assessor'sMap/Parcel y-� off/ /7�0/,P-?O Installer's Name,Address,and Tel.No. Desi ner's Name,Address,and Tel.No. FUx2r - MA 01&L-kLA /'& Zvi dlFsv(sfEsP / 0,�Iee9'! Type of Building: Dwelling No.of Bedrooms 13 Lot Size vZr �.� /�` sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) U gpd Design flow provided \YV9 gpd Plan Date Number Number of sheets Revision Datevwla Title ROB Gd ,*G u Y4 Z,_ �i d Size of Septic Tank /�G?7 Type of S.A.S. 'tfGY>GA—' Description of Soil �iiC !Z'G/�•t( ._ .Nature of Repairs or Alterations(Answer when applicable) 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. Signe Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued '1 �� No. ,� Fee ��.✓ ....� THE,COMMONWEALTH-OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for Misposal opstemy Construction3permit Application,for a Permit to Construct(Vile Repair( �,Upgrade( ) Abandon( ) ®"Complete System ❑Individual Components Location Address or Lot No. I/!o All f u i7` Owner's Name,Address,and Tel.No. Assessor's Mao/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. U Pnt15 C �.aG ti (ob t,1c1' QF4 N 1-4leAv tr- 5x �1fbr Y Type of Building: Dwelling No.of Bedrooms Lot Size 4 , i?,ll' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) '. Other Fixtures Design Flow(min.,required) gpd Design flow provided If gpd C t Plan Date ?11191I© "Number of sheets / Revision Date V/6/1,0 (AL Title M,06�� 0,%r4K - Size of Septic Tank /A%� Type of S.A.S. L 7e";V Description of Soil 1S;!5-E FOGS 4,0V , Nature of Repairs or Alterations(Answer when applicable) 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. Signed_ "� --�' , Date Application Approved by � ......:: ,.........r Date ,� �! Application Disapproved by T Date for the following reasons Permit No: Date Issued J M THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Conipliance THIS IS TO CERTIFY„that the On-site Sewage Disposal system Constructed oel Repaired( ) Upgraded( ) Abandoned( )by at //4, WAY 9�., e'YrA % has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Na�-I -%Q 'dated Installer0u A\'+N1 , CYCCG,j& k�UN_ Designer n e�"RIrS<.tlF= ', ✓fir #bedrooms 13 Appro desig.. flori,�F� � gpd The issuance of this permit shall note be construed as a guarantee that the sy tem will function as designed. Date �i � }� inspector �.`�� Fee 0 E THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �IS�IDsaY 6pstern Construction i9ermit Permission is hereby granted to Construct^(,y) Repair( ) Upgrade( ) Abandon( ) System located at- Lr �� sC' • , (7d 7 4`/ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with 1' Title 5 and the following local provisions or special conditions. Provided:Construction must be completed'within three years of the date of this per, it. Date Approved by� 1 t ` TOWN OF BARNSTABLE LOCATION SEWAGE VILLAGE A- ASSESSOR'S MAP&PARCEL 6M_ CM INSTALLER'S NAME&PHONE NO.0 � SEPTIC TANK CAPACITY 50O LEACHING FACILITY:(type)CCX\C Q m size) 2 NO.OF BEDROOMS 3 OWNER\�' 3 PERMIT DATE: COMPLIANCE DATE: 1 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) / Feet FURNISHED BY 5 Wl 6eLy d L\ A.M.Wilson Associates From: A.M.Wilson Associates <amwilsonassoc@amwilsonassociates.com> A. Sent: Wednesday, August 19, 2020 12:47 PM To: 'Desmarais, Donald' Cc: Linda J. Cronin (linda@csn-eng.com) Subject: DWIA/ 116 Bay Road, Cotuit Attachments: MX-2616N_20200819_123636.pdf Don — Attached please find a copy of the revised Disposal Works Application for 116 Bay Road, Cotuit. Linda told me you wanted a copy of Bruce Murphy's 8/22/98, rev'd 9/1/98 septic design. A copy of that v plan is attached as well. I'll Dave the application, plans and check in the Board of Health box at Town Hall later today. Thanks for your help. - Arlene A.M. Wilson Associates, Inc. 20 Rascally Rabbit Road - Unit 3 Marstons IvPills, NIA 02648 508-420-9792 am�aailsona3soc damlwilsonassociates.com WINNa.am\Awilsonassociates.com • 1 - f N0. � Enteredz t� I THE COMMONWEALTH OF MASSACHUSETTS Y� PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE,,MASSACHUSETTS tumiikf or his Deal 4 stem oftwhon Permit Apphcation.for a Permit to Construct( 'Repair(.`')- Upgrade( ) Abandon(. )' Complete System EI'Mvidualtomponents Location Address or LotNo. //611�Al j'(b7z r pwner's Name,Address,and Tel'.No: 4V#f.O&M keel, Assessor's Map/Parcel dCC 'AGE ils Oi -z O Installer's Name,Address,and Tel..No. Des' er's Name;Address,and Tel.No. Type pf Bnitlding: f Dwelling No.of Bedrooms Lot Size 5,_� sq.ft. Garbage Grinder( ) oiher. Type of Building. No,of Persons Showers( ) Cafeteria r Other Fixtures- Design Flow(min"required) O gpd Design flow provided, gpd -Plan Date /0 L4 Number of sheets / Revision Date T.itie ,WA � Si oof Septic Tank /�� Type of S A S;- G Description of Soil �GT' a•I[ tt�/9a .Nature of Repairs or Alterations(Answer when applicable)_ 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 Environmentat Code and not to place the system in operation until a:Certificate of Compliance has been issued by this:Board of Ifealth... Si Date Application-Approved by Date Application Disapproved by Date for the following reasons: Permit No. Date Issued a"r, THE COMMONWEALTH OF.MASSACHUSETFS BARNSTABLE,MASSACHUSETTS (Certiftate of tonmtance - TIIIS:IS:TO CERTIFY,that the-On-site Sewage Disposal`system Constructed( Repaired( ) Upgraded( )' x Abandoned( )by R Lt Ilas been,coastructed maccordance t with the;provisions of Ti . 5 and"the for Disposal.System.Construction Pemtit bl dated .. . Installer Desigter_LittM �. t1Crz 175 #bedrooms. -� Approved destga Clow ,35 gpd. T6 issuance of this permit shall not be construed as a guarantee that ti a system wdl function as.,desigaed; Date - . .. ,Inspeetot` - f Q A.M.Wilson Associates Inc. LETTER OF TRANSMITTAL TO: ��� ' M &A l S DATE: /O F 1_d 090 ES J�0 FILE NO: WeO -- Z�0 !-7` RE: P/a-a eey,�i�S/D n /!Ze' �Qq t+�1✓j �v7� r� We are sending you the following items(s): Copies Date Description 02 CP✓ �e /G' e S 66'GL \5' s i COMMENTS: - % S u` I�Z- d/6/,i �a (Y©a ado '::w 1e/?12-,::5�? 7� -4f / PLC � tS� l C y `� \5 -,W c1 ��� a2r JPlease do not hesitate to call us a y questions. If enclosures are not noted, kindly notify us at once. Signed 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 4j`` S�NooL � l lLL �, tar er BENCHMARK.- ! yD 4, �/// c6 M9• /-_ AY- 7/22eYM'R678 wUIVDUPr' 2 / f �eb0 p 50.0, r z l�LOCu s Ile .o LOT 86 / M.A. 7/2! O 1` Sao ARSA-ze, s �OQ / •'el / I� l/ j- /� -PRoAoSBG _ ,r/ r \\\ I i4a2 LOCUS MAP 3 BEDROOMHOE rap- 4zo i�n ' PLAN REP. 15/67-& 256146 v /f 2 , o i / /v ` RFS ZONE RF' IL/ o ll � , / S se, o / 11, VACANT CROUNWATER PROTECTION g9 / / JAI, errs- \ 4szr�. ` AL. z/S2 OVERLAY DISTRICT "AP" iR' '�' a ia••'$ fro 1 1.1 , 4. ,120 PROJECT LOCA T/ON AK 116 BAY ROAD aOWD '�� -_ �A!-42., nr ,►(� COTUIT, MA. UpoLe APPLICANT' § JOHN A. KELLEY YANK££ SURVEY CONSUL TANTS At 7/10 O.a9 K A 4 P. BOX 255 corn WATER UNIT 5, 408 INDUSTRY ROAD AR 7/s8 MARSTONS MILLS, MA. 02648 / TOWN WAr6R PH(508)428-0055 :- FAX(508)420-555J SCALE.• I DA TE' a 22 98 REV.• 9/1/98 R£V.• 2112199 JOB NO. 51582A SHEET I OF 2 a A.M.Wilson Associates Inc. February 16, 1999 Barnstable Conservation Commission Town Hall 367 Main Street Hyannis, MA 02601 1 RE: Kelley Deck NOI - SE3-3449 Plan Revision (Our File No. 2.0918.0) Dear Commissioners: Attached please find copies of revised plans for the above captioned project. The plan change involves a slight change in the 9 g angle on the southerly side of the deck and the southwest corner of the house in order to provide the required front yard setback from Mashpee Road, the paper street running along the south side of the property. The work limit/siltation control remains at 50' landward of the top of coastal bank The deck is at least 54 ' landward of the bank. Please don't hesitate to contact our office if you require any further information. i Yours A. M. WILSON ASSOCIATES, INC. Arlene Wilson, PWS Principal Environmental Planner attachment cc: DEP John Kelley Yankee Survey 299AW24/csp P.O.Box 486 _ I 3261.Main Street 508 375 0327508 4281450 Barnstable,MA 02630 FAX 375 0329 .. . .: .... . �ol� f Barnstable . ... '' '° 4 RAT -Iatu. services ..: ::: •1 . : '1€tie. V Sca .,In erim,.I�2rector ..> irrernst�, . I'ubfac ealth Dflvtision o,�t►t i' 'Thomas McKean, Director . - Main Street,Hyannis,, O26Ql ..... 508 862 4644 Ir.-I.arc. 508 79Q-6304 . Installer&llesin:er Certifcatron Farm: . lDate'; .bxZ Sewn e>E'ermXt# Z � ...{��.g ssessar's NtaplParcel l— a Z� . -t"'I c C"�n- ,..: t c � Installer C�1.r;:�,v, 51 . co.v� -mac Address �� . .c am lcl � Address., o;_ 3c� c ` `� .. . . .. . . ....... .... y. ih1- � c j� On �✓ "` + `sxv was Lssued a peixnit tv xistall a relate} {install'ex} . - . septicsystezr at 1:1 r �a-1 'k> ` bused on a design drawn by �.:rtf'i . 4 to- �$ EEC.a address) �S :,�r n .. date dated f t t, i . 12-.f t o .: . . (designer . . .. ...... . . ....- . - . I certify that;tl a septte systeirr referenced above was ustalled substant>ally.aceordirg to =mdx which Wray include minor approved changes such::as lateral relocation of the;::; b arid/ar septic tank Strip out (if required}:vvas inspected :and the soils: were found satisfactory... I certify that the septic system referenced above was:installed with'inajor chaizges i e greater than 10' lateral relocation>of the:SAS or any vertical relocation of any component ... of the sep frc system} but in accordance with State&Local Regulations Plan revision or certified as-builf by designer to follow. Strip out(if required),was inspected and the soils were:f`ortnd satisfactory I certify the the system referenced above was constructed iri r with the terms . of the ltA approval letters(if applicable) , $r 't ' ller s gnature}. a8 0.:.: 1 ------ otss�¢�� " . (Dgs is S[gnaxure} (Affix Design ere} . PLEASE RETURN T� BARI�TSTAILE PU1B]LYC lH[EALIH DIVIBRE)N CEI2TIICATE �F C�DIYIP)I,4 CE L Nt T BE_:ISSUEI� UNTWIL :I0T f TIlIIS FORM A11TD AS �UiLT CARD ARE 1�ECETVEID B�'T;EE BARNSTA�LE I'IJBL[C IEALTd ;DTYISION. TII Nw you . ... ... . .. . Se.u .:. .. . .: uesip ert;etttfiittttaz�:karinxZev8-ld-13.doe . . engineers note.'fhts I. ,...cation isffmited to,an as-but.t.inspection of system components:as tnstaiied prior to backfi� The. engineef did not supervise construction of the system.The installer assumes'responsibility for all materials workmanship,tiaokfiiling to spec;fi®dgrades with proper compacbori ind:setting risrjrsfcovars as.shown on the design plan F f SCN0 L STRgE 9. HSE Of WELL __-: LOT 67 BENCHMARK �- A.'M. 7/22 Mp OF CONCRETE BOUNDARY Q' / Ca EMV.=44.B(N.C.V.D.) ..G � N79 46 pp•,W 1500, to �� y N 0 4 4' LOCUS �N 0� ' / LOT 36 70/ �a 5 A.M. 7121 5a o' AREA=26,006f S.F. �� 1 / r / / te.o / I ,(41.2 LOCUS MAP QQIL � o � PROPOSED o � � � p r� 3 BEDROOM � / o a HOUSE i r PLAN REF 15167 & 256146 l� ♦0 / 1 / p,0 �1 � T.O.F.= 47.0 / rng� � r �' �] »/„ / o o �� O / I r� RES. ZONE. RF M�60 ll 1� / / '� i� a /moo• O / i r. VACANT GROUNWATER PROTECTION 7' `l. 43.7 r,4 O A.M. 7/32 » „ / � / / 70 sot• T i 80,B• '� ,�,, O VERLA Y DISTRICT AP � 6 I lbb I {Y i '� b 10 4• �` Iryb I i r___ O lI �011 4F'__ -__-_ TPA! O r -�'ERA'N79V6�p..# 1 16. - 4 -110/ Z,68 o� 1430 PROJEC T L OCA T/ON W 68f ROAD ,�, UPOLE• A.M. 7/33 116 BAY �SHpe. �A J 43.1. 42 3 TDWN WA TER CO TUIT, MA. �PAp�R RO DOWD _ f, APPLICANT UPOLE 4z JOHN A. KELLEY --� , o� 0- v r ' YANKEE SUR I/EY CONSUL TAN TS .4� A�i1T 83 20 P. O. BOX 255 I i � _ � = TOWN WATER r UNIT 5, 408 INDUSTRY ROA D ? i� aRG. UCE � A.M. 7/36 MARSTONS MILLS, MA. 02648 o- u� PAUL TOWN WATER PH.(508)428-0055 — FAX(508J420-5553 No. 32 IDA TE. 8122198 v SCALE. 1"=30' Irma �°� RE V. 911198 REV. JOB NO. 51582 SHEET 1 OF 2 EL. TOP OF FOUNDATION ' 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V.C. 2"LAYER OF MIN. PITCH 1/8 PER FT WAS 8E_112 STONE EL= 46 / / / / CONCRETE CO VER EL 46. 1 4" CAST IRON PIPE CLEAN SAND PITCH 114'� MINIMUM � 9» '� MIN. PIPE P/TCH 1/16" PER FT.= 0.005 MIN. FLOW LINE EL=43' INVERT 1 N 14" ENDCAP -2.0'� 0 0 0 00 0 00 ° o ��o0 00 00 ° ° ° EL.= 44_5-- INVERT / LEVEL 0 0 ° 0 o ° o 0 0 00 CAS s SUM ° ° C ° ° 0 0 ° p 0 0 112 ° ° ° ° ° ° O ° ° O O BAFFLE _ 44' "' IN IN 0 0 o0 0 ° 0 L o 4 o B 0 0 0° =41.5' INVERT EL.- — EL.= 44.25' EL.= 43'-- EL.= 42. 75' (TOBE PLACED ON FIRM BASE) DISTRIBUTION INVERT, MECHANICALLY COMPACTED OR B" OF STONE BOX EL 4'�5 12x 40'x 1' 1500 --GALLONS TO BE WATER TESTED FIELD FORMATION SEPTIC TANK IF MORE THAN ONE OUTLET PLACE ON s" STONE 3�4" TO !-1/2" SOIL ABSORPTION WASHED S714RE PROFILE OF SYSTEM (SA ) j SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR OSGS PROBABLE WATER TABLE ELEV. =_35.0 - NOT TO SCALE NO OBSER VED WA TER TABLE (5119198) ELEV. __ 35.0 OBSER VA TION HOLE 1 ELEV=_ 46 _ PERCOLA TION RA TE 'S _ MIN./ INCH A T _,36:- INCHES OBSF,R VA TION. .MOLE 2. ELEV. 46_0' t DEPTH HORIZ TWXTVRE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT OTHER 0-4" 0 ORGANIC 0-4" 0 ORGANIC 4"-9" A SANDY LOAM 10YR 4-2 4"-9" A SANDY LOAM IOYR .4- 9"-36" B LOAMY SAND 10YR 5-8 9"-36" B LOAMY SAND 10YR 5- GENERAL NO TES 36"-132' Cl . MED. SAND 10YR 6-6 PERK. 36"-132' Cl MED. SAND 10YR 6-6 (COTUIT SAND) (COTUIT SAND) 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NO WATER ENCOUNTERED TITLE 5 AND THE TOWN OF -BAR RULES AND NO WATER ENCOUNTERED REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN .12" DATE OF SOIL TEST 5119198 SOIL TEST DONE BY BRUCE G. MURPHY, R S. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED jBY: JERRY DUNNING WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN CALCULATIONS.' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. NUMBER OF BEDROOMS . 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL GARBAGE DISPOSAL . . . . . . . . . NO BE MORTERED IN PLACE. TOTAL ESTIMATED FLOW 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ( 110__GAL/BR./DAY x 3--- BR) 330 GAL/DA Y DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR SOIL CLASSIFICA TION . . . . . . . 1 IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERGOLA TION RATE . . . . . < 5 MIN./IN. PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . . . . . . . 74 GAL/DA Y/S.F. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS LEACHING CAPACITY (AREA X RATE) 355 GAL/PA Y SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. RESERVE LEACHING CAPACITY . . . 355 GAL/DA Y 8) PARCEL IS IN FLOOD ZONE __C 7. (40xl2x. 74) 9) LOT IS SHOWN ON ASSESSORS MAP ____ AS PARCEL _21___. SHEET 2 OF 2 JOB NUMBER_ 51582 _______ _ TOP OF FINISH FLOOR 24"dameterconcretecovere 24"dameter Concrete covers EL-47.0 raised to within 6"of finish grade raised to wrthm 61of finish grade r4l'PVC VENT C OtU It CAP6Y,.SEAR' SYSTEM DESIGN CALCULATIONS CONSERVATION NOTES : GENERAL NOTE: s�yo MA s6 MIN ASSESSORS DATA: O( EL=44.5-45,0; EL=45.0+ EL=45.4(mar) ` � SEWAGE DESIGNFLOJ'VVREQU/RED.•3 BEDROOMDWELL/NG Qa !IOGPD/BEDROOM I,} LIMIT OF WORK SHALL BE AS SHOWN. A ROW OF DOUSE=STAKED MAP 7 PARCEL 2 I _ � 330 GPD REQUIRED HAYBALES OR COIR LOGS SHALL BE CONSTRUCTED ALONG THE LIMIT e \ \ \ \ OF WORK LINE PRIOR TO THE COMMENCEMENT OF ANY WORK. REFERENCE DEED: I 1 839-GG /- SEWAGE DE51GN FLOW PROVIDED: TWO(2)500 GALLON LEACH CHAMBERS WITH / cs W 4'OF5TONEALL AROUND 2.)ALL DISTURBED AREAS SHALL BE LANDSCAPED. PLANTINGS SHALL REFERENCE PLANS: INCLUDE A MIXTURE OF INDIGENOUS SHRUBS AND GROUNDCOVER 4 3.7f ► 5-G7, {32- 143 25G-46 / � 43.2+ 42,4•i- Vt=((25.0x /2.63) t 2(25.0+ 12.63)x 21x.74 FROM THE APPROVED PLANT LIST. R =349.3 GPD PROVIDED � /�'4 a . •. m ' " ZONING DISTRICT: RF ` GNOTa`TlLEOPAB4 C/2"PEAS TONE) 349 GPD PROVIDED>330 GPD REQUIRED MIN. LOT AREA - 87120 S.F. (RPOD) 43.00 42.50 a 42.25 41.87 4/.70 4/.40 N 3/4"- 1-1/2"STONE(ALL AGGREGATE MIN. LOT FRONTAGE - 1 50' / O a N DOUBLE WASHED) 5EPTlC TANK CAPACITYREQUIREO.` 330 GPDX 200% =660 GPD REQUIRED / v MAX. BUILDING HEIGHT - 30 OR r / SEPTICTANKCAPACITYPROV/D'D: 1500GALLONPROVIDED(MlN/MUMALLOWFD) 2-1/2 5TORIES, WHICHEVER I5 LESSER. �q � pEE ROAD GAS BAFFLE 39.40 / MA5t1 A GARBAGE DISPO,SA�/5 NOT PERMITTED WITH 7HI5 DESIGN FLOW BUILDING SETBACKS: TWO(2)5HOREYPRECA5T 500 FRONT - 30' 1! - 23 Long�6.ern GALLONLBACH CHAMBER5 WITH 4` SIDE REAR - 15' l 500 GALLON OF STONE ALL AROUND DO-6 (END VIED EL=33.5t Bottom of Test Hole OVERLAY DISTRICT: FL (t1-20 Rated) (H'-20 Rated) 0�20 Rated) �.../ n A ,p RPOD, MA ESTUARY t AP SEPTIC TANK D--BOA' L AC/ ! CHA BB/�5 FEMA FLOOD ZONE: "AE"(1 2') * N" F LO V V I RO f I LE MAP E FF DOATE: 07% G/14 I T LOCUS NOT TO SCALE PLAN VERTICAL DATUM: NAVD 1988 NOT TO SCALE LEGEND I I EXISTING SPOT GRADE A55F-550R5 MAP 7 PARCEL 22 N/F BRE1T MAR BETH QU1NN I 24x5 PROPOSED SPOT GRADE --- --- EXISTING CONTOUR I -24- PROPOSED CONTOUR W WATER SERVICE LINE Vent o C ` _-_. FIELDSTONE S�ELLDR\je\NN - I o OVERHEAD UTILITY LINES y BENCHMARK WALL I EX15T�NG R`p Rpp FP�NWGwPL` 252'± '-- - - -42-� ' C ( N UNDERGROUND UTILITY LINES I Ili, BOTTOM Top Concrete Bound S�oN� • CB F7.< i G GAS SERVICE LINE Chambers o _ - I EL=24.5 (NAVD88 Datum) - - TOP OF BANK m all, OF BANK [rl '/ ' CB TO CB FND �� �� I = u 194. I G LIMIT OF WORK N 5S50 201 48"W \ EDGE OF CLEARING J13 TP FENCE LAWN / / / � o / / I / Dw 71 _ � i �_. TEST HOLE LOCATION ti �� / �t O O ` STirr SEPTIC TANK/TREATMENT TANK o I all, g 1 I �I cv n OFv �m 1 f t �'' .. • p 1 DB DISTRIBUTION BOX AJ, -- _-- 1 I SOIL ABSORPTION SYSTEM D-Box albi, Q 1 ! fI P / �� , t � �."" o SAS -- O Reserve p �,� �'� � � � : � �' " � � 4.�*- � 4 `I RESERVED FOR FUTURE USE LAN VIE ���) �. all. Q I t1 I I I ,° � � '. 'GARI�GE f;'[� `� UTILITY POLE ;� _ I 2� / ,��r / u� y �ti f ' I ti-�" I (3 CATCH BASIN SCALE: I = 10 Q o a11, _ / 1 1 0 FIRE HYDRANT nrc�pc ❑, a ® DRINKING WATER WELL pp PROP059D' •� O � PATIO. �. 6ec�rbom `� Q W .. a ,d / r f � EL.3&' Dwe1f; W ' N. ° t ►va DRIVEWAY°' .•4 d .. I ■ CONCRETE BOUND IQ `t ay -• .3 ro �� C� C9 a 30 ' t- ' EL + �'• Uj w i NI c9 i r ' �,00 nj0 / f /`�� / q § 11 �ZONEiX I l •O I. I '�� / � DECK I .40 alb 1 r n f ED F 10'min o 3G.5' t I m L' 111111! 1 I II � I i�� P CPpS / °Or PATH zo'm n v�,t STRUCT I O N NOTES _/ , , ,_- t I ���PROPOSI�MBE �� ;, O DW a rea '-2 I _/� , 1 Li 0 N u? III. 1 / �° , DW }45.9 Reserve A i O - �f � ( f STAIRS FOOTPRINT '' it I+45.G- I 1.)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5 (3 1 O CMR 1 5.000): / Ill i I ! i I I ` (DESwN BY OT7/P\5) I +45. O; e I I ( GRAVEL AND THE REGULATIONS OF THE LOCAL BOARD OF HEALTH. 111, 1 l - I - - - --------- I ( �� i ' a' +45.0 0 _ �v PAVE 'WHERE THERE I5 POTENTIAL FOR �' ` l l / o I 2. ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATIONu.� .= r / � � 'COASTAL O � }• � � 100 I � 1 VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 Q a, f y f LOADING, IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. W s� I I! KC Ili' t r I I �� / LOT�; f BANK DUFFER +40.9 Area=2 ,859 S.F.4 +4 ,.9 1 I -+39.7 3.)TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE Q z I I l O l , J " a MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. j J f J l 1p ��� , Jr g85° 20' 8 W / +40.9 ! J 273 - f�- w/ all, O ( r ( 1 / / I. +44 4 4� a • •' �)4° _ , �- - -44�/--1 40.9 MASHFEE ROAD 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX,AND p) // - THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G'OF FINAL GRADE. LEACHING z O 111 i ! I ( / r `L •, _-- - - J` ( ' D g I 40'WIDE FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLE5 SHALL s I J I d + l �( � -' x x _ p HAVE AT LEAST ONE (I) INSPECTION PORT CONSISTING OF PERFORATED 4 PVC PIPE'PLACED ( j j X z p rn q O (PAVED) VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP,TIED WITH MAGNETIC O 111 1 I O 1 1 �' © .._, GRAVEL WAY - 'O / CRUSHED STONE MARKING TAPE, ACCESSIBLE TO WITHIN 3"OF FINAL GRADE. +�'_� \�H P f I,li, 1 � i I I I l V � f 1 0 , ____ =- ^- .-.I < � +39.I 1 1 I I j I ! Q ./ 1140.9 E 5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A t MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, alb Ill' i I i� 1 4 L A rn { j� 1 = �° � I� i � I tISO/-�D N O � .� ��P 43.2+ FENCE �� +4 I� � 0.1 AND NOT LE55 THAN I%OTHERWISE. G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4"DIAMETER SCHEDULE 40 4O 7 I PVC(OR EQUIVALENT) LAID AT 0.005 FT/FT, UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED i I I I I rf ! �OL , 1+AT END OR AS NOTED. 277 III, I $ o `` `� ✓ +40.1 7.) LINES FROM THE D15TKIBUTION BOX TO BE LEVEL FOR THE FIR5T TWO(2) FEET BEFORE 1 i i p `1 I I 1 1 { r 5S5° 2.0' 48'W j PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO i III I I ASSURE EVEN DISTRIBUTION. A ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES 1 All, ( ( I t FEMA FLOOD LINE A55E550RS MAP 7 PARCEL 20 Q 8.)GROUT TO BE USED T _ IN ORDER TO PROVIDE A WATERTIGHT SEAL. I ALONG 12 CONTOUR THLEEN GIACOPONELLO 9. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE I N/F jQSEPH 40 ) � N O F Mgss�O DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 10,) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH I C, "� Q - LINDA J. u MAGNETIC MARKING TAPE. I ✓I 1 E PLAN C IN o FIE D IV ' OCR -t�t0. � �S � I I,)THERE ARE NO OTHER KNOWN WELLS WITHIN 100-OF THE PROPOSED 501L ABSORPTION i SYSTEM. i SCALE: 1" = 20' po ONAL ; 12.) FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 13.) THE DE5IGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE SURVEY BY: STEPHEN DOYLE AND ASSOCIATES P. O BOX G2 I DESIGNER. 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE TEST I-1 O LE LOGS SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT EAST PALM UTH, MASSACt1USETi'S 0253G TELEPHOINE: 508 540-2534 AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. SJDSLJRVEYr�a AOL.COM 15,) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR Test Hole#1 (EL=44.5±} DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO Depth Layer Sod Class Sod Color Comments LOT CORNER COMMENCEMENT OF ANY WORK, THIS INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIGSAFE, NAIL FND. ANY PRIVATE UTILITY COMPANIES,AND THE LOCAL WATER DEPARTMENT, 0"-4' 0 Organic I G.) CONTRACTOR SHALL VERIFY THAT ALL WA5TFUNES ARE CONNECTED BY WATER TESTING 4'-9" A Sandy Loam I OYR 4/2 WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 9"-3G' B Loamy Sand I OYR 5/8 REVISION I O/G(2020: Moved House, driveway, decks, patio, etc. 3G'-132' Cl Medium Sand I OYR GIG Perk 17,) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY (Cotuit Sand) SEPTIC SYSTEM COMPONENTS. Proposed Sewage Disposal System 18,) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE Test Hole#2 (EL=45.5±) USED FOR STAKING, OR ANY OTHER PURPOSES, NOR SHALL IT BE USED AS A MORTGAGE PLOT Depth Layer Sod Glass Soil Color Comments A 1S CERTIFIED THAT THE 501E EVALUATOR WAS IR THE TIME I I Bay Rd., Cotuit, MA PLAN OR TITLE SURVEY, CONFORMANCE TO LOCAL BYLAWS SHALL BE DETERMINED BY THE OWNER APPROVED BY THE DEPARTMENT 5, ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT PRIOR TO CONSTRUCTION, 0"-4' O Organic SOIL EVALUATIONS AND THAT THE SOIL ANALYSIS HAS BEEN 19.)TH15 PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR 4"-9" A Sandy Loam I OYR 4/2 PERFORMED CON515TENT WITH THE REQUIRED TRAINING, ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED WATO,SIDELINE SETBACKS AND BUILDING HEIGHT 9"-3G" B Loamy Sand 1 OYR 5/8 EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. CSN 301-132" Cl Medium Sand 1 OYR GIG 20 Rascally Rabbit Road RESTRICTIONS. OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE (Cotuit Sand) E L FURTHER CERTIFIED THAT THE RESULTS OF THE SOIL Marstons Mills,MA Prepared for: o2648 P.O. Box2o1 EVALUATION A5 INDICATED ON THE ATTACHED SOIL EVALUATION Brewster, AfA 02631 APPROPRIATE AUTHORITY, FORM, ARE ACCURATE AND IN ACCORDANCE WITH S 10 CMR John Rita Kelley 20.)TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE,TITLE 5. SOILS CAN BE DATE V TESTING: 05!19/98 15.100 THROUGH 15.107 O GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF 501E EVALUATOR: BRUCE G. MURPHY, R.S. 38 Jackson Dr. VARIABLE AND TEST HOLE DATA IS N BOARD OF HEALTH AGENT: JERRY DUNNING, HEALTH DEPARTMENT INSPECTION NOTE: Acton, MA O 1720 Phone: (508) 886-1783 SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER 15 TO INSPECT THE PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. PERCOLATION RATE: LESS THAN 5 MIN/INCH IN "C"LAYER (0 20 �I-O 60 ENGINEERING SOILS PRIOR TO PRO PRIOR TO FINAL INSPECTION BY THE ENGINEER,SYSTEM c NO GROUNDWATER ENCOUNTERED NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS, A. M. Wilson Associates Inc. SCALE 1"=20' DATE: SCALE: DESIGN: CHECK: JOB NO: CAC5N\AW-Bay\AIN-Bay-5DS Plan.dwg 508 420 9792 1 FAX 420 9795 08/10/2020 AS SHOWN Lip KM 2020273