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HomeMy WebLinkAbout0080 CURLEW WAY - Health 80 Curlew Way Cotuit _ A= 010-024 _ -- -- - - i °� f j� No. 1 y 10 ®� Fee (V t� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for �Digogar �bpgtem Cou0truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(O"Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. 0 0 Z'140�ea�W Owner's Name, Address,and Tel.No. Assessor's Map/Parcel 16.2 e YJ Installer's Name,Address,and Tel.No. 6/jc LQ,.�— Designers Name,Address and Tel.No. ,1 /6dX¢73D i Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures c/ Design Flow(min.required) 330 gpd Design flow provided 34 a gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil ��—S-0— / 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. / SignedIA Date Application Approved by _ Date Application Disapproved by: Date for the following reasons Permit No. 9 V t d 61 Date Issued a i —t o �'�..., y �•,,.�-... -w.-ti _-..,a_,,,^r• ��` �` '� � "ram'w�. ..+/+..-..-,Ya _ -`d.Ati..a,✓^"�'"'a^'r.. .,(`. " � t No. 0 �' U v Fee tt 1 V V t THE COMMONWEALTH OF:MASSACHUSETTS Entered in/computer: PUBLIC HEALTH DIVISION - TOWN OF,BARNSTABLE, MASSACHUSETTS Yes application for �Digaai[`6potem (Cow5truction permit Application for a Permit to Construct O Repair( )"Upgrade(0" Abandon( .) ❑ Complete System ❑Individual Components Location Address or Lot No. � r�'K (N Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ow Installer's Name,Address,and Tel.No. 6�'«' 1 �. �-• Desi ner's Name,Address`�and T 1.No. s Type of Building: .f Dwelling No.of Bedrooms Lot Size k.sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) w 3340 gpd Design flow provided 3 L( d gpd Plan Date Number of sheets Revision Date 'Al Title Size of Septic Tank Type of S.A.S. Description of Soil _, .� .r► 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 t i" Date' a'Cb Z? Applicatio Appr�ved by y i' w ? _ _ �. 5 Date 1 — / 0 Application Disapproved by: 'Date for the following reasons Permit No. Polo— 61 X Date Issued a 1 —to THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded Abandoned( )bye at sgrl��l � / ', has been constructed in accordance with the provisions of Title 5 and the for Disposal Construction Permit No. a O 10"' 0 1 b dated ' 21 ! Installer (� �_.c Al i_ '�i"�y�.PM ,�, /,�',Designert�� r #bedrooms 3 Approved design flow 33 y gpd The issuance o, thiTh- permit shall not be construed as a guarantee that the system will fu ction'as designed. ( � Date . 0i Inspector �'t! ----- Fee — I—�j---- No. p;L010— Ole THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lwi5 pogal 6pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (� -') Abandon ( ) System located at oo 4 4. Ve,)-° and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date r1 ` a 1 U Approved b PP Y TOWN OF BARNSTABLE L(.)CATION ('� ��� ' „�J �I!"�i/ SEWAGE# Vl LAGE ASSESSOR'S MAP&PARCEL 10 z-L —INSTALLERS NAME&PHONE NO.CA A..S.e- SEPTIC TANK CAPACITY 100004-1 LEACHING FACILITY:(type) NO.OF BEDROOMS OWNER O PERMIT DATE: I Z I' IO COMPLIANCE DATE: /U 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 c r.yh -�°vim -door J'rgynt �J - 5 ' r .��. C31 s, � t © � Feb 16 2010 1 : 26PM HP LRSERJET FRX P. 1 Town of Barnstable Regulatory Services Thomas F. Geiler, Director MASS Public Health Division ow•` Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: ;4/1 l 11p Sewage Permit# Assessor's Map/Parcel fv :io P4.,7- Installer& Designer Certification Form Designer: gfcH,4izD _ -crp0 ,�, S Installer: C"5C: M Cff/dnlT' Address: P O. ,3GX /3/r-, Address: 1Ao .6ox 5 6 4AeW 1 .4 , M 4 Cad,YS tENti0/5 PO X-r. M,4- Cj On (date) (installer) was issued a permit to install a septic system at Cory based on a design drawn by (address) Al e-gA a.) =Tv. ,v .S dated_/2 (designe l 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. Stripout (if required) was inspected and the soils were found satisfactory. 601A- >wsvCCMAJ Zx*rzv-- 2J5_110 I certify that the septic system referenced above was installed with major changes (i.e. greater than la' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local ejRke ations. Plan revision or certified as-built by designer to follow. Stripout(if req. ' aspected and the soils were found satisfactory. Y L t. stal er's ignature m ` �,No ''2Z5 ,7'90 r (De si r s Sign tune) (Affix Designer'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. 9Aoffice formsWesignmertifico6on form.doc Town of Barnstable 'WE rod Regulatory Services °� Thomas F. Geiler,Director Y M RARNSrA " MAW Public Health Division '0renra Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: ;Z/1 11CD Sewage Permit# �Z©i o--f V Assessor's Map/Parcel- tvV1•f.'ip Installer& Designer Certification Form Designer: 131 ci O ;rvD o ,g<5' • Installer: C1+45C IE4C1-(,,IW f Address: ° p. o e>0X /3 /,5 Address: !: o fox 5 CZfo YS GENII I5 f O g r MA t On C.14/�S E -f MERC,6n'T s issued a permit to install a (date) (installer) septic system at GoTv ' based on a design drawn by (address (designef) , e 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. Stripout (if required) was inspected and the soils were found satisfactory. 6o j i- ,,vs,--L-c77D v TJq - 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. Stripout (if required)iwas-inspected and the soils were found satisfactory: RI.CHARD yG� J . 00 JUDD,JR. ' stal er's ignature No. 1125 F�/S7t=R� I7ARl P (Desi r s Sign ture) .(Affix Designer'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. gAoffice formsWesignercertification form.doc Town of Barnstable P# I �U Department of Regulatory Services I DAn„SrADLL i Public Health Division Date ( �2 BfA89 200 Main Street,Hyannis MA 02601 JFD"I� Date Scheduled i'z. Q d— Time H7,010 Fee Pd. B Soil Suitability Assessment for Sewage D'sposa r Performed By w�Z �7 `, n Witnessed By: 6 K F' ;LOCA7.L ION&;GENERAL INFORMATION Location AddressCUR, +_B-pI p/{— Owner'sNamei)AV6 I] �N7 ILLCOTt1I•G 1_1_'�V tlM Address 86 COI�Assessor's Ma/Parcel: / ,JCCU r V IT /�P ,� 0�'3 Engineer's Nameiz1C K:aViD)D NEW CONSTRUCTION REPAIR Telephone# '( y590 C '. Land Use JJ00I7B�.i' Slopes(%) �/ Surface Stones_MIA Distances from: Open Water Body? Blab - ft Possible Wet Aream@ Drinking Water Well ft Drainage Way ft Property Line �� 1 Q .ft Other - ft SKETCH:(Street name,dimensions of lot,exact locetio of(ast holes R pare tests,locate wetlands in proximity to holes) ;,I '� `�' - / 9D.a �]l'99.90•W �-R—= P /TX �{,z\e I MCA EO 0/BN CB/DN ' 0 3A9' 1 O O I `RESERVE N ' ENIST. - Ta-1 SNEB A LAVN REA B.B. — - DRAINAGE NI$T. S EASEMENT - Ir 1I • fAila� Mx 10 / LL.. OS BH N u TV[LI.IXO B-BR - / I I I DRAINAGE iEASEMENT IF 70.6I QS. SNELL\ LAVR AREA I I - nrrlBAWn) \ I DRAINAGE �y Parent material(geologic) OUJJ6J� hi• CI�n04`� Depth to Bedrock d�p�� t Depth to Groundwater: Standing Water in Hole: V41A Weeping from Pit Face M!A Estimated Seasonal High Groundwater - DETERMINATION FOR SEASONAG'HIGH WATER:TABLE ,�+ p Method Used 05 L tA�4lQUlS Depth Observed standing in obs.hole: in. Depth to soil mottles. Dn. Depth to weeping from side of obs,hole: in. Groundwater Adjustment @. Index Well# Reading Date: Index Well level Adj,factor Adj.Groundwater Level PERCOLATION T..EST vale stl zD�pe Observation Hole# Time at 9" Depth of Pere )) Time at G" - : Start Pre-soak Time Q ®.� Time ff%6") - End Pre-soak J RnteMin./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 100'of wetland,you must first notify the Barnstable Conservation'Division at least one(1)week prior to beginning. Q:1.SEPTIC\PERCFORM.DOC -- - '>>• . !llCEPOBSERVATION HOLT;LOG-- Hole#.°�_, - Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottlin g (Structure,Stones,Boulders. loll AR SL mvR3A Wn , tt L0.18 Vto t10 If --ANn, ` DEEE OBSERVATION HOLE LOG . Depth from Sod Horizon Surface(in.) Soil Texture Soil Color Soil ' USDA Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. L©t Con isle c °°Grave tt . Z'"rcb r . , z„':DEEP OBSERVATION HOLE LOG;;; �� :Hole#. Depth from Soil Horizon Soil Texture Soil Color Soil .•'<'•' Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi tent %G,vel DEEP'O.... TION HOLE LOG ITole#` Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (structure,Stones,Boulders. Con i tent %Gr ve Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes r .. Within 500 year boundary No `' Yes_ Within 100 year flood boundary No—;;'-Yes D_enth ofNaturally 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? yFS If not,what is the depth of naturally occurring pervious material? V Certification I certify that on (date)I have passed the soil evaluator examination approved by the sDepartment of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature / B.y� Date Q:\SEPTIC\PERCFORM.DOC ,y lot 13 1 113 . Nam_ ,25 5�21 r lot 12 1 a� 56� 00 lot 11 5 RES. ZONE.- "RF" This MORTGAGE INSPECTION Plan is For FLOOD ZONE' "C Bank Use Only TOWN: _,ANT_lIT_ _ REGISTRY OWNER: PETER A & SOAK A MORGAN_ DEED REF: _5666-713-0-7 _ —BUYER -PA VID MLY--& SHAW -C—NAM DATE: �,1193 PLAN REF: 19W1 _SCALE:1"= 30'_ [ HEREBY CERTIFY TO NO��I� �� Q 'G�G _ ;: ::-_� --i -- COMPAN_Y,_INC._______________THAT THE BUILDING r�'-- �~ YANKEE SURVEI" 3HOWN ON THIS PLAN IS LOCATED ON THE GROUND AS f ' SHOWN AND THAT ITS POSITION DOES CONFORM _, CONSULTANTS 40B (SUITE TO THE ZONING LAW SETBACK REQUIREMENTS OF THE ':=`'=:' ( ITE 1) TOWN OF ___ __AND THAT ;7 z INDUSTRY ROAD {T DOES___OT___ 'LIE WITHIN THE SPECIAL FLOOD HAZARD MARSTotas Mtt.Ls. Ma. N ?_` .- AREA AS SHOWN ON THE H.U.D. MAP DATED_Z/_292 __ .� . TEL:- 428-0055) �o unit -Panel V 250001 0021 D FAX: 420_555 PLAN NOT MADF FRn�I� apt (N4TR(fUF'�T l sr- , -N Esc►src�tt� 48► j f::otlllcw;tor) �! 1 r� •�.j.�•:;j 6t !� 4,l F Jam: `�!�tf r.R • �'!1� ../�` '! BAPais Ash r � �Yl�� ai0lP `�`1F.� _►! of) G{� 1...M U T; I �� Ny: . -- 'i•� wC YANKEE SURVEY CONSULTANTS P.O. BOX 265 40B (SUITE 1) INDUSTRY ROAD MARSTONS MILLS, MASS. 02648 � avv ® I cs PRICE & MYERS P.C. 6F BAYBERRY SQUARE 1645 ROUTE 28 CENTERVILLE, MA. 02632-2936 12/16/93 ACCT: PRICE & MYERS INVOICE # 30572 DESC: MORTGAGE INSPECTION PLAN LOCATION:- 80 CURLEW WAY, BARNSTABLE OWNER: PETER A. & SUSAN A. MORGEN BUYER: DAVID TILLY & SHAUNA C. MAYO DEED: 5667/307 - - PLAN: 199-81 LOT: 12 JOB #-13716 BALANCE DUE: $140.00 PLEASE PEN JOB #AND INVOICE#ON CHECK tt CAT ION Lo r/2 SEWAGE PERMIT NO-N .r- t' R L 1+' 78 6 9 l V4lAGE ALL ER'S NAME & ADDRESS . �' 4r BUILDER OR OWNER L � A1 �. � Aer Y Z &:�L �� 2i- Z!�2 DATE PERMIT ISSUED -Z --- 7� � DAT E COMPLIANCE ISSUED o ` o G o 4 - Llk, p WAY No.............. Fim...... THE COMMONWEALTH OF MASSACHUSETTS pp )tnlfv BOARD OF HEALTH .......... ...........................OF............... ...................... App iration for Disposal Morks Tonstrurtiun Prrutit Application is hereby made for a Permit to Construct ( V111*0r Repair ( ) an Individual Sewage Disposal System at: Location-Address or No. Owner s Address ................ Installer U Type of Building /Size Lot_._ ,.. _Sq. feet Dwelling—No. of Bedrooms...........�...........................Expansion Attic (i✓) Garbage Grinder ( ) Other—Type of Building ?............ No. of persons....... '................ Showers ( I ) — Cafeteria ( ) d Other fixtures ........................ = ----------------•------------------------------------------------......-----................ - W Design Flow............... . .............gallons per person per day. Total daily flow--.----.......33�0................gallons. WSeptic Tank—Liquid capacity./OP.O...gallons Length;............... Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area.....................sq. ft. Seepage Pit No--------------------- Diameter.............--.--.. Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ✓� Dosing tank ( ) Percolation Test Results Performed by....P,,� __�A !�` Date.... ,� �4C----.----_- ,`�a Test Pit No. 1.....Z.....minutes per inch Depth of Test Pit.......1.Z-... Depth to ground water......... Test Pit No. 2.......Z.nn....minutes per inch Depth of Test Pit....... Depth to ground water........................ ----------------- --------------------- -------------.-:----------.----.-.--------------P/....----------------r/........... •-----------. O Description of Soil------...�J.._i �—4. ..... L1. !!_TS G', /� . ....- y .............. ✓` ; ,l`.. ........................................ Uw --------••.....................................1 ... ------------------------------------.--------------------------•---------------------.........------. Nature of Repairs or Alterations— nswer when applicable.................................................................................... -••-------------------•---------•---------------------------------------------...--••-------------------.....------------------------•--------------------------...----------------------...._--••-•---- Agreement:.: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of I IT s.E 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ' ued by the boa d o alth. ig d-- /.- . Date Application Approved By...... — ..::............. - ,$.:..f..:!.. Date Application Disapproved for the following reasons:--• -•---------------------------••-----•--------------------•----•-------------•.............................. ----------•---•------------------------------------------------------------•----------•-----•-------•--•.------------------------...---......------------------•-------------------------------......._. Date Permit No................... ... Issued... ...... �Pate_,`� PPP7 No....... - Fiza.......�P...: THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH E, Av, fira#Uan for Disposal Murks Tonstrnr#iun' rrnat# Application is hereby :made for a Permit to Construct ( V or Repair ( ) an Individual Sewage Disposal System at .... ,ZQ:. :. '. :... : t. .. 074,6..................•-------•------------•-- ...------........------•--............... Fl. Location-Address or N Owner Add e. Installer Address Type of;Building Size Lot....5 . Sq. feet Dwelling- No. of Bedrooms............ita, .........................Expansion Attic ( Garbage Grinder ( ) Other—' T.ype.of Building10� - No. of persons `.. ............... Showers a ��=-- -- -----:- p - ( f) — Cafeteria ( ) Otherfixtures ....................=••----•••-•......•---•--••-••-•••--••• .....----•-..........---- W Deigri :Flow ............. ..:.. --gallons per person per day. Total daily flow........ ............gallons. W Septic Tank Liquid capacity t 0A.gallons Length................ Width................ Diameter................. Depth................ x Disposal Trench—No. .................... Width...:_................ Total Length.................... Total leaching area....................sq. ft. Seepage Pit No. __.__:._. ..�.�.�.. iameter.__........ Depth below inlet.................... Total leaching area.........:........sq. ft. z Other Distribution box ('k: Dosing tank ( ) Percolation Test Results Performed by..... y Date....` o a .. . ..minutesper inch Depth ;of Test Pit.......al. n Depth to ground water _.......: ,� Test Pit No."L...__ •••••--- (i Test Pit No. 2=...;;,_. _...minutes per inch Depth of Test Pit........f...Z.... Depth to ground water........................ a r ,r -- H f ,a! "� 1 '" ': �►+ 4 J !`"" Description of Soil '� c A? w {,,� ........................................................ x J U Nature of Repairs.or Alterations Answer when applicable................c............_.............................................. .................... . ...... ••--•--••-...-•---•-•--••........•-••-----.....••••••--•---••--•••------•-•----•••••-•••••••••-•••••••••-••-•-•--••.........--••--••. Agreement: The undersigned agrees to imstglf the aforedescribed Individual Sewage Disposal System in accordance with the pYovisions of TITIZ 5 of the"State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance ihas been ed by the'boand of alth. ` gn ............. ........................... � Date Application pproved By.....--- • ............y Date Application Disapprove the following reasons 111 a� .......................................................... ... ` .777 ................... ... ......-•....................................Date............._ PermitNo..................... ------•••-• Issued-•.................................. = ::- Date THE COMMONWEALTH OF MASSACHUSETTS � BOARD 00 HEALTH .r .....oF........ ........................................ f�rr#ifirtt#r ;af f��a�t�li�nr�e THIS /TO CERTIFY, hat the Individual Sewage Disposal System constructed ( or Repaired ( ) by ..- ..._ Y !�L .:-A?-.....--•-------------------•--••--••... ....... ....... --.....-•--••-----•----.........••--••-•-•-...._..........-------•••---•...._ Inst • has been installed in accordance with the provisi of TI. F 5 of The State Sanitary Code as described in Abe application for Disposal Works Construction Permit No.........:. ........... dated....... ---". _ _-` ...i10. ... F kTHt.I'SSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM; WILL`FUNCTION SATISFACTORY. DATE.................--------- '".;.. ,gig; ., ..._ ......--- Inspector THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH " jJ?Vil' " 7......OF....... � . '�'. .. N ,'� FEE. .. -Disposal °Tung , ion anti# Permission ' reby granted...,,, t Ali ------r..........................• •.......... to Cons'truc ( or Rep ( ) n ivi ua Sewag isp al Sy, em ,�yJa .,� strredt .� as shown on the application for Disposal Workt struction Perm' __: ..__ .. .......... �'- . j.Board of Health44' DATE...: , ................................. FORM 1255 HOBBS & WARREN. INC., PUBLISHERS r.>. r is CO c5&AtoeAeeA r ' ►o r :0",e �� lb �ta7Ua, ` PaoPoSvE D j 3 BE l�Al-I, C 0 SA La } f1L1lL� Lo p 4 J!,7 JDI Aj : tra � Ic Q t 4G.$ N Q 1 S?r 4?16 �j C drA IN V too 6-c-IAL'CON c { Fry I A is t gip'p ? ."�.�..�`"""'. �� ''L- PAR�1 - u e-P's;;'� �- tea.wt` �►2R3 ' ' •# Fir S nlc�Rb 6r �-U-COLA�rt OtO QATF..' Z AA OU lime-" De-0 p `� �O" ��,' '�"` ��'"��:h�CL`� S EST 'L.C)� �.��•$ - f D t ! o j C p 0 00 38, mom~ >�RC" ' POO R.Vrp •WOL Vr fLY,SWUrAMu f\J7 AWWALT NRiO M ASPHALT . novo t® •� \°� ew.•r o -' '- I rwo Hain_ A6PWALT m•ne.rroa tuauan.ro - 1ws ew near 1!!'WALLBOARD `'� 2X4'a•li'O.G. MJflROOM - [XS � RI3INSULATION 1/2°PL7.SHEATHING m �\ WRAP OR EQUAL SIDING vT/O KY. nAtm 1 1 1 1 W,G SHINGL� _ �'••r•cL -- -_ 7�T =� U2X6 SIDING T7P.DC9/DC4 CHR.BRDS. - - GNR.BRDS. TYP.DC5/6C R REAR ELEVATION FRONT ELEVATION CROSS SECTION (S) RIGHT ELEVATION - ;;2004-2 ;; } IO'•.Ib o.G.—� Dc�i2 RIDGE __ _______ _ ___________________________ __________________________________________ ________ _ �. NEW I;O IUI RIDGE VENT -'-- - --------------__.- . . NEW .. CC �! MUDROOM o II 2X10'••IS'O-G. 2Xt2 RIDGE . NEW 'f ;; '' 1 • I/S°PLY.SHEATHING Off. 2°CONC. CRAWL 4 FAMILY ROOM .4 7XO RIDGE - _B-- --p-- IFi•ASPHALT PAPER DUST COVER ; gpACE S cAtra�aAl ,. IF iF H T 6-0 Q m 1 24X24 ASP AL BHINf�ES ; I.3° b'-0. bA• � S ram• .F 2X ••i .G.--� _ ._ ._-_ -__. ___ _ _ _ ___________ ., ____ - _ .. .. TING 10' b°O '-- DINING w� / i1u i sa:iii �. _________ ___ __ ___ _ __ .. i , S-0° vto• Meu' .d - tsui to•en+Cn TYP.30°X30°X12° ______. _._.._ 'i Q R30�MSULs-tea'• - • CONC. FTG.W/9-1/2°RP: ' ]� i - -- -- -- - --w=Hvvw - -- -- ALLBOARD CONC.FILLED IX3 STRAPPING ;m t 24X24 24X74 SIDING 5�"F.C.W -rtr_v�-wow_._.-- .4• £GUAL AGATNm1a.aL .� TYVEK WRAP OR F M in'PLY.SHEATHING m ..,.. R 3 INSULATION EXISTING in"4•WALLBOARD 3/4° PLY. NAILED t GLUED. DINING i �SO FIRST FLOOR'PLAN ,(� ROOF FRAMING PLAN 2xw.•Ib"D.C.-► _ • '; is INSUL. CRAWL q SPACE --_-- -- a•CONC.DUST COVER FOUNDATION PLAN 4 -- ------------------- -/ TYP.RIM TYP.]!ti PT SILL / -- CROSS SECTION (A) I +-2XI0'••Ib"O.G.-+ - p ASPHALT ROOFlNG B u _ ISw ASPHALT PAPER GIRDER BELOW SIDING V2 PLY.SHEATHING a, t /°cONGRETE WALL I�LY.SHEAT�HINC- i DRIP EDGE /A PROOFING •O•° 2XIO'••W O.G.--► e k B"GUTTER � , a 4 / n 1 TYP.HURRICANE TIES { �fo r SHINGLE STARTER IXS FACIA 2X&KEY 2 GONG.DUST CO P. VER COARSE / / / ` 6400 VENT ' d p d p ,0 2X6 P.T.BILL I IX SOFFIT 10"X72"CONC.FIG. V p' / ION&*SILL SEALER � / � n n ',• I-V2"BED MLOG. d p p p COMPACTED GRANULAR FLOOR FRAMING PLAN a, a•s TOP RING r CLEAR +ap,- IX FREIZE S/g"Xq"ANCHOR BOLTS D e • �e, •b'O.G. �P -a D BILL I SILL DETAILS EAVE DETAILS FooTING FOOTING DETAILS 8" CONCRETE WALL DATE REVISION DRAWN B7 PAGE SG4LE MR 4 MRS TELLI ) PROPOSED FAMILY ROOM 4 MUDROOM, J3 Dc�BI�'l78 0 80 CURLEW WAY i1-09-06 I .e •-!-� �- �*=�Q' . VA fL•erfa•a.fu•M•A:Nf�L/ affx Aft a/icaCr lta A701fW LICBMLT ALL CGWdlf lg011i1. ( ,"Fammo emu MiO Asm IR•rRN"wfI LPM Ia KW Of IlL7U lf00f0 a Pu•nu••a-xm*m{fa aw uvsaurtf r.Q twat•n•Cfuw o.os�r»MOP amaW f•ar I GOTU IT MA. urn r4oaw ecs uv aaawo�sa osw�+•ru►inr•r wsvaw�v 'ur•r svre•+w�•�iaru•oa aarcma"a Aw Ac�rAw rr�rv+rwav nt aiw Iqf•Iff CYlMa:.•CR mm no fa•GM tuff Cmuffas ru""comnawwx Pf•aG7CJr Q fL•r11aC/YM YDV�L1aa•'/(MnIILV^A[awoaa•. anriaraL w•afssr AliO lf•L'N•d7:Uala 4 LOCUS : Wells not shown exceed 150'from. ' the proposed SAS ROSEWOOD LN. / wood'Lane 2. 39 Rosewood Lane 38 R ose F Town Water \ U,P❑LE 79 n Town Water % � T\\I 7 78,86 / °n i 113.11' / 28.89'" = _ � f / 4u S55'21'25"w c S53'55'30 W 78.83 v \� 78.82 G� CB/DH W0❑DED / I cr CB/DH AREA TH 2 o WOODED 78,62 AREA 24.9 ' 49.4' Z � 00 PROPOSED SAS (H-10) 25.0' X 12.8' X 2.0' O ORESERVE / .0 `e 25 EXIST. 100 Curlew Way PROPOSED 5.0' ❑VERDIG TH 1 _ xx PIT Town Water • LEGEND TO MINIMUM EL. 73.45 78.53 �— INSPECTION REQUIRED x x x ' 78.84 TEST HOLE SHED LAWN AREA _ (Irrigation) �� I I DRAINAGE I \78,76 EXISTING SEPTIC " � C EXIST; i / / I EASEMENT I 'D BOX �_ S. TANK. / „; ' . EXISITING WELL ' 66 Curlew WayWOODED \1� \ BRICK ARBOR I L I g PROPOSED WELL Town Water \cn ,— AREA BM _ z W 1 PATIO / I cn I I o o'o SEPTIC TANK X h a, ----32 EXISTING CONTOUR 10.0' ❑S BH cn i PROPOSED CONTOUR M; I I LOT12 I ? I W WATER LINE EXISTING 3-BR • . . OH OVERHEAD UTILITY LINE DWELLING I I DRAINAGE --UG UNDERGROUND LINE 20,435. 24 S. F. ; T.O.F. = 79.85 • irr, EASEMENT HYDRANT 0.469 AC. o o SHELL SITE AND SEWAGE PLAN 78.61 y \ I i . W DRIVE \ :. I I. LOCUS: 80 Curlew Way \ LAWN AREA I I COtuit, MA (Irrigation) PREPARED FOR: Nc RICHARD yes �/PV:;C�HA L ;'�, .. W >� — David & Shauna Tilly o J. Ij \ Oy �. DRAINAGE 80 Curlew Way JU J I iE \� \ I I Cotuit, MA 02635 0L �\ U.P❑LE EASEMENT NOTES: °tihITAR P� N , 5 ' s N54'37.'45"E L— —J . s r�, — CATCH ® .00 JUDD SEPTIC SERVICE BASIN'76.36 "-- - \ Rick Judd, R.S. 4 E,❑.P; II 1 P.O. Box 1315 E.0 I. ,; ',�rl N Harwich, MA 02645 BENCHMARK: EL. 79.32 (ASSUMED) CURLEW WAY 508-896-9316 T.O. BULKHEAD CONC. SILL I MAP: 10 PARCEL24 V JOB NUMBER: 09-11 7 SCALE: 1 Is ,= 20' DATE: 12/31/09 SHEET: 1 Of 2 © 2009 Richard Judd Registered Sanitarian FIVE DAY PRE—CONSTRUCTION NOTIFICATION IS REQUIRED EXIST. SEPTIC TANK "D" BQk H--10, LEACH FACILITY PLACE ON STABLECOMPACTED BASE - - 500 GALLON DRY INEHL S TOP OF �, EL 78 50 ACCESS �II�II�TI-11T���II�II�I��It'�71'�II�i��rTf'��If�l�i=11H-f =111 IHII�II Il�lh�l-III= MIN 2% SLOPE PORTS-2 FOUNDATION .- COVER TO BE WITHIN 6' (IF GRADE - EL. 7$,5O ACCESS PORT IIIIJfIIIIIIIIIjIIJ11J1_III„IIIIIIII ,IIIIIIIIJI ,11IIIIIIIIII�II�IG ,: -r ACCESS PORT '.` a^IN. ao P.v.c. MIN. 9' COVER 2- LAYER OF 1/8" NOTE: FILTER FABRIC MAY BE 5=0.02 MIN. 3' M[N I1 - MAX 36' COVER . e TO 1/2" DOUBLE USED IN LIEU OF 2" LAYER OF EL 76 18 0 ASHE N WASHED ST NE W D STO E 4"SCH.40 P.V.C. 5-0.02 MIN. 3. 5=0.01 MIN. 1,000 GALLON a.a'L EL. 76.00 EL. 75:65 EL. 75.45 E<. 75.35. ,`; (� � O 0 t� _ _ EFFECTIVE INSTALL BAFFLE - _ _t, 0 0 0 = DEPTH • EL. 73.3 5 3 4" TO 1-1/2" WASHED SHED STONE 11A'+/- 6' OF STONE UNDER TANK 33.4' ± 12.0' STONE 17' LENGTH INSTALLED STONE $48� TO BOTTOM, PLACE ON STABLE COMPACTED BASE - OF D.O:H.1 SEPTIC TANK NOTES "D" BOX NOTES 1. Extend inlet tee 10"min.below flow line;extend 1. When system is dosed or slope of inlet pipe 64.87 ' outlet tee 14"below flow line. exceeds 0.087ft.install inlet tee cut-off one - inch above outlet invert NO WATER ENCOUNTERED Estimated depth to groundwater 2. Provide 20"manholes over inlet and outlet with readily removable below SAS = 38' +/- impermeable covers. 2..Install outlet pipes level 2 feet minimum. ESTIMATED GROUND WATER 43.0'BELOW GRADE. 3. Install access port over inlet and outlet 3. Provide a minimum sump of 6"below outlet invert(12"min.inside APPROXIMATE SURFACE ELEVATION 4;EL. 78.0 with precast concrete or equivalent watertight dimension). GROUND WATER CONTOUR(EL.35): EL. 35.0 riser within 6"min.of final grade. 4. Install access port over"0"Box with precast concrete or equivalent ESTIMATED DEPTH TO GROUND WATER: 43.0' watertight riser within 6"min.of final grade. DEEP HOLE LOGS DESIGN ► GENERAL NOTES DATE 12/30/09 1.) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W)TITLE 5 OF THE SANITARY CODE& DEEP OBERVAAON HOLE 1 TEST BY RICK JUDD TIME 11:00 DESIGN DATA ANY APPLICABLE REGULATIONS. ELEV. Frorn 2.) PRIOR TO BACK FILLING THE INSTALLATION,THE SANITARIAN&HEALTH AGENT SHALL BE NOTIFIED FOR Cotar sat STRUCTURE 78.53 Surface Hai 7T7CTt/RE (MUNSELL) MOTTLING CaVS/STENCY, OTHER 1.REQUIRED FLOW 30 BEDROOMS X 110 GPD/B.R:=330GPD INSPECTION. 77,70 10" Ap sandy loam tOYR 313 NO granulari 3.) ANY ALTERATIONS OF THIS DESIGN MUST BE APPROVED BY THE SANITATION&BOARD OF HEALTH,IN WRITING. 75.86 32" Bw loamy medium sand 1CYR 5/6 NO massive,very friable 2.SEPTIC TANK CAPACITY 330 GPD X 2=660 GPD 4.) SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. 73.70 58" C loamy medium sand 7.5YR 516 NO mvf.W/bands of sandy loam USE(1)1000-GALLON EXISTING SEPTIC TANK 5.) THE INSTALLER IS TO VERIFY THE LOCATION(S)OF UTILITIES,CESSPOOL(S)AND SEWER INVERTS PRIOR 64.87 164" 2C medium to coarse sands 1CYR 6/3 NO loose,single grain TO CONSTRUCTION. 3.LEACH FACILITY DESIGN:25.0'L X 12.8'W X 2.0'D 6.) ALL UNSUITABLE MATERIAL WITHIN 5 FT.IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM SIDE WALL AREA:2(25.0'+12.8')X 2.0'X 0.74 GPD/SF=111.88 SHALL BE REMOVED&REPLACED W/CLEAN,COARSE SAND. Bot of Pert. N/A BOTTOM AREA: 25.0'X 12.8'X 0.74 GPD/SF=236.80 7.)ALL FILL MATERIAL UTILIZED FOR THE SOIL ABSORPTION SYSTEM SHALL BE CLEAN,COARSE SAND FREE RATE< 2 MIN/INCH assumed at 2c layer TOTAL =348.68 GPD FROM DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2IVIIN./hi t.BEFORE& W17NESS AFTER PLACEMENT.David Stanton, R.S., Barstable Health Department 348 GPD PROVIDED>330 GPD REQUIRED 8.) EXISTING CESSPOOL(S)TO BE PUMPED AND BACK FILLED PER TITLE 5 ABANDONMENT PROCEDURES. DATE 12/30/09 ` 9.) DURING INSTALLATION,THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA. P* 12808 USE:(2)8.T L X 4.8'W X 2.0'D(H-10)CHAMBERS WITH 4.0'OF DOUBLE 10.) GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36". DEEP OBERVApON HOLE J2 TEST BY. RICK JUDD TIME 11:00 WASHED STONE ALONG BOTH ENDS AND SIDES. t 11.) ALL GRAVITY SEWER PIPE SHALL BE 4"DIA.SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM ELEV. From siRucTURE SLOPE OF 4"DIA.SCH 40 PVC SHALL NOT BE LESS THEN 0.01 FT/FT. cocoa sat 78.62 Surfaoe Hat MMRE (MUNSE O MOTRING CONSISTENCY. OTHER 12.)WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WITHIN C`ONSTRUCII®N NOTES 10'OF THE PROPOSED S.A.S.-PIPES SHALL BE CLASS 150 PRESSURE PIPE&SHOULD BE PRESSURE TESTED TO 77.79 10" Ap sandy loam 10YR 3/2 NO granular ASSURE WATER TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT. 76.29 28' Bw loamy medium sand 1 OYR 5/6 NO massive,very friable 1.) Contact office(508)896-9316 a_minimum of 5 days prior to start of 13.) PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS. 73.45 62" C loamy medium sand 7.5YR 416 NO mvf. W/bands of sandy loam project(REQUIRED). 68.37 123" 2C medium to coarse sands ICYR 6/4 NO loose,single grain 2.) Pump septic tank and leachin pit.-Fill leaching pit(inspection req.). __ 3.)Proposed distribution box(H-10)requires a 6"base of crushed stone. suaJEcr: 4.)Raise septic tank covers(2)&distribution box cover%to within 6"ofCurlew a�/ �1� finished grade.Raise two SAS inspection port c 80 covers to within 3"of ,, C t -- - finished grade. Magnetic tape required on the covers of all components. l , Bot. of Pere: 82 24-gallon of water in 07:03 Minutes 5.) NOTE:lawn area has irrigation system. Loam all lawn impact PREPARED Fox: RATE-<2 MINUTES PER INCH IN THE 2C LAYER areas. Woodchip all wooded impact aiem.Any and all landscape DQViC( 81 ShaUna Tilly WITNESS: David Stanton, RS, Barnstable Health Department considerations are to be in writing between the owner and contractor. ASSESSORS SCALE: 6.)Final grade inspection is required. MAP: 10 Not to Scale ®!L OVERDIG• DATE: PARCEL: 24 A five foot over-dig of the proposed leaching area is required: ' 12/31/09 SKEET 2 of 2 Contractor is responsible for contacting the Sanitarian five days+prior to start of excavation. Soil overdig to minimum EL.73.45 or a clean„- RICk Judd, R.S. sand. Sanitarian is required to verify over-dig prior to placement ,of Title 5 fill. P.O. Box 1215 Harwich, MA 02645' ®2009 Richard Judd Registered Sanitarian .. . - 508-896-9316