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0313 BRIDGE STREET - Health
313 Bridge Street,Osterville A= 09 3- 04(o L 7 a t . r, e k i 7 -B�e.�A r�s'mc�cry S f2,)t3� I� LA � J� �ZTLTTY � O � d ��� � � o ���z,, 1 a 2 ��,,, r G,� o i � --_ 7 (\�,, Clo� \QG� No. O/t 3.� � � ��' Fee THE COMMON4iA TH OF MASSACHUSETTS Entered in computer:�G- Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpYiration for Disposal *pstem Construction Permit Application for a Permit to Construct(+�epair( ) Upgrade( ) Abandon(t�/J�rComplete System ❑Individual Components Location Address or Lot No. �j l 3 ,% Sf ree f Owner's Name,Address,and Tel.No. oS4erv;ll'� k S'�;rJne1/ Assessor's Map/Parcel C?3 0elg Installer's N e,Address,and Tel.No. n'K�� Designer's Name, ddress,and Tel No ,Q ` s r. l aea n r—.,s+a r',:, Type of Building: % ) , F Dwelling No.of Bedrooms � — Lot Size go,q��� S sq.ft. Garbage Grinder( ) Other Type of Building 2-�Zh4.:o� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided S 6 ! gpd Plan Date 9�1�2 0/(0 Number of sheets Revision Date Title Ie 7>44 ?f11003e Size of Septic Tank +S'w ' Type of S.A.S. Cyj TW 64 64AArr i h s-toge F,,P-/pr p " F`1( GrRk! p r ivee . lo, 4 / (/ r - a Description of Soil f�^ �'�O + ((o s'F Pl /v�2 3/2 2 6r.." s4 fro 6..'1/ .Sa no1y /aY, 7 /6--'32 'vim• -lase r ;6" t'e/%&-;s -gem � Al, S�aol 32 9Y e �Gr�rr loile7/ 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. FV6 SirreA Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Z O 4 3.z( 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( )by at P4 r-e-e 4 has been constructed in accordance with the provis' ns of Title 5 and the for Disposal System Construction Permit No. ,,• e�G ! dated Installer �TV + Designer svr1 Pwt RA(in c�eP�hC �`f"D%,Sv/E;n —� - #bedrooms rJ� /', Approved design flow 0 gpd The issuance of this je it shall not be construed as a guarantee that the system will cti n desi ed. Date Inspector f < No. DV /6 3 d / L.� P aQ ` Fee ` THE COMMONWEA TH OF MASSACHUSETTS Entered in compute PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for MispoBal *pstem Construction Permit - Application for a Permit to Construct(v<Repair( ) Upgrade( ) Abandon(V Complete System ❑Individual Components Location Address or Lot No. 313 ?r g2 S-E ree f Owner's Name,Address and Tel.No. Assessor's Map/Parcel pq 3 O,/g Installer's Name,Address,and Tel.No. prof t J Designer's Name,Address,and Tel.No. �r �N� I4er�, e /tip 9-oE-y28-33y`� Type of Building: i ��DD'' I t Dwelling No.of Bedrooms `�W Lot Size `I D G j�57 s .ft. Garbage Grinder / q g ( ) Other Type of Building No.of Persons ^' Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) s'U gpd Design flow provided S Cc gpd Plan Date C%h og" Number of sheets' Revision Date Title Size of Septic Tank !5 Uv ' Type of S.A.S. �y,Z F00 GG/� C4^e r iA7 S4oge N, e Description of Soil 7 _t W- , , to—IG 4 n� LRao,,.� /6—', 2 2 /ail r a c✓rr , .Tg-V ' 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; Si - Date b �� Application Approved by e---- ` `•.Date �'/ Application Disapproved by Date r for the following reasons Permit No. Date Issued V O r . ------------------------------ ----------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by has been constructed in accordance with the provisions of itle 5 and the for Disposal System Construction Permit No .;> dated Installer i- R l � n�; Designer ✓4.1 ?6n ice+ C'ear, + 4"; r l #bedrooms 13(', Approved design flow n gpd The issuance of this permit shall not be construed as a guarantee that the system will fict;i desi Aed. a Date jkA ' --------------------- --------------------------------------------------- No. d 3 a2 ( Fee rSZ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION'-BARNSTABLE,MASSACHUSETTS Misposal *ysOut Construction Permit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at '01 / I 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. ` 1k • rf r: Provided:Construct* n must be completed within three years of the date of this permit. �r Date + Approved by �1,� • ` it 4 d,A TOWN OF BARNSTABLE ' LOCATION SEWAGE itA016 le ASSESSOR'S MAP&PARCEL '� y I VILLAGE � '� y -,v 9 �� INSTALLER'S NAME&PHONE NO• " C' fl, SEPTIC TANK CAPACITY I (size) X I � . LEACHING FACILITY(type) NO.OF BEDROOMS I OWNER COMPLIANCE DATE: PERMIT DATE: Feet Separation Distance Between the: i Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ` I Well and Leaching Facility(If any wells exist on Private Water Supply Feet I 1 1l site or within 200 feet of leaching facilityWeands existwithin Beet 1 Edge of Wetland and Leaching Facility(If any i 300 feet of leaching facility) FURNISHED$Y - I -..._ _..._......-- .......... - i Z cf ,5 29 TOWN.OF BARNSTABLE LOCATION SEWAGE#A0f 4 l 1� VILLAGE ni-erd, ASSESSOR'S MAP&PARCELMCA p INSTALLER'S NAME&PHONE NO. 174i 0-kC-,- i�Zr g�Sl ?7/ e 4//Z�& SEPTIC TANK CAPACITY LEACHING FACILITY.(type) d dr t S , (size) NO.OF BEDROOMS+ 5 OWNER eOhev PERMIT DATE: 6"6 COMPLIANCE DATE: Separation Distance Between e: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching cility) Feet FURNISHED BY v R w Town of Barnstable Regulatory Services ; t Richard V. Scali' Interim,Director " BARN$fABLE, Maas: Public.Health Division 1639• 'OlFn '�°' Thomas McKean,,Director 200 Main Street,Hyannis,MA 02601 Office- 508-862-4644 Fax 508=706-6304 Installer&Designer Certification Form: Date: Sewage Permit# 4 Assessor's Map\Parcel 4 3 oY(� f s g S ll' •,j,y e�r. t< Installer: E=1 c Desi ner• r�.ai�t .Address: 7 Address,' :0 aeo f'r�.r .�g �' �a %l e r :eQo ( Pal dx t., _ B2r:S 5. j,� h� t .._../41 ' /�. N:CfI P On h s. was issued a,permit;to'install a: (installer) -septic.system..at 3 I} 5 -' S ►�ea,a based on a design drawn by (address) Jv'l`vcsK � :hc2 dated L26b, (designer), certify that the septic system referenced above:was installed:substantially accordirig to the design, which may include:minor approved changes such as lateral relocation of the distribution box and/or septicP 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_of- certified as-built by'designer to follow. Strip,out(if`required)was inspected and the-soils were found,satisfactory. .I certify that the system xefereiiced,above was;:constructed in.compliance with the terms of the RA approval.letters(if applicable) 14 A ;,. �A OF ARL -4,4, (Installer's Signature) ; `�" — " VIsss srxz/ MAI ° (pesigner's Signature) (Affi'x Designer's St 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. Q\Septic�6 signer'Certification Form Rev 8-14-13: oc Town of Barnstable P# �FSHE �y c Department of Regulatory Services + BMNSTABLB' Public Health Division Date �16 59.� � 200 Main Street,Hyannis MA 02601 C Date Scheduled Time_I Fee Pd. Y Y• Soil Suitability Assessmentfor ,Sew e Disposal 4 s ' ;c Performed By: SU l 11 V/] �{� �lI PC�� 1 )` Y1 Witnessed By: n � W. LOCATION 'GENERAL INFORMATION Location Address Owner's Name S� �1 �3r1�A.9� S , �3 'Tr IGI�e S�. ��h�rntlt 05krvil lC I M'A—6ZVSS Address Assessor's Map/Parcel: 6q3/ m 1,. Engineer's Name NEW CONSTRUCTION REPAIR Telephone# SUI�LVCt����ln4�f tYtd� > I 4U16L /� / Land Use I O e'det,�t/1 Slopes(%) ®' S -- Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well �- ft Drainage Way ft Property Line Zo— ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) • Parent material(geologic) O S4 Depth to Bedrock ®� Depth to Groundwater. Standing Water in Hole: VC S Weeping from Pit Face Estimated Seasonal High Groundwater ::DETERMINATION FOR SEASONAL IIIGII WATER TABLE Method Used: W gg Depth Observed standing in obs"hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION:TEST Date, Time Observation Hole# Time at 9" Depth of Perc 3Z 36 Time at 6" Start Pre-soak Time @ 0 0 Time(9"-6") End Pre-soak Z S Z S RateMin./Inch 2'MJh7,-' 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:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. j Consistent %Gravel 16 -a A � ��� � loi'l? l� l6-32 l0f'2 DEEP OBSERVATION HOLE LOG . Hole# 2' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. J I / Consistent %Gravel PO Cra / A 4 Zoo,,., /v 3/� M. 5alt0/ DEEP OBSERVATION HOLE LOG hole#; 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. f Consistent °°Gravel) 8-39 3w sls s� Y mil,°� ► Sd,,��� l�ej� 7 V DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA)_ (Munsell)- Mottling (Structure,Stones,Boulders. Consistent %Gravel /4 S�nd 3l2 16-36 M ed 1'trn l S-md N'r k 509 / IPled"' to Flood Insurance Rate Map: Above 500 year flood boundary No `�es Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth 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? --- If not what Is the depth of nat urally occurring pervious material? Certification I certify that on �. �C �� (date)I have passed the soil evaluator examination approved by the Department of Enviro ental Protection and that the above analysis was performed by me consistent with the required train W g,expertise and a perience described in 310 CMR 15.017. Signature t r��. � R11bl � Date Q:\SEPTIC\PERCFORM.DOC Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF'BARNSTABLE, MASSACHUSETTS 2pplitation for Misp08af 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ®Individual Components Location Address or Lot No..513 6rMd C S'Y1''ca Owner's Name,Address,and Tel.No. Assessor's Map/Parcel q may' �,1 PQa"n zr' b Ql b �1 ,j 11 M! 6ta_r/ Installer's.Name ress ar T ��,�} Designers Name,Address,Z,, and Tel.No. SW'-4/af-33f_4 Par r ds .,Y/e off " Type of Building: t4 p 1,v LZG && 1.AL.'Fio\ Dwelling No.of Bedrooms Lot Size —40, 7S-6:4 ft. Garbage Grinder(N Other Type of Building 7,0 . f P son!' Showers( ) Cafeteria(Other Fixtures Design Flow(min.required) S6® gpd Design flow provided gpd Plan Date OC7'. ,' la Number of sheets Revision Date Title 54e 10/" 101ojgag k mereyc"IC 45 Size of Septic Tank 1500 Type of S.A.S. CX IS-h°l74 eachimi qq#L"P.0 Description of Soil 37 f�. Nature of Repairs or Alterations(Answer when applicable)_j&S-f4.// Qdd/h�Y41 *4,si 4 r d Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in Q 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 ealt I n d Date J Application Approved by Date Application Disapproved by Date -� for the following reasons � 7 Permit No. c3 30 Date Issued � *r 'l�lNY..��.r.,� -~r..'y"„`.,Y„r�i�. /.�A � ��5•lrtM _"^.�j.y.•+"-.-.. n".M�r-^},M/'^j`� / P�yn YNIRKM..•1Y.T'Milf✓,nrc�r-•w.+ 'nw'-.+w'.•W" ,r � �,..w.rs. JC: t a' , �"�. - v Fee 4 d/_,T0• THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: f PUBLIC HEALTH DIVISION -TOWN OF.BARNSTABLE, MASSACHUSETTS Yes 2ppfication for bisposaY,*pstem Construction permit Application for a Permit to Construct U ade Abandon pgr ( ) ( ) ❑Complete System ®Individual Components Location Address or Lot No.Z13 ,pj r j qq e 674"rre- Owner's Name,Address,and Tel.Now.+ d�1�tr /4l0_0 � ,( t�.-ir? . F 1111if 1 Assessor's Map/Parcel y�s� Jerry 0/r M q oi�6 3 s Installer's Name ddress, pnTel. �jrp Designer's Name,Address,and Tel.No. SOP' o��l� � /� J2 p 7i 'lJ t 1 i v ,rl Y� i'✓7 r�'i tJ 1r Type of Building: N p 1 vti c�Zd r\s G ►.L r Lour ,�, u Dwelling No.of Bedrooms A7 � l /k t SiS (9 74:67s q.ft. Garbage Grinder(NO l� Other Type of Building t No.of oof Persons'' ) ry,. "'" Showers( ) Cafeteria( ) Other Fixtures ! U rp 1 / y Design Flow(min.required) Q pd Design provided , - ,Q gpd Plan Date ac-+. aljJ,1 Number of sheets'' ,rfi� �.. �r')V"• Revision Date D Titlel Size of Septic Tank 15M U ll/J'Yl ' 'Type of S A.S. CX J:, ^)'na ��GIG�!/1fi� 47.2 fia,g Description of "� �_ escription of Soil �, �. � Nature of Repairs orAlterations(Answer when applicable) -htil k. 4r Qa,ra etc.. -Aim) . j Date last inspected: i �L 5 r r Agreement,: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in r' accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation'until aCertificate of Compliance has been issued by this Board o Health. i ed_ / Date ►" J Application Approved by Date /U Application Disapproved by Date �u J for the following reasons �- Permit No. ° .o Date Issued __._-:---- --- -------------- - --- ---•---.-•-•-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS RNgrL `CVO -`sa`� D—TX Certificate of Compliance THIS IS TO CERTIFY that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by \e N f q C,p 7,4 ' at q/q 61-/d41P Q: @t= V�'�) has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.�C 10 3C$ dated Installer Designer #bedrooms Approved design flow C'3 1`gpd The issuance of this permit shall not be con trued as a guarantee that the system will functionaas designed. - Date Inspector • No. / Fee / d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION=BARNSTABLE,MASSACHUSETTS bisposal *pstem Construction J)ermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at �!'/d q>° +-r V/'//r° ti 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. L Provided:Construction must be completed within three years of the date of this / / x Date Approved by� - r Town of Barnstable Regulatory Services MAW ��iE' Thomas F. Geiler,Director: Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601. Office: 508-862-4644 Fax: 508-790-6304 Installe & Designer Certification Form Date: l 3 Sewage Permit#2M9 - M ' Assessor's ap\Farcel ©g 3 0Y� Designer-, S��lh �����eery.� Installer: g _. Address: Pa /per Us ter�,(/�c rE Address:: On was issued a permit to install a (date) (installer) septic system at J;z� based on a design drawn by address) dated i013f 3 ; (designer) 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. Z- I ertify-thatthe.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: Mq (Installer's Signature) P ssq°ti JOHN C. O'DEA `ram CIVIL No.'48168 90. /STYR <44 611 jp gner's Signature) (Affix.Designer' Stamp.Here) -_--- PI AgE RL�TfFRN-T �..g bI:-REACTS DMSION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BU LT CARD ARE RECEIVED BY:THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK you. Q.Health/Septic/Designer Certification Form 3-26-04.doc DAL= 1 :?i 1 s. 7b. -19-20-2012 3 e 21 Bpfib6STALE. LAND COURT REGISTRY rVr Locus: 313 Bridge Street(Osterville), Barnstable DEED RESTRICTION t. WHEREAS, ALAN J. DALBY and GILLIAN SIDDALL;husband and wife as tenants by the entirety, whose combined mail address,is Post Office Box 10,Centerville, MA 02632, are the owners of 313 Bridge.Street, Osterville, Barnstable County, Massachusetts, ["Premises"]being ' shown on a plan entitled"Plan of Land on Little Oyster Island, Barnstable, Scale 50 feet to an inch; January 24, 1962, T.H. Stegmaier,.Middleboro, Mass:" duly recorded with the Barnstable County Registry of Deeds in Plan Book 168, Page 117, and as Lot 5 on Land Court Plan 9592-G; and , ,4 WHEREAS, ALAN J. DALBY and GILLIAN SIDDALL•as the owners of the Premises have agreed with the Town of Barnstable.Board of Health to a restriction.as to the total number of bedrooms which can be included in any,buildings at the Premises as a pre-condition to obtaining a building permit for these Premises, and WHEREAS,the Barnstable Board of Health, as a pre-condition to authorizing the issuance of a building permit for the construction of a bedroom and bathroom above the existing garage on the Premises is requiring that the agreement,for the restriction on the total number of bedrooms which can be included in any buildings at the Premises be-put on record with the Barnstable County Registry of Deeds by recording this document. NOW THEREFORE,ALAN J. DALBY and GILLIAN SIDDALL do hereby place the following restriction on the above-referenced Premises in accordance with their agreement'with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 1. Until such time as technology changes and the Barnstable Board of Health changes its regulations or. .otherwise grants permission, 313 Bridge Street, Osterville, will. be..restridted to`no. more than a total of'five (5) bedrooms f combined in any of the buildings on the Premises: F ALAN J. DALBY.and GILLIAN SIDDALL do hereby agree that this shall be a permanent deed restriction.affecting 313 Bridge Street, Osterville,.Massachusetts, being shown on the plan recorded'with the Barnstable County Registry of Deeds in Plan Book 168, Page 11.7, and as Lot 5 . .on Land Court Plan 9592-G. ; } For title see Deed recorded with the Barnstable County Registry of Deeds in Book 22383,Page 124, and Land Court.Certificate of Title 184271: WITNESS our hands and seals his ��day of September, 2012. ` Alan J.Dalby C/ .� Gillian Siddall COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: September 'Z0,2012 T Then personally appeared the above named Alan J.Dalby,proved to me through satisfactory evidence of identification,which was personal knowledge,to be the person whose name'is signed on the preceding or attached document, and acknowledged the foregoing instrument'to be his free act and deed,befo, ` Y •;� • � •`"fir�a �t�t Notary Public 1r, lie r t`� ;1rr i filassa: My.Commission Expir COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: September ,2012 Then personally appeared the above named Gillian Siddall,proved to me through satisfactory evidence of identification,.which was personal knowledge,to be the person whose name is signed on the preceding or attached document, and acknowledged the foregoing instrument to be her free act and deed, before me. BARNSTABL:E COUNTY, REGISTRY OF DEEDS * ' NOtary ublic A TRUE COPY,ATTEST My Commission Expires ,?04'b JOHN F.MEADE,R€LISTER :4 ti BARNSTABLE REGISTRY OF DEEDS ,.�,,,�Y pue ,. . r. TOWN OF BARNSTABLE' LOCATION 3/� t�r_ SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL C2930 INSTALLER'S NAME&PHONE NO. "tea SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: g COMPLIANCE DATE: PCJ Separation Distance Between the:.. Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility t 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) �a ralW. Feet FURNISHED BY ; _ 5 S4 IIS TOWN OF BARNSTABL? 30 - so LOCATION SEWAGE# VILLAGET!/r/1P ASSESSOR'S MAP&PARCEL (D!�j30 yL INSTALLER'S NAME&.PHONE NO. o T� SEPTIC TANK CAPACITY - ~ LEACHING FACILITY:(type)' "rc (size) NO.OF BEDROOMS OWNER PERMIT DATE: $ COMPLIANCE DATE: jU Separation Distance Between the:. Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply We11 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) 1 001, Feet FURNISHED BY 3$" 313 gr,Nd S ((rut 6 i f h 3 09/09/2.007 21:49 5087751783 J.P.MAC0M8LH'& bUN ^� v l 82;/14/1994 07:58 508-790-1578 we S"w 'BATE,'9l2/0 s PROPERTY ADDRESS 313 6idge St -Us*'ervil 1 e -14A*�.? On the above date, e septic system et the address eDove was th In•petted. Thle eyatprn consists of the following: 1.- 1-000 g'!-eion ..6apt.ic tank., Z.• 1- Di-6L4.4AiA; l on lox. 3., 6- in.jO.iUlLaitoith Based on Inspection, 1 certify the following conditions: 6.• 7h ¢ .ih a 7�itle F.ime zipt.ic 4yetem 5., Sepf�c 8ghtem i4 in RRopea wcaking 04d44 at the P4a-3ent time" SIGNATURE Name: t<iobort A. Ptollet Company., JqMtiP 1111900rl [_ i Son Inc . 4ddi�rsa: R� i�.Box 66 Phone: aoe-775oag or s 641 JOSEp" P. MACWBER S SON, INC. Tank ceupoola4mmhfields Pumpod i Insulied Town S"mr Conneatlont P.O. 'Box 66 Centerville, MA 07692.0066 775-9339 7794422 Y 09/0ct/2007 21:49 5087751783 rraar- oc 02/14/1994 07:58 508-750-1578 J.tJ.MHlUMVtK & bLPN Y � COMMONWEALTH OF MM SACHU' MS ExecunvE amaz OF ENviRoNmENTAL AFFAIRS DEPARTWNT OF ENWRONMENTAL PROTECTION TPTIE 5 OFFICIAL 1r1SWIX,it FOAM-MDT MR VOLUNTARY ASSESSMEMM SUBSURFACE SEWAGE 101010SAL SYSrM FORA[ RARTA CENTOcAMN R9wk!AMt'agn 'll ' BL9l1 S t nar,orvi l le ,MA_n2fiR5 OrNWO HIMME r OwnepU AAiema Warcenter Ma Q7 609 Deb d 9/7jQ 5 NaanOaRli�.�Iart(!r�*1�I RotM rt_ A Paolini OnopoopNMwe J_P_Maaramhor i Son Inc. lttratttltrlA�i�_13a�c• 66 ran nrvi lla MA 02632 Tii�iaOeNopina:5d8_775,}�•38�_ _ CM ATlOW WAT MENT I cerdfy tnt I b&e puwndly isz%w ed ttbe sewage disposal ttysti m at No addmu and tW Ibe iOmmadoo mpc+wd bdvw is Irm aecontpe pod oaeplaae w of die time of Qto inapo4dcm.The lAapoQinn a►as penWvwd hosed on my trelnlag aid egwietteo in die paper f wwilan and mWaftrwm of an sate sewagt diapoaal ep kms.I am.DEP "Pip - 9vbA ftrpmw purnowtbsmitingIF—WdIllik5(310(3mWm Theeystettt: _ t�oatailly-Ptuaep Neo&Podia Evaluation by due U cal Aping AW%-sity 4 F b DMa '7 � _ Ipsietoh ti$ ltaliet n -A Z The syrlem inspvmw#Welt tAibtrtlt 4teopy of fW inapm-fm mpott b ih Apptnving Authority(Boa¢d d KeWtb or Mn tritAln 30 days of eornpklltig this inspwWn,If the gyMn is a stagrd syftM cc hai.a design flow of 10,0W gpd tw pvda the nuprc at•xW qte system ow vwr shall submit the report to the app mpriAte rtgmxvd office of the MY.Tho orisinai altoWd be salt t0 the systbn owner and copies am soft buyer,of spp(ictbicL anal ttta appmv ing aWiorlty. Nate ttnd Catsimenh «+�'lby Matt a tlnpet+ gm�Mr at !!�t�stffpr attri ttttr0ntr Ibe eata�lltod a['s 1 3 dwA dMIL'IBM&EP24+0tat 441M ants ea.bsw 00 ysles willpetrt= r fiiahtre atataae tie tta�e a I�Sewl atr�IMr.+[era Tille 3 f"Reboe fbim &I.V"oo page i 09/09/2007 21:49 5087751783 resat nd 02/14/1,994 07:58 508-790-1578 J.P.MACOMBEk & SUN Pubs au Page 2 of 11 OFFICIAL)INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS ' SUDSLMFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) )Property Address:_ 7 Aridi�st Owner. _DA=8 Bar ev Date of Impeedoa• llaapeeuon Samm■rr Cheek AM CD or E/Al.WAYS-complete All of Secuoa 0, A. System Paeeea: I/'6 S NO 1 have not fond any information which Indicates that any of the failure criteria described in 310 CMR 15.303 a in 310 CMR 15.304 exist.Any failure criteria not evaluated arc indicated below. Comments: Sept-ie A_VAtenr .ie jA zo/aea wozk•ing ortdeit at the 124eeent .t.ime g. System Cotdiidoaally�: NO One or more rystem owsposents as described in the"Conditional Pass"section need to be replaced.or repay The sYstem,upon completion of the replacement or repair,as approved by the Board of Health,will pass. r-- Answer M no or dot4cft rnlned(Y,N,ND)in the for the following statements.If"not determined"please explain. NO • he UPtie tank is metal and ova 20 years old"or the septic tank(whether tel or not)is structurally wlsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the. existing tank is replaced with a codiplying septic tatak as approved by the Board of Health. 'A metal sepses tanh will pass inapcntlon If It Is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 yews old is available. ND"plain: NO. Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or date to a broken,settled or uneven distribution box.System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced oba anima is rmnwvcd distribution box is leveled or replaced ND explain: NO The tyttem n4ulmd ItunpinE more than 4 times a year due to broken or obstructed Pipe(s). The system will Pus ingwdort if(with approval ofthe Board of Health): brokmt pipe(s)we rephiced obstruction Is removed ND explain: 2 09/09/2007 21:49 5087751783 PAGE 04 02/14/1994 07:58 508-/90-1b/8 J.t-,MAL;UnMK d 7LXN rout- u� Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTMCA77ON(continued) Property Address: (29tcarvi l a MA 112655 Qwaert �oanie ae��� Date of lospectloa• C. Furlher Evaluation it Required by the Hoard of Health: NO Conditions exist which requim further ovahtadon by the Board of Health in order to determine if the system is hilias to protect public health,.safety or die eavimomeat. I. System will pass unless Hoard of Healm determines In seecrdance with 310 CMR 13.303(l)(b)that the system is not functioning inn wAnner which will protect public health,safety and the environment: n o Cesspool or privy is within 50 feet of a surface water M Cesspool or privy is within 30 feet of a bordering vegetated wetland or a salt marsh. 2. Sy sum w111 fall unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning In a manner that proteets the public health,safety and environment: 0 The system has a septic tank and soil absorption systems(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ?°O The system has o septic tank and SAS and the SAS is within a Zone 1 of a public water supply, rt o The system has a septic rank and.SAS and the SAS is within 50 feet of a private water supply well. It° The system has a septic tank and SAS and the SAS Is less than too feet but 50 feet of more fron)a private water supply well0".Method used to determine distance ui a"ta$ ••ThM system passes if the well water analysis,peribrmcd at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well Is free from pollution from that facility and the presence of mimonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure Criteria are triggered.A copy ofthe analysis must be attached to this form. 3. Other. 3 it 09/09/2007 .21:49 5087751783 PAGE 05 02/14/,1994 07:58 508-790-1578 J.P.MACOMBER & SON HAUL tlb Page 4 of 1 I OFFICIAL WSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSP'EC71ON FORM PART A CERTIFICATION(continued) Property Address: 313 Brldge 'St - Oaterville !3A . D2655 Owner:Q&nn i it ftwrkP-x _ Date of Iaspeotl u r 21!2 1O5 D. System Failure Criteria appileable to ail system., You KW indicate"yes"or"W to each of the following for all inspections: Yes ]o _ Backup of sewsp into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or X clogged SAS or cesspool Slide liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or old dopth incesspoot is lees than 6"below invert or available volume is less than 1�•day slow "U pumping more than 4 tames in the last year MQT due to clogged or obstructed p"(s).Number of times pumped X Any pordon of the SAS,cesspool or privy is below hig h ground water elevation. Any portion of cesspool or privy is within 100 feet of a sudbee water supply or tributary to a surface water supply. Any portion are caupool or privy is within a Zone 1 ofa public well. _ Any portion atit cesspool or privy is within So fed of a private water supply well X Any pottiott of a cesspool or privy is less than 100 feet but greater than 50 feet iron a private water - supply well with no acceptable water quality analysis.(This system passes if the well water analysis. performed at a DEP car MW Inboratvey,for eoUform bacteria and volatile organic compounds indicates that it*well is free fnvva pollution from that facility and the presence of ammonia oitrogen and nitrate nitrogen is equal to or tea than 5 ppm,provided that no other('allure criteria are triggered.A copy of the analysis must be attached to this forms.] NO (YeVNO)Tlite system hill .I have determined that one or mow.ofthe above failure criteria exist as described in 310 CMR 15.303.therefore the symern fails.The system owner should contact the Hoord of Health to doics Itie what will be necessary to correct the&&lure. E. Luse Systems: To be considered a large syaltem the iystem must"rye a fnAeliity with a design flow of 10,000 gpd to 15,000. You must lmdiente either"'yes"or"no"to atilt of the fbllowing: (The following orhetia apply to brp syeteme in addiction to the etiteris above) Yea n� the system is within 400 feet of a awfl*u drinhing water supply X the system is witbiin 200 feet of a tributary to a sutfaas drinking water supply X the system is located 18,■nitrogen sensitive area((nterim Wellhead protraction Area-TWPA)or a mapped Zone 11 of public wales supply well If you have answered'yase"to any question in Section E the system is considered a significant threat,or answered '- "In Section D above the large system has failed.7be owner or operator of any large system considered a significant threat under Section E or unified raider Section D shell upgrade the sysrent In accordance with 310 CMR t 3.304.111e system owner Omit!contact the appropriate regional office of the Department. 4 09/09/2007 21:49 5087751783 PAGE 06 02/14/1994 07:58 508-790-1578 J.H.MALMMMtht 2k SUN rNut ni Page 5 of 11 , O.MCIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: — e• got—vi 1 - MA 02655 owners Date o 1"Wethm.. 9 2 0 5 y f J Check if the followiW bevo been done.You most Indicate yes"or"no"as to each of the follo,! tom: Yes Np Pumping information was provided by the owner,occupant,or Hoard of Health X Were any of the system components pumped out in the previous two weeks? X T, Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? !r Were As built plaits of the system obtainod and examined?(If they were not available note as N/A) X _ Was the beility otr.dwolling inspected for signs of sewage back up? X Was the site inspected for signs of break out? X Were all system components,"luding the SAS,located on site? X _ Were the septic tank manholes uncovered,topened,and the interior of the rank inspected for the condition ' of the baffles or tees.material of construction,dimeosions,depth of liquid,depth of sludge and depth of scum? X_ _ Was the facility owner(and occupants ifdiffemnt from owner)provided with information on the proper maintenance of subsurface sewage disposal system? The she and location of the Soq Absoorion System(SAS)on the site bas been determined based on: Yes tto X Existing Informeikm.Por example,a plan at flee Hoard of Health. X _ Determined In the field(if any of the failure criteria related to Part C is at issue approximation of distance Is unaecepuble)1310 CMR 1 S 302(3)(b)) 09/09/2007 21:49 5087751783 rAUE e/ U2/14/1994 07:58 509-790-1578 J.F.MACUMM-H 2L SUN HAUE U8 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSNMNTS SUBSURFACE-SEWAGE DXSPOSAL SYSTEM INSPECTION FORM PART C SYS'MM INFORMATION Property Address: Ost:ervil a MA 02655 Ow10tre_Dwnn4•a uerf !]ate of h6peet100: /2 Ing RESID$NT1AL FLAW CONDITIONS Number of bedroortts(design): 5 Number of bcdrootes(actual); 5 DES1ON flow based on 310 CMR 15.203(for example: 110 gpd x it of bedroo wt 550 Number of current midots: 3 Does residence have a garbrse grinder(yes or no):no Is laundry on a separate sewage system(yes or no)-So [if yes acparata inspection required) Laundry system inspected(yes or no):n o Seasonal use:(yesorno): ye- 2003_155, 000ga9-10ne CcPD_4,?4,.65 . Water meter readings,if awilable(lest 2 yam usage(gpd)):,?0 0 4=16 2, 00 0 a eforzj �j P D.=4 4 3,8 3 sutap pump(yes or no):1 o -3 pz in k ee a b y e t e m j s /?Z e h e n t Last date of occupancy: unkn o fun COMMBRCL41J1&USTMIAL Type of t• N/A Deriv fl7Z an 310 CMIt 13.203): gvd Basis 'deal'. 1low(waalbersons/sq%cic.): Gram UV pttsasd(yes or ao): Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system-(yes pr no):_ W■ter xwm readings.If available: Lan date of occupancy/use: OTHER(describe): GENERAL INI►ORMA'TIOff Pumping Records Source of Information: NIA Wss system pumped as part of the inspection(yes or no): ►_s yes,volulgtc permped: gallons—How was quantity pumped determined? Ronson for pumping: TYPE OF 13 MM X Septic tack,disaibtrtion bm sail absorption system smgie Memol _Overflow cvupool Sbared system(yes or no.)(if yes,attach previous inspection records,If any) Innovative/Alternative technology.Attach a copy of the current operation end maintenance contract(to be obtained f m system owner) ,..._Tigbt to& _Attach a copy of the DEP approval Other(dascnbe); AMroxf a e egg of all components,date installed(if{mown)and source of information: Wem sewnp odors detected when arriving at rite site(yes or no):rz o 6 09/09/2007 21:49 5087751783 rr�Ut nti 02/14/1994 07:58 508-790-1578 J.P.MACOMdl=k & 5UN rA�t ny Page 7 of l 1 _ OFFICIAL INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 313 airidga St osterville, NA 02655 Owner. 11000 j.3J3e3rkgg; Date at Inspection; 9/2/1)5 BUILDING SEWER(locate on site plan) Depth below glade, 3 0` Materials of constriction: cast iron X 40 PVC other(explain): Distance f}om private water supply well yr suction Hne: 10,4 Comments(on condition of joints,venting,evidence of leakage,etc.): xointe anneadt tight., No 4,.one o/. leakage.- en a 2o.uq 0Uh& vez , SEPTIC TANK:y e glocste on she plan) 1500 ya l B o a Depth below grade:2 4` Material of Construction:X concrete metal fiberglass_po ►ylene ___._ot►eKccplain)If tank is metal list age:_ Is age confimed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions:10'6"X 5 ' 8"X 5 '8" Sludge depth: iaa c e Distance frets top of sludge to botwift of outlet tee or baffle:0 SCM thidams: 1tbRC Distance ftm top of scum to top of outlet tee or battle: a on e Distance tram bottom of scum to bottom of outlet tee or baffle: none How were dimensions determined: • m e s a a4 e d Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of.leakage,etc.). . Burin tank ayffl u 2 uedne , Ini& t oU , CZ JOVA aATO :n Ja ng 7n.,k, is � iL 1L �.y a d- -- GREASE TRAP:?o(locm on site plan) Depth below glade: Material of construction:—Cowtte—metal fiberglass_fiolyethyleno otter (explain): - Dimensions. Scum thickness: Distinoe hem top of south to top of outlet tee or baffle: Distame from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: CoWi tits(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Q�tea.de :.tap tb �to�t p�tee.ezt ' 7 09/09/2007 21:49 5087751783 PAGE 09 02/14/1994 07:58 508-790-1578 J.P.MAGMIBER SON PAGE lb Pages of I I OFFICIAL INSPECTION FORM(-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM r PART C SYSTEM INFORMATION(continued) Property Address! 31,3 Bridge St Aterm" la MA 02655 Owner: DPrin i a gprkeg Date of impeetloo: 9/2/0-5 TIG>EI T or MOLDING TANK: ° (tank mwt be puwped at time of inspection)(loeate on site plat) Dgft below glade: Materiel of construction: concrete metal_fiberglass__polyeMyicnc othcr(explain): Ditneasioru: GlDdty sallies Design Flow.. xallons/day Alum present(yes or row) Ah m level: Alarm in workiuns order(yes or no): Date of last pumping: Cottuaents(condition of alarm and float switches,etc,); Tight oa hotdi.ag tankd a4e got naebent. DISTR.IMMON BOX:y e.c(if present must be opencdXlocate on site plan) r-. Depilt of liquid level ebm outlet invert: 0 Comments(note If box is level and distribution to outlet-equal;any evidence of solids carryover,any evidence of leakage into or out of box,etc.): 130x .ie peve.t.- 11ae 3 tatelat-3.' No 40,Ud Cgldk 9129A.- No n erz age in oz out o&• Box., PUMP CHAMBER:n° (locate on site plan) Pumps in working order(yea or no): Alarms in working order(yes or no): Comments(none condition of pusnp chamber,condition of pumps and appurtenances,etc.): pump chamQe2 1d not Rne.bent 09/09/2007 21:49 5087751783 PAGE 10 02/14/1994 07:58 508-790-1578 J.P.MAGUMHEH &.SUN rAUL 11 1'age 9.of 1 l OFFICIAL IINSPECTTiON FORM--NOT FOR VOLUNTARY ASSESSMENTS - SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address. 313 t '9lStar.vi 11_� -MA Q 655 Owner; Dennis Berkey— Date of Inspection; 9/2 n r SOIL.ABSORPTION SYSTEM(SAS): (locate oo site plan,excavation not required) If SAS not located explain why; Located bee da_ge- y0. -•_—•-- -- Type htaohiag pl%number:_ let i ft chambcM number: 6 lenafuag gailwip,nuanber: lemking trenches,number,length: _•,, leaching fields,number,dimensions , _overflow cesspool,number: _itmovati'vehfternative system .Typdname of technology: Comments(note condition of soil, signs of hydraulic taitlure,levet of pending,damp soil.condition of vegetation, -. Loamg to we_dium nand.. No 6.ionA o- Zai_0u4E - S41ZA -ann "�2I1 veyer.aXton 44 no4ma CESSPOOLS:RO (cesspool must be pumped as pattof irtspection)(locate on site plan) Number and configuration Depth-top of liquid to inlet tmvert: Depth of solids layer: Depth of scum layer: Dimensions of cempoot Materials ofconstruetion: Indication of arotmdwaser inflow(yes yr no): Conents(note condition ofsotl,signs of hydraulic failure,level of pending,condition of vegetation,etc.): Ceeepoote aze Rost /r4eeenZ PRIM" Otte on site plan) MaMiab of Construction: Dimensions: Depth of Wlds: Comments(Dote condition of soil,signs of hydraulic f ilw e,level of pending,condition of vegetation.etc.): 24.ia9 Z4 not n4.e4ent 9 09/99/2007 21:49 5087751783 PAGE 11 02/14/,1994 07:58 508-790-1578 J.P.MACOMBER & SUN F'AUE 1;C Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) , Pruparty Adder: 313 a Bot idg aat �fe�u.t'Zt QwpanAenrt-ie &4 e Date of 1lmpectlon:„r/210 5 S�KETCH OR SEWAGE DISPOSAL SYSTEM Pr6*10e a sketch of the sewage disposal system including tics to at Ica t two permanent reference landmarks or bencMlatks..Locate all wells within 100 fect.Locate where public water supply enters the building., y• 001 � r1 • 3j�� �4' 10 ' 09/09/2007 21:49 5087751783 HAUL 12 02/14/�994 07:58 508-790-1578 J.P.MAGUMHtk & SUN rHvc x� PaW11 of_I1 OFFICIAL INSPECTTON FORM—NOT FOR VOLUNTARY ASSESSMENTS ~" "SURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Prvpd'tr Addraa: • 3 7 3 Rr i d t�grvil a mA D2655 Owner:,�D�n�j tt�t�rlcoi . Date of ittapsatloa: j,?l 0 5_ SITE`XAM Slop Sti&w water Cheek Cellar Shallow welhz Estimated depth to too tmd water.,font Plesso indicate(check)all methods used to dttermine the high gronnd'water elevation: No Obtsioed from rys0em design phme on record-if checked daft of design plan reviewed: ue4Observed site(abuttihtg property/observation hole within ISO foot ofSAS) &"Checked with local-Board of Heald"xplain: R o ChecheMssith local excsvatms,6tstallers-(attach documeamatian) y"Accessed VSGS dtltabLw-cxplauhh tip.-f o wn 9 at n s t a 9 t e.,m a.-u.6 You mutt describe how you catabllshed ibe bigh ground water stevation: Uz&d : Cage Cod Comm,e,e.i•on Vaien 7atie Corttound And Puteic &afez supply Wale /tea n.to ec io•rs a.ceae nrag , Sept 1995 Waie4 4teou4eee ogl.ice cane cod caRM4.�I h Leaching � Pit 'F,x: ;eat Groundwater Fe.et Below Bottom of pit High Groundwater,Adjustment 1.8 ft per Frimpter Method Therefom.the vertical•separation distxnce between the bottom Of the Iosehing pit and the adjusted groundwater table is feel. . 11 ' F VJ/V7/LVV/ L1.47 JVOI (.J1 (ul -- 02114/1994 07:58 506-790-1578 J.P.MACOMBER & SON PAGE Id •..».w••.r..•r�--�rwwrwwr ..r.w+ w.e+.-�w +.nrns.w.�wwn •i !! // TOWN OF BARNSTABLE BOARD OF HEALTH w,,.�F••�� UOSURFACF 9EWAGK VIeSPOSAL SYSTEM 1NSPF.CTION FORM - PART D CERTIFICATION - ^ vim -TYPE ON PIUNT CI,EAIILY- PROPERTr INSPECTED STREET ADDR05$313 BriSig2 St ' ASSASSORS MAP, BLACK AND PARCEL ♦ 093-04 6 . OWNER's NAME _tennis Ba'rku PART 0 - cEnrrF.fcArroN NAME OF INSPECTOR Rofeat Pao-lint COMPANY NAME joeeph P.. ft eoffl ie/t''2'.Son In - COMPANY ADDRESS Box 66 Cezte.tvieee PJaA4 02632 Town or city titae• LIP COMPANY TELEPHONIC ( 508 1. 773 - 3338 FAX ( 508 )790 - 1576 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage diepos41 system at this address and that the information reported is true# accurate# and omplete as of the time of -inspection. The inspection was performed and any recommendations regarding upgrade , maintenance, and repair are consistent Niti# my training and experience in she proper function and Maintenance of on-- site sewage dioposai systems . Check one: XXX Systsn PASSED The ir-aFeetion which I have conducted has not found any information which indicates that the system fails to adequately protect public J IleAlth Or they Ohvironment ae defined in 310 CMR 1.5. 303 , Any failure criteria not evaluated are as stated in the FAILURE �CRITERIA section" oC this form. .� Syt{tem FAILED* The inspection Wl11ch . I hAve con gated has found that *the syatem rails to ' proteot the E-sublic health and the environment in accordance with Title 5, 310 CHR 15 ,303, and as specifically noted on PART C - FAILURE PIXTERIA of this Inspecti fa Inspector tignature - Date Z twile cony of - tills certification must ba provided to the OWNER,qr# •PP1404blw) and the 139ARD OF HBnLTtt the DVYER. w re the insvection FAILED, th-e owner or-'o w [' peratiar shall uagrade ' e�te ryrC.n, r ithin one year o. the data of the ihap,actien, unl.was ollowod or required �therNiee or provided In 3.10 CMR 16 .306. 1 DATE-9/2/05- PROPERTY ADDRESS 313 Bridge St O.sterville MA Qoti�� On the above date, the septic system at the address.above was Inspected. This system consists of the following: 1., 1-15-00 ga.22on se/2;6ic tank., 2; 1- Diztzigut.ion 9OX.- 3., 6- .in�ii;bzatoaz Based on.inspection, I certify,the following conditions: 4., 7h.ie .ins a 7.itie Five zept.ic zyztem 5.1 Sepi-ic zyztem .iz .in p/Lopez wozk.ing oadea at the /2aesent time.! SIGNATURE Name: Robert A: Paollni � � - `y I r Company: Joseph P. Macomber &.Son Inc . r Address: P. O. Box 66 Centerville. Mass 02632 i c Phone: 508-775-3338-or 508-775-6412 t JOSEPH P. MACOMBER & SON, 'INC.. Tanks-Cesspools-Leachfields l Pumped & installed Town Sewer Connections P.O. Box 66 Centerville, MA 026.32-0066 775-3338 775-6412 EOMMONWEALT H OF 1VIASSACHUSETTS ExEcurivE OFFICE oiF EwIRomffiWAL AFFAiRs DEPARTMENT OF ENVIRONMENTAL PROTECTION l TITLES OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTWICATION Property A&h*&r 31 1 Bridge St � nett-rvi 1"1 P MA 026S5 - UwBWS Name: nQ nA i s RPrk P V Owner's Address: Worcester MA 01609 Date.of InTedwic 9 L0 S. Name of Inspector (pbasapri } Robert A Paolini Company Name:J_P=Macomber "on Inc. Mafifag Address: Rnx 66 Centerville MA 02632 Tekp; e Number.5 0 8-7 7 5-3 3 3 8 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information rcpaited below is true,accurate and complete as of the time of the inspection.The inspection was performedbased onmy training and experience in the proper function and maintenance of on site sewage disposal systems,I am a DEP approved system inspector pursuant to Section I5—W of Title S(310 t 9MR ISAW) The system: XXX `Passes Conditionally Passed , Needs Further Evaluation by the Lkcal Appmving Authority � F JI Inspector's Signature: O r Date: 7-05 The system inspector shall submit a copy of this inspection report.to the Approving Authority(Board of Health or DEF)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10.,OOD gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional off ice of the DIR The original should be sent to the system owner and copies sent to the buyerjf applicable,and the apprm ng autholity.. Notes and Comments * report only domes eon at the time of inspection and under the conditions at use at th9. than:This bMectlon does not a&1ress how the system will perform in the future under the same or dii kmnt Title 5Inspection Form' 6/15/2000 page I I Page 2 of 11 OFFICIAL INSPECTION;FORM—NOT FOR VOLUNTARY ASSESSMENTS. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A . CERTIFICATION (continued) Property Address: -3 3 Rr i dgP s t nstervi e MAI n9A5S Owner: Dennis Berkey Date of Inspection: 9.42.40 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section.D. A. System Passes: YES NO I have not found any information which indicates'that any of the failure.criteria described-in 310 CMR 15.303.or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: Segt.id byatem .iz :in /220%2elt wo2k.Cng 02de2 at Z`he /22ezent time., B. System Conditionally'Passes: ' NO One or more system components as described in the"Conditional:Pass".section need to be.replaced:or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. NO The septic tank is metal and.over 20 years old*or the septic:tank(whether metal or not)is:structurally unsound,exhibits substantial infiltration or exfiltration,or tank failure is.imminent. System will pass inspection if the existing tank is replaced with a.complying septic tank.as approved 1,iy.the:$oardof Health . *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: NO. Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box.System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: NO The system required pumping.more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with:approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTI.FICATION(continued) Property Address: Ostervil a MA 02ti55 Owner:. Lehi $er'koy Date of Inspection: a /o /n C. Further Evaluation is Required by the Board of Health: NO Conditions.exist whichrequire further evaluation by the Board:of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines.in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a mariner which will protect public health,safety and the environment: n o Cesspool or privy is within 50 feet of a surface water n oo Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless.the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a mariner that protects the public health,safety and environment: n o The system has a septic tank and soil absorption system'(SAS).and the SAS is within 100 feet.of a surface water.supply or tributary to a.surface water supply. n o The system has a.septic tank and SAS and.the SAS is-within a Zone 1 of a public water-supply. no The system has a septic tank and.SAS and the SAS is within 50 feet of a private water supply well. n o The system has a septic tank and SAS and the SAS is less than 100 feet-but 50 feet or more froN a private water supply well".Method used to determine distance v LZua "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds'indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5.ppm,provided that no other failure criteria.are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL•INSPECTION FORM—NOT FOR::VOLUNTARY ASSESSMENTS SUBSURFACE:SEWAGE DISPOSAL SYSTEM.INSPECTION FORM PART.A CERTIFICATION(continued) Property Address: 313 Bridge 'St Osterville MA - 02655 Owner: Denni G. gprkt-y - Date of Inspection: a f 2 f 0 5 D. System Esilure Criteria applicable to all systems:. You must indicate"yes".or"no"to each of the.following.1or all inspections: Yes No . X Backup of sewage-.into facility or system component due.10 overloaded.or.clogged SAS or cesspool T Discharge.or.ponding of effluent to the surface of the.ground or..surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box.above outlet invert due to-an overloaded or clogged SAS or Xcesspool Liquid depth in cesspool is less than.6"below invert or available volume is less than'/2..day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped X Any portion of the SAS,cesspool or privy is below high ground water elevation. _ Any portion of cesspool or privy is within 100 feet of a surface water'supply.or tributary to a surface water supply. _ X Any portion of a cesspool or privy is within a Zone 1 of a.public well... _ 7- Any portion of a cesspool or privy is within.50 feet of a private water supply well. �. X Any portion of a cesspool or privy is.less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis.[This system.passes if the well water:analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates:.that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5.ppm,provided that no other failure criteria are triggered:A copy of the analysis must be attached to this forili.] NO (Yes/No)The system fails.I:have determined that,one or:morergf.the above failure.criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner.should contact the Board of Health to determine what.will be necessary to correct the.failure. E. Large Systems: To be considered a large system the system must serve.a.facility with a design flow of 1.0,00.0 gpd to 15,000. gpd• You must indicate either"yes"or'no"to,each of the following: (The following criteria apply to large systems in addition to.the criteria above) . yes n(� the system is within 400 feet of a surface drinking water supply' X the system is within 200 feet of a tributary to a surface drinking water supply X the system is located iin.a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered . "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed,under Section D shall upgrade the system in accordance with 310 CMR 15.504.The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: -41 3 14r 1 r Ost.ervil f P MA 02ti55. Owner: Dgnnni Date of Inspection: 9 2 0 5 Y . Check if the following have been done.You must indicate"yes"or"no"as to each.of the following: Yes No X Pumping information was provided by the owner,occupant,or Board of Health X ` Were any of the system components pumped out in the previous two weeks? X _ .Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to,the system recently or as part:of this inspection? Were as built plans of the system obtained and examined?(If they were not available'hote as N/A) X Was the facility or-dwelling inspected for signs of sewage back up? X. Was the site inspected for signs of break out? X _ Were all system components,a eluding the SAS,located on site?. Were the septic tank manholes uncovered,,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and.depth of scum? X '. Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of.the Soil Absorption System(SAS)on the site has been determined based Yes no X Existing information.For example,a plan at�e Board of Health. X Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable).[3 10 CMR 15.302(3)(b)] 5 r Page 6 of 11 OFFICIAL INSPECTION FI):RM—NOT FOR VOLUNTARY ASSESSMENTS .SUBSURFACE SEWAGE DISPOSAL::SYSTEM-INSPECT.fON FORM PART C SYSTEM INFORMATION Property Address: 313' Bridge St Oster.ville MA 02655 Owner: Dpnni c RarkA17 Date of Inspection: 9/2/_0 5 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): �5 Number-of bedrooms(actual): 5_ DESIGN flow based on 310 CIVM 15.203(for example: 110 gpd x#of bedrooms): 550. Number of current residents: 3 Does residence have a garbage grinder.(yes or no):n o Is laundry on a separate sewage system(yes or.no).:r o [if yes separate inspection required] Laundry system inspected(yes or no):n o ' Seasonal use:(yes or no): yeas 2003=15 5, 00,0ga.!.eons G%D_424.,6 5 Water meter.readings,if available(last 2 years usage(gpd)):2 0 0 4=16 2, 0 0 0 as 2i o n s G%D.:4 4 3.43 Sump.PUMP(yes or no):n0 z pa.inkie2. s yi hem .is /�2eaent Last date ofoccupancy: unknown COMMERCIAL/I1USTRIAL . Type of estaLlJ lttz Ont: N/,4 Design flgw�6'411 d on 310 CMR 15.203): �pd Basis of designtow(seats/persons/sgf,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system-(yes:or no):_ Water.meter readings,if available: Last date of occupancy/use: . OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: N/A Was system pumped as part of the inspection(yes or no):_ If yes,volume pumped:_gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM, X Septic tank,distribution box,soil absorption system _Single cesspool Overflow cesspool —Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) k Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: unknown Were sewage odors detected when arriving at the site(yes or no):n o • r Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 313 Bridge St Osterville MA 02655 Owner: D -nni G RPrkP_ Date of Inspection: 9/2/0 5 BUILDING SEWER(locate on site plan) Depth below grade: .3 0" Materials of construction: cast iron X 40 PVC_other(explain): Distance from private water supply well or suction line: 0 f Comments(on condition of joints,venting,evidence of leakage,etc.): o:intz a eaa ti U., .No 3.tan6 , o f eeakageo Vente-d th.,zoughooze ven SEPTIC TANK: y e{locate on site plan) 1500 ga i 2 o n Depth below grade:2 4" Material of construction X concrete_metal fiberglass_polyethylene _other(explain) If tank is metal list age:— Is age confirmed by a Certificate of Compliance(yes or no):—.(attach a copy of certificate) Dimensions:10' 6"X5 8"X5 ' 8" Sludge depth: t a a c e Distance from top of sludge to bottom of outlet tee.or baffle:0 Scum thickness: non le Distance from top of scum to top of outlet tee or baffle: n one Distance from bottom of scum to bottom of outlet tee or baffle: none l How were dimensions determined: m e a h u a e c/ Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of.leakage,etc.): Pump tank eveau 2 ueaitz r Inegt ouUet tees ate in Qianao 7a -k .i� �stnuctuaa.22y sound r GREASE TRAP: n o(locate on site plan) Depth below grade:— Material of construction:—concrete—metal_fiberglass_polyethylene other (explain).- Dimensions: Scum thickness: Distance from top of scum to-top of outlet tee or baffle: Distance from bottom of.scum to bottom of outlet tee or baffle: -Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): yaeaze t1tap .iz not sae sent 7. . r Page 8of11. OFFICIAL.INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE .SEWAGE DISPOSAL.SYSTEM INSPECTION FORM � PART C SYSTEM INFORMATION(continued) Property Address: 313 Bridges n�tPrvil1P MA 0.2655 Owner: nPnni c RPrka Date of Inspection: 9!2/0 5 .TIGHT or HOLDING TANK:a 0 (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass —olyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day r Alarm present(yes or no): Alarm level: Alarm in working order(yes.or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): oa 7.i ht hoid.in tanks aae not 2eaent r 9 g DISTRIBUTION BOX:J e-3 (if present must be opened)(locate on site plan) . Depth of liquid level above outlet invert: 0 Comments(note if box is level and distribution to outlets equal,any evidence.of solids carryover,any evidence of leakage into or out of box,etc.): Box i.6 .levee., flan 3 .Pateaaiz.- N.a. zo.2id ca 2 oven.- No .s.i anz ea age -in olt Out 0,� 9ox 1 PUMP CHAMBER:n 0 (locate on site plan) Pumps in.working order(yes or no): Alarms in working order(yes or no):T Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): - u in12 cham9e2 .is not /22ebent - 8 7 Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS �. SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 313 Bridge St OGferVil l e MA 02655 Owner:. Dennis Berkey Date of Inspection: 9 j. 2.10 5 SOIL ABSORPTION.SYSTEM(SAS): -(locate on site plan,excavation not required) If SAS not located explain why: Located zee 12age Type leaching pits,number:_ X leaching chambers,number: 6 leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: innovative/altemative system. Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): �. Loamu to medium _.sand. No signs oZ ZaLeaze.- ege ¢ .con .cz noama CESSPOOLS:nO (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—.top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: A Indication of groundwater inflow(ye br no): Comments(note condition of"soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Cazzpooiz ate not paesent PRIVY:n° (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 4-ivy .i.e not 2e sent 9 • Page 10 of I I OFFICIAL INSPECTION FORM-. NOT FOR VOLUNTARY..ASSESSMENTS SUBSURFACE SEWAGF,.DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued)' PropertyAddress: 313 Ba.�d e Sweet .s eay..Lte Owner•Denn.iz 7ea ey Date of Inspection: 912105 N SKETCH OF SEWAGE DISPOSAL SYSTEM Pr6*e a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. v \ i a. ��14c C?1'� rC�•`�• �) '1 r 4a- jy.3 k re .� J k:. GrAu 10 Page 11 of 11 - OFFICIAL INSPECTION FORM—'NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:. - Ostervil a MA 02655 Owner: Dennj -perk Date of Inspection: 9/-/0 A SITE EXAM . Slope Surface water Check cellar Shallow wells. f Estimated depth to ground water _..eet Please indicate(check)all methods.used to determine the high-'ground water elevation: T -NO Obtained from system design plans on record-If checked,date of design plan reviewed: y e"Observed site(abutting property/observation hole within 1504 feet of SAS) Checked with local Board of Health-explain:e7.A 9.u i P r a Ad no Checked:with local excavators,installers-(attach documentation) Accessed USGS database=explainAttR:t own-i gaan st agie.,ma.,u s You must describe how you established the high ground water elevation: llaed. : Ca e Cod Comm.i ion 1datea 7ak2e Coritoua�s And Pattie Glatea Supp2y Gle2� head soteet io•n azeaa ma Se 1- 1995 tdatea aehOuaceh O� •_cg cape cod commizzon , Leaching Pit ,eet Groundwaterl,f Feet Below Bottom of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method Therefore,the vertical.separation distance betwben the bottom of the leaching pit and the adjusted groundwater table is 5' feet: f :r•11Rn1•ttt—Rt•fTr1q'7�STR�J1'1frRTtlAls^nfTdLT.RTTl•T7r:'fT! TRTJr.R91"IfT TfL9'It•6i 1f7r7►TIRItt93 .T7!',17'�^.1R:7R^iiT�.7�••1• I'OHN OF BARNS.TABLE 130ARD OF .HEALTH I, SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION ••ss•t^T•:::.�rera.^.rrr+:etrnr•rt+ia-rrn+ernserair�st'rsYr�rsntiarntvrleeeflamrase+Hors .iam vnevr'�r•^tr+`s•� -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 313 Bridcr.e St ASSESSORS MAP,, BLOCK AND PARCEL # 093-046 OWNER's NAME Dennis Ba%key PART D - CERTXFI0ATX0N NAME OF INSPECTOR Ro&eat P ao.9 in i ,COMPANY NAME aozeph P NacomleA'1' Son. Inc' COMPANY ADDRESS Box 66 Ce2-t eay.iiie Nasz 02632 Street' Town or city stag LIP COMPANY TELEPHONE ( 508 ). 775 - 3338 FAX ( 508 b90 - 1578 CERTIFICATION STATEMENT I certify that• I have personally. .Inspected the sewage disposa'l system at I address and that the information repotted is true, accurate, and omplete as of the time of The, inspection was performed and any recommendations regarding upgrade , , maintenance , and repair are consistent with my training and . experience in the proper function and maintenance of on-:- site sewage disposal systems . Check one: •_ XXX System PASSED The inspection which I have conducted has not found any information which indicates that, the system fails to adequately. protect public health or the enviro:�imen,t as defined in 310 CMR,. 15. 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED* The inspection which I have cont ted has found that 'the system fails to protect the jiublic, health and - the environment in accordance with .Title 5 , 310 -CMR 15 . 30.3 , and as specifically noted on PART C - FAILURE CRITERIA of this inspecti fo Inspector Signature Date Ycopyofthis certification must -be provided 'to the QWNER, the BUYER re applioeble ) and the BOARD OF HEALTII. * If the -inspection FAILED, the owner or operator shall u pgrade,`the system. within o'ne year of the date of the , inspection, unless 'allow;ed or required otherwise' as provided in 3.;10 CHR 15 . 305 . Town of Barnstable p THE Tp� Regulatory Services MRNSTABLE, Thomas F. Geiler,Director 9$A '� r Public Health .Division TED�q A Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts,Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation s and interpretations contained within this report. In addition,by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual - number of bedrooms approved at a particular property would-be listed on the"Disposal - Work Construction Permit'. If you should have any questions regarding this report,please contact the certified Septic System Inspector who conducted the inspection. 4 ..r.� 7 'Fee No. THE COMMONWEALTH OF MASSACHUSETTS 3 , PUBLIC HEALTH DIVISION -TOW OF BARNSTABLE., MASSACHUSETTS 2pplicatton for �Dtgogal 6potem Conotruction Permit Application is hereby made for a Permit to Construct( )or Repair( V)an On-site Sewage Disposal System at: Location Address or Lot No. 3)3 Owner's Name,Address and Tel.No. Assessor's Map/Parcel �v�__tv1Y" P Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A0rA?Ga11s C10110Lv-1 7 ZL Type of Building: Dwelling No.of Bedrooms v Garbage Grinder Other Type of Building ,� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //0 gallons per day. Calculated daily flow gallons. Plan Date // i u Number of sheets f Revision Date Title Description of Soil Nature of Repairs or Alt ef ations An w r when applicable)✓ l�'�j�r i � 9��i G ✓ter �✓1e A//t7'i 47 �/� GPiIG ,/aG 9✓!2 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 Certifi- cate of Compliance has been issued b "oarHea ✓� � Signed Date Application Approved by Date Application Disapproved for t followtng reasons Permit No. ®� 1_7 Date Issued f—` Nei Fee �l�a THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSAC USETTS 010 icationlor M,igaal *pgtem Con!6truction Permit Application is hereby made for a Permit to Construct( )or Repair( Vl�n On-site Sewage Disposal System at: Location Address or Lot No. `3��.3 �(7 r� , e 6� Owner's Name,Address and Tel.No. Assessor's Map/Parcel v✓ r��f" Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. for�Go�i G®hs�`; 1 . Type of Building: Dwelling No.of Bedrooms Garbage Grinder V42 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //a gallons per day. Calculated daily flow ;3r,3 2 gallons. Plan Date /4/l Number of sheets Revision Date Title Description of Soil Nature of Repairs or Alterations Answer when applicable)XA AZ 44 Date last inspected: ` Agreement: k 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 Certifi- cate of Compliance has been issued b this.•oard of)Health. Signed Date y Application Approved by Date Application Disapproved for t - follo 'ng reasons � -� r Permit No.T�� 7 Date Issued r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS • f Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced(/ron by Installer _�- at G° has been constructed in accordance with a provisions of Ti e 5 and the for Disposal System Construction Pe t No. y dated Date Inspector , THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYS- TEM WILL FUNCTION SATISFACTORY. No. _ '��� _ ——————— —.---------— _®7 t�"'©6�.--Fee ILifi THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS I=igpogar *pgtem Congtruction Permit Permission is hereby granted to to construct( )repair(/an On-site Sewage System located at No.# 7/3 ���� e,, S' 7" Street and as described in the above Application for Disposal System Construction Permit. / _ 7� Na. - Date The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. , All construction must be completed within three years of the date below. Date: Approved by Board of Health 4` j • I i #'E ry 4 r CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PLR11 IT (WITHOUT UESIGNEU PLANS) hereby certify that the application for disposal works construction permit signed by me dated ���`� , concerning the property located at J/ � � meetlt all of the p Y a following criteria: /There arc no wetlands within 300 feel of the proposed septic system �hr ,r no private wells within 1So rest orproposed septic system Tcc� c p �he observed gronndwater table is 14 rcet or greater below the bottom of the leaching racility T cre is no Increase in flow and/or change in use proposed There are no variances requested or.needed. SIGNED. l �G LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan or the proposed system. Also it the licensed installer posesses it cettilied plot plan; this plan should be submitted). J 7�s ud„v,,7 33��„��'Y.`.{t,''��lva �+�s S,' F- t���a1,2,.���r'�?'s � .h ��y n �• �f.k�"s` is r€ �,, 'N _ _r''`' 'eta w, zl:'+� x €�. 1 S.'q',s5 a°z i'k.•�r' ��+ ' AZ yt'•` .s,i'R","n. -'- 7 b, ft k�` `i a»' t " .:.�; }, e .rs .k f..,xF a '" ax r ,G.^a. �rA _ �`��� �.., su , � �r-..�,°'�` '�-;.a t•�'"*.f�':w.�.:,y��' .._Sr � "�u,r a� �.l�_ Y.^e,e�,•kf.. �' t •�S"'y'..,rn d ),'.k r c - 4 'v* - .s Y [ " $•'"=*e G: �.z 2.` i ... ie n ":t„} ,,tis- �.i•`• _. .'�' �1 x r`'i, *.. �* '� :fi�,n�x' x.: ::. s `"'si x•4 .�, „'`nv. .,y.'.' .r. ` r'w t -_i' xb'sue s.S�•,,.. r;} "s �k.*h a s# 'i,,.ch T n'F„ _ �v. 3• ,v5`'ar�'.+ ,s }t'_. --1t. ,v n•sf.._.' fa ." f�, .. :, f .�: . ax�, .�" ' is� � fir ' ' t��' .� �"�r � � •a. ,� yti..-fr s �.rY�:." r�.�`p is #... -z +t�3i i .ma;: r { �..,x.,�...�. .a w�; ,e, ,•s� as '.}�r�a,s,� �_„¢�,.�+ ..�', ..:�a` .. >�'a t��._ ^�''+ �"<r�x, ., ... 1 ,.... �'�' M F.. ,,. .. _ �'� _ �;'sue.. OWN OF BARNSTABLE LOCATION e 6 r SEWAGE # �� 7.7 VILLAGE .1i4e ASSESSOR'S MAP & LOT O013-04/6 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I000 ?? LEACHING FACILITY: (type) rUQ at FFL4-'SCXt?- (size�, .k-Z8 / NO.OF BEDROOMS% BUILDER OR OWNER PERMIT DATE: A/40 _COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility r 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 b � 1 Y r 071 j%3 A-4 1 r I �1 ,I 7/6/95 r DATE:—---------- PROPERTY ADDRESS:----3.13-Bridg®.-..S•t•reet--- ! Ostervi_lle1Mass_ 02655 --------- - ------------------------ 1 On the above date, I inspected the septic system at the above address. 4 This system consists of the following: 1 . 1 -19-09--gallon septic tank. �. i 2. 1 -distribution box. I 3 . 3- 8`"V flow diffussors packed in stone. Based on my Inspection, I certify the following conditions: 1 . This is a title five septic system. ( 78 Code ) 2. The septic system is in proper working order at the present time. RECOMMENDATIONS ! I . Septic tank should be pumped. 2. All Household septic tanks should be pumped every 3 years. i SIGNATURE: Name: J_P P.Macomber jr.' J ; COm arl ------ ------------ AMacomber JSonInc 0 11 P 7• 1 12 d d r e s s:_Bax-6.6-------------- fe fro - Centerv_i11e,-Ma,*a,_Q2-632 JUL 1 1 1995 Phone: 508^775_33 �_______ tur cc m THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR A'R`RYNTY- ' r JOSEPH P. MACOMBER & SON, INC].ks-Cesspools-Leachflelds Pumped & Installed Town Sewer Connections P.O. Box 66 Centerville, MA 02632-0066 775.3338 775.6412 a. I 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION .FORM Address of property 313 Bridge Street Osterville Owner' s name Joanne Jenkins Date of Inspection 715/95 PART A CHECKLIST Check if the following have been done: Pumping information was requested of the owner, occupant, and Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. V As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back—up. The site was inspected for signs of breakout., All system components, excluding the SAS , have been located on the _Z site. The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the SAS on the site has been determined based on existing information or approximated by non-intrusive methods. The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance ,of SSDS. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION FLOW CONDITIONS If residential number of bedrooms number of current residents D garbage grinder, yes or no' laundry connected to system, yes or no seasonal use, 'yes or no If nonresidential, calculated flow: g,i= aq,a o6 67po Water meter readings, if available.�y eis- t-7, oe e p® Last date of occupancy GENERAL INFORMATION in � Pump ecords and s9urce of information: } System pumped as part of inspection, yes or no if yes, volume pumped Reason for pumping: a T �Gt_ tQ 0' i�vSd,eGTb� Tyne-of system Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) ' Other (explain) Approximate age 'of all, c:omponents. Date installed, if known. S.ource of information:�����.A�� ivis Sewage odors detected when arriving at the site, yes or no -. .i` 9 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SEPTIC TANK: /060 (locate on site plan) depth below grade: material of construction: Ll concrete metal FRP other(explain) dimensions: tl • sludge depth distance from top of sludge to bottom of outlet tee or baffle scum thickness distance from top of scum to top of outlet tee or baffle _ distance from bottom of scum to bottom of outlet tee or baffle Comments : (recommendation, for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence f�leaka �eQo endations fo rep a ' etc. ) 4S en rivZZ DISTRIBUTION BOX: (locate on site plan) depth of liquid level above outlet invert Comments: (note if level and distribution is equal , evidence of solids carryover, ev ' derfie of leakage 'Into or out o box, recomm ndation for repairs, etc. ) LIP PUMP CHAMBER: ' (locate on site plan) pumps in working order, yes or no Comments: (note condition of pump chamber, condition of pumps and appurtenances, . recommendations for maintenance or repairs, etc. ) 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SOIL ABSORPTION SYSTEM (SAS) : Ye5 (locate on site plan , 'if possible ; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type. �y / /I leaching pits and number pcC1 Qt * ` ac,5O65, 16't '✓dP leaching chambers and number leaching galleries and number leaching trenches, number, length leaching fields, number, dimensions overflow cesspool , number Comments: (note condition of soil , signs of hydraulic failure, level of ponding, condit ' o`n of v�eta , recommen�dati ns or maintenance or repairs,etc. ) r hM CESSPOOLS (locate on site plan) : number and configuration depth-top of liquid to inlet invert depth of solids layer depth of scum layer dimensions of cesspool materials of construction indication of groundwater inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) PRIVY: (locate on site plan) materials of construction dimensions depth of solids Comments: (note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs; etc. ) . it SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION •FORM PART B SYSTEM INFORMATION continued SKETCH OF SEWAGE L=SPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100 ' low) LUr;'T�Q - f> 7� J —�'j ------ --- - r i _- T-- 7 k i �7 DEPTH TO GROUNDWATER i depth to groundwater m thod of determination or ap roximatio : j Y • r 41 PVC 1 / z 1�}isr �►W, 3-4'ac -J�.,D� r� �,s 98 ��C: 6oT1 o M 6-L.. 8,4' - - r-- 94 4. w Cam, Fv NPI' ,SC:ALE AlJ3v��o waT�c-¢T� 8 O . �Lc--\/ATC o N S SA OF 5- o '•• M GD5AM9 A V o►v N.G.V; ,• i USQZVCD I.�ATe� ll�O . . + . ao�MA � WATIL ADS�S'TMIc�T S w 2>9WCt.I No �R-134GC •-D�tP4 sA-.l. �E12•\��►ELF p�.,oT � �� LAIC-y FLoW z Il:o. k'3 330.6 P.D. I� 5ci3nc Tr.�K:= 3-50 IS07o 47s G.P. D• D 15 Fb S A L 1r1 l_-L�: : '( :/o'+t 30•. V F�/► A t�l SE1V k..l 1.1 S €b, s.�'.X 2,. ... .fir i(D G. F? L7. ScA t� 13 40, IJ c�/, 1990 S3oTfo►y t Pt. .:3 a s•. P�a�,-TttZ ¢ AYE. -1 G: ' '- - RrcCGIST��D- tA�i�-swZ�iT�oR s To AC_. L7 t'l-(Z. C LA-riaK] .RATE `v LAF"5S 711AQ Mu 1, pM1NGM FY 7E(A7 ` H C:. 12�0 ST&� G Q K.bpkTi o U b N C�12k o ry C'om P L.\�.S w ni -t TH�t s�}i e-vAi e r�1�7 SI_T13AC1C. �- V Q,IC.M�TS OF 7HIE IOYVA.) OF R rJS7/�C L;,: :AIQ)t� IS. 1.Q CATC-,-o -i'N E R_o ob ` HIS PLAN 1S IJoT 3F1ZE� Ohl A;1V .I►J S�j�MC�J s�cl R 71-It oFFsETs' st-�ow+v ll)oV• I�1��j p { 5f}ovLD Il9d'T �� vSE 'TD �E(tQ}�11�1E .. . . R�G1s CAUL ( ;C*(Lr . . LoT' C.1NE S. +ftA t. ! SULLIVAN �4 �. %//• 6 0 t ILI VIA 1 `v/ONAL fit' Y.r . t L6 q(o. ..►► ' . I i qS i cr Lif xrsnN6 • 28� - � -�• :�: � t�CING- r - }fir aRD , . . ro:Jo = a 4KTEA ► ..I 1. 4 1 �� f AAJ all f 6� Rtm ovw i • r - ` ; + - - � :� new. n t - : . .:._ . _. --- � E ice,6 u' .v.� : . . •_ .-�1 � _ �� - -7-Ir- r'1 M Po eu7'. :�AE'AG F 13 . ' ��. . 12 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C FAILURE CRITERIA Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of determination in all instances. If "not determined" , explain why not) _MO Backup of sewage into facility? V(1 Discharge or ponding of effluent to the surface. of the ground or surface waters? Avo Static liquid level in the distribution box above outlet invert? 60 Le Liquid depth. in cesspool <6" below invert or available volume< 1/2 day flow? Required pumping 4 times or more in the last year? number of times pumped rj/e- M Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? ) Is any portion of the SAS, cesspool or privy: below the high groundwater elevation? AV within 50 feet of a surface water? Alb within 100 feet of a surface water supply or tributary to a surface water supply? within a Zone I of a public well? within 50 feet of a bordering vegetated wetland or salt marsh- (cesspools and .privies only, not the SAS) ? within 50 feet of a private water supply well? less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? If the well 1 has been analyzed to be acceptable, attach copy of well water anal% ) . for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. ..—�.•:..T..TL'T�1CT L.�.�...��TT'wCi'TT:�II:2lYi.'T.T�'..�^.{ni�if:�LS�AR��2T:.. �:3.T�.�•ita�.:L.�.y TOWN OF Barnstable BOARD OF HEALTH ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D - • CERTI FICATION I �:rsra.�et L::ranzrta.riR�rnc:rrrs+cs�ar�s�a-a:ava.+r:r:r.::ac3arz.rc3a-1��.nr:assr¢x�.=rzz=r=r=r.+��rr.:r...ssr:srs.•:.—.rr=.r_::r..r^s-a:J -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRUS °'313 Bridge Street Osterville ASSESSORS MAP, BLOCK AND PARCEL #93-46 OWNER' s NAME Joanne Jenkins PART D - CERTIFICATION NAME OF INSPECTOR J P Macomber Jr COMPANY NAME J.P.Macomber & Son Inc. COMPANY ADDRESS Box 66 Centerville Mass . 02632-0066 Street Town or City State ZIP COMPANY TELEPHONE (508 775 - 3338 FAX ( 508 ) 790 - 1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposa-1 system at this address and that the information reported is true , accurate , and complete as of the time of inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one : Yes System PASSED The inspection which. I have conducted has not found any information which indicates that, the system fails to adequately protect public health or the environment as defined in 310 CMR 15 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED* The inspection whichI have conducted has found that the system fails to protect the public health and the environment in accordance with Title 5 , 310 CMR 15 . 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature Iliza d- ., Date495_`_ . One copy of this ce tification must be pro � ( where applicable ) and the BOARD OF HEALTIIvided to the OWNER, the BUYER * If the inspection FAILED, the owner or operator shall upgrade the system within one year of the date of the inspection, unless allowed or required otherwise as provided in 3.10 CMR 15 . 305 . Partd.doa Water Conservation SAVE Tips . . . ME! p CHECK FOR LEAKS Water Loss in Gallons Due to Leaks Leak this Loss Per Day Loss Per Month Size 120 3,600 300 10,800 • 693 20,790 • 1,200 36,000 1,920 57,600 3,096 92,880 ® 4,296 128,980 ® 6,640 199,200 6,984 200,520 8,424 252,720 91888 296,640 11,324 339,720 12,720 381,600 14,952 448.560 Ccmmonwecrrn of mclssccnuseus Executive Office of EnvironmenTcl Afftrs Department of Environmentai Protection Water Pollution Control Tecnniccl Assistance and Training Sections WUU&m F.Weld C,o..wror Trudy Cole Soavwy.EOEA Thomas&Powers k"Cormrrrorw 06/12/95 ATTN: Joseph P. Macomber, Jr. Joseph Macomber and Son PO Box 66 Centerville, MA 02632- ear Joseph P. Macomber, Jr. , I am pleased to inform you that you have attended training, met the experience qualifications, and have passed the Title 5 System Inspector exam, pursuant to 310 CMR 15.340 . The passing grade for the exam was 39/52 or 75%. This is an official notification that you are a Certified Department of Environmental Protection System Inspector pursuant to 310 CMR 15.340. You will receive a System Inspector certificate at a later date. If you have any futher questions, please write to me at the following address: Kimball Simpson D.E.P. Training Center 50 Route 20 Millbury, MA 01527 Thank you very much for your time and consideration in this matter. t Sincerely, Kimball T. Simpson, DEP Training Center Director (2405) Routs20 9 Millbury, MA 016V • FAX 50&755-92S3 • Telephone 508-756-7281 M AP -A (,;, .......... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH !..O`u tid..-........._.....0 F. A:2S C� ....._............................... Applira#iou for llhipos al Works Tnntrnriinn ramit UP C-Ce 'Pe low') Application is hereby made for a Permit to Construct ( ) or Repair ( ) an, Individual Sewage Disposal System at ............ ........... ............. I-•------------- ••-• ..........- Loc tion-Address or Lot No. ................ - ......................................... ..........------------------•-------.--... .... .... ... caner Address nstaller Address d Type of Building Size Lot---L__9 AC-__..S U Dwelling—No. of Bedrooms..........3...............................Expansion Attic 40) Garbage Grinder (40) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures -----•-------------------------------------------------------------------------•-----•..----------•-••-------------••--•----------•---------....----•- W Design Flow..............5 5____._.__.._....____..gallons per person per day. Total daily flow____...__3 .....................gallons. 9 Septic Tank—Liquid capacity..1440_gallons Length.6_--6.. _ t Diameter.... --'...... Depth... I-.e,L` Disposal Trench—No..........!........... Width.....0........... Total Length.._.0.......... Total leaching area.....&D.......sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area_.................sq. ft. Z Other Distribution box Dosing tank (9 ) 1 / Percolation Test Results Performed by._...Pb x_ _ `!G__4_��_...•................. Date....}�[-W�9 .......... Test Pit No. 1..4......minutes per inch Depth of Test Pit.....0........_... Depth to ground water-----A ........ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -•••------------•----------------------------------------------------------------------------------............................................... Descriptionof Soil.......... �. �x -------- � � ac �......................................................................................................................................0 6 �7 r W -----------•-- --------------------------------------------------------------------------•--------•------•----•------.........------•----••-••--•. --••-•--------.-.-••--•------------------------•----- UNature of Repairs or Alterations—Answer when applicable...__........................................................................................... •-----------------------------------------------•-------------------------------------......--------------------------------------------------------------------------------------...--•--..........---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has issued by the bo rd of health Signed ---- jG ✓/��� s yK - -' �v� �-j-- -- Dare Application Approved BY C�r --2..�� �•1=Mte — Application Disapproved for the following reasons: . .........................'- '----. .....--' ----..---...........-- --......-------"----' --''-'-- -----....... ................Da[e....................... PermitNo. .......--"-" .. ... . ................................. Issued -------------.....-----------....----------------------------------- Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..._..i u......... OF.... . .....3...{�.t t.... . Appliraation for Disposal Works Tomitrnrtiun ramit UP Gce4-06 k) Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at ........... ............ t 9f 1: ................ ........ �5 L/... A a✓ ..i.............. .................{ ........ Loc lion-Address or Lot No. ..........•.... _._ ............................................. ......................................................... ... .. caner .--••Address W ................................................ •............._......._........_..._... ........_............ Installer ess Type No. of Bedrooms.......:.. ..............................Ex Expansion Attic SizerLot_.Garbage Grinder ku) d yP g g P ) g Other—T e of Building No. of persons............................ Showers > Cafeteria Q' Other fixtures ............................ . W Design Flow.................. gallons per person per day. Total daily flow__•_.__.. . -..._....._.........._gallons. P; Septic Tank—Liquid capacity__V'=4�?.gallons Length.�.�_:&.... Width.. .".�.�?.. Diameter__' -----__- Depth.-_ _: P Disposal Trench—No..................... Width.....!.Q.......... Total Length___>......... Total leaching area----?.?D.......sq. ft. Seepage.Pit No-_------------------ Diameter-------------------- Depth below inlet.................... Total leaching area........_.........sq. ft. Z Other Distribution box (',`) Dosing�nk (ki y t ~' Percolation Test Results Performed by...... �"_ _#��t.t=.�.*�_�..................•.. Date___-!' ?/ ':.�..�'�......_... aTest Pit No. 1...4 Z......minutes per inch Depth of Test Pit.....0............ Depth to ground water.....1.0.r.._.....__. Gzt Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water_--_•__-___.___-.._____- a £� ---------- ••.•. .. Description Of Sotl id ' ! C+�*`t U Svc t C. x `� � rC l = I f.1 6 ' ••-- ........................................ -----'!•-•�11�---`*--------`-`--h--`°�-�-i-- -------- --------------- W •----•-•-•------------------•--------------•-----••-----------•---•••••--••••---•-•••-•-••-•----••-•---••-•---•-•••--•-----------•---••-••--•-------•-•----••••---•-----•-••-•......••-•-•--••-•-•••---- UNature of Repairs or Alterations—Answer when applicable._.............................................................•-----•--__..•___--.---:------•-. ------------------------=---•----...----------------•-••••-•---•--••---•••-•-••••--•...................•--------•--•-•----•--•--••----•----•--•---•••-•-•••-••-•----••---•-••--•---•_....__.......••••-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System. in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b t}issued by the bo rd of healt Signed .... - . r�... ' ....................................... .... ......... . ........... Date Application Approved By ------------ -----� ,)------------------------------------------Z------------------- --------14_�=Da Application Disapproved for the following reasons- -- ------------------------------------------- ------t-...... -- ... -- ..........------......... ....................... ------- - --------------------- ----- -- -------- -------...---..............----............------..-----.-- ... -- --............--.......---------------- -------------- ---------------------------------------- Date PermitNo. ...... ................... ....... ... ................. Issued .-- .--............-------- . --.......-- ...........--- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH C't r ----------------- OF ..........IE 'L................................................. C.extifirttte of CZumytian.ce THIS 1 TO RTIF=Thhe Individual Sewage Disposal System constructed ( ) or Repaired (,< -by. ............... ...--- -------.------------------------------ -------------------...-......----------------------------- -. Installer at ............3-r---�--------- --------57,................................. .. C�- ------- .............. .. ............... . ................ has been installed in accordance with the provisions of TITLE of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ................ dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....................................................... ................... ... ............... .. Inspector ----......... -- ----------------.......-----------------------------...------.---- -- THE COMMONWEALTH OF MASSACHUSETTS BOARD . OF HEALTH < b .......................... _ . No................ ...... FE . .................. Disposal Morkii �nnntr ilan anti# Permission is hereby granted--•-••w � �' '- ------ G? ..............................................................7.................... to Construct ( ) or Re air (' ) an Individual Sewage Disposal S stem atNo............�../..2�-.......r� ---..1 ,... +?stree -•--------•------------•----------------------------------------•-- Street as shown on the application for Disposal Works Construction Permit No - Board of Health DATE............................................................................... FORM 1255 HOBB�.& WARREN. INC.. PUBLISHERS / f I `sc:',, , _. :. t"}-<i..'<!t', % ;_l.,.t , t- 7- }'--v;.. .:,}:,F: .,• ', d--{. 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FOR PMNNNG EXISTING LEACHING 4-HI: FACILITY AREA - PAYED DRIVE B-BALLHOOP •/ - Z. 10� EXISTING 1q 2? \ '-rJ' GRAVEL AREA GARAGE co \ { PLOT PLAN SHOWING PROPOSED ADDITIONS AND DECK AT 313 BRIDGE STREET OSTERVILLE PREPARED FOR off 508-362-4541 - fG. 508 362-9880 ALAN J. DALBY �► down cape engineering, //7 c. L SEPTEMBER 1 a,.zoos ACIVIL ENGINEERS Scoie:I"=20' V LAND SURVEYORS 4� 0 IO 20 30 a0 50 FEET 939 Main Street — YARMOL/THPORT, MASS. DATE, DANIEL A. OJALA, PE.'PLS 07-173 - - A. _ — PROJECT NO.: 05-2007 1/2 ANCHOR BOLTS 1/2'ANCHOR BOLT5 AT 4'-0'OC ,\ - AT 4•-O-OC— REVISIONS: APPROXIMATE ----- --- FINISH GRADE - -. _ - APPROXIMATE - FIN151'I GRADE H S L POURED PROJECT TEAM: I_ 10' CONC FOUNDATION WALL a - a w/2 Rows ss connnuous RE-BAR ARCHITECT 47 MAIN STREET-UNIT 3 }t D BACKFILL FOUNDATION WALL-W/SELECT TER G.BROWN FILL IN B'COMPACTED LAYERS m ARMOUTHPORT.MA 02675 IF' j; 362-3450 BACKFILL FOUNDATION WAL W/SELECT _ w I FILL IN B•COMPACTED LAY RS _ - m ' } 10'POURED CONIC FOUNDATON WALL �' : STRUCTURAL ENG - 1 LAN W. (ONES i W/3 ROWS u5 CONTINUOUS RE-BAR ARLETON DRIVE I AND EXTERIOR DAMPPROOFI G \\ ANDWICH } 4•CONC S-AB W/10/10 6X \\ ASSACHUSETTS 02663 WELDED WIRE MESH REINFO CING - - \\ \l l-2'CONIC MUD SLAB 6 MIL POLYETHYLENE VAPORBARRIER } 6 MIL POLYETHYLENE VAPOR BARRIER ONTRACTOR 2'RIGID INSULATION ARRY ELLIS,BUILDER 4 I 484 C CATHAM HATH STREET K)UTA•'6 RLL COMPACTED S'_f ABELECT H 12•COMPACTED SELECT 1 E TS 02659 FirFILL UNDER SLAB \ 12'X24'FOOTING W/KEYWAY _ LINE OF NEW OAB 92 2 93F51 T 1 NOTE:SEE FIRST FLOOR PLAN } "' s To REST ON UNDISTURBED EARTH ' 1 d _ DECKS ABOVE } •—�- .1 FOR PROVISIONS FOR EXISTING \ - }` -�--� SEPTIC SYSTEM UNDER DECK - `�' TYPICAL SECTION �12'X24'FOOTING W/KEYWAY ' NEW CRAWL SPACE TO REST ON UNDISTURBED EARTH _ FOUNDATION WALL TYPICAL SECTION - NEW FOUNDATION WALL 1 I I A^1 X16 BLOCK VFJ'ITS-TYPICAL ALL CRAWL SPACES r 1 'f - -1-- 24''BIGFOOT'FOOTINGS - la FOR➢fEW lJECKS-TYPICAL - LOCATE COLUMNS IN FIELD —� j7 ___-_.I.._ r-_- 3 X-^�d`yy - 1YI IS /2' 7:-0. 1'5 1/2' ,,,me.µ NEW 2X•6 FIRST FLOOR s��}} - JOISTS®16'OC I.; • I` , I . ------------ CRAW I! I r I,. I L I I r 1 SPACE r o Ir I I EXISTI G I OIL T 5AWCUT OPENING - I I IN EXISTING CONIC I I I ! BLOCK WALL EXISTING BASEMENT - `Allik L� NEW 3 1/2'ROUND LALLY COLUMN _ I- I NEW BASEMENT Y—' W/STANDARD CAP AND BASE I Iq•I PLATES-LOCATE UNDER NEW POSTS I ti Kiel I ABOVE-BEAR ON 2'-O'X2'-O'X12'CONC G� I NEW.3?1 3/4'.14' DO y 4 PADS-SAW CUT EXISTING SLAB TO ! I LVL4! T ABOVE-1 f I1 INSTALL NEW FOOTINGS - - - I BEAR POCKET '; ` A I __-- --�__-- �_--- �, FILLcoaeslncMu • A-4 I I __ _ _. li W.�GROUT UNDER - � • I FILL GORES IN CMU p. EXISTING CRAWL SPACE / nE4/BEAM BEARING C^ - W/GROUT UNDER. O _NEW BEAM BEARING _. HWH .: I -EXISTING FOUNDATIO ^ peel W I I \� \\ EXISTING WOOD GIRT - WALL TO BE I BOILER j AND LALLY.COLUMNS My I DEMOLISHED I 1 (J i } - \� _'� i II11� AIR CONDITIONING I e - EXIST OIL SUPPLY\� ! PIPE TO BE BURIED I 1 1 IN EXIST SLAB- - WALLS EXISTING GTO REMAINDIOn aU O'POURED CON AVOID NEW d 1 i ZUNGATICN WAL FOOTING �g py F I I M O .. I MAIN PANEL • ✓� - I I - - W IRRIGATION ACCES 1 PANELS STAMP V I _-_-_�-__ ALARM - -� L ------- ---- ---- J. ' �Bl CRAWLBASEMENTWINDOWSI ` SPACE3/4•DOWELS 4T TYPICAL ht _--_-__J I AT III OC VERTICAL - - Yin I_ I EPDXY GROUT TO EXISTING B _ I - ! AT ALL JOINTS BETWEEN TITLE -- ------------- J NEW AND OLD FOUNDATION. - WALLS BASEMENT AND NEW FIRST FLOOR JOISTS NEW ADDITION:,d'{y - �_ FOUNDATION TO BE 2X6®46'OC - PLAN DATE 24''BIGFoor 24 NOVEMBER 07 POST FOOTINGS BASEMENT PLAN: NEW ADDITION: PGewn BY: I SCALE: LEGEND: AS NOTED EXISTING WALLS TO REMAIN: - DRAWING NO.: EXISTING WALLS TO BE REMOVED: NEW WALLS: ' .. CONSTRUCTION SIFT: 21 NOVLDiBER 2007 NOTE LAY OUT ALL FOUNDATIONS IN FIELD _ / FOR APPROVAL BY THE ARCHITECT PRIOR TO - 1)I J,I i`lh 11. 7 ,�, M A Il 2008 1_lY� POURING CONCRETE. - • 1\ 10111)• l Y PROJECT NO.:- 05-2007 REVISIONS: r' - New AD&rnon:9'-0' PROJECT TEAM: 2X12 RAFTERS'WITH • _ A PITCHED CEILING ARCHITECT AND RIDGE VENT • PETER G.BROWN 947 MAIN STREET-UNIT 3 ARMCUTHPORT•MA 02675 08-362-3450 A-6 APPROXIMATE LOCATION OF STRUCTURAL ENG EXISTING SEPTIC TANK-PRO VIDE -' N T JOKES / ACCESS PANELS FORE STING - ANDWICH DRIVE / EXISTING MANHOLES NDWICH 455ACHU54 3 02559 ONTRACTOR ARRY ELLIS,BUILDER ._ii '` ... .. 4 ATH4 CHM STREET OUr H THA _. _ DHATHAM EMOLISH EX15TING PORCH 5 SHOWN ASSACHUSET75 02659 ..._ I .I! .I.. NEW DECK PROVIDE TEMPORARY SUPPORT FOR 32-2393 EXISTING SECOND FLOOR DECI-RE1 LD - -- DECK AS NECCESSARY AND SLPPORT ON 12' 1.5 /2' T-O' 1'5 4/2' ROOM- i _ .._. _ _ NEW DININGOM ROOF STRUCTURE -_- I NEW DECK = a UNT R _ .. 2-2%8 PLUS 1/2'CD HANGING HEADER OVER OPENING Q MUD DINING o ROOM Adlk • _ - __ - _ -- - _ -----gib;.��� ---- - ! r SINK 2-1 3/4'X9 1/4'LVL - _Jy Lam.-.�..1 - / \\ 3 1 3/4'X11 7/B'LVL EXISTING CONDENSERS, HEADER OVER SLIDER ---- -----ON 4X9-POST5-BL-fJEIE--- TO/BF MOVEQ . - - BRE�'KFAST • _ COOK - SINK DW ---'--S LA -To—EX15T-W60EY-' -- - - —+ 4.1 I:,I TOP KITCHEN i ! SILL BELOW _ `1i1 102 I WEATHER RECORDING nDc4roR5 I DG LAUNDR A I� THIS WALL TO 9E GUEST ROOM NOT I 1 f'. I REFRI INSULATED WITH 3' I ;� MA FIBERGLA5 SOUNDT. T- �• _ 1 - .. ATTENUATION BAIS �B \1� I WAS�I-I FRI 0 119 r 1 3-1 3/4'X16'LVL GIRTABUVE NEW 4X6 POSTS UNDER x 1 h- ,� i� v - I EXTEND TO 4X6 POST IN GIRTS ABOVE-TO REST STAIR )- ON EXIST GIRT BELOW NEW 4X6 PO5T5 GABLE END WALL 104 - _ _ EXIST SIL�LBELOW BEARVYG W4L✓5EE NOTE 1 �` 2-1 9/4'X16`LYL .I. FLUSH FRAMED --_- - --- HALL I� s 2'6'X6'B'POCKS CASEWORK .9 dX6'8' 111 ICE FIRF_PLAGE 3-1 3/4'X16'LVL SUROUND BEAM ABOVE- - 'm - �. ON THESE TWO WALL5 PROVIDE - TV CABINET W/PULL-OUT PANTRY I SEE DETAILS` FLUSH FR4MC K _ �I ROTATING SHELF-REVIEW �, INTO HEADER W/ T 1X6 DIAGONAL BRACING LET INTO 107 2 TV SIZE WITH OWNER I MICRO LIVING SPIPSOM HHU ' R OUTSIDE FACE OF STUDS FROM I � SINKT_i SK i 109 HANGER s ID V, W SILL TO PLATE-GLUEAND NAIL L� WOOD CASED° GREAT OOM DISH IW SHEATHING TO STUDS LATE HEARTH WA TYPICALBEAMS- GAS FIREPLACE W/ 148 II I - F'I �- -C4:'nLEVERED SURROUND I n ` I OFFICE GLOS BATH',I 116 - 1 414 BUILD OUT WALL TO CABINET WITH •� - I sl I - ACCOMODATE GRAND mom! SHELVING ABOVE I• 2-1'6'X6'8• /'-� FATHERS CLOCK z 0 0 - AW T Iwo EN fRY RELOCATED CONDENSERS I 1 1pB 2-1 9/4'X9 1 4' LVL HEAD R _ - I ti y 7 b 1 P mw l C STAMP 1 NEW ADDITION:44-0' CENTERLINE . OF DOOR - EXISTING HOUSE RENOVATED EXISTING HOUSE TO REMAIN i SEE NOTE NO 4 ON DRAWING A-4 SEE NOTE NO 5 ON DRAWING A-4 TITLE NEW ADDITION:9'-O' FIRST FLOOR 2'!2 RAFTERS WITH PLAN _ A PITCHED CEILING AND RIDGE VENT �.�I!' CENTER ADDITION norea: RATE FIRST FLOOR PLAN: ON ZND FLOOR ' PROVIDE NEW TELEPHONE SERVICE OF TWO 21 NOVEMBER O DORMERS VOICE LINES AND ONE FAX LINE. 2)W/ROWNER/ARCHITECTI NEW CY GENERATOR. L LOCATION,CONSULT AND DRAWN BY: LEGEND - AND SOUND CONTROL ISSUES. PGB 3)PARTITIONS SHOWN THUS: -- EXISTING PARTITIONS TO REMAIN: SHALL HAVE SOUND ATTENUATION INSULATION AND SCALE: DETAILING. EXISTING PARTITIONS TO BE REMOVED: _ _ 4/4'=T-0" Lx NEW PARTITIONS: - DRAWING NO.: NOTE:SEE ROOM.FINISH SCHEDULE ON DWG A-3." NOTE NO 1% CONSTRUCTION SET: 21 NOV EMBER 2007 `- - BEARING WALL AT PANTRY TO BE 2X6 STU +1�1 DS ) \ A MARCH i* /y() PROVIDE 3-2X8 HEADER OVER POCKET DOOR. It WISED: 14.11 MARCH 2001� - ROOM FINISH SCHEDULE PROJECT NO.: — 05-2007 No. ROOM NAME FLOOR MATERIAL BASE WALLS CEILING NOTES I - - REVISIONS: 101 BREAKFAST OAK 1X6/#8455 CAP VP PANTED VP PAINTED WAINSCOT H CROWN MOULD • 102 KITCHEN OAK 1X6/#8455 CAP VP PAINTED VP PAINTED WAINSCOT I CROWN MOULD - - 1O9 MUD ROOM CER TILE 1X6/#8455 CAP VP PANTED VP PAINTED 1O4 STAIR OAK TREADS 1X6/#8455 CAP VP PANTED VP PAINTED WAINSCOT s CROWN MOULD - PROJECT TEAM: DININGWAN 5C0 a CROWN M LD OAK 1X6/#6455 CAP VP PAINTED VP PAINTED INSULATE WEST WALL - ARCHITECT 105 D 106 GREAT ROOM OAK 14 6/#8455 CAP VP PAINTED VP PAINTED WAINSCOTS CROWN MOULD PETER G.BROWN PANTRY RESILIENT , 47 MAIN STREETiMTf 3 107 1%6/#8-055 CAP VP PAINTED VP PAINTED - ARMOUTHPORT,MA 02675 OAK ENTRY 106 1%6/#6455 CAP VP PANTED VP PANTED WAINSCOT E CROWN MOULD 08-362-3450 409 LIVING OAK 1X6/#8455 CAP VP PAINTED VP PAINTED WAINSCOT s CROWN MOULD STRUCTURAL ENG 140 LAV CER TILE 1X6/#6455 CAP VP PAINTED VP PAINTED CROWN MOULD ALAN W.JONES 111- HALL OAK 1X6/#8455 CAP VP PAINTED RLETON DRIVE VP PAINTED GROWN MOULD � • SANDWICH 112 LAUNDRY RESILIENT FLOORING 1X6/#8455 CAP VP PAINTED VP PAINTED PROVIDE'GYP-CRETE'OR _ - ASSACHUSE=5 02563 EQUAL UNDERLAYMENT. 08-880-3154 • 113 GUEST ROOM NO 1 EXIST TO PAINT EXIST PAINT EXIST PANT EXIST REMAIN 114 BATH EXIST TO PAINT EXIST PAINT EXIST PAINT EXIST - . ARRYTELLIS.BUILDER REMAIN 415 CLOS EXIST TO H CHATHAM STREET REMAIN PAINT EXIST PAINT EXIST PANT EXIST - AS5ACHUSETTS 02659 8-432-2393 116 OFFICE CARPET 1X6/#8455 CAP VP PAINTED VP PAINTED CROWN MOULD - •` 201 MASTER BR CARPET-- 1)(6/#8455 CAP VP PAINTED VP PAINTED - - 202 CLOSET CARPET 1X6/#8455 CAP VP PAINTED VP PAINTED 203 MASTER BATH CER TILE 1X6/98455 CAP VP PANTED VP PAINTED CERAMIC TILE WAINSCOT - SEE INT ELEVATIONS ' 204 BATH NO 2 CER TILE 1X6/#8455 CAP VP PAINTED VP PAINTED CERAMIC TILE WAINSCOT - - - - SEE INT ELEVATIONS 205 STAIR _OAK TREADS 1X6/#g455 CAP VP PANTED VP PAINTED - WAINSCOT E CROWN MOULD REBUILD EXISTING DECK AFTER - BEDROOM#2 NEW ROOF IS CONSTRUCTED. r ` 206 EXISTING OAK 1X6/#8455 CAP VP PAINTED VP PAINTED REFINISH EXISTING FLOOR - r,- EXISTING UPPER ROOF DECK - "I AND STAIR TO REMAIN. Auk 207 BATH#3 EXIST TO REMAIN PAINT EXIST PANT EXIST PAINT EXIST - J I r-NEW FULLY ADHERED SINGLE SHEET _ ,aw ROOF OVER 3/4•'COX OVER TAPERED 2pg BEDROOM#9 EXIST TO PAINT EXIST PANT EXIST PAINT EXIST - , ` REMAIN 2X10 OVER AND INSULATION. ' 208 EXIST T BEDROOM#4 REMAIN O PAINT EXIST PAINT EXIST PAINT EXIST - _ lqw r t - - NEW FULLY ADHERED SINGLE SHEET MATERIAL NOTES: - ROOF OVER 3/4"CDX OVER TAPERED 2%10 JOISTS AND INSULATION. pow PA 1)OAK FLOORING SHALL BE 3 1/4' WIDE,FIELD FINISHED TO MATCH SIMFSON, , r^ 'GUNSTOCK' FINISH. - v 2) INTERIOR DOOR AND WINDOW CASINGS SHALL BE 4 1/2''WINDSOR'. /� .__.., ., ... - .. _ 1 .-- - .. ... _ I� - 3)CROWN MOULDING SHALL BE 4 1/4' HAMILTON', MILLED BY SHEPLEY WOOD. ,._.__._.. ^ 4) WAINSCOT SHALL BE SPECIALLY MILLED 1X6 BEADBOARD,WITH CAP. SEE I MILLWORK DETAILS ON DRAWINGS. - I 4w w4w 5)INTERIOR DOORS SHALL BE BY SHEPLEY WOOD,1 3/4' THICK, PINE TO PAINT.. MASTER BEDRO M 201 -- G4 S25SE m yr 1 L N NEEDED,—�H { IF NEW FA ROOM 15 NEEDED, O .3 I BEDROOM N PITCHED I¢ILING WITH :0 202 G(' f -- - -- CONSTRUCT AS SHOWN.PRONG w CASED C¢I-LAR TIES—, _ # __ _- THERMAL AND ACOUSTICAL I r - - INSULATION. — I OB r STAIR • I I 205 HIGH WINDOW ' OVER BED pI BA /G w \` v BEDROOM NO 2 _aooM NO H Low A �` rsn ` I BATH I`-� MASTER NO 2 I i^ ✓ •�.. r 0UM1 T Ir.•DRAWERS J- �, I EATF•I BOOK SHELVES A ' I! AND CAAIINET$ / - 204 - EACH SIDE O / NOT 203 SEE/ No 1 _ FAN ROOM BEDROOM NO 4 STAMP el ;I I' - --------------- '' - U--- - - - --- 1 --- - - - - --- -_ _ -- -I --- - - - --------------__. t"----- - - ._ ... ..__ - TITLE NEW ADDITION;14'-CY - SECOND FLOOR PLAN J DATE 21 NOVEMBER 07 DRAWN BY: PGB NOTES: SCALE: ~ SECOND FLOOR PLAN: " 9 REVISE PARTITIONS AND RELOCATE'-0' - ' M BATH NO.2.I O AAND RELOCATE A 3'-O' 114°-T-O" DEEP SHOWER. DRAWING NO.: ' . LEr'.END: EXISTING PARTITIONS TO REMAIN, Q Ile�9® EXISTING PARTITIONS TO BE REMOVED: ---__-- '(.4 'NST11UCTIOIT SET: 2t NOVE` BEli 200 NEW PARTITIONS - REVISED: 14 HARCH 2001; - PROJECT NO.: 05-2007 NOTES: REVISIONS: 1)WINDOWS SHALL BE ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG,WINDOWS AND SHALL BE COMPLETE WITH ALL II!I it it HARO'WARE AND SCREENS.WINDOWS SHALL HAVE SIMULATED'TRUE DIVIDED LITE'MUNTMS,AND SHALL HAVE INTERIORS 1 i;.I it 1: FACTORY FINISHED In WHITE CONTRACTOR SHALL VERIFY SIZE OF SECOND FLOOR DORMER WINDOWS In FIELD PRIOR TO ORDERING. 2)FRONT ENTRANCE SHALL BE NO 4230,NENTIA II'BY SIMPSON,WITH NO 4235 SIDE'_ITES.FIR TO PAINT. . PROJECT TEAM: 3)REAR ENTRANCE AND LAUNDRY ROOM DOORS SHALL BE NO F7944 BY SIMPSON FIR TO PAINT.DOORS SHALL BE ,. /.('.-�. �\ ARCHITECT 3'O'x6'8'X4 3/4'. .::'j .. PETER G.BR 4)THE EXISTING HOUSE TO BE RENOVATED SHALL HAVE ALL SHINGLES REMOVED AND REPLACED WITH RCR WHITE CEDAR 1 STREET-UN T SHINGLES W/5'EXPOSURE.SHINGLES SHALL BE PRE-DIPPED WITH CABOT'S SOLID STAIN TO MATCH EXISTING.AND FINISH -- -- -- - - --- AR 902-3450 ,MA! COATED IN THE FIELD.THE ROOF SHINGLES SHALL BE REMOVED AND REPLACED WITH'ARCHITECT'TYPE SHINGLES CT`Y2 1 _ TO MATCH EXISTING CONTINUOUS RIDGE VENT TRUCTURAL ENG 5)THE EXISTING HOUSE TO REMAINSHALL HAVE THE EXISTING SHINGLE 5 FINISH COATED(WITH SOLID STAIN TO MATCH I -251 23'f 1 LAN W.JONES THE NEW SHINGLES.ROOF SHINGLES SHALL REMAIN,WINDOWS SHALL REMAIN,NEW PAINT. 'I: _ pRLETON DINE SHINGLES-Y EXPSURE— r: SANDWICH O 6)THE ENTIRE HOUSE SHALL BE PAINTED,PRIMER AND TWO FIN15H COATS : 1 ASSpGHU5ETT5 02563 7)SHUTTERS SHALL BE'MANCHESTER'SERIES,BY ATLANTIC SHUTTERS S'V5TEM5.COMPLETE WITH A CENTER RAIL NEW TRIM TO MATCH EXISTING l 'I , �T� 6ilu>0 _ OB-BBB-3'1.54 ALL HARDWARE. • % f J � ONTRACTO conrmuous 0 r P,f N�n L SEC FLOOR FINISH E EV HARRY EH HA BUILDER RIDGE VENT 484 CHATHAM STREET I ... _ .. .._._ _ _...... _ ../ I , - I yj IW rT T I _ 2F4 I, zB4$ 46x6 I � :�. - _ •. _ _ CANTILEVERED SURROUND -J :1 FOR GAS FIREPLACE. FIRS FLOOR FINISH ELEV Aii _ I CEDAR DECK RAILING r 1 W/SOLID STAIN-SEE DETAILS i._- -._ _.. 4 - 0 NEW BASEMENT SLAB ELEV: - yI ^ PER EAST ELEVATION: SEE NOTE NO 5 SEE NOTE NO 4 4fw WEATHER RECORDING _ x - - EOVIPMENT.FURNISHED Ida, ✓` BY OWNER-INSTAILED -BY CONTRACTOR e EXISTING ROOF DECK 11 .: I� ' AND STAIR TO REMAIN PAINT ENTIRE ASSEMBLY Z op FWG I 6060 1 l R It AFTER NEW FLAT ROOF - ROOF IS CONSTRUCTED .• --r i i� I _ II j' \ REBNLD EXISTING DECK I q If 11 4 . _.; _ --_ -. - .. - _ STAMP TO MATCH EXISTING I II SECOND FLOOFNISHEEI V F. FLEX-FRAME FWH _ -4- TW' ono elo � � o00 I � HA I 29614 CUSTOM 29614 U/ ! W I I 'tt 12046 FWG6 BL AL AR 852 ® I 4 1 i t I I i� 1.�_� t TITLE I EAST ff SOUTH _—_ I I I _.\ I i( l it FIRST FLOOR FINISH ELEV E V T10NS DATE it 1 21 NOVEMBER 07 I II DRAWN BY: PGB SCALE: - - - - -- 1/4° 1'_ _ ' -' •--. NEW BASEMENT SLAB ELEV. O" --- � nRAwmc no.: EXISTING HOUSE NEW ADDITION`. I SOUTH ELEVATION: I CONSTRUCTION SIIM 21 NOVEMBER 2007 NOTE:REAR DECK NOT SHOWN FOR CLARITY. () SEE FLOOR PLAN, AND PARTIAL EAST ELEVATION. REVISED: 14 MARCH 20OII # UP rjAI JAI .e �nY 613 tv tPill l 0 3. . s,yN fr p.. / 6,t . '�� I ate �,/nB �� ,� � • V� F'Np ff I 1p CAPAco / I Ho'Le �'G• 1Z, r fryJii� Z ► y 13q-TLR:�! rUYE,hc. i►/ ri ,�� Ql ro I _---- =� PY� 0 3_q-',c8'rlt,, INV. t �rtv, J�5'�oo p to.0 9 4- 4 Dc hlo, �,135E12VIU �y(LourjS) W • o N� P> Lv MAA Ild '�3 330 SIP, p, 4910 40, L F,� aIA 86 S� �� �►-TCCL- � � w�LVC`�v2 GwR >s Z pp M p,SS 51 F7. 4 3 Pry P. Ulf✓ o-( 3�tEI� Show 1R-'T1F1j • �`� � wrrnl Tf�� .sl�� p 1� Cc�M P y n Tt( "'(� 0 16�I�i�1�` Au b S p>✓Tt VA� � •-ors � ���� r JSAC3 p11�t5 \5 GA"�' I.O ` •I I�4_ e N ' ( v'`4u(L- r ---- I PROLECT NO. 8d8 ,I • I ' d i e � BRIDGE S`rREET �' I }.► --- .� ---------- ro --- c " Q? � s I W I t � +. t - ii m s's e:ffir I. I I § 000 7 a mm I � •� eecr �T-1n— I i . I i asu.*mwn'�aoucwr;aon I. I I I I ' / I ✓'Ir ,\ \ z6 n sa>oo� ,/ I I I pops •I - r� �M� _ write co�oma.. snn9E + I I _ L•y Ay W PE MW xx_, ,,,X X X X--' ----------- — I \ C 202.13' J i \ IF S17E Rl AN: HOTS 1 a 11 THIS PLATY IS DIAGRAMATIC ONLY. IT SHOWS THE GENERAL SCOPE OF THE SEVERAL CONTRACTS. 1 THERE WILL BE SEPARATE CONTRACTS FOR BUILDING CONSTRUCTION,SWIMMING- POOL CONSTRUCTION, AND THE FURNISHING AND INSTALLATION OF CABINETS. THE VARIOUS CONTRACTORS WILL BE REQUIRED TO COLLABORATE AND COORDINATE THEIR WORK.ISSUES SUCH AS ACESS. STAGING AREA AND THE tl LIKE WILL BE ARRANGED TO ACCOMODATE ALL PARTIES. 21 THE BUILDING CONSTRUCTION CONTRACT INCLUDES THE NEW GARAGE.THE COVERED WALKWAY TO THE EXISTING HOUSE, THE POOL HOUSE RENOVATIONS,AND THE RE-ROOFING OF THE EX15TING HOUSE. ~ p SITE WORK SHALL INCLUDE CLEARING AND GRUBBING, EXCAVTION AND BACKFILL AND BRING THE GRADES UP TO ROUGH GRADES FOR FINISHING BY THE LANDSCAPING,CONTRACTOR - -O 31 THE BUILDING ,CONSTRUCTION CONTRACTOR SHALL INCLUDE IN H15 BID SALLOWANCES FOR THE FOLLOWING: w i 4 PLUMBING FIXTURES �� 4 ELECTRICAL FIXTURES PCB s TILE HARDWARE FOR DOO $ pow � SHALL E F THE G DELIVERED TO THE JOB. THE CONTRACTOR ALLOWANCES B OR COST OF THE ITEMS THE AL 10 - H V • INCLUDE IN IS BID THE INSTALLATION THEREOF. SHALL w) i f DRAWING NO.: 1 iJ I i ................ PROJECT NO: 05-2007 1/2•..ANCHOR%BOLTS 1/2'ANCHOR BOLTS AT 4'=0-,OC - AT 4'-C7 oc � REVISIONS: APPROXIMATE APPROXIMATE FINISH GRADE. FINISH GRADE—, 52. .ILAuj .• 11I� (IIIII=�IIIII=iIIIII _ - (III=iII I—uI 10-POURED CONC FOUNDATION WALL PROJECT TEAM: J W W/2 ROWS tt5 CONTINUOUS RE-BAR ARCHITECT 3 F FILL L FOUNDATION WALL 0'COMPACTED LAYERS/SELECT TER G.BROWN 7 MAN STRRT,MAR 9 0 �, A8-362-HPORT,MA 02676 J B-S62-9450 BACKFILL FOUNDATION WAL W/SELECT m FILL IN B'COMPACTED LAYERS b ` S CONTRACTOR 10•POURED CONIC FOUNDATON WALL "v Cwo P GLOVER EUILDNG W/3 ROWS C5 CONTINUOUS RE-BAR _ - _ 1 ROUTE 449 ARSTONS MILLS AND-EXTERIOR DAMPPROOFI G ASS4CHUSETT a 4'CONC SLAB W/10/10 6X - S 02648 962 9450 WELDED WIRE MESH REINFORCING 2'GONC MUD SLAB 1� 6 MIL POLYETHYLENE VAPORBARRIER 6 MIL POLYETHYLENE VAPOR BARRIER 12'COMPACTED SELECT 2'RIGID INSULATION FILL UNDER SLAB IT COMPACTED SELECT FILL UNDER SLAB _ 12'%24'FOOTING W/KEYWAY - { TO REST ON UNDISTURBED EARTH TYPICAL SEC710N B� .n 14 _ 12'X24'FOOTING W/KEYWAY _ NEW CRAWL SPACE TO REST ON UNDISTURBED EARTH WALL - - -- _ 1 _ rE3 B fl rfl f�IDAT101`I L ----------- --------- L--------- --------- - ------- \ ------ r TYPICAL SEC7101`f A-1Ali NEW_/ FOUNDATION OI ND/,TION WALL/ALI - X16 BLOCK VIE -TYPICAL 1.1 W L! Fi 11 W/ l� :.LL CRAWL SPACES r 7 I v 24''BIGFOOT'FOOTINGS r -FOR NEW DECKS-TYPICAL LOCATE COLUMNS IN FIELD I TI _ _ _ - r ____ _-_______�\ NEW 2X8 FIRST FLOOR ! `� \� ' JOISTS®16.OC I !` Ank MA1 FEW am I 1• I j CRAWL' ! SPACEAii Q man (------------------ I :_-7-- I ` i-------------- � I ~ --- I V/-- « OIL T NK 1 j 1 CI�I SAWCUT OPENING .r IN EXISTING CONC I BLOCK WALL is EXISTING BASEMENT + j ! NEW S 1/2'ROUND LfALLY COLUMN NEW BASEMENT ! W/STANDARD CAP AND BASE PLATES-LOCATE UNDER.NEW'POSTS ! I !I1 ABOVE-BEAR ON 2'-O'X2'-O'X12'.CONC - .. ! I NEWLLSt S/4'e14' DO 4 III PADS-SAW CUT EXISTING SLAB TO L LVL6lR ABOVE 1 1 II INS ALL NEW FOOTINGS ^p^^�� F BE4ti11 OGKET co _�- FILL CORE S M C M U W/GROUT UNDER EXISTING CRAWL SPACE FILL CORES R1 MU NEW BEAM BEARING - I W/GROUT UNDER IEW BEAM BEARING HWH I 's E%!STNG FOUNDATIO EXISTING WC:OD GIRT f d. I WALL TO BE \ �� BOILER I AND LALLY COLUMNS A ! DEMOLISHED \'\ �� - FJ li EXIST OIL SUPPLY`� AIR CONDITIONING PIFE TO BE BURIED\ EXISTING FOLNDATIOtt M EXIST SLAB- \` WALLS TO REMAIN = I I 10'POURED GONG AVOID HEW R� G I I FOUNDATION WALL FOOTING n ® F MAIN PANEL ' I it IRRIGATION A CCESS W I ALARM PANEL ' ' 1 --1--- III� II it STAMP —� t 1 L ------- ---- - --- - I I CRAWL I I 8 I SPACE ! ' BASEMENT WIND-OWS j 3/4'DOWELS 4T - TYPICAL J I AT 16.OC VERTICAL - in - - _--- EPDXY GROUT TO EXISTING 1 AT ALL JOINTS BETWEEN TITLE NEW AND OLD FOUNDATION W4LL5 BASEMENT AND I NEW FIRST FLOOR JOISTS - FOUNDATION NEW ADDITION:14'•0' TO BE 2X8®15.OG PLAN �- �., DATE - 10 SEPT 2001._ 24'51GF007 _ j I POST FOOTINGS . DRAWN BY: BASEMENT PLAN: NEW ADDR ON:9'-0' PGB SCALE: LEGEND: AS NOTED EXISTING WALLS TO REMAIN: ____ __ DRAWING NO.: EXISTING WALLS TO BE REMOVED: ------- NEW WALLS: Aml PROJECT NO.: 05-2007 REVISIONS: . NEW ADDITION:9'-0' - - PROJECT TEAM: w - - 2X12 RAFTERS WITH A PITCHED CEILING ARCHITECT AND RIDGE VENT - ETER G.BROWN 7 MAIN STREET-UNIT 3 T ARMOUTHPORT.MA 02675- - S 2-3450 ONTRACTOR r A-6 GLOVER BUILDING 1`74 ROUTE 1 . I. ASHS MILLS AS8ACACHU5ETT5 02640 962-9450 —'DEMOLISH EXISTING PORCH 5 SHOWN ` I NEW DECK NEW DECK ?ROVIDE TEMPORARY SUPPORT FOR w _-- =ECK G SECOND FLOOR.D SUPPORT O NECK AS G ROOM AI,S SUPPORT On NEW AS ROOM ROOF STRUCTUREUNTI ER I �-2-2XB PLUS 1/2'CDX S[`{ ..: - .. .., ... .. ... I HANGING .. HEADER OVER OPENING. . ��' !j MUD DINING — 103 3b s; ' -- a — ---- -- HEADER OVER SLIDER II > -- ? :L�--�r !I 51HK`�DW Y �, •�\' // -�3-4 3/4•%11 7/B'LYL I -ED"4X6�O5T5-BL-0EIt-- BRE d ICFAST COOK 11 —————sOL-ID-TIO-�x s F --- 401 IF TOP KITCHEN _ = 11 SILL BELOW __ SINK d LAUNDR L L' r - �+ THIS WALL TO.BE. / I� III 112 GUEST ROOM NO 1 ,W E.. c REFRI III - ! VE ___ — _ INSULATED WITH.9• i\ _ Q —_ _ - FIBERGLAS SOUND 10 P—�11 M5 L J - N _ ATTENUATION BATTS m6 '-`, / YIASFI EFRI 3- 9/4'X16'LVL GIRTABOVE - r NEW 4X6 POSTS UNDER - y S 11' EXTEND TO 4X6 POST IN GIRTS ABOVE-TO REST y STAIR NEW 4X6 POST _ GABLE END WALL - IRT 104 BLOCK SOLID TOO ____ - + XIST _ —— _ _ _ _—__ __ USH FRAMED — - - BEAROINGEWALLGSEE nOTE 9� — _ _ __ ^..2'6'%6'5'POGK __ __—__ ___EXIST SILL BELOW_ .II / LV . + - - - - CASEWORK 30'X6B tjF� X16' I 3 L mm ICE FIREPLACE 31 3/4%16 LVL HALL it ^^ 111 II I�.� s Rol BEAM ABOVE- ON THESE TWO WALLS PROVIDE TV CABINET W/PULL-OUT I.I - _ PANTRY — 5EE DETAILS FLUSH FRAME � r, r 1X6 DIAGONAL BRACING LET INTO ROTATIHG.SHELF-REVIEW I 107I I INTO HEADER W/ ^ I --� ��� � OUTSIDE FACE OF STUDS FROM TV SIZE WITH OWNER II MICRO SINK -- LIVING. 'HANG 'M HHU =__= T ICI' �/ q� Li SILL TO PLATE-GLUEAND NAIL ' .. 1„� ,� HANGER - • GREAT G'' mDISH SLATE HEARTH WOOD CASED IWi ^ I GAS FIREPLACE W/ 106 I I!!- _ .WAS BEAMS-TYPICAL ° — . p j ,. ..•::. V , t SHEATHING TO STUDS + CANTILEVERED SURROUND I ---_ a •r O:—FIDE .,�- - CLOT ®ATH. ,- - L / I / __ ____ ------ W CABINET WITH SHELVING ABOVE- 2-1'6716'B' j/ IUC A , - ENTRY,_ oo _ - . - 103 L HEADER i'X9 4/d '®a o� w STAMP - - NEW ADDITION:14'-0' EXISTING HOUSE RENOVATED EXISTING HOUSE TO REMAIN _ NEW ADDITION o'-O' SEE NOTE'NO 4 ON DRAWING 4-4 - EE NOTE NO 5 ON DRAWING A-4 CEILING _ - - - TITHE - " AND RIDGE VENT - - - ' � FIRST FLOOR PLAN DATE I F1RS7 FLOOR PLAN: IC) SEPT 2007 DRAWN BY: LEGEND: - PGB EXISTING PARTITIONS TO REMAIN: '- SCALE: EXISTING PARTITIONS TO BE REMOVED _ __ NEW PARTITIONS ! DRAWING NO.: NOTE:SEE ROOM FINISH SCHEDULE ON DWG A-3. NOTE NO 1:. BEARING WALL AT PANTRY TO BE 2X6 STUDS ' PROVIDE 3-2X6 HEADER OVER POCKET DOOR. E - - ROOM FINISH SCHEDULE PROJECT no.: 05-2007 No. ROOM NAME FLOOR MATERIAL BASE WALLS CEILING NOTES REVISIONS: 1. 401 BREAKFAST OAK - 1X6/a8455 CAP VP PAINTED VP PAINTED WAINSCOT E CROWN MOULD „ 102 KITCHEN OAK 1X6/.B455 CAP VP PAINTED VP PAINTED WAINSCOT E CROWN MOULD 103 MUD ROOM CER TILE 1X6/s5455 CAP VP PAINTED 'vP PAINTED - ~ 104 STAIR OAK TREADS 1X6/aB455 CAP VP PAINTED VP PAINTED WAINSCOT E CROWN MOULD PROJECT TEAIII, 105 DINING WA NSCO E CROWN OULD OAK 1%6/a6455 CAP VP PAINTED PAINTED INSULATE WEST WALL RCHITECT 106 GREAT ROOM OAK 1%6/a0e55 G P VP PAINTED VP PAINTED WAIN.SCOTE CROWN MOULD " TER G.BROWN <' T MAIN EF.STRT-tMff.!9 107 PANTRY RESILIENT ARMOUTHHPORT,MA 02676 1%6/aB4S5 CAP VP PANTED VP PANTED 106 ENTRY OAK 1X6/46455 CAP VP PANTED VP PAINTED WAINSCOT E CROWN MOULD. 109 LIVING OAK 1X6/aB455 CAP VP PAINTED VP PAINTED 'WAINSCOT E.CROWN MOULD ONTP,ACTOIR 110 LAV .'CER GAP VP PAINTED VP PAINTED CROWN MOULD TILE - GLOVER BUILDING i 1%6/aB4S5 1 ROUTE;149 F i. 111 HALL OAK 1%6/cB455 CAP VP PANTED VP PAINTED CROWN MOULD ARSTOHS HILLS I. ASSAC4U3EI1 027 112 LAUNDRY CER TILE 1X6/a8455 CAP VP PANTED VP PAINTED - - 962-3450 :� 113 GUEST ROOM NO 1 EXIST TO PAINT EXIST PANT EXIST PAINT EXIST " - REMAIN 414 BATH EXIST TO PAINT EXIST PAINT EXIST PAINT EXIST REMAN 415 CL05 EXEiT TO PAINT EXIST PAINT EXIST PANT EXIST ' REMAN I �J 146 OFFICE I OAK IX5/a54S5 CAP VP PAINTED VP PANTED I CROWN MOULD V 201 MASTER BR CER TILE 1%6/a84S5 CAP VP PAINTED VP PAINTED 202 CLOSET OAK 1X6/454 5 CAP VP PAINTED VP PAINTED 209 MASTER BATH CER TILE 1X6/aB455-CAP VP PAINTED 'vP POINTED CERAMIC TILE WAINSCOT- ... INT VgTIONS SEE ELE 20- BATH NO 2 CER TILE 1X6/a6455 CAP VP PANTED VP PAINTED CERAMIC TILE WAINSCOT SEE INT ELEVATIONS _ - 205 STAIR OAK TREADS 1X5/a6455 CAP VP PAINTED VP PANTED WAINSCOT r—REBUILD EXIS"::NG DECK ON ITS ORIGINAL FOOTPRINT A--TER NEW ROOF 15 206 BEDROOM a 2 OAK 1X6/a0455 CAP VP PAINTED VP PAINTED AO 9TRUC TO REMAIN,EXISTING ROOF DECK 207 BATH a 3 EXLSr TO ppNT EXIST PANT EXIST PAINT EXIST 'll REMAIN NEW FULLY AIHERED SINGLE SHEET 208 BEDROOM a 3 EXIST TO I ROOF OVER-/4••CDX OVER TAPERED REMAIN PAINT EXIST PAINT EXIST I PAINT EXIST - I i 2%10 JOISTS c.ND INSULATION. =_%IST TO PAINT EXIST PAINT EXIST PAINT EX15T _------ ------ I '* 20B BEDROOM a 4 REMAIN 1 —�I MATERIAL NOTES: 1) OAK FLOORING SHALL BE 3 1/4' BY SIMPSON, 'GUNSTOCK' FINISH. 2}INTERIOR DOOR AND WINDOW CASINGS SHALL BE 4 1/2'°WINDSOR°. 3)CROWN MOULDING SHALL BE 4 1/4''HAMILTON°, MILLED BY SHEPLEY WOOD. I i: ! 1 i I - 'aw 4) WAINSCOT SHALL BE SPECIALLY MILLED 1X6 BEADBOARD, WITH CAP. SEE I ----- '' MILLWORK DETAILS ON DRAWINGS. - --- -- - - --- _ -- ii--- f' 5) INTERIOR DOORS SHALL BE BY SHEPLEY WOOD, 1 3/4" THICK, PINE TO PAINT. mmAlsk I I CEO' '.. —, it ! R A L MASTER BE ROOM ° r CLOSE I - `° 201 AIR HANDLING UNIT- - •t—PIT CHED Q1EILING WITH 1 I I - p. 202 BEDROOM NO 3 E CASED CQLLAR TIES ' f _---- REMOVABLE FINISHED 0B T L• , j. J i i 2.6•x69• STAIR PLYWOOD PANEL " ~ (� HIGH WINDOW I - 205 2'6'%6'B' \�• - Aftk OVERBED - i ------ m_.�..� __ r - BEDROOM NO 2 \ /, sc-a _--------�--- - -1�y a I I' 206 BA H �''{I NO F r B< • I� I 1 !I I I jiii� ��,' XI � k„ I J / \\ 207 Iki MASTER \� n BATH ' BNLT N DR4VYERS '•I BATH PON NO 2 - I. \ IJ AND CA.INET!.I i I il` ) ! 203 204 ❑ ( BEDROOM NO 4209 STAMP TITLE SECOND NEW ADDITION:1e,_o. J FLOOR PLAN Ir DATE 40 SEPT 2007, DRA�i'Pt BY: PGB!? SECOND FLOOR PLAN: DRAWING NO.: LEGEND: i• EXISTING PARTITIONS TO REMAIN. EXISTING PARTITIONS TO BE REMOVED: NEW PARTITIONS: �'s?3' j - A,- aruaG�'IVV.: 05-2007 REVISIONS: I _ I PROJECT TEAM: P CHITF-CT ETER G.BROWN - - 7 MAIN STREET-UNIT S ; 4RMOUTHPORT,MA 02675 . 6-362-3450 ONTRACTOR . • GLOVER BUILDING j . I ROUTE 449 I. " ARSTONS MILS ACHUSETTS 02648 f - 362-3480 . I Q SEE.NOTE NO 4 - - SEE NOTE 1-10 5 III. I I �Ii I. fill III I�j II I II, II '4 I,II��fI;jlllll; [ 1 TW B / —\ an � 2P$2; 2 32 ! ^ - pow I. SECOND FLOOR FINISH ELEV; �� p!I �¶�� V( I •A ;.'e�y � I 60 ~ vt �. _.I..: ..LL '�1 i i � '®I�� I--;II--� I ! k -Y�I� Ir^'_ ���, ;':� 8� �I,�il�—�_ I I-1� I _ '�� I = �I ✓` �-] L'e . I.FIRST FLOOR FINISH ELEV: t!-1 i' I--L✓ -1-_� _tom L--- I E L----- POW i a` ^0 A� .-+ re STAMP ly NEW BASEMENT SLAB ELEV: r— -_— --- _--_-__- -_-_ -_____- _____________ - I ' ---=-------- ---- NORTH EILEVA710N: i NOTES: NEW ADDITION I EXISTING HOUSE. - 'i)WINDOWS E P�_ - SHALL BE ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG.WINDOWS AND SHALL BE GOMPLET=_'./ITN ALL TITLE HARD WARE.AND SCREENS.WINDOWS SHALL HAVE SIMULATED'TRUE DIVIDED _II MUNTINS,AND SHALL HAVE INTERIORS FACTORY FINISHED IN WHITE CONTRACTOR SHALL VERIFY SIZE OF SECOND FLOOR DORMER WINDOWS NORTH IN FELC PRIOR TO ORDERING. ELEVATIONS 21 FRONT=NTRANCE SHALL BE NO 4230.'VENTIA II'BY SIMPSON.WITH NO 4235 SIDELITE5.FIR TO PAINT. 3)REAR.ENTRANCE AND LAUNDRY ROOM DOORS SHALL BE NO F7944 BY SIMPSON,FIR TO PAINT.DOORS SHALL BE DATE 10 SEPT 2007 - 4)THE E%I:TIHG HOUSE TO BE RENOVATED SHALL HAVE ALL SHINGLES REMOVED AND REPLACED WITH RER WHITE CEDAR SHINGLES W/5'EXPOSURE,SHINGLES SHALL BE PRE-DIPPED WITH CAB075 SOLID STAIN TO MATCH EXISTING.AND FINISH DRAWN BY: COATED IN THE FIELD:THE ROOF SHINGLES SHALL BE REMOVED AND REPLACED WITH'ARCHITECT,TYPE SHINGLES TO MAT._H EXISTING. PGB ! 5)THE EXI:.TING HOUSE TO REMAIN SHALL HAVE THE EXISTING SHINGLES FINISH COATED IWITH SOLID STAIN TO MATCH SCALE: THE NE'v/SHINGLES.ROOF SHINGLES SHALL REMAIN,WINDOWS SHALL REMAIN,NEW PAINT. 6)THE EN-,.RE HOUSE-SHALL BE opINTED,PRIMER AND TWO FINISH COATS. 7)SHUTTERS SHALL BE'MANCHESTER'SERIFS,BY ATLANTIC SHUTTERS SYSTEMS,COMPLETE WITH A CENTER RAIL DRAWING NO.: I ALL HARDWARE, 8)THE TW-+10 WINDOWS ON THE NORTH ELEVATION SHALL BE 8/8. K ' I 0 PROJECT NO.: 05-2007 . ili� llly . REVISIONS: II PROJECT TEAM: S Y . • .-' .. II E�F�J-/.I,��L'1!-'.iJ. i I(•-'/'_- /����_I.. %I^�Be�i �I�L�IB�III I I�J\!I!I iI,I\��I \I-_ �..I�III\--'j�_\R OOF I.I S I'w1 �1� I!- I 'I-i�-�-I.II-I!'a�II�LI!1 I--'�-1!�WI!! ...I'II S P;�I'IHI II!�!:IIU.NI.(�/II j.II i I Fi!F-3 Iij%!IIII-'Ii�I•I II RIiI!4jI�I IM I1 1 E�!II I II'II:,I�II I ulAFIi'!i�,�IR l�.I/� I� .� '. �I! -rI- — l- -_ _- .. _- - �.�C� fafII\�� IaT��7 i- AE,. 1! C dlT BROWIyir,N 7 MAIN STET- a - o�urFN l S RMUTHPORT.MA 026 78 STOM 96 CONTINUOUS RIDGE VENT O`fRACTOR GLOVER BUILDING WHITE CEDAR GLES-5'EXPOSURE ' ROUTE 449 TONS MILLS NEW TRM 70 MATCH EXISTING ASSACHUSETTS 02648 SOS-362-3450 CormyyL IIyyNT - SECOND FLOOR FINISH ELEV: RIDGEVEN FT T4 T Ll iy! FIRST FLOOR FINISH ELEV: CEDAR DECK ROILING W/SOLID STAIN-SEE DETAILS NEW BASEMENT SLAB ELEV: EAST ELHVA71ON: L----------------------------------------- SEE NOTE NO SEE NOTE NO 4 ON DRAWNG A-4 ON DRAWING A-4 Ai I� DECKEXISTING ROOF AND STAIR TO REMAIN PAINT ENTI -ASSEMBLY Qp ur w" ImCowYr 606fR i 2 W. OEM L 4FTER NEW FLAT ROOF CONSTRUCTED �" VIREBULD EXISTING DECK TO MATCH EXISTING STAMP F : SECOND�1_00!R 1I ! ILJLLLI TITLE FAST E SOUTH I LLLA ELEVATIONS FRST FLOOR FINISH ELEV:LL ' DATE 40 SEPT 2007 DRAWN BY: - SCALE: 4/4-T-Q NEW BASEMENTSLAB ELEV: -------------------------------------------- DRAWING NO.. -- - --- --- 4 HR EUIT O SOUTH ELEVATION: I �� a EXISTING HOUSE NEW ADDITION 1 MOTE: REAR DECK NOT SHOWN FOR CLARITY. .. SEE FLOOR PLAN.- t �PROJECT NO;:, 05-2007 REVISIONS:: TYPICAL NEW ROOF DETAIL: I • ASPHALT •ARCHITECT° SHINGLE5 PROJECT T'`?AM: TO MATCH EXISTING �- E/a• GDX pEGKIh6-01.UED IARGHITECT!i1' ANp NAILEp TO RAFTERS ' 2X12 RAFTER5 0 1G• OG PPET.M G.BR FST U Y)ET.F;z STREET-LTIR • R-30 KRAFT FACED D^TY INSULATION ARMOUTHPORVMA 02, W/ POLYSTYRENE VENT E+^FECES f �— CONTINUOUS RIDGE VENT 9625450 •1X3 STRAPPING 0 16•OG' • 5/6' VENEER PILA5TER CEILING r-ONTRAG'T1r0R PAINTED GLOVER B<JILDING J 1 ROUTE 449 1MARSTOMS MILKS i MASSACHUSETTS!02646 8,-362-3450 - I' i i I i 2X6 WOOD CASED / u • ji COLLAR TIES 0 4'0'OG - ii, \l 3/4'CDX SUB-FLOOR GLUED BUILT-IN STORAGE UNITS j 1.1 AND NAILED TO JOISTS J IN M45TR BE 2XB FLOOR JOISTS II' - ®12'CC J ,I 2ND FL FIN rs ul r TYPICAL G ICING DETAIL: CROWN MOULDI IG-q 1/q••HAMILTON' ALL. NEW EXISTING TO 1 C: ���� .MATCH EXISTI!YG 3 1 3/4 X 16 LV--GIRT M '� - CASED IN WOOD OM � e 1X3 STRAPPING ® 1(4. OG CONTINUOUS SOFFIT VENTING TYPICAL EXTERIOR WALL: I $/B" GYPSUI"LDOARD-TAPEp AND COMPOUNDED - TYPICAL ALL SOFFITS II L• GROWN MOULDING 0 PERIMETER M'1 I- INTERIOR DOOR AND WINDOW - •2X4 STUDS 0 jr," OG W/ STUD DRIDGING 0 MID-POINT ,i, P, ! -C INSINGS DSO SHALL 9E 4 1/2' � ' t 'WMDSOR'. - •R-13 KRAFT FACED GATT INSULATION _ •E/B•Cl SHEATHING TYPICAL FLOOR DETAIL •E/8°DLUE BOARD 4. VENEER PLASTER 'i 3 1/4'RED OAK FINISH FLOOD GUNS OGK° FINISH i •TYVEK BUILDING WRAP • 3/4 GDX DECKING-T4G-GLUED, i; 04 CEDAR RAILING:' � WHITE CEDAR 5HINGLES$' EXP-PRE-DIPPED AHp NA LED TO JOISTS BASE TO BE 1XP W/ �!Qrl 5x6 POSTS IpV R-17 KRAFT F^GED DATT INSULATION NO0g55 CAP Gr 3%3 HORIZONTA_5 2X0 JOISTS 0 42' OG /� GOHTe1l FL15KNO OVGZ 4X4 !I L 1 Aft 01 MAHOGONY DECKING 1P"1.P_ry(P.R DlJ TP.D TO POUNOP.TION i ' toll +/2'G.1LVP.fOZCO--XF—ISION DOLTS NOW v, Ell "r, ' 3-2X12 PT GIRT � � — i I� _ _157 FL FIN ELEV 7 ate-.L�I�J L�Twya 1%3 a 1X!2 SKIRT \' 1 I 3 1 3/4 X 14 LVL GIRT iL —21,6 SILL SET 4 IN SILL SEALER I � � A —1/2-ANCHOR w A BOLTS®—0-CC +R+ -OO- 1 —!o'CONIC FOUNDATION WALL W/ DEC,0I FOOTINGS 3 SETS tt5 BARS TOP,MIDDLE I c - - 1 AHD BOTTOM .+ 4 —2'RIGID INSULATION W/5/8' STAMP \ GYPSUM BOARD FINISH 1X5 BASE PAINTED - . / 4-CONCRETE SLAB W/WW MESH REINFORCING F AND 6 MIL POLYETHYLENE VAPOR BARRIER 1` `I TURNED UP JOINT BETWEEN SLAB AND WALL BACK-FILL®ALL FOUNDATION'WALLS 2'RIGID Ill ION _ _ _ _ _ `�I � EXIST BASE SLAB ELEV: _' J/ AND 1r UNDER SLABS w/MECHAn1caLLY - —- - - - — —y TITLE COMPACTED SELECT STRUCTURAL FILL - /12'COMPACTED SELECT I, - / FILL UNDER SLAB j _ I SECTION /AL6 4 c ryFW BASS SLAB cLEV' r I t\ a DATE t 40'SEPT 2007 I DRAWN BY:''. FOOTING W/KEYWAT -."-_ '--. _ PZB 4 TO REST ON UNDISTURBED.EARTH 1! SCALE I X1 9'-O I1i; SECTION I DRAWING NOc'.i I I IIIy ilk I''1 f ; , PROJECT NO Ob-2QPC7 REVISITS: j PROJECF TEAM: I:" ` RCHITT I• I i i IPETER G.MbWN 7 MATH STREET-1R9R 9 I 1 I ARMOUT}IPORT,MA OT571 _ 362CONTPA- (� r I G R R.GLOVER BU D"G I 1 i ARSTONS t�9L-LS ". TTB 02648 I: BEDROOM NO 4 t BEDROOM NO 2 BEDROOM NO 3 BA H BATH II i !� NO 2 ❑ BEDROOM NO 5 1 Y l-- ---- -- -- --- �__-- _>--_ __-- EXISTING SECOND FLOOR -PLAN: a :� Asklqw 1..1 rr E� REAR 1t� ENTRY PORCH II I;v I pow �Ig .� REF21G Z A BREAKFAST KITCHEN PARLOR ^� MASTER BEDROOM it I � ; TAMP, t, i .r \ I STUDY 4 EFT I II �� +. j� TITLE EXISTING FIRST DINING ROOM LIVING ROOM I I, AND SECOND 7 FLOOR •PLANS LEI ; h CLOSET BATH \✓ II DATE i'! I, 3 JULY 2007 Ji fle"ll PGB DRAWN BY: SCALE 1 - DRAWING NO.: EXiS71NG FIRST FL.00P PLAN: ' i • jib I i OVERLAY DISTRICT: Estuarine Watershed Overlay District RPOD -..Resourse Protection. Overlay District oY �• g.ssaE " l DESIGN DATA PERMITS VARIANCES: Existing - Board of Health Permit 96-377 - .Local Approval for 15.2.1 1 - ZONE. - F Single Family Blgd Permit For 5 Bedrooms .Setback To Slab on Grade RF -1: 5 Bedrooms@g,110 GPD Required.10 Setback Area (min.) 87,120 (RPOD) 1 s t (} ��� w. No Garbage Grinder . Provided 7.9'With Barrier Fron fo e (min) 20' a Total Daily Flow=550GPD WidthITlln). 125 ,, Proposed: Setbacks. Ft rt� Pt ; , Relocate Bedroom From Front 30' House To Garage : Side 15' Single Family. - + Rear 15' 4 Bedrooms 440 GPD Gar rr age r FLOOD ZONE: �1 ]Bedroom(a�110 GPS IN, • f � � s:qe � : Zone A-13 Elev. 11 No Garbage GrinderSULLIVAN + SL1,t, t IVA community Panel No. Total Daily Flow=550 GPD / - y - TANK SIZE j No. 29733 #250001 0018 D LOCATION MAP: July Z -1992 Existing ► Scale: 1» 2000'f 4 Bedroom tS 16�Q� 440*200*/.=880Gallons � ASSESSORS REF.: 1500 Gallon Tank Complies . -Proposed 2nd Floor Addition to Garage \ _ Map 93, Parcel 46 'l Bedroom(Relocated) - 110*2004Ho=220 Gallons. 1500 Gallon Tank Addition Required LEACHING AREA 5500 GPD/0.74 LTAR =743.2 SF Required ( ) BRIDGE �40 Wide Public Way) Stdewall- a=(130')2'=160SF STREETBou�3aiArea=(10'*30')=300SF � � - � - '.. Provided.-460 SF each; Tot'al,2 x 460 SF=920 SF Provided f 9 0 111.60' . N64'20'50'W R=1020.00. 53.89', c I! W _ W o o vr. . N LOT AREA ® : 9 BITUMINOUS 0.93 ACRES DRIVE WAY I ti co 11 3 w # 313 - oI � '2'STY W/F r)0 M DWELLING Ao t' z FF /y Elev..13-33' O O o 2� 8 LAWN a` 2 PROPOSED SEPTIC TANK 14.0' EXISTING 24.5' GARAGE o BITUMINOUS slab. 7.9 O N DRIVE WAY lev. 11.Js' PROPOSED 2nd FLOOR i ADDITION Pr W ti - PR POSED B RRIER SEPTIC NOTES Ns�42'so.w. 31• L Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours r 84' 9' Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-888-344-7233). 2.The Contractor is Required to Secure Appropriate Pennits From Town Agencies For Construction Defined by This Plan. �. S53.32•SO,E 3.Wherever Sewer Lines Must Goss Water Supply Lines Both Lines Shalt 27.29 N53°32.S0'W f Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to I 16 Assirte Watertightness. In General.Water Lines Shall be Constructed in. Co(rdination With COMM Water,and Shall be in Accordance With 248 CMR 1.00 7.00&310 CMR 15.00. Slob 1 4 A i�'Imimrnn of 9"of Cover is Required for All Components. F.c.EL fo.sot ( F.C.EL 122t MIN. ( ( F.C. EL. 12.5 t (( F.C.EL 12.50t 5.Ali W� tures Buried Tluee Feet or More or Subject S: S to Vehicular Traffic to be H-20 Loading.It is the Engineers slob on Grade Recommendation that H-20 Always be Used. SEE NOTES(SP.) 6.Proposed Watertight Risers Lid Covers to Within 6"of finished Graden. Ft Over Septic Tank Inlets,Outlets and D-Box. EL .20 B.51 See Note 6(t)p.) 7.Septic System to be Installed in Accordance With 310 CMR 15.00& Proposed 248 CMR I.00-7.00 Latest Revision and the Town of Barnstable 1500 Gallon Septic Tank E 8.J5l�, s_, z . Board of Health Regulations. EL,8 Jz 1 $.All Piping to be Sch.40 PVC. Proposed installer o +�s 9.Septic Tank Shall be a 1,500 Gallon,with a D-Box Tieing Into the Existing Flow Y. D-Box corium Prior RawDiff- p € - E ' "_'.y. 3,� �7I, Flow.E uilizers To Any Work - Di£fusers. - - - s equ- . 10.D-Box Shall Have a Mjnitmmn Inside Dimension of 12",and a Minimtmt r s Prodded Sump of 6", 11.The Separation Distance Between the Septic Tank Inlets and.. Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend DEVELOPED PROFILE OF SYSTEM a Minimum of 10".Below the Flow Line.Outlet Tees Shall Extend 14" Below the Flow Line,and Shall be Equiped With Gas Baffles. NOT TO SCALE TITLE: PREPARED BY.: PREPARED FOR: NOTES Site Plan 1.) the property line information shown was Proposed Improvements Sullivan Engineering,Inc. Dolby, Alan J & Siddoll, Gillian compiled from available record information = m P P rW Box r52 313 Bridge Street The At Osterdue, .MA 02655 - .2.)the ground survey performed med in an on V r�r� n }31h3QBridge St. `�1'Za-""f�„28 Osterville, MA 02655 August 2012. LJGLC//SLaAJIG (OsterJille) Mr�SS. - - - : 3.) Leach Field locations are not exact. but - information.has been gathered from existing � Review: PS g g DATE: SCALfi probes and metal detectors. October 3, 2012 1 = 30' project 8:J20021-Dalb PDOLECT r0. EXISTING GUTTER ROOFING \\ AND ALL TRIM TO REMAIN - �\ 6X1O MAIN GIRTS ZK6 RAFTERS AT 16.CC ^ 1X3 TRELLIS MEMBERS �.. / / � e AT 6.OC go NEW MAIN GRTS TO BE LET INTO STUD WALL BETWEEN OPENINGS-PROVIDE 4X6 POST IN EXISTING STUD g WALLS TO SUPPORT GfRT5 FACIA AMC SOFFIT TO REMAIN �. RR J Cpd 4X6 POST CASED W/4/4 AZEK AND AZEK TRIM TOB AND BOTTOM 2 4 p e 3gg9 REMOVE EXISTING OVERHEAD DOORS, r�dRs PROTEST EXISTING STONE WALL 'A'5 TRACKS AND OPERATORS-INSTALL o� L RE-SHINGLE WALL FROM DAMAGE WRUNG GOSTRUCTION 'A'SERIES ANDERSED TRIMATIO DOORS A Ey V .m.m•e.w o..o. AREA WHERE NEW F_XLSTEX EXTERIOR AND TRIM WITH AZEK TRIM EXTERIOR AND SPECIFIED TRIM INTERIOR WINDOW IS INSTALL-151 m r m m�c.c�a SAW CUT AND DEMOLISH EXISTING SECTION FROST BARRER AND APRON I I AGGREGATE CONCRETE POOL 1/2--f-O• 'b =~o �p DECK BY POOL CONTRACTOR MOTE ALL PERGOLA SUPERSTRUCTURE LJ SOUTH ELEVATION: - _ _—, SHALL BE FABRICATED OF SELECT —, I I I CFSAR-FINISHED W/3 COATS OF CABOTS SOLID WHITE STAIN I I 1 I V451'-O• ICY SOMOTUBE FOUNDATIONS T� j I I EXTERIOR I I I 1 I I I L_J �r i SHOWER I I I I I� I I I I ��FiJ I I I I I I I _-- I I EXISTfi7NG WATER E—IAI I 1 SU PILT FROM REMOVE PORTION OF E- T ® r_____ ___________ I 1 X RING HwG/5E ROOF OVERHANG TO LT—II�—I-- _ ________ i i m EX YED-IRON DES ° SHOWE EXTERIOR L-I--- SHOWER IN�I nE ECTRIC SIDE AR TER HEATER pm 102 i 5�tk CAPACI-fY ER / i TOE'm py E"r I I I I I I I I I I LAV I 1 : I I WEST ELEVATION: EXISTING REJ CO ~'S' LJ L LJ J �, JIM -.0 d I I I w-- w I 1 I I I pl � LAUNDRY m I I I I A RF_FRIGI 1 SINK DW I I �G;40Ej- N II I ���_��— — 1 m lk -_,__--- d I ONO mi I I I I I I I I I I I I 11 1 1 I Ll ----- ------� x-� FLOOR PLAN: r EXTERIOR SHOWER OF M'-1' e RED CEDAR'V GROOVE / BOARDS PAINTED AND V4'�I'�' pam CROSS LATTICE "�"�•'�"'^"^`*' O7 GENERAL NOTES: an 1) NEW PAR V'>TITNS ARE SHOWN HATCHED. I I 2) REMOVE ALL OVERHEAD DOOR TRACK,INCLUDING MOTORS,OPERATORS AMID MECHANICAL AND ELECTRICAL CONNECTOMS DRAWING NO..3) PATCH ALL HOLES IN EXISTING CEILING,AND FINISH TO MATCH EXISTING SURFACES. NORTH ELEVATION. 4) DEMOLISH ALL PARTITIONS AMC)MECHANICAL AND EE RI CTCAL ECOPMEMT TO ACCOMODATE NEW LAYOUT, w 5) THE OWNERWILL HAVE SEPARATE CONTRACTORS FOR THE POOL AND APRON.LANDSCAPING AND LANDSCAPE FEATURES. A_ AMC)KWMFIZ AND BATHROOM CASEWORK THIS COIYTRAGTOR SHALL COORDINATE HIS WORK TO ACCOMODATE THE91 L J THE OTHER'CONTRACTORS INCLUDING ACCESS,MATERIALS STORAGE,PARKING AND OTHER ISSUES THAT MAY ARISE. �`'_V I S E��• It m N�A R 2(L 1`1 1/4y1'-d THE ARCHITECT WILL ASSIST IN SUCH ARRANGEMENTS. LR sAAAIJJJ` I 1, D s` i 1 #ROLECT NO. f 8.15 16 rINC OF 5/4 STOCK F I _ aX 0 BEADEDT BOARD w 0 0 0. a COMPOSITE BEADBOARD It PANELS-4.OC--INSTALL � e, OVER EXISTING STUDS EXISTING OR NEW V V STUD WALL F p 5 ppw� DRYER WASHER _ LAUNDRY LAUNDRY BATH/CHANGE ELEVATION: g ELEVATION: 7 ELEVATION: > (& 3/4•6 BEADED BASE FINISH FLOOR j 4 EXISTING BEAM FINISHED W/GWB TO REMAIN F CROWN MOULDING PX(LSTING GWB BEAM CROWN MOULDING 4 1/4•'HAMILTON' TO RENfAM-PANTED 4 1/4'NAMILTOM WOOD EXISTING 4X4 WOOD ❑ ❑ ❑.❑ 4 B WINDSOR CASING WAINSCOT DETAIL: F \\ - COLUMN TO BE CASED 70 BE PANTED ` EX44TRIG GYPSUM M WOOD-PAINTED .��L BOARD GYPSUM COLUMN 4X4 WOOD C0111MIN WALL BOARD TO BE PAINTED COLUMN TO BE CASED IN SCALE: 3'�R-O' r/S WOOD-PAINTED TO BE PANTED INTERIOR DOORS SHALL EXISTING WINDOW TO SHEPLEY WOOD PRODUCTS, REMAIN-RE-PAINT 1 3/4'THK-K-PAINTED 1 ugNEW WAINSCOT-SEE t ImTm DETAIL On THIS DWG BASE TO BE 1X6 W/ �!I PL0�Q• N05435 CAP C— Iw ri r r��1r - POOL HOUSE w I� I POOL HOUSE ELEVATION: 2 ELEVATION: 6Q ski [�1C 0 I loll 1oc= 06 f a r CROWN MOUNTING � 4 1/4'°HAMILTON' � NEW ANDERSEN ASER2S ROUND 4 WI P®OW-CUSTOM CASING TO C O + tv MATCH EXIST WINDSOR 4 1/Y WINDSOR CASING / \ TO BE PANTED EXISTING-GYPSUM / \ CI WALL PA BOAD TO AT D / \\ EXISTING WINDOW TO REMAIN-RE-PAINT NOT2 _ id ALL CABINET AND COUNTER TOP WORK SHALL BE FURNISHED BY N MEN A T-SEE A SEPARATE CONTRACTOR ETAI US DWG RETAINED BY THE OWNER,THIS CONTRACTOR SHALL COORDINATE WIN t I HIS WORK WITH THE WORK WITH / \ / �, OF THE CASEWORK CONTRACTOR POOL HOUSE POOL HOUSE DRAWING NO ELEVATION: �( ELEVATION: 3 A-7 A-7 Ic 111,41,i'ls D: it All 2016 I I-Finish Grade i gri=11W Wj,-,:.JLJp=- Z!, OflNk 3' Max. Min Compacted Fill OVERLAY DISTRICT. Filter Fabric Estuarine Watershed Overlay District RPOD - Resourse Protection Overlay District And/Or 2 k 118 112 Pea Stone ZONE: H-20 314" - 1 112 RF-1 LEACHING Double Washed Area (min.) 87,120 (RPOD) CHAMBER Stone Frontoqe (min) 20' Width (min) 125 Setbacks: 4' 10 Front 30' 2 4 12' 10" Side 15' Rear 15' • W.. FLOOD ZONE: CROSS SECTION OF CHAMBER Zone AE Elev. 12' Community Panel No. NOT TO SCALE 7, #250001 0757 J July 16, 2014 Po ...... ........ AI, 11W 8.97 S treet N64*20'50 Bridge 53.89' 1 L=1 11 .60' 16 R=1 020.00 LOCATION MAP: C� O- Scale: I 2000'± UD' ASSESSORS REF: Map 93, Parcel 46 Ct Paved Drive x 9.7 Monitoring LOT 5 Well 40,455±SF SEPTIC NOTES Proposed 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Court Yard I Prior to Any Excavation For This Project the Contractor Shall Make TH 1&2 Proposed D-Box the Required Notifications to Dig Safe(1-888-344-7233)and contact Sullivan Engineering&Consulting Inc.(508428-3344). X 10. Proposed SA xl 0 2.The Contractor is Required to Secure Appropriate Permits From Town Proposed Tank Agencies For Construction Defined by This Plan. U-) 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shan 0 0 zl- V Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to #313 C.>0i Assure Watertightness. In General,Water Lines Shall be Constructed in co Coordination With COMM Water,and Shall be in Accordance X 10.3 Existing TH 3&4 10_3 With 248 CAM 1.00-ZOO&310 CMR 15.00. 4 2 Sty 4.A Minimum of9"of Cover is Required for All Components. Sill 12,35' w1f Dwelling 5.All Structures Buried Three Feet or More or Subject 17' to Vehicular Traffic to be H-20 Loading.It is the Engineer's TCr Recommendation that H-20 Always be Used. 2.28 x 10.4 Existing tank to 6.Install Watertight Risers and Covers to Within 6"offinished Grade X , ve or Over Septic Tank Net,Outlet;D-Box,and Two Leaching Chamber. Sill 11.55' Allcoversaretobemaxi um 18"for concrete or24"Castfron. 7.0 Proposed Covered Walk S r co Proposed Porch Z�: 31 CM 5. 7.Septic System to be Installed in Accordance With 310 CAM 15.00& Garage x x I10.0 Deck 248 CAIR 1.00-7.00 Latest Revision and the Town ofBamstable 8.9 0 0 :,W/ gym above Board ofHealth Regulations. 28XJ6' Patio 8.All Piping to be Sch.40 PVC. O 9.D-Box Shall Have a Minimum Inside Dimension ofl2",and a Minimum Sump of6". Mag Nail 7 84' CXJ L6 10.Septic Tank Shall be a 1,500 Gallon with a Gas Bathe on the Outlet. Existing 11.The Separation Distance Between the Septic Tank Inlets and x x 10.0 Septic Cl)Z� Outlets Shall be No Lem than the Liquid Depth.Net Tees Shall Extend x 8.4 Permit 0 a Minimum of.10"Below the Flow Line.Outlet Tees Shall Extend 14" `C Walk #96-377 q, Below the Flow Line,and Shall be Equipped With a Gas Baffle. Lawn 0 12.Any fill Used shall meet 310 CAM 15.255(3)and be Comprised ofClearr Granular Sand,free from any Organic Matter. (9�Storm water catch f-f-NA�411 C W\ ,,xd u3p- x 7.9 basin for garage, patio & yard as x 01k M P_a5 4 well as pool draw 9.4 down pit d cNv-d t) Propose 0 _g Fire Pit 0 un-ed -Ir M-ri,,�Ivrfl f, ' 15,118 PERC TEST. PERFORMED BY.CHARLES ROWLAND,P.E.-SULLIVAN RdEPEVG (I d Proposed &CONSULTING,INC 50'X2b_;_' Proposed SOM EVALUATOR NO.13586 Patio WITNESSED BY.DAVID STANTON,R-S.-TOWN'OF BARNSTABLE Poo/ 0 Existing Garage L_ MARCH 1,2013 'Pool House 0- SITE PASSED TEST HOLE-1 EL.&0 TEST HOLE-2 P0 W ........... ................ .............. FILL . .. . .. . . .......... 10 C-:': HARD PACK GRAVEL DRIVE* 7.2 10" HARD PACK-GRAVEL DRIVE'. 71 .���A VERYD GRA YTSHBRPWW� VERY DARK 16": 6.7 18".. Proposed Pool LAYER IOVR�8.:.. ......OYR 6.. BwLAVER1 Fence 0 - MLOv�bkd,�W. ......... 0 ...... ...........I .��:-��:.:.�YELWWSHBRON W. , ...... ....*:L2" 5.3 34" -- M�S�. ':'.�:-: 5.2 Poo/ Ouse to CLAYER 10YR 714 CLAYER IOYR 714 stay connected to VERYPALEBROWN VERYPALEBROWN existing septic MEDIUM SAND 94,11 ---- MEDILIMSAND 0.2 17/f 174,84' PERC TEST 5.0 GROUNDWATER ENCOUNTERED Vincent A. & Jan 7P,1ED PERC TEST Le gend: M Perla Trs. 94 PERC RATE>2 MIIVIVV(LIAR 0.74) 0�2 GROUNDWATER ENCOUNTERED x 0.0 Proposed Elevation 27,09, IE N53 Existing Elevation TEST HOLE-3 EL.8.0 TEST HOLE-4 EL.&0 .......... ......................... .................... ........ ...... ... . . ...... ............ ............ ...... .... ...... FILL ............ . . . .......... 141--.. -HARD PACK.GRAVEI DRIVE.% 6.8 12".'.' HARDPACK CRAVEL DRIVE' 6.8 .'. ''...�:� I0Y.RJa-%- VERYDARKGRAYISHbR6WN* VEAYDAPK GRA17SH ...... .....-BROWN... 6.5 if .'-S-AMY`LQAM'-'-.'.' . 6.5 BwLAYER 10YR 518... ..... YELLOWISH-BkOWN......... ....... ...... .... i8: MEDIUM SAND.......'.'.'.'.. 4.8 36" 5.0 C LAYER I OYR 714 C LAYER I OYR 714 VERYPALEBROWN VERYPALEBROWN Main House F.F. 12.28 MEDIUMSAND 1 9411, MEDIUM SAND 10.2 Main House Mud Room 11.51 PERC TEST 4. GROUNDWATER ENCOUNTERED New Garage TCF 12.28 Min. TIMED PERC TEST g 10.2 - F.G. EL. 9. See Note 6 (typ.) 15' 94 PERCRATE>2 (LTAR=0.74) GROUNDWATER ENCOUNTERED F.G. EL. 9.4'Min. Paved Oriveway- -Paved Drivewo F1 Min. filter Vent Complies Flow With Breakout Voi, House New Side Equalizers As Required L011-CUOn Troll, '1J 1500 Galion DESIGN DATA Re-plumbing Elev. 775' Septic Tank 7.10 Too EL. 762 Single Family Garage EL. 8.15' H-20 Required EL. 6.. 7 Installer To Confirm (See Note 5) 5 Bedroom @ 550 GPD Prior To Any Work H-20 6.6 No Garbage Grinder Leaching To Be Installed On ...... .......... ..... Chamber Deed Restricted ....... ..... �:;toble Compacted Base P-1 4 OR Total Daily Flow 550 GPD Bedding,"T"s, ............. ............... ............... %.................... ............I..,........�.......__1........... .................... ........... Inspection Port, Use a 1500 Gal Septic Tank ...... .... ............. & Baffels Alf-, h. ita4t......... .... .. as Per Title 5 LEACHING AREA EL. 0.62' 550 GPD/0.74(LTAR)=743.2 SF Required Ground Water Elevation Observed in a well Sidewall=2(12.83'+42)2'=219.3 SF CHARLES DEVELOPED PROFILE OF SYSTEM threw a full moon High Tide Bottom Area=(12.83'x 42)=538.9 SF ROWLAND Total Provided=758.2 SF(561.0 GPD) CIVIL NOT TO SCALE No. 52699 LEACHING CHAMBER DESIGN Armor C 1 8 is All Pipes to be Schedule 40. Use L 4-500 Gal.Leaching Chambers in a 12.83'x 42'Washed Stone Field as Shown. T/TL E. PREPARED FOR: PREPARED BY. Site Plan U) r,q Proposed ImprovIlements John N. Spinney Jr. Tr U Val, Engineering & r"I - Consulting,onsulting, Inc. (508)428-3344 • R.O. Box 659 - 7 Parker Road,Osterville, MA 02655 313 Bridge Street seci@sullivanengin.com - www.suilivanengin.com Ti Barnstable (Osterville) MaSS. 20 0 10 20 40 60 Draft: C TR COIC: C TR DATE: JOD Field: C TRIWHKIJOD /P 1"3 4M,- I -_ I September 1, 2016 1'�=201 1 Prof # J2 1 00021 1 Proj.: DalbylSpinney J i i, i i it i 1.l. •5, J • .. •lJ 1ti .�. •1'ti1 05—200 7 ' RE�SIQIv& 4TUAMM cm Yr PWLD Vp WRILD wL4490P t CPMh IMMO Iq= W"GHLN OF1+ 'Talm1b ar Sit Pflh'ILO %rP DWILD #upwk 1Kmp 105 K"Eh roa aw ,YeA,m W1 W WED W MWEEI 1134 IrINP lyal IE8 CAP W rw LO %rr rAWLD WNW 41C LTOA h%MV RFQJECT TEAM: SWAP gyp,, -Iyfil 11fti�Dp 5IP PANEL? 4P WED k9"IL KIPr W LL #RCHITMr vc 001 pm ow IY11114Ls6 GIP w F Eo %P PRTW %Akg= &ORM WWD DEF C. 1010fN J Wh SIPLLr-1IIn 7 +GJpwpn 130r IV$IN" LAP wo rpww w rwto ✓<pMID1�111POp% w MA, per Ex1pti Ofr l+aflbim rar wpa4gw w pwLo Yw wAr #URM MAD 31�3�a ,pt L4*a 0r 4ydl ft GAP lop Pam %rp PfWLO Yr1dDa Er"kmLO '1RUG'rURXL E�1G „a L�IV1 �,FLr irilmJ "GAP W POWILD w Pam Deem waLAR w.MQlf�i PLUMOPIVE IWIL my lY4l'dbf6 Lw w Pam W4t%rP PILD Udkh MAD lit Lmhcgh PL34LM nomw ,vy f,fy mP 4P Pam 9P WED �.� �F31ITS asm 113 4tm P"m i cm T4 FEJ" Pw Lvw Pa4P LY4 FPw1 Vw QNTWraR 114 D+6��G PiwY41 P�14A ! r I ! 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SEE . heLLw[W [rEIAns ON IN*WINC:ri . � - I' I' 11 " s� :� ° ;i . � II " II 5a INIERQR DOW5 51•I�LL BE W �LPLEY WOM 1 3/-j- 1HICH, P14L '70 F7j%IV1. i I i i j II 11 t 1 II 11 T .I II II 11 k 1 II 11 'I II i II c. 7 ull, wr_!M�!IPSI cow mf*,CAS u I III _err ---- aD�Y @EOROOM NO 3 El ii iiI I � i I1 ry _ II 1 11 1 I I 11 11 1 1 MASIEP aCl7mOM ITUE [� W I1 1I 11 111 I I M11 1 1 1 I 11 ED GAP BEDIII Zai � 0 . 11 II 11 ' =� _—LL LJ _—_—LJ1_—',III - ■ r1�Y iiy; FAR. DALIP'S 15TU 7�' � �--__ n LLI •• 1 1 I I I11 AND OK-SSINiG RN 207 ,J I , - J Fl i i i i i i 1 IRS. DAL ''S � 2ae ���rf 1 � — 1I BbTH H IhIE EEw i�-Flow K orL I m II 3 F1491� OUPOOM NO •4 F� LJ I I r�, 1 11 �A' 1 ,,•1 �'—� I, 4k ------------JI II k ------------ !SIAMP 1 II II 11 II II II 11 II II II • - I' 11 J -rrTLE • SECOND K%t AMMON +tea- FLOOR PLAN ❑ DATE I 21 NOVEMBER 07 `i PO9 SCA I ' LE, SF-COND FLOOR PLAN: DEEP ati C-(r'WIE&MO. DR�4411vD N4.� LE[iEW, D+ im PA"1101%10 piw h mum P�LPIDIC415in BE _______ ON TRU TION SET: 1 N� E�I�E� 007 A 3 Mdlr Pt11mO1%& REVISED: 3 SEFT 20D8 IA2A3A4A5A6A7A8A9AlOAllATANADAFAxACGROUP2GROUP ,3F - I STEP TO GRADE '' ❑ ❑ i REAR ENTRANCE DINING 103 ooe � � o a o BREAKFAST , 101 KITCHEN _ � � 1az LAUNDRY . LAV 112 GUEST ROOM N0 1 110 1 o0 0 , � � STAIR � , 104 — ._.. ------ HALL ' — , . 111 . PANTRY 1a� LIVING 0 e 0 109 GREAT ROOM 106 .LIBRARY GLOB 6ATH ._, � ' 116 11S 114 o0 0 ENTRY to8 ❑ ❑ w ��'--, � � � � � � V `�