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1411 MAIN STREET (COTUIT) - Health
14F11 Main Str� � Cotuit 1 No. !. a .2=Ga Z" f Fee--71 BOARD OF HEALTH TOWN OF BARNSTABL,E Z(oplication-*rVell Me.4truction -permit Application is hereby made for a permit to destruct an Individual Well at: Location — Address Assessors Map and Parcel Rilij(A Owner Address �®Z�z v �o� Z 3 Installer — Driller Address Type of Building Y Dwelling—u--------------------------- — Other - Type of Building No. of Persons- —.-------------- �t Type of Well S- A. _-- — Capacity---_--_�____ Agreement: The undersigned agrees to destruct the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation. sign �3 dye c /Application Approved By / ate Application Disapproved for the following reasons: date Permit No. Issued date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well destructed b ��S`ln� � IcuL_ (u 4-Li PLl� y— ____---._—__ —__�— Installer at . . . . . . . . . . . . . . . . . . . . . has been destructed in accordance with the provisions of the Town of Barnstable Board of Health as described in the application for Well Destruction Permit No.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . at... .. . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . ... . . .. .. . . . ... .. ........ ......... has been destructed in accordance with the the provisions of the Town of Barnstable Board of Health as described in the application for Well Destruction Permit No. . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . .. ... ....... ... . ... A 1 DATE—_- - --- - -- -- -----------_-- Inspector-—-— - — — No,--------=---------- � � ''� Fee----7-5 ---- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rlvelt BrOtruction permit Application is hereby made for a permit to destruct an Individual Well at:' Location — Address Assessors Map and Parcel _---........................... -... -.... -- ` eJzL 41jl) CI; Owner Address Installer — Driller 0 _ Address Type of Building y Dwelling- --- --- - ---- —----- - - Other - Type of Building------------------------------------- No. of Persons------=-----__--_—--------_________ t� Type of ---------------------------- Capacity----------- Agreement: The undersigned agrees to destruct the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board offQ Health Private Well Protection Regulation. Signed X1 ,_ '= _3-3' ------------- ------- ------- ------ Application Approved B �'�_ _C.'____ ,a___ _ ——c-------__ date Application Disapproved for the following reasons:-----------------------___ _________________________________________________»_______ ----------------------------------------------------------------------- ------------------------------- date PermitNo. —_—___- - - - --- -- - -------- Issued------------------------------------- —= -- - - —-- -- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance oX( �JLC_ 1�2r�u--� C�THIS IS TO CERTIFY, That the Individual Well destructed by ----________________________________________________ __________________ 17�1 at / . . 1. _ Installer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . has been destructed in accordance with the provisions of the Town of Barnstable Board of Health as described in the application for Well Destruction Permit No.. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . at. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . has been destructed in accordance with the the provisions of the Town of Barnstable Board of Health as described in the application for Well Destruction Permit No. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . DATE----------------------------------------------------------------------------------- Inspector------—----------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE t. Vell Br5truction Permit _ y No.`----r----r-�----------- Fee------------------ Permission is hereby granted -,�-t'�u� d -� 'L-C `' �Z�_L -�/ �7_ __----------------------- to destruct an Individual Well a�I�o.--- 1________ _ :_�i _____< E_____________ -��U �` c, - ------------- Street as shown on the application for a Well Destruction Permit - - Dated ---------------------------------------- No.------------------------------------------------------------ ------------ I �F- Pr Ci Board of Health ------------------------------- w` ♦ a • �• ■ y �ih'vat r2\\\w���,�y l Ikkk �r�lar' L ® M „ M���tI�R ♦ � II/-�- � � v A A pAV vA`t l/i`t1►'Z ���■za . :,,`fir \\ :\ ��\;: '� 6':. _ Offiv lll��i`� ice'+� �• �F \\ 'RN/�iYM� 0. ♦r AO miss W7 IMM �1 '•�"-r'"',/ � � �i � v '"��itC','r"k. � t� :t 'n , ,rC r A PAR*��r/+�, 9 "��_�*�u�* �r* �•. r•�r,�ifj��PQ►�wi 1ie��►� ROM ,�� t/ y 6a r`rhi �"vu �..�t 'ram �•� •:` R�yw� IR,t .�r �. �L I' ,_,` fill �i� l�. lr t ','' ��,r -.1 ��►!lF�C hfA�,���'�... y .•a. ��4�_ h°; t ♦n trrr,,,\r♦rt i., ���ev4►'�i,Ari 4/h���,Ii � � ���� '�.• 1 _;a�. �I:r. ♦�Its: tl j fjtl� tyf �i�t."l��frf�•� �t��rid• ��" �.� �, 1►Ij/tti4-. i I I ` +�nt.��iu� �°►Y '1.�A�� k: `ii r TOWN OF BARNSTABLE LOCATION 11}l l KAW ST• rorulr- SEWAGE# z.o kI VILLAGE SW5TA" ASSESSOR'S MAP&PARCEL v l 7 ob'U INSTALLER'S NAME&PHONE NO. G.G- Cat9Tddt,.T0r4 10C. 5e,-Sib-t$y SEPTIC,TANK CAPACITY 20C>Q CAU-041 LEACHING FACILITY:(type)SOD GAL I N Ct (size) NO.OF BEDROOMS UQ K1cr c h�w� OWNER 14tu vq+w ST. t`LC - PERMIT DATE: 4- it-t013 COMPLIANCE DATE: 10 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY DA 6 ' 15L*-A4 - 1� d e0► torr� �T O Q. to =x► M .f N Za V ` bD .. .. .. .. o O v O f No. 0 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: y PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliLation for Misposal *, pstem Construction permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. j qj j M m, S� c � • Owner's Name,Address,and Tel.No. Assessor's Map/Parcel d 17— / j g t t W H l�. f. L L L Installer's Name,Address,and Tel.No. Vo— 50137 Designer's Name,Address,and Tel.No. 5-Yop—35-1 V Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Al i e 67 toe No.of Persons Showers( ) Cafeteria( ) Other Fixtures u,,, 4 o v 7 Design Flow(min.required) 33Q W vex^ oeJrrti N pd Design flow provided ) g d Plan Date Number of sheets Revision Date 'c1 , ?� 40k Title �/ Size of Septic Tank C1 0 Type of S.A.S F o tr a Description of Soil 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 Boarlof Health. Si ed —� °"'O� Date Application Approved by Date e Application Disapproved by Date for the following reasons Permit No. V — 1 ( Date Issued Z �j No. 0{� I r¢. Fee THE COMMONWEALTH OF,MASSACHUSETTS Entered in cojnputer: PUBLIC H.EALTHMIVISION-m—TOWN OF BARNSTABLE, MASSACHUSETTS Yes a. ppYicatiou for Misposal *pstrm Construction joermit Application for a Permit to Construct(v�R pair( )#Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 10 'M p,,, S� �c � � Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Q 17- D D Name,Address, Installers and Tel.No. Lt 0) 1 S Designer's Name,Address,and Tel.No. 5-V y 3 5- 4 V �� G4 Can J �����/M �•�CwnP �� -1 rV'C lJ/�- . �o-, Type of Building: - Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building /In Xe aJ d.W No.of Persons Showers( ) Cafeteria( ) Other Fixtures 2 -( o e �(,v4eff Design Flow(min.required) D W o ver (/efts{, o pd-' Design flow provided `b 3 -g d Plan Date / Number of sheets Revision Date �� 7 t Title / Af Size of Septic Tank rJ�U ^ Type of S.A.S�1�ID Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1 Date last inspected: Agreement: J 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 Boar of Health. r Signed -�et Date Application Approved by ku Date Application Disapproved by Date for the following reasons Permit No. 2o/!3 - /r 1 Date Issued / / ---------------------------------------------------------------------------------------------------------------------7----------------- THE COMMONWEALTH OF MASSACHUSETTS P1"1-40 1 ��1 (� ' `���- BARNSTABLE,MASSACHUSETTS ' (Certificate of Compliance I THIS IS TO CERTIFY,that the On-site Se/wage Disposal system Constructed(L41 Repaired( ) Upgraded( ) Abandoned( )by C Q r p,\ J ti�f7 w� at 1 L4 l M h r n 54, cok, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2-a/3 I -1 dated L /.t / Installer J91 f r Designer #bedrooms a t Approved design flow gpd The issuance of this ermi shall not be construed as a guarantee that the system will c'o desi : ed. C Date�() , r �r Inspector lk/� .J ------------------------------------------------------------------------------------------------------------------------------------------ No. Fee s� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal I*pstem Construction permit Permission is hereby granted to Construct(✓) Repair( ) Upgrade( ) Abandon( ) System located at �� �� AA a and as described in'the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Cons ructi n must be completed within three years of the date of this pe it �/ Date / / Approved by �1n/ )e� I No. -lI 1 THE COMMONWEALTH,OF MASSACHUSETTS FEE BOARD I&F Hrt-EALTH APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct X Repair ( ) Upgrade ( ) Abandon ( ) - Complete System ❑Individual Components �C- � 7at;'?,,/o Owner's Name�M p/Parcel M Address —Lot# Tel one N Installer's me Desi n rsName A dress A e Telephone N Telephone# Type of Building: Pj& ✓l Lot Size T Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of p rsans Showers ( ), Cafeteria ( ) Other fixtures W 1 Design Flow(min.required) gpd Calculated design flow gpd Design flow provided pd Plan: Date Number of sheets Revision Date Title , Description of Soil(s) n tt Is.4 ,-3iLJd0!Zd Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation 0 3 DESCRIPTION OF REPAIRS OR ALTERATIONS The unders ned a rees to ins I above rde'scribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and er s no pl"` the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date s � InspectooL SL � FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ----- - --- -- - ---- -- ------ ------ - ---- ----- ------- - ----- - - -- --- -- ----- - --- No. ?��Z��/ E COM OJJWEALTH OF MASSACHUSETTS FEE -E d BOARD OF HEALTH �'� 91 ,RTIFICATE-OF COMPLIANCE escription of Work: dividual Component Complete System The undersigned her a e Dis em;Co structedX),Repaired( ),Upgraded( ),Abandoned( ) by: (` t at C C r has been i stalled in accordance with the provisions oRoz�n 15.00 (Title 5) and the approved design lans/as-built plans relating to application No. l�1 Z% dated Approved Design Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 !. q kk� , No` THE MMOJVW�ALC ' A_9SACH,USETTS FEE r� 0,14R-D' LTtH. APPLICATION FOR.DISPOSAL SYSTEM CON91AUTION PERMIT Application for a Permit to Construct Repair'( ) Upgrade ( ) Abandon ( ) -;(Completd System ❑Individual Components L1 :7ogatioVO Owner's Name M p/Parcel# Address G i G S M Lot n�7 Installer's me e� L Dest,n A Name 6- so ,/ Y ' i�ZNM1� ,�Gs�o�r0 � ��C�,l�✓��4 UI�1/Ir/'fy ' Telephone# Telephone p Type of Building: P 1 Lot Size t Sq.feet' Dwelling—No.of Bedrooms Garbage Grinder _,Other--Type of Building No.'of p rsons Showers ( ), Cafeteria-( ) Other fixtures tXP v, �'V1I Design Flow(min: required) gpd Calculated design flow0*gpd Design flow provided gpd. ' Plan: Date — Number of sheets Revision Date Title Description of Soil(s) I ^ e If r 11 ►/ k..-'Soil Evaluator Form No. P, Name`of Soil Evaluator Date of Evaluation 03 da L? DESCRIPTION OF REPAIRS OR-ALTERATIONS The unders' ned a revs to ins bove'described Individual Sewage Disposal System in a coOdance with the provisions of TITLE 5 and er s no the system in operation until o Certificate of Compliance has been issued by the Board of Health. • r �" ' t 9 . Signed Date i Inspection Wt� � S Ash Gr r FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ++;�(..�:r•e.�-�.�.o�-r'o-d - � � --- ter—mr--------------ter No. �`) 13 'U i EALTH OF MASSACHUSETTS FEE T -- BOARD OF HEALTH �('tl''^ RTIFI ATE OF C MPLIAN E escription of Work: dividual-Component Complete Sydem The undersigned her a Dis em;Co structedX),Repaired( ),Upgraded( ),Abandoned( ) by: at c I/ CG r t has been installed in accordance with the provisions of 3 0 C- R 15.00 (Title 5) and the approved desig lans/as-built ' plans relating to application No. � dated 2 Approved Design Flow (gpd) Installer— Designer: s . /" Inspector 3 ' '". ' Date The issuance of this certificate shall not be construed as a guarantee that the`system will function!as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 i No. THE OMMONW ALTH OF MASSACHUSETTS FEE —= '( BOARD OF HEALTH DISPOSAL SYSTEM,CONSTRUCTION PERMIT Permission is hereby granted to Construct Repai ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at ( ' o - a described in the application for Disposal System Construction Permit No. �-0�3 r/ / ,date Provided: Co struct' n shall be completed within three years of the date of this per . II 1 1 conditio tist be met. Date 2 Board of Health 4A FORM 2 - DSCP DEP APPROVED FORM 5/96 !!nn X /e1f�o 4 FORM 1255 (RLV 5/96) - H&W HOBBSB WARREN TM PUBLISHERS-BOSTON l !n bw'VIP 0,04 c r. No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH -77-OCUry OF Get r-ri s4n 6 Lt- APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (yl'*Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components 1'�n1 'P 114 11 64 i LLC. Location Owner's N e yC`I 0171 l;z, O'OMap/Parcel# Address 1 "' t:XI Lot# T le hon # m e's G � �i rA T NC. Installer's Name esi r' „,c1�1QT' (T A Address 3 rl'1 s 1 '/'Tl Telephone# Telephone# Type of Building: Dge(I(n c,..- Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder W Other—Type of Building_ (��4CE= No.of persons Showers ( ), Cafeteria ( ) Other fixtures CPR G G SPAEc—1, 17 b 94. Design Flow min. required) O gpd Calculated de sl n flow ?%N gpd Design flow provided-�,2 gpd Plan: Date Met r ( ( Number of sheets _ Revision Date f �j TitleVF Description of Soil(s) 6"11 ?A) ,. 12'-?J�r���; -,' Z� (2.6" e) i UI'N 5gM hd yeddX Soil Evaluator Form No. Name of So__il,,Evaluator L-CttAVY'Bl Vb Date of Evaluation a7 DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date Inspections FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) (SW) HOBBS&WARREN rnn PUBLISHERS- BOSTON Town of Barnstable pf THE Regulatory Services 1116kR IBM Richard V. Scali, Interim Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 I_nstaller&Designer Certification Form Date: It `13 l�j Sewage Permit# Assessor's MapTarcel 01'1 01 O Aes>< net.• 'T � i ;K.. Installer: C•G Cz#4%T t. c . Address: 1D0.._ JY,tC,tlt,56�.1 1ZS) Address: IS- 1D%AtAov40 i "A -k wtbcnwau ot52 -S: oAS .Ma o2tO6o On. G lc_ 600.11e.__X C_, was issued a permit to install a (date) (Installer) septic system at 141t MAct ST'O-�£'- based on a design drawn by address �5�'�CCsflJlfii dated - �z4 5 6-�T. 9-ev. D&W) T certify that the.septic system referenced above wa°s-installed substantially according to the design, which may tnelude rn,nor approved changes sued as .f ateralArelocatton of the distribution box an, septic tank: Strip, out; (if r`cgv red) was inspected and the..;soils were found.satisfactory. I certify that the septic system referenced above was installed with major changes (t e greater than 10' lateral relocation of the-,SAS or any. vertical relocation:ofany t omp0,gi of the septic system) but in accordance with St:ate-&.Local Regulations: Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and thesoils; were found satisfactory. -- I'mrtify t az tit stem referenced above was constructed i f ante with the terms of -VA va letters (if applicable) tH OF O yG SEA PATRICK .. I ler's Signature) �: R Roori ,2 �.�ftTER�� esigner s Signature);, Affix Deli, p.Here) PLEASE RETURN TO BARNSTA.BLE PUBLIC`HEALTH DIVISION.. CERTIFICATE' OF`COMPLIANCE WILL NOT BE ISSUED UNTIL: BOTH'-THIS FORM AND ::AS BUILT CARD ARE-RECEIVED BY THE BARhISTABLE-,PUBLIC HEALTH DIVISION., THANK V0U _ Q:1Septic\Designer Certification Form Rev 8-14-13.doc A_ Town of Barnstable P# ENE �p� a Department of Regulatory Services &MWgrABLE, : Public Health Division Date MASS �� 200 Main Street,Hyannis MA 02601 e �FDMA�A Date Scheduled / Time Fee Pd. Soil Suitability Assessment for Se a e Disposal Performed By: ���� `�� Witnessed By: LOCATION & GENERAL INFORMATION ) Location Address *'���' !��h �.�.� Owner's Name b y l( Hai% ST•, LLC 0-10 p0.., GVVV'er Co+u t+/ MA Address 9fv 7 s+, l s41&vt«e1'_ Assessor's Map/Parcel: 0 t 7/o l O Engineer's Name 801,nes � me Grq. � NEW CONSTRUCTION REPAIR Telephone# SQ$- j el8— 35 (9 Land Use r e s 1 den ft a-I Slopes(%) ( — /e Surface Stones Distances from: Open Water Body -7!y,� d- ft Possible Wet Area .l 58 t ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street n me,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 0V1 ,, •, 31103 L � Peep ~'•�•• 'G�•, rY _ Pole 92-58 ~- o • Parent material(geologic) Qf cio_l' OC44u/62 A Depth to Bedrock LJ Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: n 2-001 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 Datc: 2©! Index Well level s Adj.factor 17 Adj.Groundwater Level PERCOLATION TEST Date."; Ala 3Time I(W A Observation Hole# Time at 9" 4 Depth of Pere `" ll Time at 6" Start Pre-soak Time @ V Time(9"-6") End Pre-soak / �J(l7tn yYl F j Rate Min./Inch ` M k( 4a M 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 •r. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel)_ iv _ DEEP OBSERVATION HOLE LOG -� -Hole V. Depth from Soil Horizon, , Soil Texture Soil Color Soil'"` Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) �32--� � DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon -Soil Texture Soil Color Soil '; Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) A c b 4�A trio . 1 f�. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Textu;c• Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) -il Y A� -- i o Flood Insurance Rate Map: Above 500 year flood boundary No Yes X y 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 naturally occurring pervious material? Certification I certify that on Z�660_(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required trams ,expertise a experience described in 310 CMR 15.017. Signature -Ma -'LDate � 1(3, 7 Q:\SEPTIC\PERCFORM.DOC fl! 'ice � , . rn Postage C3 O Certified Fee O postmark p Return Rece"t.Fee Here (Endorsement Required) Sdg� O Restricted Delivery Fee / r—1 (Endorsement Required) cU }, C3 Total Postage&Fees $ , 7 ?Ire 4 t Mr. James A. Schear Mr. Hiram Schear \5•' 5824 Osceola Road Bethesda, MD 02816 fertified Mail Provides: (�,aneb)�oz�nr'ooseuLo�sd Amailing receipt • A unique identifier for your mailpiece • A record of delivery kept by the Postal Service for two years Important Reminders: • Certified Mail may ONLY be combined with First-Class Mail®or Priority Mails. • Certified Mail is not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. • For an additional fee,a Retum Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 38111 to the article and add applicable postage to cover the fee.Endorse mailpiece Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSe postmark on your Certified Mail receipt is required.. •For an additional fee, delivery may be restricted to the addressee or addressee's authorized a ent.Advise the clerk or mark the mailpiece with the endorsement°Restricted-Delivery°. . a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. if a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. — MPORTANT:Save this receipt and present it.when making an inquiry." Internet access to delivery information is not available on mail addressed to AM and Ms. 3 l4 A + 0 p'tHE T� . Town of Barnstable Barnstable +y�P� '° Regulatory Services Department e"a�1 nAR639. E. Public Health Division 7 NASS. 1 A 'fD 200 Main Street, Hyannis MA 02601 20�� Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#7006 0810 0000 3524 6628 August 7, 2012 Mr. James A. Schear Mr. Hiram Schear 5824 Osceola Road Bethesda, MD 02816 The septic system located 1411 Main Street, Cotuit, MA was last inspected on 7/16/2012 by Patrick M. O'Connell, a certified septic inspector for the State of Massachusetts. The Health Division has determined that the system "Fails". • Single Cesspools automatically fail. You are ordered to repair or replace the septic system within Two (2) years from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Tho as cKean, R.S. CHO Agent of the Board of Health Q:\SEF'TIC\Letters Septic Inspection Failures or Future Eval\1411 Main Street Cotuit.doc Parcel Detail http://issgl2/intranet/propdata/ParceiDetail.aspx?ID=501 • ,. �% ,!���/���1(���/�: _fit � r���i. !�'.�. '0 LoygLd In As: Parcel Detail Monday,August 6 2012 Parcel 1_00kup Parcel Info Parcel ID 017-010 I Developer LOT C o Location 1411 MAIN STREET(COTUIT) I Pri Frontage 193 Sec Road I Sec Frontage village COTUIT I Fire District COTUIT Town sewer exists at this address No I Road Index 0951 Interactive Maps Owner Info owner SCHEAR, JAMES A I Co-Owner Streets 5824 OSCEOLA RD I Street2 City BETHESDA I State MD zip 20816 Country Land Info Acres 1.80 I Use Single Fam MDL-01 I zoning RF Nghbd 0114 Topography Level I Road Paved utilities Public Water,Gas,Septic I Location Rear Location Construction Info Building 1 of 1 Year 1950 I Roof Gable/Hip I Ext Wood Shingle Built Struct Wall Living 842 Roof Asph/F GIs/Cmp I AC None Area Cover Type 1 Style Cottage I Int Wall Brd/Wood I Bed 2 Bedrooms I 1 Wall Rooms Int Bath AS Model Residential I Floor Pine/Soft Wood I Rooms 1 Full + 1 H BMT z 15; Grade Average Minus I Type Hot Water Total Rooms 4 Rooms 14 19 Stories 1 Story I Heat Oil I Found- Conc. Block Fuel ation 18 Gross 1696 Area Permit History http://issgl2/intranet/propdata/ParceiDetail.aspx?ID=501 8/6/2012 Parcel Lookup http://issg12/intranet/propdataAookup.aspx .-41N.au YIA1r 1•wi� J y Logged In As: Parcel Lookup Monday, August 6 2012 Road 1_:)okup Condo Lookup Multiple Address Lookup Reports Search Options L Search By I Owner Owner Name schear Search Page 1 of 1 Rows/Page: Flo Parcel Location Owner Village Map 018-121 0 MAIN STREET(COTUIT) SCHEAR, HIRAM H COT 018121 017-019 1398 MAIN STREET(COTUIT) SCHEAR, HIRAM H&JAMES A COT 017019 017-010 1411 MAIN STREET(COTUIT) SCHEAR, JAMES A COT 017010 http://issq]2/intranet/propdataAookup.aspx 8/6/2012 IParcelDetail http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=501 IIIssue Date I Purpose Permit# Amount Insp Date I Comments Visit History Date Who Purpose 2/13/2012 12:00:00 AM Tony Podlesney In Office Review 2/14/2005 12:00:00 AM Paul Talbot Meas/Est 1/26/2004 12:00:00 AM Andrew Machado Meas/Listed-Interior Access 4/12/2000 12:00:00 AM Paul Talbot Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 7/15/1992 SCHEAR,JAMES A C127309 $100 2 7/15/1992 SCHEAR, JAMES A 8124/185 $100 3 11/11/1947 DUNNING, SARAH C9307 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2012 $70,000 $20,100 $0 $706,800 $796,900 2 2011 $77,900 $3,000 $0 $706,800 $787,700 3 2010 $81,200 $3,000 $0 $706,800 $791,000 4 2009 $89,700 $2,400 $0 $943,500 $1,035,600 5 2008 $88,800 $2,400 $0 $924,500 $1,015,700 7 2007 $88,300 $2,400 $0 $924,500 $1,015,200 8 2006 $65,200 $2,400 $0 $913,700 $981,300 9 2005 $62,100 $2,300 $0 $777,600 $842,000 10 2004 $51,600 $2,300 $0 $631,800 $685,700 11 2003 $40,800 $2,300 $0 $300,000 $343,100 12 2002 $40,800 $2,300 $0 $300,000 $343,100 13 2001 $40,800 $2,300 $0 $300,000 $343,100 14 2000 $42,000 $1,900 $0 $177,100 $221,000 15 1999 $42,000 $1,900 $0 $177,100 $221,000 16 1998 $42,000 $1,900 $0 $177,100 $221,000 17 1997 $36,300 $0 $0 $165,300 $201,600 18 1996 $36,300 $0 $0 $165,300 $201,600 19 1995 $36,300 $0 $0 $165,300 $201,600 20 1994 $39,400 $0 $0 $159,400 $198,800 21 1993 $39,400 $0 $0 $162,100 $201,500 22 1992 $44,900 $0 $0 $177,100 $222,000 23 1991 $52,100 $0 $0 $177,100 $229,200 24 1990 $52,100 $0 $0 $177,100 $229,200 25 1989 $50,300 $0 $0 $174,000 $224,300 26 1988 $27,600 $0 $0 $87,000 $114,600 27 1987 $27,600 $0 $0 $87,000 $114,600 28 1 1986 $27,600 $0 $0 $87,0001 $114,60011 Photos http://issg12/intranet/propdata/ParcelDetail.aspx?ID=501 8/6/2012 � �,-- S� � G�� 1 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments w 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is Cotuit MA 02635 Jul 16 2012 required for Y every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out A. General Information forms on the � vl computer,use 1. Inspector: only the tab key to move,your Patrick M. O'Connell _ cursor-do not Name of Inspector use the return key. Septic Inspection Services Co. Company Name 189,Cammett Road Company Address Marstons Mills MA 02648 ienan Cityrrown State Zip Code 508-428-1779 SI 12855 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my 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 1�..�40 of-4- Title 5(310 CMR 16.000). The system: C-7 t -2 `? ❑ Passes ❑ Conditionally Passes ® Fails c) ,Ml ❑ Needs Further Evaluation by the Local Approving Authority l., . t ;July 16, 2012 Job# 12-107 In ector's ignature Date 3 10 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to thell uyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same<or different conditions of use. t j 1 Li;4 t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is Cotuit MA 02635 Jul 16, 2012 required for Y every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ 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: B) System Conditionally Passes: ❑ 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. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. 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 by the Board of 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. ❑ Y ❑ N ❑ ND (Explain below): t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts u Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is Cotuit MA 02635 Jul 16 2012 required for Y every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ 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 ❑ Y ❑ N ❑ ND_(Explain-below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require 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 16.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is required for Cotuit MA 02635 July 16, 2012 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ 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. ❑ The system has a septic tank and SAS and the.SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent 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: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage 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 clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than_day flow t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is Cotuit MA 02635 Jul 16, 2012 required for Y every page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® 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. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® ❑ The system fails. I have determined that one or more of 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 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in 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 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 r Commonwealth of Massachusetts Mam, Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is Cotuit MA 02635 Jul 16, 2012 required for y every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® 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 note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding 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? ® ❑ 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 on: ❑ ❑ Existing information. For example, a plan at the Board of Health. ❑ ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): N/A Number of bedrooms (actual): 2 DESIGN flow based!on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Unknown t5ins•11/10 Title 5 Official;Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is Cotuit MA 02635 Jul 16, 2012 required for y every page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Single cesspool aotomatic fail per town standards. Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if available(last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: CurrentlyOccupied. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): gallons per day'(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is Cotuit MA 02635 Jul 16 2012 required for Y every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: None Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type 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) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments N 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is Cotuit MA 02635 Jul 16, 2012 required for y every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: Sludge depth: t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form -Not for Voluntary Assessments w 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is Cotuit MA 02635 Jul 16, 2012 required for Y every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) 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 How were dimensions determined? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Grease Trap (locate on site plan): Depth below grade: feet 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: Date t5ins-11/10 Title 5 Official Inspection form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is required for Cotuit MA 02635 July 16, 2012 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is required for Cotuit MA 02635 July 16, 2012 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: 15ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 L Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is Cotuit MA 02635 Jul 16, 2012 required for Y every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration One Depth—top of liquid to inlet invert 4 Depth of solids layer 0 Depth of scum layer 0 Dimensions of cesspool 5x6 Materials of construction Block Indication of groundwater inflow ❑ Yes ® No Lt5m� 110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is y Cotuit MA 02635 Jul 16 2012 required for , every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Cesspool was found empty, not in hydraulic failure and causes no danger to health or safety. Cesspool is failed per town standards. Privy (locate on site plan): Materials of construction: i Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): !Sins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1411 Main Street Property Address — —---- ---- Hiram Schear Owner Owner's Name information is required for Cotuit MA 02635 July 16, 2012 _-_ every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately . r r r r•r r r r r r r , r•r' ,, r` , r`r`r`r`r`r`r`r r r r'r•r r , r r`r r , r`r r`r`r`r`r`r`r`r , r r r r r r rrrrrr r r r r.r r r r r r r r r rrr r r r r r r r r rrr r r r r r r r r r r r r r r r r r r r r r r r r r i 22 Back of House ', h - Commonwealth of Massachusetts I Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1411 Main Street Property Address Hiram Schear Owner Owner's Name information is Cotuit MA 02635 July 16, 2012 required for every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: e et Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Before filing this Inspection Report, please see Report Completeness Checklist on next page. l5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Apr 05 13 01:49p Neal Cass Inc. 1 781 794 1432 p.2 Commonwealth of Massachusetts ■ A .1 1100174763 Asbestos Notification Form ANF-00 1 Decal Number When filing out A. Asbestos Abatement Description forms on the computer,use 1. a.Is this facility fee exempt-city,town,district, municipal housing authority,owner-occupied only the tab key residence of four units or less? ❑Yes Jf No to move your cursor-do not b_Provide blanket decal number if applicable:use the return Blanket Decal Number key. 2. Facility Location: <° 1141.1 MAIN ST.LLC 1411 MAIN ST. a.Name of Facility b.Street Address IT Ar Hyannis MA 1 102635 1 16174388657 c.CitylTown d.State e.Zlp Code f.Telephone Number INSTRUCTIONS 3. �W-orksite Location: 1.AN sections of this 1COTUIT JIST FLOOR I fp-m must be a.Building NamelBuilding vocation b.Building# c.Wing d.Floor e.Room ccmplated in order to comply with 4. Is the facility occupied? ❑Yes ,./R]No DPP rotifioetion reauiremens of 310 CIJIR 7.15 5. Asbestos Contractor: and the Division of Occupational NEALCASS INC 200 ADAMS ST i Sa". (00S) a.Name b.Address notiflaafionrequirements of 453 BRAINTREE �j 02184 7817941432 e VAR 6.12 G.C' Town d.Zip Code e.Telephone Number AC000810 f.DOS Lic>�e Number 9-Contract Type: ❑Written ❑verbal J h.Facflty Comtact Person i.Contact Peison's Title NEAL A CASS JAS072613 6' a.Name of On-Site SupervisoriForeman b.Su erylsWriForeman DOS Certification Number jGERALD LEBLANC AM031931 7' a.Name of Project Monitor b.Project Monitor DOS Certification Number ENYIROTEST _ _ AA000128 a.Name of Asbestos Analytical Lab b.Asbestos Ana ical Lab D ification Number =� 9 4/1112013 1411=013 a.Project Start Data mmfddl b.told Date mmld �0 174 7-4 �N c.Work hours Mon-Fri. d.Work hours Sat-Sun. _o 10. a, What type of project is this? =� ✓❑Demolition ❑ Renovation ❑Repair ❑Other, please specify: b.Describe 11. a. Check abatement procedures: ° ❑Glove bag' ❑ Encapsulation �a ❑Enclosure ❑ Disposal only u_ ❑Cleanup ❑Other, specify: ------ '�Full containment b.Describe �Q 12. Is the job being conducted: ❑✓ Indoors? ❑Outdoors? ■ arrft)o'ap.dn-10102 Asbestos Notification form-Page t of 3■ Apr 0513 01:49p Neal Cass Inc. 1 781 794 1432 p.3 Commonwealth of Massachusetts ■ 100174763 j Asbestos Notification Form ANF-001 Decal Number A. Asbestos Abatement Description (cont.) 13. Total amount of each type of Asbestos Containing Materials(ACM)to be removed,enclosed,or encapsulated: (a j200 a.Total pipes or ducts(linear ft) F I oiaTo eTh r surdces Ts- am 11) c.Eoiler,breaching,duct,tank L d.Insulating cement surface coatings Lin.ft. Sq.ft. Lin.fl. Sq.ft. e.Corrugated or layered paper t ___� = Trowel/Sprayer coatings pipe insulation Lin.ft. Sq.ft. Lin.fl_ Sq.ft. r_ g.Spray on fireproofingI h.Transile board,wall board Lin.ft. Sq.ft. (Lin. �fl_ i.C:oths.'noven fabrics j.Other,please specify: �_ I 200 Lin.ft. --- ft. �. Lin.ft. k.Thermal,solid core pipe LINOLEUM insulation Lin.ft. Sq.ft. I.Specify 14. Describe the decontamination system(s)to be used: jFULL CONTAINMENT 15. Describe the containerization/disposal methods to comply with 310 CMR 7.15 and 453 CMR 6.14(2)(g): ALL ACM WET HANDLED,BAGGED, LABELED AND DISPOSED OF AT AN EPA APPROVED 16. For Emergency Asbestos Operations,the DEP and DOS officials who evaluated the emergency: Mama of DEP O—Acia Gb. I Itle l c.Date(mmiddlyft of Authorization d.DEP Waiver# e.Name of DOS Official f.DOS�iGaf ITS -N g.Date(mmlddlyyn)of Authorization h.DOS Waiver# 0 17_ Do prevailing wage rates as per M.G.L.c. 149,§26,27 or 27A—F apply to this project? Q Yes R]No B. Facility Description N 0 1. Current or prior use of facility: �o 2. Is the facility owner-occupied residential with 4 units or less? []Yes RINo 11411 MAIN ST.LLC 1411 MAIN ST. �r 3' a.Facility Owner Name b.Address COTUIT 02635 617-438-8667 ! o c.C' /Town d.Zip Code e.Telephone Number(area code and extension) emu. 4. j a.Name of Facility Owner's On-Site Manager b.On-Site Manager Address -Z J L �Q c.City(Town d.Zip Code e.Telephone Number(area code and extension) ■ anffl0l ap.doc-10/02 Asbestos Notification Form•Page 2 of 3■ .Apr 0513 01:49p Neal Cass Inc. 1 781 794 1432 p.4 Commonwealth of Massachusetts 100174763 IL-IJ Asbestos Notification Form ANF-001 Decal Number B. Facility Description (cont.) 5' a_Name of General Contractor b.Address i I — c.City/Town d.Zip Code e.Telephone Number area code and extension) I I f.Contractor's Worker's Comp.Insurer g.Policy Number h,Exp.Date(mm/ddlyM 6. What is the size of this facility? I I a.Square Feet b,Number of floors C. Asbestos Transportation and Disposal 1. Transporter of asbestos-containing material from site to temporary storage site(if necessary): Note:Transfer a.Name of Transporter b.Address Stations must comply with the c.CitylTown d.Zip Code e_Telephone Number Solid Waste Division 2. Transporter of asbestos-containing waste material from removal/temporary site to final disposal site: Regulations 310 CMR 19.000 ISERVICE TRANSPORT GROUP a.Name of Transporter b.Address c.CI !Town d.Zip Code e.Telephone Number 3. a.Refuse Transfer Station and Owner b.Address c C' !Town d.Zip Code e.Telephone Number 4. IMINERVA ENTERPRISES INC a,Final Disposal Site Location Name b,Final Disposal Site Location Ownar's Name 9000 MINERVA ROAD I IWAYNESBURG i a c.Final Dis osal Site Address d.Cityrrown OH ^ --] 44688 �M e.State f.Zip Code g.Telephone Number ° D. Certification ...�..� The undersigned hereby states,under the NEAL CASS —j Roz Gill —° penalties of perjury,that he/she has read the a.Name b.Authorized Sb nature "o Commonwealth of Massachusetts regulationsPRESIDENT 3l2912013 I for the Removal,Containment or c.PositiotrEN d.Date rmmlddf Encapsulation of Asbestos,453 CMR 6.00 and 7817941432 ¢ 310 CMR 7.15, and that the information contained in this notification is true and correct e.Telephone Number f.Representing ° to the best of hisiher knowledge and belief. 200 ADAMS ST. ,...��o q.Address i—�LL JBIRAINTREE 02184 h.City(Town i.Zip Cade —Q anfoOl ap.doc•10102 Asbestos Notification Form-Page 3 of 3 Fax Receive Report APR-05-201313:56 FRI Fax Number : 15087906304 Name BARNST HEALTH No. Name/Number Rcvd Time Time Mode Page Results 301 03-04 11:33 04'10" ECM 003 [O.K] 302 03-04 11:38 00'24" ECM 001 [0.K] 303 03-04 14:07 01'02" ECM 002 [O.K] 304 03-04 14:09 01'20" ECM 003 [O.K] 305 5084775313 03-04 14:16 00'36" ECM 001 [O.K] 306 www onl inef ax com 03-04 14:37 00'56" ECM 004 [0.K] 307 1 508 833 0018 03-04 15:29 00'20" ECM 001 [0.K] 308 508 477 6563 03-05 08:44 00'18" ECM 002 [O.K] 309 03-05 14:34 00'08" ECM 001 [0.K] 310 03-05 16:07 00'34" ECM 003 [0.K] 311 5087789642 03-06 11:35 01'14" ECM 005 [O.K] 312 1 800 724 8466 03-07 11:04 00'08" ECM 001 [0.K] 313 508 888 6446 03-07 11:48 00'24" ECM 001 [0.K] 314 508 888 6446 03-11 14:33 00'36" ECM 002 [0.K] 315 5087757754 03-11 15:52 00'34" ECM 001 [O.K] 316 508 778 2276 03-12 16:45 00'38" ECM 001 [O.K] 317 5088805114 03-13 09:12 04'12" ECM 010 [O.K] 318 15083629880 03-13 10:58 00'20" ECM 001 [0.K] 319 508 888 6446 03-13 14:48 01'00" ECM 004 [0.K] 320 15083629880 03-19 09:22 00'16" ECM 001 [0.K] 321 508 888 6446 03-19 12:31 00'32" ECM 002 [O.K] 322 Grainger 03-20 08:17 01'20" ECM 002 [O.K] 323 877 816 2156 03-20 14:19 00'46" ECM 001 [0.K] 324 508 888 6446 03-20 14:22 00'22" ECM 001 [O.K] 325 877 816 2156 03-20 14:50 01'22" ECM 002 [O.K] 326 7812940649 03-21 11:05 00'12" ECM 001 [0.K] 327 508 888 6446 03-21 13:39 00'38" ECM 002 [0.K] 328 5087594333 03-22 07:42 00'14" ECM 002 [O.K] 329 5084289399 03-25 07:57 00'26" ECM 002 [O.K] 330 508 888 6446 03-25 10:10 00'28" ECM 002 [0.K] 331 508 888 6446 03-25 10:54 00'36" ECM 002 [O.K] 332 1 781 794 1432 03-26 10:36 01'46" ECM 004 [O.K] 333 508 778 2276 03-28 07:14 00'44" ECM 001 [O.K] 334 6506556633 03-29 10:23 07'16" ECM 016 [O.K] 335 508 771 5673 03-29 12:57 00'22" ECM 001 [O.K] 336 508 888 6446 03-29 14:13 00'20" ECM 001 [O.K] 337 508 888 6446 03-29 14:15 00'50" ECM 002 [O.K] 338 03-31 11:34 04'14" ECM 003 [O.K] 339 5087710456 04-04 07:05 03'04" ECM 012 [O.K] 340 5087710456 04-04 07:10 03'36" ECM 017 [0.K] 341 04-04 07:39 00'10" ECM 001 [O.K] 342 5087710456 04-04 09:03 00'20" ECM 001 [0.K] 343 04-04 09:42 00'10" ECM 001 [O.K] 344 04-04 11:36 02'10" G3 005 [0.K] 345 15083629880 04-04 14:40 00'20" ECM 001 0.K] 346 04-04 15:04 01'36" ECM 004 [0.K] 347 04-04 15:11 01'18" ECM 004 [O.K] 348 9783831097 04-05 09:08 01'34" ECM 004 [O.K] 349 04-05 10:26 00'46" ECM 002 [O.K] 350 1 781 794 1432 04-05 13:54 01'44" ECM 004 [O.K] Total Time 00:58:26 y- TRENCH DRAIN ORATE MODEL: FLAT RAINBOW ---- 5<1" FOR PROPER INSTALLATION. CAST SILICON BRONZE STANDARD FINISH ` REFER TO MANUFACTURER'S I SLOPE YARD PROPOSED YARD DRAIN .' Contact URBAN ACCESSORIES SPECIFICATIONS ` Tel.: (877-487�-04 5) SEE ROAD TOWARDS INLET 6" DOMED GRATE ��NO a i s ur�;aon accessorieacom ® SECTION DETAIL � ° a ROAD BASE V� ACO TRENCH GRAIN CONCRETE G8 SURFACE VENT LOCATION TO KLASSIC DRAIN MODEL o.�, BE DETERMINED ON THE FIELD. J? OR APPROVED EQUAL , e BEDDING LAYER �. i PROPOSED 6" eJ ACID POL)I ER ° a �` ` Z PROPOSED 6" INLINE DRAIN �v PRODUCTS INC. I�, q £X/SUNG TREES' 4� � 4"-6" MIN ,� . �I , � SOIL NAPE DRAIN TO BE PRO7F'CAED I ' I PIPE LOCUS ROPOSEPROPOSED LANDSCAPE f . BOTTOMDOUTLET. FLOW TO PROPOSED 4" 01 i 94 DRAIN INLET. RIM-27.2 BASIN HDPE ROOF � o '"}/ I '89 ,- V (SEE DETAILS) N,/F " " " " PROPOSED 4` .00 DRAIN PIPE PROPOSED D VEWAY cV .. 1 4 -6 IN 4 -6 IN HOPE ROOF 74 REFER TO ARM REDEVELO MENT `"�•,. SPIGOT _� EX/STING TREE DiX F. & THOMAS F. DAMS TRS. " 4 N ( A 1 r J TO SE PROTECTED FLOW TO DRAIN PIPE PROPOSED 6 EP E f PLANS FO ALIGNMENT AN DET ILS) .. j -T• 16' 4"HDPE ROOF DRAIN BASIN HDPE DRA/N E r1.1 q TP#1 TO CONNECT WITHSOVND --•�--- PIPE Na1mT -r._ 2,000 GALLON r� IRRIGATION POND S/7F STORM DRAIN. WELL TO BE - SEPTIC TANK / S75. --�.., 3 TRENCH DRAIN DETAIL YARD rr ABANDONED 3 DETAIL PROPOSED £LECTR/C °° NOT TO SCALE NOT TO SCALE o CANDU/T TO PRA°OSL�D �''` .,, fi0, / ELECTRIC METER. f „ Al / _ _ l PAD 1 LOCUS MAP .,, ROOF' , T r PROPOSED VAN -.. LINE ``�--_,_ 9 �, WAIER .� R14CE" FRG ' , � � TOP OF CONCRETE BOUND NOT TO SCALE D LUNG TO ELEVATION 22.72 N F PROPOSED J86 66' " '"" / 1? 14`T , r r ACCES$�RY STR'UC , E ' / o J PARKING COURT .. /� 1411 MAIN STREE , LLC f ''+ j 'j fi' IN (� ti Rpc�p +h 2 •. ,' TP r ( 4 •Dif " j D� L PROPOSED LIMIT 1 ca NC// " ' � DSCA OF l#�7RA'' C7 cJ EX/S7TNG 'TREE 6'" HDPE"FOO nN� PE 6 500-GALLON CHAMBER % 4•2 '" ROOF DRAIN TO DAYLIGHT RCS � 1 TO B£ �RD7ZE•C7ED ( ) " *�r p,.e0 ,�''� ,-••. ,,. EXAC/'LOCA 17ON TO BE ` C O' 1• � W/24 OF STONE ON SIDES cp I t'� f AND 40" OF STONE ON ENDS N Q p ti r1,.f,a �`' I�ETE MINED ON 7HE REI D 0 1 SEE PLAN DETAIL +� � N / I �I r: t r '~ " ® �_ EXISTING WATER SERVICE PROPOSED VENT / `" �•.. _ "' J I,� � ,_. --_ (LOCATION A MARKED BY TOWN) 20 DIA. INSPECTION �•-► S / '` . .,. y f 1 N I "`j` ,••. `• '" - . A .._,� r''f '� THE CONTRACTOR SHALL STRIPOUT COVER (TYP. OF 2) PROPOSED GRADES UNSUITABLE SOILS SPECIFICALLY ! EXlS17NG BUILDING , (TYPICAL) THE AREA OF THE EXISTING + TO BE RAZED 880 / 4� m 26 / ., "`� \ h'---.�.. �ATL"R S£RtC£ '� _ /� DWELLING. SEE NOTE BELOW, PROPOSE? WALLS D \ TO BE ABANDONED '- // I `'�., SURFACE VENT. FINAL (`DESIGN BY OTHERS) J 27, 4 =� �,41$ ` NN --... -.. POLE ca !``' LOCATION TO BE PROPOSED 4" f'VC 92-5 I;. VENT PIPE MAN/FOLD f t� N 4� �° e PROPOSED PIA TF,k� -t� --�„ ,� DETERMINED ON THE FIELD. 1 PROPOSED 8 WIDE '� � �t,p ROOF ` , L- CF - �, `— -,, I Mj (TYPICAL OF 2) j w GOLF CART DRlIAr WAY W J LANE o --. 3 ?$8 t fn PROPOSED DRAINAGE SYSTEM f''-"` ► /f� �''� �, �`` \ ' `" �-.� l .. 4» .L..,F 36_ _ I CATCH BASIN R/M=27.72, ',° . U,�C,/XJ' i 4, EXISTING DRIVEWAY W-._ o !� ••,c• .�. � t� z M INV.=24.50 � '1 `` 0 BE ABANDONED `--- ' w� 1 �'':` , _ , •� .+, ,' �h GAILEY SYSTEM, INV. 1N=24.00 `:• C .� `,, 1 ' _.^ tp 'd` ' C, " y.r, 20 MIN. I GALLEYS W 4 STONE AROUND r•;,,*2;. a ` ' .'�` c� —� DES/GN BY THERS " ,': v a � � / �,,. �, 4,, I 1� J o r ,CLEANOUT m C I y 2 6 HDPE FOOTING do `\ �- APPROXIMATE LOC TON -w ^ `� :�'� ; : -00 ROOF DRAIN TO DAYLIGHT. �, -� ,� OF EXISTING GA MAIN I 7 M EXACT LOCATION TO BE '`�� 0 1 �" r- \ Q .,, DETERMINED 01V THE FIELD. �" , I •. +. D-BOX I •n 1 t EX/S G TREES �/ �� +y,' � � (6)500-GALLON CHAMBERS " 00 � -.. PROPOSED 15 WIDE DRIVEWAY , W/24 OF STONE ON SIDES I. r BE PROTECTED ROPOS MI ENCM DR 1 ' - PROPOSED ELECTRIC \ 77, — /� �/ l AND 40 OF STONE ON r►.:*''t! •�,, �,.,, ' J COMMUNICA 7701V ENDS •" 7s, •.. / INV= .50 `-., SERVICES CONOUITS �' " J �j ,w - ,,,, / I SURFACE VENT 1 "�';i; ,000 GALLON t� 4 DPE ROOF IN UTILITY POLE -�. �, •� w SEPTIC TANK ? j� RE ERNE •-r.,. ,�� CANNE WI ThI x -.� GALS' .SE/r WOF `• �. �. �; „ �.� �z AR ,,, Pf�'OPC S D ` - 1 (TYP OF ) h- ,,v�* y S77F S DRAIN. �'^ � /,' � .,, _E "�.,, � ..`:•,...(...1��! " . + 8 `''` '� l I PROPOSED f PkV m r 1 20" DIA. INSPECTION N VENT P/PE MAN/FOLD ,324 -•-.J INSTALL 2 STAN£'>// � '``• ---.. / COVER (TYP. OF 2) ) I�'! STRIPOU o ALGWG G " GYr DR/ �N'AY ry° £X/S77NG OVERHEAD ---ems '�'� z T NOTE. r � 1 QQ•°0' 10 W T FILL AIER/AL 1 SERNCES AND U771/TY �',� l I THE CONTRACTOR SHALL EXCAVATE S FT. ALL AROUND 57, » POLES TO BE REMOVED. `�` F-"'OTAL AREA / REMOVE AND DISPOSE ALL UNSUTHE LEACHING FACILITY AND ITABLE MATERIAL • SP/L G BEH/ND EES J .•' � � �' ' �Q 25 E C D AMR N HA L T r `"`4. ��.0 / REPLACE WITH CLEAN GRANULAR SAND CONFORMING WTH 1 17L/TY OMPAN/ES 61 '` 4� ! (DESI6W BY O7HERS� TNT: SPECIFICATIONS SET FORTH IN 310 CMR 13.253 (3). 2POLE Q 1 / '�-.� ., "� I �.J � ,.� ,.,s+,� PROPOSED DRAINAGE BENCHMARK: �� �� 4 r PROPOSED a /T �..,, � C�,/ ,..•% LEACHING SYSTEM. Q N 1 OF WC7Rk` ,` kVl \ J'�,r �t;•,y TOP OF CONCRETE BOUND �` ELEVATION 27.27 0 �' S77.27' „ � •, \ a� 9 ---..'_s E '�� SEPTIC SYSTEM PLAN DETAIL 0 r, 30 SCALE: 1" - 20' POLE 92-58 � 2fiNOTICE N/F r ;,• + Unless and until such time as the original (red) stamp of the 41) / .�i► responsible Professional Engineer, or Professional Land Surveyor JIM P. & GLENDA B. MANZi qp' appears on this plan: URBAN ACCESSORIES Q7 (A) no person or persons, including any municipal or other 24" SQUARE RIM AND GRATE / public officials, may rely upon the Information contained herein; and MODEL: STD ADA, H-20 LOADING �fl (8) this plan remains the property of Holmes do McGrath, Inc. CAST SILICON BRONZE STANDARD FINISH Contact Urban Accessories 6" HDPE, 48 L.F. 5=0.02 10/1/15 REVISE SEPTIC SYSTEM DESIGN & DETAILS LAC Tel.: (877-487-0488) FROM"YARD do ROOF DRAINS �p 8/24/15 REVISE SEPTIC SYSTEM DESIGN & DETAILS RLR MBM `� 4 j 7/2/13 REVISE ELECTRIC ALIGNMENT, REMOVE A C PAD RLR MBM Ii C. aalea4urbanaccessorles.com 6 HDPE, 34 L.F. 5=0.04 , , FROM TRENCH dr ROOF DRAINS. O 4 b 8" MIN PROPOSED 4' 1.D. ' 6/6/13 REVISE BUILDING, DRAINAGE SYSTEM & DETAILS RLR MBM D CA T cH BA SIN p { INV. IN - 2500 I " y� / 5/2$/13 REVISE GRADING, SEPTIC AND DRAINAGE SYSTEMS RLR MBM I 12 ADS N-12 DRAIN PIPE 1 F/LTFR FABRIC ALONG" ALL LEBARON MODEL LK 110 FRAME { K , - 46 L.F. ® S=o.Or �, GRAPHIC SCALE r. T- ADJUST WITH IN oUT=24.50 I I SIDE WALLS AND OVER AND COVER OR EQUAL. V 4/29/13 REVISE SEPTIC SYSTEM AND UTILITIES RLR MBM •, BRICKS AS SUBSURFACE LEACHING SYSTEM CRUSHED STONE: SET 6 BELOW GRADE. 20 10 0 20 60 4e_O" 4/25/13 ADD PROPOSED NEW UTILITIES RLR MBM o 22 t1 NEEDED. INSPEC77ON COVER 1 GALLEYS WITH 4 OF WASHED RE SQUARE SET TO GRADE CRUSHED S7LWE ALL AROUND ._ 4/17/13 REVISE PROPOSED DEVELOPMENT RLR MBM OPENING ' ( IN F�C>�T ) "II " NON-SHRINK GROUT 1'-6" - F 1 inch = 20 tL 4/12/13 LANDSCAPE S I ORRE PTO SCALE RLR MBM a PROVIDE 1 w 4 " ;.._ a -, DATE DESCRIPTION Drawn hecked o DRILL HOLE . 12" ADS-N12 k " �, �m ,fir m o m w7mm . z REVISIQNS O t/) d V " . 14ENiIPGE r r _, __W r J �:dzr Z—GAS TRAP — DRAIN PIPES r INLET '"" NOTE ----- �.. I S r- , 0 � �m �.�� , PLAN ` TO 1-1/2" ` ` oM ; ' , U ��A 1. HOUSE NUMBER: 1411 OF PROPOSED SEWAGE DISPOSAL SYSTEM _ 4' ;� ' DOUBLE WASHED ' " " _ `�; `; 1`� ; ' I �' �' a N 2. ASSESSORS NUMBER: MAP 017 PARCEL 01 O PR lo MIN. _ PROVIDE V" OPENINGS > CRUS STONE "`"' ra F PREPARED FOR " � ;_ , ��. _. m" © � 3. ZONING DISTRICT: BITUMINOUS JOINT r 3" I o RF, RPOD 1411 MAIN STREET, LLC -.� y � _ z , 4. FLOOD HAZARD ZONES: C FOR #11411 MAIN STREET yp " " d SEALANT (TYP.) " ; N �' > , ' 0 �� ��� 5, BENCHMARK: SEE PLAN , 48 f1 DIA. 3/4 TO 1-1/2 .- " �.... .. r''y �, V) (N MONOLITHIC BASE 6 - r� - fi TOPOGRAPHIC INFORMATION COMPILED FROM BARNSTABLE ,... as c-a cn COTUIT MA • . ,. .DOUBLE WASHED ._ ' ' `' 'I o o z m AN ON THE GROUND INSTRUMENT SURVEY. ° CRUSHED STONE o Q a •99 STEEL REINFORCED �= 7. ELEVATIONS SHOWN ARE BASED ON THE 4 SET ON 6" OF $*is FI'd'� CONCRETE 4000 PSI CONTRACTOR SHALL SCARIFY BOTTOM SET ON OF CRUSHED STONE SCALE: 1" = 20 DATE: MAR. 15, 2013 <�^�`tH OF �A�s CRUSHED STONE OF EXCAVATION PRIOR TO INSTALLATION GALLEY TRENCH INSTALLATION NATIONAL GEODETIC VERTICAL DATUM. s SET ON SOLID BASE 28 DAYS _ 12 �— OF CRUSHED STONE AND GALLEYS. 8. REFERENCE: L.G. PLAN 18041—D h of m es and ml ct�rlo th, in c. v�S AEA �- 9. THIS LOT IS NOT LOCATED IN A DEP APPROVED ZONE II civil engineers and land surveyors � N1c rr-r, � I 10. WIND EXPOSURE CATEGORY: B 205 Worcester ccwrt, suite A4 J508) 548-3564 (PISTYPICAL SOLID CATCH BASIN DRAINAGE SYSTEM PLAN 1/I WW R SCALE: 1/2" � 1' SCALE: 1/4" = 1' " - 11. THE ABANDONMENT OF THE EXISTING WELL NOTED ON THIS falmouth ma. 02540 508 5�48 -9672 (FAX) SCALE: 1/2 � 1 PLAN SHALL BE PERFORMED BY A LICENSED WELL DRILLER, , I DRAWN: RLR, LAC CHECKED. MBM R RUSHY MARsl i 2'I2 6 2121 66Drivewc .DWG JOB NO: 212166 DWG. NO.: 74-3-21E SHEET of 2 GENERAL NOTES DEEP OBSERVATION HOLE LOG NO. 1 1) No change to this system shall be made unless OTHER 315 35 SOIL SOIL TEXTURE SOIL COLOR SOIL FifnW abom and od�toca�t to sywtem shatif slope away at a m1n. of 21[ 2 Subject t oninwriting ieictonyduan econstruct on b� the 1 ) P g y DEPTH ELEV. HORIZON (USDA) (MunsNl) MOTTLING �1out� 4 d/am. coat h-on or Schedule 40 PVC,poo (t1ght /mints). Surface vent location to Board of Health and holmes and mcgrath, Inc. ON 2Q0 20'min. &stance (buNdhg to edge of Awrhing ayartem) be determined on the field, 3) Heavy construction equipment shall not travel 0-12" 27.0 A N Y M Ra07S 3-Removabl. coven over disposal system Burin or after construction. , 1 set to finished grade. P 9 B MA&E ! 10 min. distance Inlet and outlet access holes Removable access 4) Disposal system to be constructed In accordance AIV, ' to b. 24" min. � Diameter. Proposed D-box with access C 30 First FloaK '� manhole set to grade cover set to grade 30 with Title 5 of the State Environmental Code. El. 29.00 SEE DETAIL 5) A copy of these plans must be kept on the site PROPOSED GROUND SURFACE AC 2&5 -- 29,4± during the time of construction. A copy of these plans must be furnished to the 1 .. CLEAN 11 11 " DEEP OBSERVATION HOLE LOG NO. 2 4" PVC Pie BACKFILL - 2 layer of to contractor constructing the disposal system. mashed stone or 7) Before backfilling, the contractor shall notify SOIL Sal TEXTURE SOIL COLOR SOIL Pipe OTHER 15 & 19 L.F. IM 4" PVCPVC s 0,01 2' varies, s=0.01 min. Elev.-25.21 fi€ter fabric (aWucn '26 s 0.02 tu/d to - __ 32 ��--� IwN ',.•s, -' ,Zg Agent to inspect the system as constructed. DEPTH ELEV. HORIZON (USDA) (MunsNl) MOTTLING 7 8) If the contractor encounters an variation between ON ' » �. ti`p •4� .'Y the existing conditions shown on the plan and the M a 6" HDPE YARD DRAIN. S fa Of n Elev. 22,21 conditions encountered on the site, or any soil o-12 A (REFER TO DETAILS) ;:•. a•;' �• " { 2S 3 Y AM fR1A ROO1S 10. 4 *Foundation 9datton 1,000 Gallon 1,000 Gallon , compacted M „ :�';h , :. 24 ` , condition different than shown On the soil log, or = B fR1ABLE p '`:: •, =.1,1i.''b of to-1 _ „ I Vent pipe lateral, any adverse soil the contractor shall immediate) _ By Others N b N M stone ��' r .. double washed stone a " ` � p , y C 20 a ti -, �, :?' �. • `� each .���c::-ber. .-.: - b M b ,,,•�x,:4,;' �' 7 on sides and on 20 contact holmes an mcgrath, Inc. I VAX. 000 ~Gallon .,. t� ' � ends of chamber `e y k� d g nc• Holmes an�� r { ' dr i� : �.� S 9 �� and _,, �y,.t, �,c . , v , ,.. mcgrath, Inc. will examine the soil condition Two Compartment ,� , x `�'`M� and report to the owner any suggested revisions. Septic Tank ` \ P,;)tt( , o t 1� e j 1 DEEP OBSERVATION HOLE LOG NO. 3 6" LAYER O'' CRUSYED COMPACTED STONE UNSUITABLE SOIL STRIPOUT REQUIRED WITHIN PROXIMITY AREA OF EXISTING STRUCTURE PROPOSED TO BE RAZED, SOIL SOIL TEXTURE SOIL COLOR SOIL OTHER ,15 � 15 DESIGN CRI_MRIA DEPTH ELEV, HORIZON (USDA) (MunsNl) MOTTLING salt 15' do 20' ,32 VARIES Number of bedrooms 2 Equivalent to 220 gal.'s/day ON 230 Foundations Septic Tank D-Box Chambers Proposed Office Space:1,120 sq.ft. Equivalent to 84 gal.'s/day „ Minimum design required *330 gal.'s/day O -12 22.0 A IVY A FNAK& R007S SEPTIC ('�� S IPOUT NOTE: *Minimum design per 310 CMR 15.203(2) =. * B , ' I ;�.LLis1s E G NiRAGf SHALL EXCAVATE S FT, ALL AROUND Garbage disposal unit: NO32t C AIMUM SAND 2,3Y AWE , SCALE: 1/4" = 1' THE LEACHING FACILITY AND DO TO THE "Cr LAYER, Leaching area - capacity required: 330 gal.'s/day - REMOV'E AND DISPOSE' ALL UNSUITABLE MATERIAL AND Side area proposed: 328 sq. ft. " REPLACE WITH GRANULAR SAND CONFORMING WITH 4 PVC VENT PIPE SPECIFICATIONS Bottom area proposed: 56 s ft. 8 TI"IE. 4FcCIFICATIONS SET FORTH IN 310 CMR 15.255 (3), P P q l' SCREEN Total area proposed: 896 sq. ft. INSTALL POLYLOK FLOW EQUIL.IZERS BOTH SIDES 3, Proposed leaching capacity 663 gal.'s/day DEEP OBSERVATION HOLE LOG NO. 4 ALL OUTLET PIPES FROM THE ON ALL OUTLET PIPES I DISTRIBUTION BOX SHALL BE 1" FINISHED GRADE Water supply. TOWN SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER MIN, Precast concrete units: H-20 loading design SOIL SOIL TEXTURE SOIL COLOR SOIL OTHER0 Septic Tank Required Capacity (200% Compartment): 660 gal's DEPTH ELEV. HORIZON (USDA) (MunsNl) MOTTLING �� g _ s» OUTLET ,• Septic Tank Required Capacity 100% Comportment): 330 ai's ases x KNOCKOUTS Minimum Combined Septic Tank Capacity, 310 CMR 15.223r1)(a) & (b): 1,500 gal's 0" 2.13 { x I Proposed Combined Septic Tank Capacity. 2,000 gal's 0=12" 22.8' A R007S INLET 28" •' ' '' CROSS COUNTRY PAVED SURFACES OUTLET - " 209 B MA&Z • R TO LANDSCAPE REFER TO DRIVEWAY DETAILS { / ? �' 12" • 1O» PITCH PLAN F SURFACE 't- C ' "' r ' SOIL TEST (P# 13899) " : ti TREATMENT 4 4 PVC VENT PIPE CROSS COUNTRY PAVED SURFACES Date of soil test: 3/22/2013 suRFAtc GROUND i° PLAN rJECTION CROSS—SECTION Test taken by. L. CARREIRO s� FERTILIZE, SEED, LIME, VENT PIPE DETAIL f ' AND MULCH. L REFER TO DRIVEWAY DETAILS " Results witnessed by. D. DESMARAIS " 9 HOLE DISTRIBUTION i_BOX (H-20 LOADINGS Percolation rate- MIN./IN. SCALE: 1/2" - 1' Ground water NONE ENCOUNTERED EXISTING MOUND CONTRACTOR TO FURNISH 6 VALVE SURFACE g BOX SET TO GRADE IF INSTALLED WITHIN i SCALE; 1/2" = 1' ,ARMING TAPE NSTAL,LATId. . COMMON FILL MATERIAL, » DRIVEWAY AREA (H-20 LOADING). TI'IIN 30' OF SURFACE I » '•. " CIA PAC STONE SIZE e , CLEAN OUT SET WITHIN 6 OF FINISH GRADE I 8.83' ` `, 1 . COMPACT IN t 2" IaFrs • . -- -•---- ------'- ---- BACKFILL TO �® � I ��e WITH MECHANICAL TAMPER (WATERPROOF & WATER-TIGHT) " 11 °,ACC? ACID "C IcAC"TED C4VEs, UNDER AL PAS �F�S, Filter fabric or 244,83 24 \ , \ / -.+�- A� I'?ESCRI :;r n:yl TI�Iia. " 4 CAP SET 6 2" layer of J" to SPECIFICKnONS f " " washed stone ° BACKFILL AP r I 4" PVC BEND INLET ;� 12 -0 O LIFTS (MAX.). COMMON FILL MATERIAL» 4" PVC BEND " G CTED MATERIAL- - ,s 1 _0" MAXIMUM STONE SIZE 8 . THC€9CNLY CCPAC COMPACT IN 12 INCHES " t1 " o o a SEE DETAIL FCR PROTEC` 01 uNaSTURBEO 4 PVC MANIFOLD 4 . * ., 24 in, Of t0 1 double G! O O . . NEAR TC rY"aTEI - EARTH T , PER UNDER ALI.ICAL washed stone on sides and 500 Gallon Chamber PAVED AREAS. PITCH 40" of stone on ends '' ° % ----- WATER SERVICE SELECT MATERIAL an ( } THOROUGHLY a C AM LLATION DETAIL TENCH C ON cOUPAc�O' 4" PIPE CLEANOUT (C/O) DETAIL 3-20" Diameter Access Holes �i._�E ��; C NOT TO SCALE NOT TO SCALE �, NOT TO SCALE 6'-6" DRAIN PiPE OR 4 GAS PIPE 0 OUTLET URBAN ACCESSORIES 24" DOUBLE WAVE MODEL MODEL: STD ADA H-20 INNER DIAMETER +1' ALL ACCESS MANHOLE CAST SILICON BRONZE PAYMENT WIDTH COVERS FOR SEPTIC TANK, NATURAL RAW FINISH URBAN ACCESSORIES AND LEACHING STRUCTURE - " DRAIN &AS PIPE TRENCH ., SECTI,O. CE ° Baffle Contact Urban Accessories I 24 DOUBLE WAVE MODEL N " SHALL BE SET TO FINISHED Tel.: (877-487-0488) N� cv MODEL: STD ADA H-20 � 4 GRADE. FURNISH H-20 RiM saies�urbanaccessorles.com I I CAST SILICON BRONZE NOT TO SCALE unless and until such time as the original (rod) stamp of the f NATURAL RAW FINISH responsible Professional Engineer, or Professional Land Surveyor i f AND COVERS SET TO FINISH FRAME do COVER appears on this plan: OVER "T'S" Contact Urban Accessories GRADE. (A) no person or persons, including any municipal or other Tel.. ($77-487-0488) public officials, may rely upon the Information contained herein; and STEEL REINFORCED PRECAST CONCRETE ---' -4' - 10"-` - -' solesR'�urbonaccessories.com (B) this plan remains the property of Holmes do McGrath, Inc. 97- CROSS COUNTRY PAVED SURFACES INLET PLAN ViEW PRECAST CONCRETE '• °: '"" ^ � • • ' " 10/1/15 REVISE SEPTIC SYSTEM DESIGN & DETAILS LAC ,G TANK RISER 4" KNOCKOUT 4 LOAM AND SEED REFER TO DRIVEWAY DETAILS 8/24/15 REVISE SEPTIC SYSTEM DESIGN & DETAILS RLR MBM 4" I 4" 77 7r__7 Removable Covers ° I SURFACE GROUND 6/6/13 IDENTIFY SEPTIC SYSTEM COVER MODELS RLR MBM dearan sum iced M ® 5/29/13 REVISE PROFILE ELEVATIONS RLR MBM e� 20 `l~EERKNOCKOUT , . , f 1 4, �" 4" KNOCKOUT \ DIAIIE T 4/29/13 REVISE SEPTIC DETAILS RLR MBM f f 4 4 t !NSP C 1ON I N Y " 2» min. inlet to outlet i 2" INLET ".f COVER 4/25/13 ADD PROPOSED NEW UTILITIES RLR MBM INLET 8 Liquid level 6" OUTLET ``�- ORDINARY BORROW 4/17 j13 REVISE SEPTIC PROFILE RLR MBM o o S :r 4" KNOCKOUT I ;�. a 4/11/13 ADD TANK CALCULATIONS AND MIDDLE ACCESS TO TANK RLR MBM •- E •- •- N W 6'-0" a TAPE LNG 4a DATE DESCRIPTION Drawn hacked 5 -0 " " -�-� -- R E V I S 1 0 N S i 4 -0 min. 4'-0" min. 4'-0 min. • Liquid depth Liquid depth Liquid depth ALL WALLS ARE " THICK SAND BORROW CONSTRUCTION DETAILS Gas baffle Baffle Gas baffle .• 4" " k OF PROPOSED SEWAGE DISPOSAL SYSTEM PREPARED FOR f - ♦ M 1 " 5 -6 4 1411 MAIN STREET, LLC 6" ` ' 4 •. 4 FOR #1411 MAIN STREET 14 Ai IN ''J M I 1 + '� i• f. •t' -N i " " 1 V { .• 11 -4 - 5 -10 :�.. COTUIT BARNSTABLE MA r� � I � "• PROPOSED TELE/COMM , ;. d i C , �"'°� AND ELECTRIC SERVICE R E — ON UNDISTURBED BASE 3" 3" 3" CONDUITS. QUANTITY TO SCALE: AS SHOWN DATE: MAR. 26, 2013 -._.. -.....-...-.-.-8 - b --- -..-_. _ - 14 BE CONFIRMED WITH UTILITY COMPANIES. holmes and m C rath, Inc. civil engineers and Ion? surveyors ' ,TWO COMPARTMENT 2.000 GALLON SEPTIC „ TYPICAL ,. L�- Q UNDERGROUND TELECOM_ILLECTRIC TRENCH SECTION 205 Worcester court, suite A4 �508) 548-3564(PEE) SCALE. i 2" 1' H-20 LOADING ° SCALE: 1/2" = 1' (H-20 LOADING) / ) NOT TO SCALE falmouth ma. 025Q 508 50-9672 F a DRAWN: LAC CHECKED: MBM R\RUSHY MARSH`,,21216 212166D6r wa ,DWG JOB NO: 212166 DWG. NO.: 74-3-21E SHEET 2 of 2 --------------- ------ JOB NAME p7l "T" RUSI Y MARSH FARM Co tu it, Massachusetts JOB NUMBER 12.3 22 WORKNOTES (Notes shall be considered typical for items identified and shall apply at all same and similar conditions; all locations may not be noted.Worknotes:ate arranged by specification division.) 2A 4"perforated pipe foundation drain.Refer to Foundation drawings for layout. 2B Underground utility entry sleeves.Number and Size as required by field conditions. 2C Finish paving,refer to site drawings, 2D Painted Galvanized hub pipe to receive copper leader;connect to storm line pipe to daylight. 3A 4:concrete slab.Refer to Foundation drawings. 3B 4:reinforced concrete pad on 6"crushed stone for condensors/generators.Verify size with HVAC subcontractor, 3C Beam pocket. 3D Concrete footing an cast-in place concrete foundation wall. 3E Concrete Shelf. 3F Parge coat at exposed foundation areas. 3G Concrete Foundation wall and footing-typical. 3H Anchor bolts,See Foundation Drawings. 4A 2"Bluestone treads or caps-typical. 4B Monolithic Stone Tread&Riser. 503 4C Stone veneer, 4D Mud5et paving. 4E Paving set on stone dust. 4F Clay Flue Tile.Size per fireplace opening or boiler capacity. 4G Bluestone stone cap(thermal top-rock face edges) 31'-11 4H Stone chimney cap.Thermal top&bottom,rock face edges.Refer to details. 41 Finish paving-see site drawings. 21-1111 41-1111 5A Steel column-see structural framing plans. 2 221-411 1'-8" L 2 56 Galvonized metal grate with emergency exit hinging. 5C Galvonized metal safety grate. 5D Bronze Handrail-See detail. 5E Structural Steel-refer to Structural Drawings. see wall sections. Painted wood trim 6A 613 Solid wood radial trim. ----------------------- 6C Painted wood beam. 500 I F D 5/411 x wood trim-painted. 6 [94'-3 1/2" 1 6E Vertical grain fir beadboard-spar varnish finish. 6F Wood rake assembly-see sections. -T-A 6C Structural post-see structural framing plans. 6H Painted wood eave assembly-refer to wall sections. 421-9111 ------ L----- 2 L 61 Painted wood light fixture escutcheon. 61 Polystone Column-sleeved not split. 6K 5/4"flatboard and crown-painted. 2 6L Wood crown painted finish-typical. 251-5311 141-611 16 8 re) 0 6M Recessed panel.Marine grade plywood or MDO. 511 ill 7 7 6N Wood bracket-see detail. 3n 1 2 1-1 Z' 2'-1 Z 1-018 21 1 60 Wood railing assembly. 21 6 101-1 Oill 12 1 1 0H 16 L 811 1L 9 L 2 ;41 8 L 2 16 8 - 0, T.O. WALL 6P Removable screen/storm sash System. 971-611 5Q Custom(Brass)screened soffit vent. 611 Painted wood beam _01 T.O. 65 Painted wood pe N 2 6T Shingle pier. 401 6U Shingle sweep. �A4011 6V Shingle reverse sweep. eweIr 6W Painted wood apron board. -- ------------------------- T.O. STEM 5X Painted wood radial beam. J_ by Stained top rail with painted spindles 77-7 99'-8 5/8"_Q� 6Z Saw cut shingles T.O.SHE LF/WALL Ah I L ---------------------I [94'-3 1/2" ] 1 T,O.SHELF ------------------ _j --- ------j 7B 4"copper down pipe. 97 -V ----------------- --------- 7A 5"half-round copper gutter and 41'round leader. [93'-0"1 9O 8'-0' 7C 16oz.Copper flashing with drip edge. 17, 77 7D 16oz.Copper flat-seam roofing,soldered, 7 777 _77 11 7E 16oz.Copper open valley flashing. C1) 7F 16oz.Copper step and through flashing, ----------- - - - - ----------------- ------------------- _j _$,T.O.SHE_F -- �Y.�6) S�ki E�C� 7G Continuous copper ridge vent-See detail. T.O. SLAB= a, [94'-3 '11/2" [94'-3 1/2" 1 7H Copper thru wall scupper. 971-611 1 -sT.O.SHELF 991-211 981-511_('� I P I I . 71 Cedar roof shakes @ 5 1/2"To the weather. T.O,IIELF/WALL T.O.SLAB 98'-0" T.0.SH E T.O.SHELF 98'-10" 7K 4"2 In.closed cell polyurethane insulation. 7L 6"2 11b.closed cell polyurethane insulation. 971-611 Step ftg.l-- Step ftg.L 7j 1 6oz.Copper cricket. 011111 _j 9 8'- ----- - ------------ 971-6" f [93'-3 1/2" 1 [93'-3 1 7M Sound insulation batts. ------------- 11 . �I - I I m I cc • _L 70 R-30 Batt insulation 7P 16oz copper flashing. T.O� F Step ftg.r SHE 'a J 4 Step ftg.I ` 7Q Copper Weathervane or finial-see detail. L 7 _$1-97'-61! 1 -IN 7R 16oz Standing seam copper roof. --------- Sewer [92'-3 1/2' 1 [92'-3 1/2" 1 1 0 I ----------------------------------- -I F--------------------- ------1 75 Cedar wall shingles @ 5 1/2"T.T.W. T [93'-Oil S;jHjELCF/ 5 J a,bl on 7 7T Cedar Shingle Hip units-typical. S _L4 T.O.� [93'-0" — min, .1 7 rade, I C ts. .1m Step ftg., 7U Wood soffit exhaust grill 1. 5/k"" 981-511 S1 ep ftg.If-- .1 1 99' 410", 1 11 1 1 7W EPDM Roofing membrane I.F [91'-3 1/2" 1 91'-3 1/2" 1 7X 3/8"Roofing protection board at sleepers Crawl Space _$,T.O.SHE j j , I Step ftg,l 7Y Cedar Ridge Cap 97'-O'l r- 500 I - I- tg. 13A Gas stub-up for fireplace. I J .41 Step f T.O. SLAB= I I Sim. I lt4 I 15A Condensor Location. -IN r Step fig. �1, -4 951-5 Y211 [901-3 1/2" 1 1 1 15B Appliance vent cap. 7T . I I. � = r, N 1, L I 5C Freeze proof hose bibb. I <X CY) In - I I, I T.O.SHEL T O. SELF/WALL I - I I' . r14 N 15E Plumbing vent-Copper Clad, 7 15D Exterior Drain Location. Step ftg.r 0 r5 I 711r. 1 0 'A T.O.WALL-0, DRYER EXHAUST PATH 15F Mechanical chase for supply/return @ second floorµ hood exhaust 961-611 9&-011 7- _V 5G Gas eter 94' �811:6" -11 1/2" 1 1 1/211 15H Exham I v nt-Copper Clad. us I 1 0 3 --------------- [89'-3 151 Kitchen hood exhaust vent-Copper Clad, 1:, 1 -1 ---- --- -------J_r _$j.O.SH E�l 500 -Ir i — — 961-011 -$,T.O.SHELF ftg.L 16A Electric meter. Step 16B Electrical sub panel. T.O.STEM 7 16C Decorative Exterior a Sconce. �[91 l-U` [92'-0" [93'-0" 981-511 -0- -1 . —I :- 1 __ , ___ - - - _____ F ------- -- ----------1 �,�l 0 STE Ln zrn j ul Lr) ----------------------- S 99'-8 5/8" j Ln N ------ ------- J, T. SHELF rn --A _1�I . ,, I I rn - i I la 11 1 i \ 1 11 11 1 ' T.O.SHELF-0- L? T.O. 99'-8 5/8" u?. J [FC U-1-1 ------- ------L-------��_J, - 77 9-7--6 981 Oil CT 06854 r 18 MARSHALL S':, ET, SOUTH NOR ALK. M F1 W D T.O.STE U � - - 1 11 11 1 = T40=1H F ------- - --------- -- EJECTORT MP rn 1 '8 [92'-0" [93'-0" 1 99'-8 5/8 1 ___\T�.�.SWEL� 400 SHOPE RENO WHARTON T.�.�JETL 98'-511 rn T] _1$� !: "l, = I 0r)l " ",1,- - 1 �2 1 71-4311 5'-1 951-011 j 1 4 2 2'-10" T.O.SHELF lilt -1, I. wand Room Room shoperenowharton m T.-03.852.7250 !Basement Stair' T 941-611 .. ...... ... 2'-1 1�16`4 L---___-_-_- _$�97 UPI -s,T.O.SHEL Step ftg. 141-6111 91 141-6111 21 LQ03J I I 2 2 T.O.STEM F '-8 5/8 _j 9 T ORIENTATION SEAL 7Lr4; 2 _$,T.O.SHEI.F 941-0111` i bEN-40 -------T.O400 .0. SLAB= 0 ----=1 1 7 -91 1 17�4' 4 W 941-211_j t IN HE F ectric/ 93'-6' ri 71-9111 4 2 4 -Aeter Crawl Space location T.0.S H ELF' Mechanical Room N- _j ?6 T Step ftg. 98' 511 & 9 _6�HE F S 500 d • T. SHELF 0 1 L 0 C? CL 98 -nil I/�4 E 00 500 T 0 SHE F [901 0[1 [93'-Ou 1 O.SHELF 1 91 0111 1911-0111 t92 - Electric, T.O. SLAB= L R5 - Ln Ln It cc ------------ --------------- -------- ---------------------- --- ------- ------- -oil !14 901-7 Y211 921-6 ------- _j 971-611 AC lines 21-611 811611 �4 & Water 7-------- 7 cl WATER METER VALVF DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL T _7 7 • SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. �7 T� 1-7'j,- _T 7 17- 7 ---- ------- -- -------------------- -------L-- ------- -------L- ---------- ------- 1 10111 THESE DOCUMENTS ARE NOT TO BE USED IN WHOLI RT,FOR ANY /5 - 11 1-7Z` co 16 8 S H U OFF i t^1 OTHER PROJECTS OR PURPOSES,OR BY ANY OTHER PARTIE , HAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN F AUTHORIZATION OF SHOPE RENO WHARTON ASSOCIATES. 61 ELF T.O.SHELF-0 T.O.SHELF T.O.SHELF-o- O.SHELF-o- T.O.�SHELF T'O.SHELF 171 I - -0- V". I I I I \ j :AT T.OS ELF T.O.SHELF -O-SH -011_0- — 951-011 971-011 7�77 '-F 991-8 5/8"c__417 931-611 94 941-611 951-611 961-011 6--6" [89'-3 112" ] 921-611 31-011 Water ISSUE DATES T.O.SHELF j G re) 11-F op! ,11 Meter -7� location V --------— [89'-3 1/2" ------- 4 S ---------------- 4 21-811 V 21-1"1 O.SHELF N e�\,,� 11 --1 401-811 2 421-9111 2 sT.O.SHELF -4— --------------- T.O.SHElF 981-011 )11-0- -------- -- _j ---------- g 2'-1 31-54 41-11 all 81-10311 7 1-10:a-` 11-311 2 16 8 4 6 2 2'-10" 2013.12.24-Issued for Construction Ai 31'-11 cl� 2013.11.15-Issued for Review 500 500 JcES't 2013.08.12-Issued for Construction Mod- FOUNDATION PLAN 1/4" 11-011 SHEET TITLE 130 2-9 ���OO JLI 1302 LEGEND: FOUNDATION PLAN ELEVATION NOTE: Indicates top of wall, XX (3-11 11"OUNDATION PLAN XXI-Xil shelf, pier, slab, etc. N.G.V.D. ELEVATION 29.0 ARCH. ELEVATION 100'-0" [XX1_ X 11 indicates bottom of Grp footing N.G.V.D. ELEVATIONS ONLY APPEAR ON CIVIL & STRUCTURAL DRAWINGS. ALL OTHER ARCHITECTURAL DRAWINGS REFERENCE ARCH. e ELEVATIONS. *Provide sleeves or coord. for core drilling through foundation wall for all utilities as required. SPOT ELEVATIONS SHOWN WITHIN (Z�Q 0 Coordinate w/mechanical, site, and civil drawings. *Coordinate w/waterproofing system. Provide seals and THE HOUSE REFERENCE FINISHED leave water tight. FLOOR SHEET NUMBER flnn. a ON 00 IN 10 ml 011 L U U M FAR<M 401 r ew, �F Lill 9\� T 0 L4 T OS -77 \11 T.' SH roo-4L 98 .VO.S H F L 9 7 Nil .. ------ -- -- ,_1 10 �q T.Q�.SHELF T.�.SHELF T.O.SHELF T. SHELF T.O.S I T.O.SHELF T. Water JOB NAME i 1 z : � U S MARSH I > Fps �.� Cotuit, Massachusetts - JOB NUMBER 1232 WORKNOTES (Notes shall be considered typical for items identified and shall apply at all same and similar conditions; all locations may not be noted.Worknotes are arranged by specification division.) A 4"perforated i foundation drain. e o ion drawings for layout. 2 Pe a pipe ou dation d a Refer t Foundation g Y 2B Underground utility entry sleeves.Number and Size as required by field conditions. 2C Finish paving,refer to site drawings. 2D Painted Galvanized hub pipe to receive copper leader;connect to storm line pipe to daylight. PP PP PP 3A 4"concrete slab.Refer to Foundation drawings. 3B 4"reinforced concrete pad on 6"crushed stone for condensors/generators.Verify size with HVAC subcontractor. 3C Beam pocket. 3D Concrete footing and cast-in place concrete foundation wall, 3E Concrete Shelf. 3F Parge coat at exposed foundation areas. 3G Concrete Foundation wall and footing-typical. 3H Anchor bolts,See Foundation Drawings. 4 4A 2"Bluestone treads or caps-typical. 503 4B Monolithic Stone Tread&Riser. 4C Stone veneer. 4D Mudset paving. 4E Paving set on stone dust. r l u 4F Clay Flue Tile.Size per fireplace opening or boiler capacity. 1 29 -]- 4G Bluestone stone cap(thermal top-rock face edges) A3Q5 2 4H Stone chimney cap.Thermal top&bottom,rock face edges.Refer to details. r n ' u ' u 41 Finish paving-see site drawings. 2 -6 20 -0 2 -6 SA Steel column•see structural framing plans. 01' '4' ' n n t u r u '_ " '_ n '_ a t_ a 5B Galvonized metal grate with emergency exit hinging. 2 11 -2 10 1 -4 15 -8 1 4 10111 2 1 4 3 9 5C Galvonized metal safety grate. 5D Bronze Handrail-See detail 5E Structural Steel-refer to Structural Drawings. Landscape 6A Painted wood trim-see wall sections. Restriction 6B Solid wood radial trim. = Set back 6C Painted wood beam. N 6D 5/4"x wood trim-painted. r ------- -------- ---------------- -- r 6E Vertical grain fir headboard-spar varnish finish. _ - _ 6F Wood rake assembly-see sections. .:::: ::::::..... O I UN 1 O 6G Structural post-see structural framing plans. -- ----------- -------- `----- ;i 6H Painted wood eave assembly-refer to wall sections. d 61 Painted wood light fixture escutcheon. g 61 Polystone Column-sleeved not split.. 2 1 --- ------------- ----- ---' 6K 5/4"flatboard and crown-painted. 1 I __ .. I 6L Wood crown-painted finish typical. 401 401 500 I' 6M Recessed I I I I 6N Wood bracket-.see detaglrade plywood or MDO. 1 60 Wood railing assembly. I Covered Porch 1 25'-03" 14'-8" 35" I I 109 I I I 6Q Customb(Bra s)screened soffit vent. 8 �_ _ - 6R Painted wood beam, I DIN I I Cb N o 65 Panted wood post. 2'-63" 10'-21 5'.-61n, 3'_ 3n 101_71n 7r_78'r � cv � I I 1 I N 8 2 4 4 -' 6T Shingle pier. _ 2 N I I I I I 1 � N 6U Shingle sweep. �I ]'-4" ]'-4" 6V Shingle reverse sweep. 6W Painted wood apron board. 1 I ( 6X Painted wood radial beam. 2'-5$" 9�- 4u 2'-58" J L 6Y Stained top rail with painted spindles F_- -- - - 71'_73" 1 4'-103" - --- 6Z Saw cut shingles 8 g I I. L I I I 1F.F. cV I 28'-6° 7A 5"half-round copper gutter and 4"round leader. -' 7B 4"copper down pipe. A 7C 16oz.Copper flashing with drip edge. r-- ------ --------- --� 7D 16oz.Copper flat-seam roofing,soldered. 1 DN I _Co. I 7E 16oz.Copper open valley flashing. ———— —————— p' 7F 16oz.Copper step and through flashing. 101 I 7G Continuous copper ridge vent-See detail. - - - ----- - 7H Cedar roof shakr thru les®Sp l2"To the weather, ---------- ---------------- -- -------- -1 Covered Porch ----- =1G0 riles LN00 ;- 1 71 16oz.Copper cricket. f ----- -- I I 1 08 , I n' — — — — I _ 7K 4"2Ib.closed cell polyurethane insulation. r I F,F, -cN I 15C � 7L 6"2 lb.closed cell polyurethane insulation. J' F.F. 29'-0" ----- 7M Sound insulation batts. DN I ' u �(� I L 70 R-30 Batt insulation A A 28 -6 I A ---- 7P 16oz copper flashing. er athervane or Kitchen - Dyy � 7RQ 16ozStanding seam copper roof. detail 1 N Ml� LL ' 7S Cedar wall shingles @ 5 1/2'T.T.W. -- ----- ----- -- 00 304 - to �. A70 I I. exhaustgrill 1YP a 1 10 See 4 I 7T Cedar Shingle H' is er 1 SdSee A701 29 -0 I _____ _, + Ml� 7X EPD Wood soffit exha M Roofing membrane I 15C 102 I -- . OT— " ( 7X 3/8"Roofing protection board at sleepers A 1� l Lrt 7Y Cedar Ridge Cap O [KD \ O I M O t N _ 13A Gas stub-up for fireplace. Ln I 1 O$ 15A Condensor Location, O i 3" i �� I 15B Appliance vent cap. I - f 3' 6r, 1 4 -1 i 8 2 -1- I 15C Freeze proof hose bibb. _ I 1 15D Exterior Drain Location. _ L-- - -------- -- --- ----J - 1, cV I > ' 15E Plumbing vent-Copper Clad. IEnt M M - ---- -- - -- - -------- - - --------- - - ---- r 1 u I 1' , r - - 8 42 ^ 1 ; 15F Mechanical chase for supply/return®second floorµ hood exhaust -62 31-24 100 See A700 p p cal N _ 15G Gas meter - I ^ r- r- -1 CO 15H Exhaust vent-Copper Clad. I 1 l N ( _ --- - _ - --- -------- - - ----- --- L D I n I n g Room -- - r ' u '� 151 Kitchen hood exhaust vent-Copper Clad. 16A Electric meter. �l� 111 See A704 i -ICD — J 1 -6 2 -0 = �n I lrr � O - - - s� F- o 1 2 5'-04" 8'-9" 6 1 _, i _ - - 16B Electrical sub panel Y F- Q N C4 / N N LLJH -IN I I F.F. I DN"� �, Z a� i �M 16C Decorative Exterior Wall Sconce M I 28'-0 1 to7 2 ta' i I Ln tog 15F Ml� I Y F.F. I Golf Cart Storage I - U --- -------- --------- 1 1 — — — - _' ' I8 MARSHALL STREET, SOUTH NORWALK. CT 06854 106 See A7xx -- O \ t03 — — — — �' I �o`° N CL SET r-� N' �LN 1 5osLn S H O P E RE N O W H A RT O N - - Mo N - M I �`+ 400 - 14'-43" N 3'-OZ" 4'_32" 3'-OZ° 2'-O8" 2'_03'i 52r `" 9'-10" o 0 o4 s - -....... ...... ..... . ... ......... ......... .. _.. ....... ......... . ... .... ... ... .. .. . ... ........ _.. ,_... , _. _ _ .. .-. _... - _ .- O _ _ shoperenowharton.corn T.2 O 3.8 5 2 .7 2 5 0 C L................I.-- • —� - A tt1 { ... 1 1co _ I H a IT c•� o, N I \ I N Po�•vderM , 37, 1 I A300 303 I 101 See A701 I I 112 See 705 - 8 - I r•lN trip O 1 105 104 I 1 1 I 1� CL SET M U I ORIENTATION SEAL 1 �, — — — Stair Hall 1 I I A301 A304 1 r.1 114 See A705 = I 112! -I 2 Office 2 Office 1 �� H W r-� 1" ' lrr = _l� a 8'-43' l J o A Conference 103 See A702 1 112 1 -112 10�. Se A700 c ��� o _ 2 Y- f-- i r I - "' 107 See A70?` u' `., - _ n1 3 -83" 1 "I'-103n 1 '-103n 1 r w N , - - - -----L--- 4 2 8 8 2 3'-8" 3'-8" _ - --1--_ N r S _ I 1 - - ---- - - -- -------------- ----_----- L- MN 14'-44" 9' 52n 2 1 '-44rr r 3 u ' I 1 ; 4 4zo 1' E 1 '�� Zr) A M co I o -� DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. c.1 n51� L I V I n ROOnI ', < f <` ' _' THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR ANY _' ' 1 13 See A]05 OTHER PROJECTS OR PURPOSES,OR BY ANY OTHER PARTIES,THAN THOSE O -' PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN M i AUTHORIZATION OF SHOPE RENO WHARTON ASSOCIATES. ! A A A A A A I I �Ico I o I - ISSUE DATES I r6'-O3" 2'-83" 6'_515n 2'_83n - '_03o ' SIC -- -- -- --- --- --- ---- ------'------ --- IT --------------- -- ---- ---- --- --- --- ---I 4 4 16 4 N 4 1 r, _ - IN I IN ]" ' 3n 3b 1_ln 3n ]' 1 1" 3'-53" 3'-53" 4'-17" -^ I � N ii3 �t� I �^ 8: - 4 -18 3 -5-4 3 -54 7 -116 3 - 4 16 4 4 8 �' i �' 1 1 N 4 N I 40 -0° -J DN y _t ' _ I-- -- - -- --- -- - -- ---- ---- - := =- - -- - - - Roof Overhang Landscape Above, Typ. Restriction 2014.11.18-Issued for Construction 2 Set back g'_013" 6'-103'r 9'-013" 2 16 8 16 23'-0" 25'-0" 2013.12.24-Issued for Construction \ $ 2013.11.15-Issued for Review 500 1 2013.08.12-Issued for Construction A302 SHEET TITLE FIRST FLOOR PLAN A210 1/4" = 1'-0" SHEET NUMBER C A i ----------- ---------------_ ------ ------------ .......... JOB NAME 1912 RUSE " ' MARSH FARM Cotuit, Massachusetts J 0 B NUMBER 12.32 WORKNOTES (Notes shall be considered typical for items identified and shah apply at all same and similar conditions; all locations may not be noted.Worknotes are arranged by specification division.)- 2A 4"perforated pipe foundation drain.Refer to Foundation drawings for layout. 2B Underground utility entry sleeves.Number and Size as required by field conditions. 2C Finish paving,refer to site drawings. 2D Painted Galvanized hub pipe to receive copper leader;connect to storm line pipe to day ig t. 3A 4"concrete slab.Refer to Foundation drawings. 3B 4"reinforced concrete pad on 6"crushed stone for condensors/generators.Verify r4 size with HVAC subcontractor. 1A 3C Beam pocket. 3D Concrete footing and cast-in place concrete foundation wall. 3E Concrete Shelf. 3F Parge coat at exposed foundation areas. 3G Concrete Foundation wallan fo ting-typica. 3H Anchor bolts,See Foundation Drawings. 4A 2"Bluestone treads or caps-typical. 21'-10" 4B Stone veneer risers. 4C Stone veneer. 3n 7 4D 41- 131-8-11 41-0111 .Mudset pavfng. 01 16 4 4E Paving set on stone dust. 4F Clay Flue Tile.Size per fireplace opening or boiler capacity. 4G Foundation vent. 1 T-32 51 31-5311 5 2'-3 4 L 8 L 4 L 8 2 L 4 Landscape 4H Stone chimney cap and mortar wash.Refer to details. Restriction 41 Finish paving-see site drawings. Set back 5A Steel column-see structural framing plans. 5B Galvonize metal grate with emergency exit hinging. 5C Galvonized metal safety grate. 5D Bronze Handrail-See detail. 5E Structural Steel-refer to Structural Drawings. 6A Painted wood trim-see wall sections. 6B Solid wood radial trim. Roof Below, TYP. r2 6C Painted wood beam. 1AV �Wlr WOO 6D 5/4"x wood trim-painted. 6E Vertical grain fir beadboard-spar varnish finish. 'Y 6F Wood rake assembly-see sections. 6G Structural post-see structural framing plans. 6H Pamted wood eave assembly-refer to wall sections. 61 Painted wood light fixture escutcheon. 61 Polystone Column-sleeved not split. 6K 5/4"flatboar an crown-painted. 6L Wood crown-paintedfinish-typical. 6M Recessed panel.Marine grade plywood or MDO. 6N Wood bracket-see detail. 60 Wood railing assembly. Custom 'c en 1"o sh 6(2 �kasrscreened os it ',,I?t!em 6R Naturalwoo earn. 65 Painted wood post. 6T Shingle pier. 6U Shingle sweep. A A L 6V Shingle reverse sweep, 6W Painted wood apron board. 6X Panelized 1pe Decking I x6-1/81'spacing, F 5Y Stained top rail with painted spindles �j F_ jJj 6Z Saw cut shingles Roof Below, TYP. 7A 5"half-round copper gutter and 4"round leader. 7B 4"copper down pipe. Closet 11I Closet Lr) 7C 16oz.Copper flashing with drip edge. a 7D I 6oz.Copper flat-seam roofing,soldered. --a%L-- 7E 1 6oz.Copper open valley flashing. 7F I 6oz.Copper step and through flashing. 7G Continuous copper ridge vent-See detail. 7H Copper thru wall scupper. 71 Cedar roof shakes @ 5 1/2"To the weather. 201 7j 16oz.Copper cricket. __A1 11, — — — — — — — — — — — — — — — — — — — — — - 1A 7K 4"2 lip.closed cell polyurethane insulation. 7L 6"2 lb.closed cell polyurethane insulation. 7M Sound insulation batts. 70 R-30 Batt insulation 31-311 -112 101-611 5'-2 2 re I 7P Cooper flashing. 7 A 7Q Copper Weathervane or finial-see detail. to 7R 16oz Standing seam copper roof. Lr) IN Bedroom I N 7S Cedar wall shingles 0 5 1/2"T.T.W. 7T Cedar Shingle Hip units-typical. 12011 See A708 7U Not used. 6m 7W EPDM Roofing membrane L 208 N 7X 3/8"Roofing protection board at sleepers F 7Y Cedar Ridge Cap 1 3 1 311 1 2 T-011 21-011 L 7'-74" 1 3'-3 4 13A Gas stub-up for fireplace. L 9 1 -10 15A Condenser Location. 15B Appliance vent cap. 15C Freeze proof hose bibb. Closet 15D Exterior Drain Location. 15E Plumbing vent-Copper Clad. F FCU-3 15F H/C Exterior Shower Location. 200 IN 15G Combustion air intake louver-as required. L — — — — 15H Exhaust vent-Copper Clad. DEN-1 5 Mechanicalr 151 Kitchen hood exhaust vent-Copper Clad. E206. Upper Stair Hall D 16A Electric meter. Hall 1200 1 See A706 16B Electrical sub panel. 204 See A708 DN 16C Decorative Exterior Wall Sconce. 1-5 ji 209 91 53., 1 2 1 11 5111 51-011 1 Tfl 1 5 1 L2� 211 CO rn A400 L inen D 18 MARSHALL STREET, SOUTH NORWALK. CT 06854 N EICD SHOPE RENO WHARTON 0 10 shoperenowharton.com T.2 0 3.8 5 2.7 2 5 0 Bath 7 (Lo4) L�2O I]See A�07 in 2 I 0j 0 A40 D 0 Linen I = —1 ------ ORIENTATION SEAL 4'-91 4 L -9"_ L1'-10': Closet up 207 _j SIN 205 3 ,1 2 5 4 8 4 3 N A400 rA S "I I Ln co Ln Bedroom 2 L2�5 Slee-A707 7 E L — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - riles 1 Wal I Below, TYP. N DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL RBMAIN THE PROPERTY OF THE ARCHITECT. C set OTHER PROJECTS OR PURPOSES,OR BY ANY OTHER PARTIES,THAN THOSE 10 Built in W9od THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR A��'� cV ee PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN Cabinetry, AUTHORIZATION OF SHOPB RENO WHARTON ASSOCIATES. Interiors & Details ISSUE DATES A A Wal I Below, TYP. r Landscape Restriction 1 i_9 111 1 53, Set back 21-3111 5'-13" 3 51-1311 91-4111 4 2 8 8 4 4 41-0311 2 3'-11 4---------4. 271-211 2013.08.12-Issued for Construction SECOND FLOOR PLAN SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER (I' fna a 110 ne n 9 M F N R<M 1 A�6 0 0 e-2 Pill Linen j JOB NAME x 1912 RUSH FA R Cotuit, Massachusetts So \0 �I \& \N Lj .. _ JOB NUMBER A 2 WORKNOTES (Notes shall be considered typical for items identified and shall apply at all same and similar conditions; F C all locations may not be noted.Worknotes are arranged by s,.ecification division.) 2A 4"perforated pipe foundation drain.Refer to Foundation drawings for layout. 2B Underground utility entry sleeves.Number and Size as required by field conditions. 2C Finish paving,refer to site drawings. 2D Painted Galvanized hub pipe to receive copper leader;connect to storm line pipe to daylight. 3A 4"concrete slab.Refer to Foundation drawings. 3B 4"reinforced concrete pad on 6"crushed stone for condensors/generators.Verify size with HVAC subcontractor. 3C Beam pocket. 3D Concrete footing and cast-in place concrete foundation wall. 3E Concrete Shelf. 3F Parge coat at exposed foundation areas. 4 3G Concrete Foundation wall and footing-typical. 503 , 3H Anchor bolts,See Foundation Drawings. 4A 2"Bluestone treads or caps-typical. 48 Monolithic Stone Tread&Riser. 4C Stone veneer. 1 4D Mudset paving. 305 4E Paving set on stone dust. 4F Clay Flue Tile.Size per fireplace opening or boiler capacity. 4G Bluestone stone cap(thermal top-rock face edges) 4H Stone chimney cap.Thermal top&bottom,rock face edges.Refer to details. 41 Finish paving-see site drawings. 5A Steel column-see structural framing plans. 56 Galvonized metal grate with emergency exit hinging. 5C Galvonized metal safety grate. 5D Bronze Handrail-See detail. 5E Structural Steel-refer to Structural Drawings. 6A Painted wood trim-see wall sections. 1 Paintedood radial trim. EE 6B Soli /4"x wood trim-pained. 6E V,<rtical grain fir beautboard-spar varnish finish. 6F Wood rake assembly-see sections. f �' 1 , 6G Structural post-see structural framing plans. 1 2 1 �..:, ; •� 6H Painted wood eave assembly-refer to wall sections. I j....... 61 Painted wood light fixture escutcheon. 401 401 ��� i j / 61 Polystone Cclumn-slee•wed not split. 6K 5/4"flatboarc',ind crown-painted. 6L Wood crown-painted finish-typical. 7R 6M Recessed panel.Marine grade plywood or MDO. 6N Wood bracket-see detail m i I --- ------- --- -- - - ( ( -- ---- ..-_.._ 6P0 Removable Wood railing reenJ storm sash System. 6Q Custom(Brass)screened soffit vent. 6R Painted wood beam. \ _................. Painted wood post. 65 6T Shingle pier. 7R 6U Shingle sweep. 6V Shingle re .e sw€pep. 6W Painted woo apron board. 6X Painted wood radial beam. \ \ 6Y Stained o rail with painted spindles 7E \ ......................................:. ..... :: ..............._...... . 71 6Z Saw cut tshingles \ \ � 7A 5"half-round copper gutter and 4"round leader. 7B 4"copper down p;pe, 71 \ — — — — — — — — — — — — — — — — — — — — — — — f 7C 16oz.Copperflashmg roo`ing,edge. 7D 16oz.Copper flat-seam roofing,soldered. �j� - 7E 16oz.Copper oprc valley flashing. 7F 16oz. per sten nd rough p' p' I Itch Itch ------------- 7G Continuous copperaridge h vent-See detail. pitch 1t!Ch I I — - - 7A 7H Copper thru wall scupper. 71 Cedar roof shakes @ 5 1/2"To the weather. 7Ed cell polyurethane insulation. \ ? , 71 16oz.Copper cricket. Wall Below, 7K 4"2 1b.close P Y 7y.* I 7L 6"2 Ib.closed cell polyurethane insulation. \ \ , TYP. 7M Sound insulation bans. 70 R6o0 catt insulation opper flashing. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ��— — — —` ' T ( 7Q Copper Weathervane or finial-see detail. \ 304 I \ L� 7R 16oz Standingseam copper roof. ----------- O 7A r` I \ V I 71 Q Q 7S Cedar wall shingles @5p1/2"T.T.W. - --------- --' 71 7T Cedar Shingle Hip 7E I 7U Wood soffits exhaustbgrunits-typical. 11tYP al. ...._!:........... is � rane ------- -------_.__..-__.._._. ... _.------.-_-_ ------ -------- -------- -_ -.-..- .. _.._------.-_-.._ 7X 3/8"Roofinngnprotection board at sleepers 7Y Cedar Ridge Cap 7A 7A I 13A Gas stub-up for fireplace. f� ---- - ------ ----- ]Y 7Y u nd on. � 15A Co ensor Location. ; Q �' ]E S2 158 Appliance vent cap. 15C Freeze prof hose Bibb. 15D Exterior Drain Location. `\ 15E Plumb ng vent-Copper Clad. _ 15F Mechanical chase for supply/return®second floorµ hoed exhaust r 15G Gas meter I 15H Exhaust vent-Copper Clad. \ 15 H 151 Kitchen hood exhaust vent-Copper Clad, 71 16A Electric meter. 1"T T16B Electrical sub panel. � 16C Decorative Exterior Wall Sconce. I 7E I 7T I" 115E s 15E � 71 1 IT ORWALK. CT 06854�' IS MARSHALL STREET, SOUTH N505 71 i" O 1 .. ................. ..... .. ......... .......... . -................ ....... - ........................................ ....._.. ....... . ................... .. .. _. ......... ......... ........ ............................................ .. .... ......... ......... ...................... ............. . .. �............... ... ...... .. ..... \'' pitch 40o S H O P E RE N O W H A RT O N .......-.............. ..... ... ................................ _.................... .... ..... ... ......................_................... ... ......... A303I............ . ..................... .........-..... . ..-........................ . .... ... ..... ..... ........ .. ......... I ' j 71 A300 — O \ ho erenowharton.com T.2 0 3.8 5 2.7 2 5 0 7Y � � 7Y 1 I I 7E 1 s s ( 7E ORIENTATION SEAL w v _ I 2 400 w -'J 7R - -�, __ 7 S , _ 7A - -- ------ - -- 71 1 1 I -- � s 3 ' 7A 7A u - I - - — - - E 4H Wall Below,TYP. 7Y ` 1 1 I = DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - a 7E SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. \ \ A3O1 304 7E THESE DOCi MP2mTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR ANY i \ PROJECTS O N THOSE OTHER PROJE R PURPOSES,OR BY ANY OTHER PARTIES,THAN \ _ PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN <\7 I AUTHORIZATION OF SHOPE RENO WHARTON ASSOCIATES. V \ p� pitch i ------ - - -- 7A ISSUE DATES I 7T G"A 1 l� HOUSE - - - - - � 1 A302 . - , 2013.08.12-Issued for Construction IIII ROOF PLAN A230 1/4" = 1'-0u SHEET TITLE ROOF PLAN i SHEET NUMBER 101 n M r -- _