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HomeMy WebLinkAbout0024 JAMES OTIS ROAD - Health -2- .tames Otis Road Centerville A = 171 203 UPC 10259 i i i i J/7//tli�il� No. H1630R HASTINGS.MN Loop Up Print Page 2 of 3 ALAN E SMALL :INC 10/15/1984 4302/146 $0 SMALL,A L 10/23/1978 2806/74 $0 Sketches- Map/BlocIdLot: 171 /203/-Use Code: 1010 ,I R, 1'f 11, IJA ✓�' a e'i'�` i 1,.. GArl r/ AsBuilt Card N/A • Constructions Details - AI-lip/131ock/Lot: 1.71 /203/-Use Code: 1010 Building 1)rtails Land Building v:due $ 225,800 13cd1-o0MS 2 Bedrooms USE CODE 101( Total Improvements Value $235,249 Bathrooms 3 Full+ 1H Lot Size (Acres) 0.35 Model Residential Total Rooms 7 Rooms Appraised Value $ 10_ Style Ranch Heat Fuel Gas Assessed Value $ 10 Grade Average Plus Heat Type Hot Water Year Built 2003 AC Type Central Effective depreciation 4 Tnterior Floors HardwoodCarpet Stories I Story w/U A Interior Walls Plastered Living Arch sr1/1't 2,472 IAterior \Valls Vinyl Siding Gross Arca sd/I't 9,349 Root'Structure Gable/Hip Rool'Cover Asph/F Gls/Cmp . Outbuildings & Extra Features - Mnp/Block/Lot: 171 /203/-Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value FPLG Gas Fireplace- 1 S 13600 $ 1,600 Direct Vent BI-A Bsmt pin-Avg- 522 S 7.500 $ �,500 Partitioned http://ww�-��.tocvn.baI nst�ible.T�,a.us/�\ssessi��g/printI 2.asp?searchparccl=171.203 5/15/2012 Loop Up Print Page 3 of 3 PAT1 Patin- /\Vcragc 220 1,500 $ 1,500 WDCK \Vood decking 337 S 5;200 $ 5,200 w/ra i I i ngs FOP Opcn Porcll-roof.- 240 $ 8;000 $ 8,000 ceiling GAR Attached Garage 568 S 15,700 $ 15,700 BMT Basement- 2472 $ 44,900 $44,900 Unfinished . Sketch Legend Property Sketch Legend 1132N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area (Unfinished) FUS Second Story Living Area(Finished) TQS Three Quarters Story(Finish( BRN Barn GAR Garage UAT Attic Area(Unfinished) CAN Canopy GAZ Gazebo UHS Half Story(Unfinished) CLP Loading Platform GRN Greenhouse UST Utility Area(Unfinished) FAT Attic Area (Finished) GXT Garage Extension Front UTQ Three Quarters Story(Unfinis FCP Carport KEN Kennel UUA Unfinished Utility Attic FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUS Full Upper 2nd Story(Unfinisl FHS Half Story (Finished) PRG Pergola WDK Wood Deck FOP Open or Screened in Porch PTO Patio http://wv w.town.bai-iistablc.ma.Lls/Assessing/priiitl2.asp?searchparcel=171203 5/15/2012 Loop Up Print Page 1 of 3 e Owner Information -Map/Block/Lot: 171 /203/-Use Code: 1010 Owner Map/Block/Lot GIS MAPS 171 /203/ DUCKER,RONALD W& JUDITH property Address Owner Name as of A 1/1/12 24 JAMES OTIS RD 24 JAMES OTIS ROAD CENTERVILLE, MA. 02632 Co-Owner Name Village: Centerville Town Sewer At Address: No . Assessed Values 2012 - Map/Block/Lot: 171 /203/-Use Code: 1010 2012 Appraised Value 2012 Assessed Value Past Comparisons Building $ 225,800 $ 225,800 Year Total Assessed Value: Value Extra $ 77,700 $ 77,700. 2011 - $ 434,400 Features: 2010 - $ 433,700 Outbuildings: $ 6,700 $ 6,700 2009 - $ 461,900 Land Value: $ 105,400 $ 105,400 2008 - $ 533,400 2007 - $ 530,900 2012 Totals $ 415,600 $ 415,600 2006 - $ 515,300 Residential Exemption Received=$88,785 . Tax Information 2012 - Map/Block/Lot: 171 /203/-Use Code: 1010 Taxes C.O.M.M. FD Tax (Residential) $ 594.31 Community Preservation Act T $ b2.55 Tax Town Tax (Residential) $ 2,751.78 Fiscal Year 2012 TAX RATES HERE 3,428.64 . Sales History- Map/l3lock/Lot: 171 /203/-Use Code: 1010 History: Owner: Sale Date Book/Page: Sale Price: DUCKER, :RONA1=,D N,\/ & JUDITI I A 10/7/2002 15707/236 $110000 SMALL, AI-AN E TR 1/20/1989 6601/226 $0 MOTTOLO, CAROLYN" 'R 3/15/1985 4459/248 $20000 ALAN E SMALL 1\TC 1/15/1985 4398/157 $1 http://www.towii.barnstabl c.ma.iis/Assessi nglprintl2.asp?searchparcel=171203 5/15/2012 q TOWN OF BARNSTABLE r 'LOCATION a y Tom.&"e-3 OL7 's ��/ SEWAGE # `'II.,:AGE G'�P�7`P�v�'�l ASSESSOR'S MAP&LOT — ��-3 kd, , INSTALLER'S NAME&PHONE NO. J, SEPTIC TANK CAPACITY /,SOO LEACHING FACII.ITY: (type) (size) 2✓X IN° /d NO. OF BEDROOMS BUILDER OR OWNER , P PERMIT DATE: //—.2 7 O 2 COMPLIANCE DATE: L L— 3 —0 2 fj-f. J Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and ------------- PP Y Leaching Facility .(If any wells exist on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet A within 300 feet of leaching facility) Furnished by Feet " 0 T y 3 '3 � try a a a z o26 _ a 37 A ,a� o`, 5 3 a McKean, Thomas From: McKean, Thomas Sent: Tuesday, May 15, 2012 8:44 AM To: Rudziak, Jeff Subject: 24 James Otis Road Centerville This property is limited to one bedroom. It is located on a small lot within a State designated Zone II district, and is limited to one bedroom per the State Sanitary Code, Title V. n the future, if the property owner chooses to install an innovative/alternative system, it might be eligible for an additional bedroom. However, the property owner chose to construct a one bedroom dwelling there with a standard septic system. I noticed that the assessors record has it listed as two bedrooms. Please correct your records regarding this issue. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA TOWN OF BARNSTABLE' CERTIFICATE OF OCCUPANCY PARCEL ID 171 203 GEOBASE ID 10027 ADDRESS 24 JAMES OTIS ROAD ` CENTERVILLE PHONE ZIP - LOT 170A BLOCK DBA LOT SIZE DEVELOPMENT DISTRICT CO k` PERMIT .111306 DESCRIPTION SIN FAM/1BDRM ATT GAR/#65957 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANC Y CONTRACTORS: ARCHITECTS: Department of i TOTAL FEES Regulatory.{S.ervices , BOND $.00 CONSTRUCTION. COSTS. $.00 �tMEe 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE ,� • SARNSTABL� ,"+ Mom: 039. r r BU ISION ; DATE' ISSUED 09/04j2003 . EXPIRATION DATE i CROACHMENTS THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY 6R'S�UE'VG�Lti ON.PUBLIC PROPERTY NOT SPECIFICALLY PERMITTED RS MAYDER THE BUILDING BE OBTAINED FROMOTHHE DEPARTMENT OFF PUBLIC WORKS.THE ISSUANCE OF THIS _. OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- EOUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. UNTIL FINAL INSPECTION HAS BEEN.MADE. I INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 r re �ss �j 2 lv�Lk EERING DEPARTMENT 3 1 HEATING INSPECTION APPROVALS ENGIN 6r\ 2 BOARD OF HEALTH 95� 1 � i OTHER: -PfXSITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON,THIS I'. THEINSPECTORHASAPPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR'BY VARIOUS STAGES OF-CONSTRUC- NOTED MONTHS OF ABOVE.DATE THE PERMIT IS ISSUED AS TELE IONPHONEORWRITTENNOTIFICA i TION. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map tercel Z.® a Permit# Health Division #o?00a `SAS//027_,%x Q _dZ - Date Issued Conservation Division Application Fee Tax Collector r 14 J Permit Fee Treasurer Planning Dept. (V / /dx/�!NSTAILLEE) SEPTIC SYSTEM MUST EE � IN COMPLIANCE Date Definitive Plan pproved by Planning Board 0 of r VATH TITLE 5 v �Historic-OKH Preservation/Hyannis ENVIRONMENTAL COOE'ANLT01MI REGULP47IONS Project Street Address "-, ,51 Village -T Owner R®4 Address - - � Telephone a (� g�� ( -�7 2 _ �� � � Permit Request Square feet: 1 st floor: existing-281W proposed�$0Q 2nd floor:existing proposed Total newer- Zoning District Flood Plain Groundwater Overlay Project Valuation 40, DO[7 Construction Type t a Lot Size_/, IF Grandfathered: Ell Yes ❑No If yes, attach supporting documentation a rg Dwelling Type: Single Family a Two Family ❑ Multi-Family(#units) ail ` 4 Age of Existing Structure �— Historic House: ❑Yes ffNo On Old.King's Highway: ❑Yes Mo Basement Type: Gull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) l C6 cc)- Number of Baths: Full: existing new_ 2 Half:existing new Number of Bedrooms: existing new �_ = Total Room Count(not including baths):existing new First Floor Room Count t±, Heat Type and Fuel: CTGas ❑Oil ❑Electric ❑Other Central Air: IidYes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes la'No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing W new size Zsl - Shed:❑existing Elnew size Other: Zoning Board of Appeals Authorization ❑ Appeal# -Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Sod 3 Name Ic n�iR-�'� f�s iZ 2 CIO Telephone Number o g� L{-? S Address �i v.1 J License#_ ��� p C.e�{�e� ✓�' �' ,�' D 2-� 3 Home Improvement Contractor# Worker's Compensation# _ C -IV DES ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE No.-� 5(JS FEE, 1©O• O O / Board of Health, 4✓t wQ �`��� MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( Y-Repair( ) Upgrade( ) Abandon( )..,-. @'complete System ❑Individual Components Location A ! IC—S Rolq Owner's Name Map/Parcel# 171 Address Lot# Telephone# Installer's Name Designer's Name Address Address 96 Z y�u�� `b P-0-S /h l L Telephone# Telephone# Type of Building / —Loot Size 5' sq.ft. Dwelling-No.of Bedrooms Garbage grindCg Other-Type of Building No.of persons Showers ( ),Cafeteria( ) Other Fixtures Design Flow (min.required) gpd Calculated design flow-3 Design flow provided 3 �7 gpd Plan: Date /V OU e'!�, �O Number of sheets Revision Date Title t -} 't etc'. 2 OQ CA Al a Description of Soil(s) S i'�✓�' ^� Soil Evaluator Form No. 7 Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS N ,1 .S y,�T&M ►i 8-ili 1+10M 1 The undersigWo install the-above-described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agreelacL syste op tion until a Certificate of Compliance has been issued by the Board of Health. Signed Date A2 O J Q4,y W �S_ %z/c, a a Inspections ;, 100. 0 a No. per' ".S ,! ..e-!*M�1lA a•' r. �y �k'"�,,,,, L�� +. L Ay kn � ` -fit { �.�tc� f r a r �1. Board of Health,, a'` MA. t ` APPLICATION FOP, ➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Perm to Construct( Repair( Upgrade( Abandon( - U t.:omplete System ❑Individual Components Location Owner's Name vl��/vt-3wcly lruckefz w Map/Parcel# /7/ C)3 Address Lot# ¢ Telephone# �. Installers.Marne Designer's Name ?Q ev k- :' V✓V Pr- c clyl S O G 7414 yod i�il�s� A-D ► A1Z57��S fi st Address Address CC�� '- Telephone# E Telephone# 1dU' _Type of Building /� Lot SizeSize �.) sq.ft. ^Y '.4wellin No.of Bedrooms �../� V oCll-0y 1), /1'1-7 � ram; g- Garbage grind +° Other-Type of Building No.of persons Showers ( ),Cafeteria( ) Other Fixtures 17 Design Flow (min.required) gpd Calculated design flow Design flow provided / gpd ,� j �. Up Plan: Date f�+©V a � � Number of sheets oil Revision Date ' Title 5 (�� Wn r�.. 6 A N Description of Soils) s LAN i Soil Evaluator Form No. Name of Soil EvaluatorkS4'� /��� Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS N L W S yS T&M t N iELj 0014E r The undersign e gree to install the above-described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and " urther agrees o oo plac/e`the system` o ire a'pn-until a Certificate of Compliance has been issued by the Board of Health. Signed ` Date �'? - a -'Inspections . z a NooZ�—Sb5 FEE C'OMMONWEALT14 ®F MASSAC14USETTS Board of Health, A.l n S�4 MA. CERTIFICATE Of COMPLIANCE Description of Work: ❑Individual Component(s) '(E�Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed Repaired ( ),Upgraded ( ),Abandoned ( ) by: at A C Q 1 ✓41,.7 has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and[ theapproved design plans/as-built plans relating to application No.aCQ�57(D5 , dated I I Appro ed Design Flow. / / (gpd) Installer �. .'.� ✓N• e= ! �! Designer:�✓t} �� SU/V C�'�+SGGY/� Inspector: Date: ��� v The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. 900-�—St//7,5 FEE lOV ,o 0 Board of Health,0 '� `4 /� M. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct(( ,*r RReepair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at A / -,TA✓4 CS 0T) S ' ""Pq `� as described in the application for v Disposal System Construction Permit No.Q00P--5(0-5, dated Provided: Construction shall be completed within three years of the date of this �p�ermi(tt.. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date ° -0 a' Board of Health i TOWN OF BARNSTABLE _ LOCATION .Z `/ �T�v+-,mot O7`,`s /�� SEWAGE # o?Dfl�—5�O N,U,,�AGE -le" ,,-Ile / ASSESSOR'S MAP & LOT ICI _ ZOO INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /SDO LEACHING FACILITY: (type) o?'5-DD�g ag—4y'5 (size) 2 S X/3 Y2 NO.OF BEDROOMS BUILDER OR OWNER /k ell-- PERMIT DATE: COMPLIANCE DATE: �- Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 3 _ Q,2 3 ay� x 3o5 y3a {,e BARNSTABLE AK ST• i .ZH ... M i�n old s�\ 49 \ i = A PAUL yam+ py9 �d A. = -ae p� O y6 -' � = o D,1ER;-t'FiEW 102 ` NO.-3209$ ES �• / UTILITI 90 -. HOUSE FIfs •................ o �ONA LAN�S�ee°°° � v rlllTiy 0 A.N 1711202 b O• ,z 80 'Z, ���j � \6'Q• 98 r' LOCUS MAP N84.45'49"E 102 O �. o ASSESSORS MAP- 171 I - PLAN REF.` 386191, LOT 170A O Y �� d�Pfpcs, ti� " ,r I ZONING: "RC" cab` GARAGE 33.3 25 0 �8� rp FLOOD ZONE.• SLAB l a ° Co w j COMM.. PANEL.f 250001 0015 C DATED. 8119/65 *102 ° D� O VERLA Y DISTRICT 'GP" ° ° ;� N � 1 BEDROOM SITE AND SEWAGE PLAN � OF LAND BENCHMARK• `� � � -o_ LOCATED AT TOP OF CAT, H BA. w \ y` / I �LEV.-100.0�ASSUM- Dj 24 DAMES OTIS ROAD � C PREPAREID LF R MA. �� i\ �•Qr� �0-16 ✓ RON AND JUDY DUCKER AM. 171/204 NO VEMBER 22, 2002 C 6' o \G �; 1 c�� A.Ill: �1711203 SCALE.• 1" = 20' 365 S.F.O� ,d � \ AREA= 15, 103 HOUSE YANKEE SURVEY CONSULTANTS r 8 GCE ............ _ UNIT 1, 40B INDUSTRY ROAD P.0. BOX 265 (U h1uHuHy O�� � wRsTONS MILLS, MASS. 02648 l No.749 - APPLICATION-FOR PERCOLATION TEST AND OBSERVATION PITS OCATION DA N0. d" VILLAGE G�/T J �6-!'L,I-/JQS DATE PPLICANT Ad y} Xze- FEE %DDRESS TELEPHONE NO. (Non-refundable ENGINEER JJ TELEPHONE NO. )ATE SCHEDULED /Z zn 43 (Applicant' s signature) SOIL LOG UB-DIVISION NAME DATE TIME XPANS ION AREA - YES NO_ _ ,�i��.� ENGINEER ) OWN WATER WELL //�Gpz3/ BOARD OF HEALTH bv1Z_ EXCAVATOR KETCH: (Street name, etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes ) NOTES : 1 1-70 151 30'1 V a 4 rW 3o' 7� /25�•oc ��L,d.7L 1/Ayls PERCOLATION- RATE: / /L/ 2, b2 LdsS TEST HOLE NO: ELEVATION: TEST HOLE NO: ELEVATION: 1 1 2 'S 2 3 3 4iJO�/ 4 6 6 8 8 9 /��, 9 10 r 10 11 11 12 12 13 13 14 14 15 15 16 16 SUITABLE FOR SUB-SURFACE SEWAGE : LEACHING FIELD LEAC ING PITS LEACHING TRENCHES 1"!NSUITABLE FOR SUB-SURFACE SEWAGE. REASONS : VOTE : ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION C°RIGINAL: COMPLETED IN ENTIRETY BY P . E. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY. APPLICANT ✓ ✓ ��/! o -\//�l °'i w• ei l.' -a ln' •-y E!a• :'i'La- 9'-5!!a• y'-0 Jv J4 a-D' a.E• •.-0. .•:T ^ --_=--_1 E Y` a-_-=-_-_-_ �---- _- -_-- ---'---'¢�-_ - ——'—'----'—'—'-----•---O —� c; ------ _ 1 5 iJ Ana. _ _ _ _ _ — — _ __ —_ — _ _ I 1 '^ 3 - /- —,—•—•—•— O'D1A,CONKRE2 PIERS FOR PRAMIN6 I I I u ABOVE OI v �� AVE rT0 BE LOCATED BY OONTRACTOR I ?1 L. m .. -______________J I AOCORDANOE XnTM ISO CMR) r — -- - - --- - ——— - -—— ———— ——— - - -I— —————— —— —— —— — -- — — ———— —— — ———— -- — — — — — — — — ———r —— — — —— — ——— r-i- i IA pei 2 x 10 tLxa Lc6Ts Zi ^'ASP/'// oRWILE BEAM POOXETS ! O i I I Q.n I •16'OL. I Q I , / // 1 /MERE SNOIYI TTP. I I W ,A r-7--I w J e SAMME" 6'CONCRETE FOUNDATION MALL j r- L��, /y /'/ /' �•b WON 6'X 16,FOOTIN6,TYPICAL n f I ,f`' O F•i--� c e J T'•ID VO' l'-p V1' T'•p VZ' T-p IR' T'-p 1/Y ! ;e I I 0 Z O r_ --I r_ --I ;s.o. --�-1 6o I C I I �S)DX1O GIRDERS ' I V m I ;,p .� SO•N SW X IY TN"CONCRETE PADS <--a X ID FLOOR JOISTS V. q FOR LALLY CO.~ I^Lnn .I6• _AEI•• � \ - :i �� e I b Cfs7 <a 4'L-VAPR SLAP OVER a_MIL. I I N O POLY-VAPOR BARRIER,T'RGAI 32 / / 6-CONORETE FOROATION DNALL \ \ T' O'c,` I /p' MITI 6'A 16'CON:FQR F�TIN& \ I I ML y A Iz INN 46'SELON FINSH PROVIDEi s ATOM FDEPfML OVER \ \ \\++ // — —————— ———————— — I P A / 6 MIL POLY-VAPOR FARRIER SET ON \ > // ——————— I A BED OF SAID \ / ___ _________ I I W . NI I I \ \ TOP OF OF N4L TO E1E \ 4'ABOVE GARAGE SLAB ————————_ D \\\\\\ VEHICL ACCESS OPENN65 I III— —— ——_—————JPITH SLAB 5L161RLY TONAR II \ \ / •`-� \ \ PROVIDE SAIIWI CONTROL•DINTS \ AS 5MWW T / I COORDINATE FUM 5701E 5ELEEOOTIIOI O AND 69ADRO AS REGARED x \` \\ FOAPATION PLAN w I SCALE W'.ISO' .16 W' r4 V4• IC6.6 W FOUNDATION NOTES: I. ALL WORK SHALL COMPLY WITH THE MASSAUV5ETT5 STATE REVISIONS BVILDIN6 CODE-TOO GMR,GRAPIER 56-ONE AND TWO FAMILY DF'1ELlIN6 CODE,ALL KINICIPALITY ORDINANCE5 AND BY-LAPIS. ]. CONCRETE SHALL BE MINIMUM 9,000 P51 _ AT 36 DAYS OR AS 6HOPIN OTME"15C. S. STEEL REINFORUNG SMALL BE ROLLED BILLET STEEL CONFORMING TO ASTM A615.6RAOE 60. 1 4. CONCRETE SMALL BEAR ON SUITABLE UNDISTUR5EP EARTH. W NOT PLACE CONCRETE IN MiATER OR - ON FROZEN 6ROUNID. x 02129.00 5. mwom OPENING SIZES FOR BASEMENT DOORS,AINIPOW5 4 YEWS TO BE VERIFIED BY CONTRACTOR BEFORE POURING ANY CONCRETE,TYP. 6.REST ALL FOOTINGS ON FIRM NATLRAL 6RANVLAft MATERIAL 10-25-02 FREE FROM TOPSOIL.ORGANIG5 OR CLAY HAVING A MINIMUM DoIL BEARING CAPACRY OF 1 112 TONS PER SOVARE FOOT. MECHANICALLY COMPACT SUE6RADE BEFORE FORMINK FOOTIN66. T.SLABS SMALL BE ST 1/4 THE!SLAB WITH CONTROL JOINTS NOT HAVING A O ONE OF AT LEAST U4 THE SLAB TNIOKNE59 NTE NOT S Ha TMAN ONE INCH.30AND JOINTS SHALL BE SPACED AT INTERVALS NOT MORE THAN 90 FEET IN EAGM DIRECTION AND SLABS NOT RECTANGULAR IN SHAPE 9HAlL HAVE CONTROL JOINT5 ACR055 THE SLAB AT POINTS OF OFFSET,IF OFFSET EXCEEDS TEN FEET,AND IN r � a 4. _ n Nam `'\\ i :.� `•i � Z 07 W D7-b SN' L r G / ,I)_________________________________ 1Z ��//71'a" �, 47'•05N• 7O'-0' . ili :OI 4 .I , a,9 iii i z III z • 17rPOR�t9LN%eRaR I Q i v O SORE i? I �Ci LU 7- iL0 p G Z ROOF 9 � J WC E,Imo'•110' MASTED DECK Ig..p 0� .p• B'-B' -,I}4' - _ C 7 y.0 0785 74 244 — I .... I I I — e \ --_1 O L i WIN&Poo I4y� A �J S KITCIEN - I rnNlxe ROOM q p m 9\Ae�4• b \I• ,LA I 9 O — I I NALF RALLD 0 w MASTER BEDROOM \..'' IS•II' I O 70'•R IN' 1 cdcnnl 19�5• jD a BWLT-N15 ENTERTAIN2M COB PEN a `\ CEMER 9�1\ STAIRS q !. 7-`xD.D �•' STOR. II LINENle . r-e• V TEP I I o 'd I I {t il BATH 7-D• 1'-0DN b• ..d a `.�•-. I e -------� 1 �e o�� � . ^'• LINEN b• \ \ i e'o cLDx /� PAMRT'• I MALP T5 ENTRY f Clom"FR i a F4 �•'�'. �•j\ �\ \ e'-p. I BATH A T. ROOM D�j -/ 7.g•o IB'-5,'`eAtr . 9'D ROOM \ \ f'--- T:3® j SI,e ----- �' a C E� 0 OFPILE / PPOVIDE EJD" PE-z•DRT \0'S 9'-S 9/4' D'•D' 0'-D' e'-0 B4' _ C . E TTPIOAL F MLLS AND LERI TDXD-D R 9I1 ROOM~ R T5\ e•e fi - 113/4 1 9/ b i I ,J r �•, 70 t`r' � 30•P M i a %.-e. nnL o®au \ .ur a �:o2n'we DS D• ..n y- dd GENERAL REQUIREMENTSa REVISIONS A 10 1 I. ALL DMCN51ON5 Aft TO FAC2 DP eTUD bNLl99 NDILATlD OTCRnISG. ]. ALL E%TERN)R MALL F1 MIN6•JIA4.1 W 3 X 4 CONSTPI—TN ry� I MP INTERIOR(T R ALL F MIN6 DMALL BE]A 4 CONSTR TION LNLE55 A AFb NpfD . 5. ALL YIOW SMALL COMFLT A"THE MA__._.__TTS STATE GMLOIN6 LODE.ISO CNR d.d I c ArYVR 56-ON!AND TFCI FAMILY DI•BLLINO CODE,ALL WNIIAPAWTY ORDINANCES AND BY-LAM. A. ALL MOIWMAMSMIF AND BMLDIN6 MATERIALS SMALL MILT OR E1C 90 REO06NISED D STRY 5TANOARDS FOR EACH APPLt ABL!TRAM' RNRA 02129M FIRST FLOOR PLAN i B4 SGVARE FEET 5. REFER TO OTHER DRAFIN6S AS PART OF THIS 5ET FOR MORE DETAILED RE-ffi l 5 RGSARDIN6 O4 LDIN6 MATERIALS,POUNDATIOM AND STRYCIVRK DG516N CRITERV.. e. SMDR!DETECTOR LOCATNR15 owb BEEN SNO/R+ON TC RANG TO COMELY.T H THE t 0-25-02 RlOYN4EMElRS OF TDO CMR SDOB.Ie-PLR!PROIEGTION SYSTEM. NOYCVER,THE ARCHITECT BGA-ND RG5PDN51DILRT FOR TMG DEN6N,FINAL FLACGMGNT,OInR-HON OR MAIHRNANCG *" FROCEPlRE9 OF THE Clee OLD Mm MARNN4L STSieNt AMICC-TOR - MCAT OemaTOR >f' � a ( z I I _-- -- -__- -.__ - I � -_.- y - •_ - m--_-� _--' _ -__ ___ _-_ _�_-.ter ___.-a� - -__-_ w � 7-7 a Nunn Oman o ® o w ®®®® ®®®® ®®®® ®®®® 000a w � ®®® ®®®® U Z gal FRONT ELEVATION VERM fMA1 biUDINS M fELLD. WALE,V4'•I10" I f- E o .,wa d w � ww • ® PPB16 hBT ELEVAPCN TnA/8GM SIMMIU w v] H E- z x o � , f II � III ' REVISIONS 02129.00 10-25-02 RIGHT SIDE ELEVATION SCAM V4•.I'-i7 A-2 � o i - x o U � -2 o u U V 3 i I I Z I o i w o � - U Z tom, O J 0 � U m REAR ELEVATION 5e U �z !6n 9e v.•.r-0• A a W I z 0 w w a REVISIONS , �.02129.OG 10-25-02 A-3 406E V NT STRUCTURAL DESIGN CRITERIA ci = T-MAL ROOF FRAMNG !a DESIST•CRITERIA. '7 A G ROOF 176T R 16-OC. -E FOL-OFUN&O.TL:NE$M'NIMUM PERFCRMANCE S-ANDARDS S2'WA RTFCOD ROOF_-.~1'IG `P-PRO2GT AND T-DABS✓PON F4•ILH$MOP DRAWJNGS 0-ANY)WILL BE REV!MED, _ -IS LB.T T OF SHENSI TYPICAL ECIFICNATE STANDARDS D REOL'IQEMENT IGA LE EQWISE INDICATED (a `FAULT ROOF Se49LE5 N USI 9PlUPILATIONRIDS OR R_^LATED 7 ERE-). PRODUCT M NUFACTU CODE(!NLL�91N6 RECOMMENDED STANDARDS RIPERENGED TMER:-E ORE S R.:GT MANFA.GTJRERS -. V - ORCC _STANDARD,VMICHEVER 15 Ti MORE 5'NRINbENT'OR A PARTICULAR ITEM � - 'ROJID'INSLATON BAFFLES. OR LGNDIT IC.N. V . - 7.0 DEAD LOADS: METAL CREEP FD3E 7.: STRUCTURAL StiEATM.NG- - Ol 9T 2.IJ FLOORS. 3/4'MALLS, MIN.L THICK.T L IC COX PLY. v > 3 J.). /..1. -�c' i ti%t"f N.�i'.".'!:"f�f•.i'-1 l)- : .7 - - E .. X PLY. ATIONS) I/P'fy�, 7 U e%.eR:cR FlALL9 N"'-nIV THICK GD L ALVNNM T 5151VETFQ 1 719 ROOFS 9/5-MIN THICK.COX PLY 1 G LONRGPOrt SYSTEM F.M5HE5 RM' OVER I A 0 WHE FOLLOJIING REPRESENTS 5-RVGTVRAL DESIGN CRITERIA NOT FINISH SPECIFIC 1, FA5CA.BOARD 77.1 FLOOR FIN15•ES AT ENTRIES,BATHROOMS AND KITCHEN AREAS: A55UME THIN-SET /1 iCP O PLATE !\: f Y r f� r S t 1;l'r t l 1 t '� ( i C t f i ':f '/y-� +0'�I/J' :I ^ CERAMIC TILE OVER I/]'CEMENT FIBER BOARD UNDERLAYNEHIT 77.7 FLOOR FINIS.E5 AT OTHER HABITABLE AREAS. A55U 1!9/4'HARDWOOD FLOORS U 779 MALL FINISHES, A55WE CERAMICT 1/2-TILE WIT CEMENT FIBER BOARD BACKER ? DOORIWMDOW HEAD i AT TUB AND 5 OVER9:1/7'BLLEBOARD AND PLASTER ALL OTHER LOCATIONS A.�EL.•0'•D' TTWLAL EATeRGR HALL A95EMBLY 27.4 LLILING FINISHES. A52UME 1/1'OLUEBOARD AND RASTER Z -7 A 4 STIG56 Ib'OL 779 ROOF FINISMES ASSUME HEAVY DUTY.ARLHITBGTURAL GRADE ASPHALT 5MINGLE5. I ^' J x G GELLING J06T P 16-OL. -9 10'DA RGULATON(R•G7 i (PROVIDE BRIC6IM H BLGLKINy 79 MAXIMUM LEAD LOAD GP IO P.SF, AS REQnAED BY LODE/ •1/I'LDx MALL SHEATWMS -AIR EARJHEREATEREOR SCE�OVER 9.0 LIVE LOADS. y = 1 R-90 MTT INBKATION 9.I FLOOR LOADS W S.1.1 LIVING AREAS.40 PSF. I A 8 0 R CC.Su;,6 FN 1 5.1.2 SLEEPING AREAS 50 P.SF. L'NTI1 INTERIOR CEILING PR15H I � 1 S A S BALCONIES AND DECKS.60 PEP. U J' 5.1.4 UNINHABITABLE ATTIC,SPACES 70 11 z NOTE. PROJID[E SEMfW MHIDDF.B 9J SNOW LOADS, MA BUILDING CODE FOR JOB SITE LOCATION AND MR $PAGE VENTS AS&M 59 WIND LOADS, MA BAUILDINS LODE FOR JOB SITE LOCATION AND EXPOSURE. r m j TOP OF SSFLOOR-15T FLOOR _ &14'PLYHOOD_-LE R ON THE PLANS.INI ARENMYS qa ALLOWABLE DEFLECTION, U EL.•O'•O' )'f/Y, _.. AS Re(AOIED AFTER FINISH 6RADWG // k Y Y,),X l X Y' Y r(;..; Y '{"�>t-�'i't 'AX�I),,i 'I; !,1 f C 1 J, Y y 15 COMPLETED. 4.1 PLOOR/GEILIN&ASSEMBLIES(INCLUDING SUPPORTING BEAMS)-MOTE. WINDOWS TOP OF FONImATIOX 1'IALL .r'I Y} C J X j C S 1' C Y'X I JT'r Y (I 1+r ''C Y' '( AND DOORS-A4 G ME NAILIN TABS AT JAMBS AND MEADS,WITH MANUF. 7 A IO PT 0 Ib'OC. ReCOM ECNDED MEAD 4LEARANGE5 OF APPROXIMATELY I/7') 4.1.1 LIVE LOAD DEFLECTION. U480 UP TO 1/2"MAX. w 4,1.7 TOTAL LOAD DEFLECTION. 6/140 UP TO 5/4'MAX, V 7%G PLDOR JOIN•16'O.L. 7 x 6 P.T.SILL PLATE NTH U7'DIA. 9.0 MATERIALS: PROVED!ERI INS 4 9 W OGLGGKIN6 T AT 4 ANLIGR COA0.OL„TYP A AS REOURED BY CODE) \ C S.I FRAMING DIMENSION LUMBER LOAD BEARINS DIMENSION LUMBER FOR JOISTS,STUDS,ELATES,RAFTERS,HEADERS,BEAMS AND&IRDERB ETC.SHALL (/] q<R-19 GATT PEILLATGN \ 'T 4 CONFORM TO DOC P5 70.AS LISTED IN 780 LMR,APPENDIX A,AND TO OTHER APPLICABLE STANDARDS OR W 6 E ` GRADING RULES AND SHALL Be 50 IDENTIFIED BY A 6RADE MARK OR CERTIFICATE OF'IN9PECTION 1= C ISSUED By AN AFPROVED A&EWY. THE 6RADE MARK OR CERTIFICATE SMALL PROVIDE ADEWATE - (])A 5 SAR5 INFORMATION TO DETERMINE FB,THE ALLOWABLE 5TRE55 IN DEHAIIIG,AND E,THE MODULUS OF ELASTICITY. FE•y� w 1= / TOP R BOTTOM 5.1.1 ALLOWABLE-JOIST SPANS. THE UFAR SPAR OF FLOOR-JOISTS SMALL NOT EXCEED THE VALUES SET FORTH W O E TABLES l60 GMR 960509.IA,960503.IB AND 960339.IL. THE MGDULUB OF ELASTICITY,E,AND THE ACTIAL IO STRESS NE BENDING,FB,SMOVM IN THE TABLES SMALL NOT EXCEED THIS VALUES SPECIFIED IN TABLES V (y F F 9605.79.m AND 900509.E LI9TID AT THE END Q 760 LMR 96057!. •a PP II ASPHALTIC DAMP-ROOF1115, 5.12 ALLOWABLE 5PAN5: THE UNSUPPORTED SPANS FOR CEILING JOISTS SNAIL NOT E%GEED THE VALUES SET L) TOP OF SLAB TTFILAL FORTH IN TABLES ISO LMR,960E_7AAA TMROUGM 9606.7.401D. THE UNSI.PPORTED SPANS FOR RAFTERS p'COtGRCTE FONCATGN FALL SMALL NOT EXCEED THE VALVES SET FORT IN TABLES T80 CMR.S608-2AA iMRCU"5608.2AX. W BOTTOM OF FOOTING %16'FOOfR6,TYPICAL 5.15 PLTPNOOD SHEATHING: AND/NOCV STRUCTURAL PANELS USED FOR STRUCTURAL PURPOSES SMALL CONFORM TO • DI'P'9 I.DOE,F'S 7 AND MNM(AN51)hT,AS LISTED IN 160 LMR,AFTENDIX A. ALL PANELS SHALL DE IDENTIFIED BY A 6" MARK OR CERTIFICATE OF INSPECTION 155VCD BY AN APPROVED AISENLY. \ PLTNOOO AND WOOD STRIKTURAL PANELS SHALL COMPLY WIT THE GRADE'S SPECIFIED IN TABLE TCO LMR,560S.9.7.I.IA. 6'CONCRETE FOMATION WALL 5.ISA WHERE V9ED AS 5UBFLOORIN&OR COMBINATION BUBFLOOR VNDERLAYNENT,WOOD STRUCTURAL PANELS WRN 6'%16'FOOTING,TYPICAL SHALL P.E GP OW OF THE&RADE5 5PEC,IFIED IN TABLE 180 LMR,960693.I.IA. WHEN SANDED PLYWOOD BUILDING SECTION A \ vBLh FOR LOCAL FROST DEPTH 5 USED AS A COMBINATION SLSFLOOR IINDERLAYMENT,THE&RAGE SMALL BE AS SPEGIFIED IN TABLE 160 CH"R,96059.OJ.IB. CONCRETE 5LAB 5.7 EN61NEERED WOOD OVER b MIL. POLY VAPOR BARRIER ALL BEAMS,HEAD DE HEADERS AMID 6IRR5 SPECIFIED ON THE PLANS AS LVL BEAMS,OR COMPOSITE(BULT-IF)LVL BEAMS, z SMALL BE AS MANUFACTURED By TRIED JOIST MACMILLAN OR APPROVED EQUAL. ALL SPANS,LOAD CAPACITIES, O S BEARING CONDITIONS AND FA5TENIN6 5CMEOVLE5 5HALL BE AS REWIRED BY THE MAHUFAC.TVRER. 7 x b P.T.TOP RAILIL H...H TYPICAL EXTERIOR WALL ASSEMBLY 7 X 6 RAIL LAP A RCVTERED EDGES. Oa INSTALLATION STANDARDS. (� 6.1 FRAMING SYSTEM, AESTERN PLATFORM W 63 WOOD POSTS AND 440K5 SUPPORTING PLOD FRAMING 6.7.1 WITMIN]%q WALL FRAMING. 4%4 MUN Z 7 X 7 P.T.BALUSTERS 14•MAX.CLEAR SPADE A./ 70 O7.ALUMINUM FLASHING bZ1 WITIN 7%6 WALL FRAn1NG. q%b,OR 6 X 6(REFER TO PLANS) p BETYEEN BALUSTERS) 67D ALL WOOD POSTS SHALL BE CONNECTED TO THE FICOD FRAMING AT z DECKING TOP WITH METAL POST CAP A.C.OR A.C.E.BY SIMPSON. A X 4 ALUM.PLINTH BLOCK SPACER 69 COLLMN6(BASEMENT OR EXTERIOR LOCAn rET'iH uI AT BALM BOLT I DNS).9 I/7"LALLT GOI.VMNS I-+4 9/4'bKV.CARRIAGE BOLTS AT 97'OL. D 6 .1 BASE PLATES: SPRIN&FIELD BEARING PLATES WELDED TO COLUMN. 7%0 P.T.BOTTOM RAIL 699 OAFS fLONNEGTINIb LOLVNMS TO WOOD FRAMING). SPRINGPELD BEARING 2 Z PLATES OR 5IMP50N'CG'TYPE COLUMN CAPS 6A ANCHORS,CONNECTORS AND MANGERS BUILT-UP BIRDER(SEE FRAMING PLANS) 6.4.1 SIZE,CONFIGURATION,LOCATION AND GUANTITIE9 TO MEET WIND,EARTH04AKE ]X 10 P.T.FLOOR JOISTS AT 16'OZ. , AND GRAVITY LOADS. 9A1'11ALV.CARRIAGE BOLTS 6.4D JD15T MANGERS, TOP FLAMBE TYPE(UNLESS NOT FEASIBLE)$MALL BE USED AT ALL CONNECTIONS AS REQUIRED, MANGERS SMALL BE 18&A,MIN.WITM ALL HOLES FILLED 6ALV.JOIST MANGERS IIALV.J0157 HANGERS WIT REWIRED FASTENERS, 7 X 10 P.T.LEDGER BOARD 6D WALL FRAMING i �1-1 X P.T.NAILING BLOCK 65.1 ALL EXTERIOR WALLS SHALL BE 7 X 4 OR 2 X 6(AS INDICATED ON PLANS) w EXTERIOR WALL 5HHEATIN6 SMALL BE FASTENED WITH HOD NAILS AT 10.O.G.AT _ w INTERIOR SUPPORTS, AND HOD NAILS AT 6.OZ.AT PANEL DOSES.UNLESS OTHERWISE Pi n •+• 4 x 4 P.T.POST NOTED ON PLANS an Na.N) �'1:�$�..rrr 6_ .0 7 X 4 INTERIOR STUD BEARING WALLS SHALL BE 7 X A STUDS AT 16'O.G.WIT BLOCKING AT MID ME16W FOR MALLS OVER R FEET NI6M.AND METAL X-BRACING(61MPSION STRONG TIE (MODEL DECKMALGONY GUARDRAIL REGUIREMENTSs M(MODELN GALV.STANDOFF POST BASE TYPE r B1 va.N. NO.BOLTS -PROVIDEDWrRED(7)G/b'DIA. III TMRU BOLTS A9 REWR 6.6 FLOOR AND CEILING FRAMING(UNLESS NOTED OTHERWISE ON ATTACHED REVISIONS • DRAWINGS): DIMENSION LUMBER. I. TOP OF 6VARDRAILS SHALL NOT BE LESS THAN 56'ABOVE XALKIX&SURFACE. I &b.l PROVIDE DOUBLE JOISTS BENEATH ALL BEARING PARTITIONS AND AT ALL ROUGH OPENINGS. 7. INTERMEDIATE TENNIS AMID POST SMALL BE SPACED 5G A5 TO PREVENT I I bb2 PROVIDE SOLID BLOCKING[PT1NeEN JOISTS AT BEARING WALLS RLPMIN6 PERPENDICULAR THE PASSAGE OP A 5'OR MORE DIAMETER OS ECT. L J TO WALL AND E:ETWEEN JOISTS TO EITHER SIDE FO PARTITIONS RUNNING PARALLEL TO FRAMING. E. 6UA/RDRAILS 5HALL BE LON5TRVLTED 50 AS TO PROVIDE 70OLBS OF CONCENTREATED bb9 PROVIDE SOLID BRIDGING,AT 8 FT MAX.OZ. LOAD AND 5OLB5/FT OF UNIFORMLY D15TRIEIVTED LOADS.REFER TO CNR 1&0-I6I5.5 AHD TABLE 16155 6.64 PLTNIOGD VJJBFLOOR SMALL BE GLLED AND NAILED WIT OD NAILS AT 10.O.L.TO INTERN->EDIATE 10-OIA.CONCRETE PIER MIN.4&'BELOW - SUPPORTS AND O RAILS L E D.C.D AND N EDGE SUPPORTS. 4. ALL PERK SMALL COMPLY WIT TIC,MA99 LINE5 COD STATE BULDINL LODE.IN0 LMR PIN15H GRADE GRAFTER 96-ONE AND TWO FAMILY DUELLING LODE,ALL MUNICIPALITY ORDINANCES AND BY-LAMS. _ 6.1 RAFTERS INNLESS NOTED OTHERWISE ON ATTACHED ORAWIN65), DIMENSION LUMBER. Nis�Zt Z9.�� 6. ALL STANDARDS FO UP AND APPLICABLE BUILDING MATERIALS SHALL MEET OR EXGEeD RECOGNIZED INDUSTRY ; STANDARDS FOR EAUi APPLICABLE TRADE. I END. 6. REFER TO OTHER DRAWINGS AS PART OF THIS SET FOR MORE DETAILED REWREMENi5 0 RE6ARDIN6 BUILDING MATERIALS,FOUNDATIONS AND 5TF44TMAL DESIGN CRITERIA, y L 70-25-02 TYPICAL P.T. DECK FRAMING DETAIL SCALE:5/4•+1'-O' 4 BARNSTABLE OAK ST. a r Id P PAUL A M " .o NO.-32098 UTILITIES HOUSE o m y L MITH i O C(ISI A.M. 1711202 b W Q,4 MIS ,� \ 88.31 , LOCUS MAP 102 N84 45'49"E i ' °�°J •QoAos�' \ o ASSESSORS MAP- 171 / 1>,Qf Q 1I gyp' PLAN REF.' 386191, LOT 170A 0' ,r j ZONING: "RC" cU GARAGE / 33.3 25• 2 SLAB p , ��' fpr. FLOOD ZONE.- "C" p Co O COMM.. PANEL / A,foA 250001 0015 C ��d os DATED. 8119185 ems *00 ' � 102 /' 2p PQ,c,*'Soy, 0�� . �0�� CI, J . O' TP�jO S� ° o 0 VERLA Y DISTRICT. „GP f1 1 BEDROOM SITE AND SEWAGE PLAN A� BENCHMARK OF LAND 0 TOP OF CA T, H BA AT ELEV. =100;0 ASS'ULI ) 1 1 LOCATED O 0 0 g 8? 24 JAM. ES OTIS ROAD \ A 0 CENTER VILLE MA. oA� PREPARED FOR RON AND JUDY DUCKER \ A.M. 1711204 NO VEMBER 22, 2002 A.M.' ' Jr 711203 SCALE: 1 = 20 AREA= 15,365 SF l 103 HOUSE d� �4, T a G CE �' \ \\ joy YANKEE SURVEY CONSULTANTS. ,�O UNIT 1, 40B INDUSTRY ROAD No. 749 #( v-'i �� P. O. BOX 265 � No. �ECISTEQ MARSTONS MILLS, MASS. 02648 r \ TEL.- 428—0055 FAX 420—5553 PAGE I OF 2 J 53296 DCB EL. 103 5 MP OF FOUNDATION r 20' MIN �r 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P.V.C. MIN. PI7CH 1/8 PER FT. 2"LAYER OF 102 1/8"-1/2" CONCRETE COVER 102 WASHED S70NE B"AIAX i / / ♦ / / ♦ ♦ ♦ / / 4' CAST IRON PIPE 6 MAX / 6 MAX (OR EQUAL MINIMUM y PI7rH 1/4 PER FT. RISER CLEAN C FLOW LINE SAND EL=99.6 INVERT 1 IN - 100 O 'SIN 14" ° °° o 0 0 0 0 o a o° GAS INVERT LEVEL BAFFLE 6" SUMP ° ° o a o 0 0 o a °° ° _ 96. 75 INVERT EL.= 99 5 IN INVERT ° ° ; ° °° - a.=-9J 75 -- F_L.= 99_25 EL.=_9_9__ 4 4' INVERT (710 BE PLACED ON FIRM BASE) DISTRIBUTION EL.=9$75 MECHANICALLY COMPACTED OR 6" OF STONE BOX 719 BE 1500 --GALLONS IF MORE ATHAN TERONE OUTLET STED _25' X 12.6' TRENCH FORMATION O N PROPOSED SEPTIC TANK PLACE ON 6'• S7nNE SOIL ABSORPTION DOUBLE WASHED STONE SYSTEM (SAS) PROFILE OF NO OBSERVED WATER TABLE (12/14/01) ELEV.= 89.0_ SEWAGE DISPOSAL SYSTEM NOT TO SCALE PERCOLATION RATE _- MIN./ INCH OBSERVATION HOLE I ELEV. DEPTH TEXTURE 0'-2' LOAM & SAND 2'-7' SANDY GRAVEL OVERLAY DISTRICT "GP" 7'-13' MEDIUM SAND ONE BEDROOM MAXIMUM GENERAL NOTES NO WATER 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. p - ?798 SOIL TEST TITLE 5 AND THE TOWN OF _BARN.STABLE---- RULES AND # - REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO DATE OF SOIL TEST 12110183 SOIL TEST DONE BY BAXTER & NYE WITHIN 6' OF FINISHED GRADE, OTHERS WITHIN 12" 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: J JACOBI - B.O.H. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN CALCULA TIONS.- 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. NUMBER OF BEDROOMS . 1 PROP 3 DESIGN) 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL GARBAGE DISPOSAL . . . . . . . . . NO BE MORTERED IN PLACE. TOTAL ESTIMATED FLOW 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH INSTALL TWO (2) ACME GAL/BIB/DAY-x _3_ BR.) 330 GALIDAY DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 500 GALLON LEACHING CHAMBERS ( -11--0-- OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. WITH FOUR FEET OF DOUBLE PROPOSED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR WASHED STONE SIDES AND ENDS IS TO CALL 'DIC- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION . . . . . . . . 1 PRIOR TO COMMENCING WORK ON. SITE. 25' X 12.8 DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . • 74 GAL/DAY/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE LEACHING CAPACITY (AREA X RATE) 347 GAL DA Y 8) PARCEL IS IN FLOOD ZONE___'C"-____. RESERVE LEACHING CAPACITY . . . 347 CAL%DAY 9) LOT IS SHOWN ON ASSESSORS MAP _17l_ AS PARCEL _203 , (25 X 12.8 X , 74)+(25 + 25 +12.8+12.8 X , 74 X 2) SHEET 2 OF 2 JOB NUMBER__ 53296 _--___