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HomeMy WebLinkAbout0970 PUTNAM AVENUE - Health 970 Putnam Avenue Marstons Mills A= 057-001 —001 a I . N� ' V4 J�� No. V 31� )M F1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes apphtation for disposal *pstem (ConstCUrtion Permit Application for a Permit to Construct(LT— Repair( ) Upgrade( ) Abandon( ) [}Co plete System ❑Individual Components Location Address or Lot No. 9170 AQ'ft AV-'C- ' Owner's Name,Address,and Tel.No. s'w4Y�r` Assessor's Map/Parcel ® 5 7--Cot-Co Installer's Name,Address,and Tel.No. Designer's ame,Address,and Tel.No., _y r;'u(r`vQ,q ,rtccY,sCM, IJ,PrC SCE �' dos YZ8�33�CY Type of Building: . <-� o' M" , ;1 l�j f .►�,x Dwelling No.of Bedrooms t Lot Size sq.ft. Garbage Grinder( ) Other Type of Building fe-ef kdeA44( No.of Persons Showers( ) Cafeteria( ) Other.Fixtures p� Design Flow(min.required) D gpd Design flow provided [ S� gpd Plan Date 3 ���/Cl Number of sheets l Revision Date ��c��l Title Sre"� P�ol �!oPo,{_1�91 Size of Septic Tank C S'®� (> l lmK Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) :P?5-144 S i> $�r'e-P/h 9 f- Quo( •t�U¢C -�-- F u��r'c (-(ol�s� �v c✓ 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 Boar of Health. S' a Date w Z - Application Approved by 4& 4f Date Application Disapproved by Date for the following reasons Permit No. U I— 0 9 Date Issued �3 Y _ - < k �V � w L No. (� �.i d Fe�F SV THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes . PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9pplitation for btsp ,fir *pstrm Construction 3pErmit Application for a Permit to Construct(+ Repair( ) Upgr e( ,) Abandon( ) E Ebmplete System ❑Individual Components 4 , Location Address or Lot No. C�J P-4,,an, Xt�"C"' 4' Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 57-GG j_or, Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. oyC�e 5��3 `/Z3' -1�7� l Type of Building: ,. Dwelling No.of Bedrooms Lot Size 12 sq.ft. Garbage Grinder( ) Other Type of Building 12-ef,,O4e It4iq( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) IV)O gpd Design flow provided `� gpd Plan Date 3 //g z/? , Number of sheets / Revision Date Vitt 3-1 Title- .5,. —���— Size of Septic Tank L S-Oo is//nti Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) :1:�154 ff S2n .L S zc-o eA re r y-GG( 'R/G/c 4- Fy k r-c H-Z'C s, �-(. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. j Si e U� Date cn Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2=019--a9ff Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS CPrtifitate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at 9 70 pu-�,,4mA,-ell L,e has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2o/G/- dated $ Installer f Designer fv 1 t i L, g hr t'ti r4 ;nc #bedrooms r� p a, tyf P n kf p l u* Approved design flow "///O T gpd The issuance of thi permit hall not be construed as a guarantee that the system will ctio esigned. Date ' Inspector --------------------------------------------------------------------------------------------------------------------------------------- No. y 0 C � Fee 6 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal �&pstem Construction VPrtnit Permission is hereby grantedto Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at r 7a Cc,�Ag1K 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:Constructi must be completjed within three {years of the date of this perm' . Date .� r �Y. l J / l� Approved by C✓ ?W No `-V Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes-- PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for Misposd *p#.tem Construction Permit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) ❑Complete System dividual Components Location Address or Lot No. q-1 b ?Ak1_rv' Aje. Owner's NQAe,Address,and Tel.No. F Assessor's Map/Parcel O$ —60%-ap Installer's Name,Address,and Tel.No. Designer's Name,Address, and Tel.No. (as Ck Type of Building: O ,-v``\_ .VA4 Sold Dwelling No.of Bedrooms Lot Size L49,I Z sq.ft. Garbage Grinder(N Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5YO gpd Design flow provided gpd Plan Date � I Number of sheets Revision Date Title SJi i_ T15n, Size of Septic Tank IS06 Type of S.A.S. 5t PCk'M\V 9(-SZ 1 Description of Soil Al b� Nature of Repairs or Alterations(Answer when applicable) aazm Chr""�04(— Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued 4� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by at Ci1 O � �y J\V-� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NZ)O/W dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector -- -- -_ -_----- -__------ ----- -- -- - - --- --- ----- -- - - ---------- - - No t () Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct(1< Repair( ) Upgrade( ) Abandon( ) System located at 0 T{AASn1 S\an< V�►�`5 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:Construction must be ompleted within three years of the date of this ermit. Date Approve � � t F � i N Asa. o. ( Z } Fee �IT s a,. o Q THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:—L Yeses`"' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Misposid 6petem Construction Permit Application for a,Permit to Construct(,,-)'''Repair( ) .Upgrade(. ) Abandon( ) ❑Complete System F.,1In3'ividual Components Location Address or Lot No. q j b ?vu rig rv� Avc, Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. TO,box C r Type ofBuilding: bS,NQ"j c YY% Dwelling No.of Bedrooms Lot Size 99 7 Asq.ft. Garbage Grinder QJ Other Type of Building No.of Persons Showers( ) Cafeteria( ) Y Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 311 a J I C, Number of sheets ` Revision Date Title s, 5,. t�Dic.araV�y+n��nl� Size of Septic Tank Isob htiti Type of S.A.S. 5Et '?;s kpNxA- Description of Soil Al� r y Nature of Repairs or Alterations(Answer when applicable) �u r cC_ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed . Date Application Approved by \ Datei / Application Disapproved by Date for the following reasons Permit No. q Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by at .�� t � 4 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N f"6' dated Installer: Designer #'bedioo is Approved design flow } gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed 3 , _ Date 4 j Insoector ------ - . ---.--_-_--.-----_----_-- _ - - --------- No,.O/ t d 4r Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS Bisposal *pstem Construction Permit , Permission is hereby granted to Construct(fir Repair( ) Upgrade( ) Abandon( ) System located at Q"7 0 ?Jar y, kv-c_ 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:Construction`must be completed within three years of the date of thiCby "i Date / �I Approve c? TOWN OF BARNSTABLE LOCATION/b ar W W, C.+.P, SEWAGE VV,LAGE ASSESSOR'S MAP&PARCEL 057 d`f INSTALLER'S NAME&PHONE NO. v�y cSCxrG� �(Z8' y 4 Z SEPTIC TANK CAPACITY LEACHING FACILITY:(type) — (o (size) NO.OF BEDROOMS `( OWNER (,?(, 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(c 03 Town of Barnstable Regulatory Services z Richard V. Scali,Interim Director BAMMAMMB''& ~ Public Health Division 059. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 7/1 1 12 0 1 9 Sewage Permit# 2019-098 Rev. Assessor's Map\Parcel 057-001-001 Designer: Sullivan Engineering&Consulting, Inc. Installer: Address• 711 Main Street/PO Box 659 Address: Osterville,MA 02655 5/23/2019 On n, QtAr—orivas issued a permit to install a (date) insta er) septic system at 970 Putnam Avenue based on a design drawn by (address) Sullivan Engineering&Consulting, Inc. dated 5/13/2019 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic:system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters applicable) \�W,Vjt OF Aggo. UTInstaller's Signature) col ray.•;,, � �- (Designer's Signature) (Affix De '.� ` p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE,RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification,Form Rev 8-14-13.doc -cc I tt4 ISTORAGE LOFT I E-D j Jj ii I I -— -------- L------ POOLHOUSE FOR SWAYLIK RESIDENCE F—I xR�W. I-I—1 970 P't...Marstons Mills,MA 02648 ------------ ------------ SECOND FLOOR PLAN p :a l. FIRST FLOOR PLAN PROGRESS ON 2.11.19 H -------------+ L D lid -A=1. — ---- ------------------------- -------- -------—------------ - - - - - - - - - - - - -—--------- E------------- ELEVATION — — -------- ------- - FRONT RIGHT SIDE ELEVATION 5CAL.E?lA'=l'-0" 51—ALE:'l,".V-0" ' — e oP iil � e• — — R� I i a IMFHdISHED • BASEMEN E j - I L------------j II 4 • S! 8d I II? POOLHOUSE FORSWAYLIK A RESIDENCE °II i y w f 70 A I Putnamam Ave. ' M.stons® Milis.MA a p n o264s I u p LOFT FRAMING PLAN FIRST FLOOR FRAMING PLAN FOUNDATION PLAN SCALE:,,"=1'-0" (5GNEMATIG LAYOUT ONLY) SGALE:'4"•I'-0° (SCHEMATIC LAYOUT ONLY) �/ \¢ •a•es — \ •a Jennifer BimcrielGa _ \Y i �•) PROGRESS ONLY s 2.11.19 , .",";.,,.mm =A= �- I �4'rtwieoo weo• GCAdSTld1GTION -.----- .------- .—. —._—. HIM gyp,•i °'°' a r A„,:,s .,F:wa a r wre ¢ FOUNDATION oairt PLAN.FRAMING omrI' ----- -- Y—• -- FLANS ELEVATIONS i --------------.—.—.—. i r I ii i i i i i i i ---cT 7-7=- --__-- -=__- _-- =---__- _-_�- e- _- __ -_--------- -_ ---_----------____-__---- 2 REAR ELEVATON LEFT SIDE ELEVATION SCALE:"'-1'0' SCALE:h"•I'0" t� j ! I ! ! i �v j ,.�.G —A TVo • _ FAMILY R( M y' ;- �€ w e' -$- 9!II i j III tl - ^/ FOR ESIDENCES RESIDENCE 970 Putnam Ave. Marstons Mills,MA 02648 a 3 BUILDING SECTION SCALE:'.'•('-0• I ham•L� eA r,,.r�,.r...c.�, � PROGRESS ONLY 2.11.19 'u a CEILING FRAMING PLAN ROOF FRAMING PLAN H SCALE:Ia"-F-O" (SCHEMATIC LAYOUT ONLY) SCALE: '-0" (5G-IEMATIG LAYOUT ONLY) y )ennil'cr Bimxlicl Ap rn�TMMil,. WINDOW SCHEDULE LA � oPENuaG slg oeslwAna+ oE9CR1PTIGN nAwEacTw�R II ,xa woic Bo.,o """1i''�"°r'E'�"'ate II ����:_ 9'-I'X 3'-a 13M' 0 39 6 LIGHT -ENT WIND(}L(TRIPLE WIIT) ANDER9EN a00 sERIE9 flWOpuRIGHT) I O 2—LIGHT!CLAD) j ,a3rA O LIGHi C65EITENi WNDOU f3WxaH)CLAD ANDER9EN a00 SERIES(WOODe1RK,Hi) I �,� „�+ O }'.T'.,•X 3'-4 —.---.--- iQ¢ O a A LIGHT CA9EnENT WIN—(CLAD)3WxTH —.ER9EN a00 sERIEs 1WOOD 1—TI H@ ___ CONSTRUCTION T -ey'x]'-ak' CNI]9 ]'.T'A'x 3'-0�' AT& 6 LIGHT AIWNG WINDOW f31M]H) ANDERBEN<00 BE—fWOODWRIGHT) I O 0 e1 .-.}/ 3} e O an DOCUMENTS © 3 SEE MaNIIF- BWIBII HOPPER BASEnENT WNDOU HAR�EY iy° ` I�rTr i y�yr Rye TOTAL NO.OF UNITS =14 �II j Ar>n Ar�A FRAMING PLANS, EXTERIOR DOOR SCHEDULE - — — --- -- secnaps�ow El SCHEDULE$ MARK OTT. yqH DESIGNATION DE9CRIPTtCN nANHFACTIIRER w, R)r noyB GLIDMG PATIO DOOR(A PANEL)5 LIGHT/PANEL —.ERSEN a00-.E. ❑4 1 II-9'x 6'-B' fYWxdH)CLAD j Wn>r.n Im • ms.• I NWl9BB 10 LIGHT INSWING PATIO DOOR—41 CLAD .WDER9EN 400 SERIES j '�' reru 55ET09 I[BEAD BOARD)PANEL PBERGLASS ENTRY DOOR -E—A iFBI snOOTY sTAR —.�.—. .—---._.--- .—.—.-----.—---------------. B BUILDING SECTION TOTAL No.OF EXTERIOR DOOR5:4 3 ,:t 2x10 ROOF RAFTERS•16"OL.WIV EXTERIOR ROOF SHEATHING OVER (TYPICAL)W/ICYNENE INSULATION R-4/INCH (R-3T) CERTAINTEED PRO/PREMIUM LANDMARK(30 YR ARCHITECNRAL)ON 15•FELT PAPER ON e'PLYWOOD SHEATHING.(ICE•WATER SHIELD FIR5T 5'-0" MAINTAIN I•DEPTH FOR INSULATION COPPER FINIAL BAFFLE A PROPER AIRROVI (TYPICAL) SIMP• H2A HURRICANE CLIP (E4 RAFTER)TYP STANDING 5EAM CAPPER ON 30•FELT PAPER ON%"PLYWOOD ROOF F ALW-IINUN GUTTER ON IXS 1h" ST E F1 514 W/SMOOTH SHEATHING(CUPOLA ONLY) FA5CIA(PVC) PLASTER FINISH ON STRAPPING s 16"OZ. 2X5 ROOF RAFTERS•16.OC h"BLUEBOARD WSMOOTH PLASTER FINISH (2)2X4 PLATE Say'CROWN 2X6 STIIOS•ib"OZ. IOULDING POOLHOUSE W/5'h"ICYNENE INSULATION l—.S)ON FORSWAVLIK R-4ANCH(R-22) Ix5 FASCIA I'h•BED MOLDING ON1X6 Si„- RESIDENCE FRIEZE SD. 6• 970 Ill"BED MOULDING Putnam Ave. (PVC)TYPICAL MarsTOus Mills.MA (2)2—HDR W/'h" 02648 CDX PLYWOOD I TYPICAL EAVE DETAIL 4 SCALE: Ih•I'-0" V a 2X4 STUD WALL , (CUPOLA ONLY) ANDERSEN 4 PANEL SLIDER V (SEE WINDOW f DOOR P. SCHEDULE) O•PL-11-D SUBFLOOR GLUE r SCREW // (I I \\ ARCHITECTURAL ASPHALT .G / III \ 5HINGLES(GAF-WEATHERED) I I I // /�I t�\ \\ ON e"(5-FELT PAPER ON ROOF 5 EATHING 61 2-2X6 AB.•36"OL.AND 11k"TJI 560 JOISTS•16"OG.W/ICYNENE I 1 WITHIN 12"6 ALL COFFERS INSULATION(OPEN CELL)R-4/INCH(R-4T) / LLI \ Jennifer Bi—ml PATIO FORPOOL SURROUND (DESIGNED BY OTHERS) / \ S d dIIO / ���...�•L^' d •L j Issas FaR CONSTRl1CTION A ° 2-2X4 SILL DCK'4MENT5 III=1 I I=1 I=I I I=1 I=I 1l 3 CUPOLA DETAIL I-III—III—III—III—III-I • 2-5 REBAR T.OW.AND BCF. 4 SCALE: I I-III-III-III-i -I I TYPICAL) I-III-III-III-III-III=1 � FRlJ'11NCa DETAILS III—III—III—III—III—III d 10-CONCRETE FOUNDATION —III—III—III—III—III- ° WALL W/4"SHELF FOR FLOORX12 III-I I I-III-I I I=1 I I-III G JOISTS ON 24"W RET _ CONTINUOUS C"OFE 1 FOOTING WlJX4 KEY=III=11I=11=11I=III=1 PROGRESS ONLY III=III=III-III=III=III 2.11.19 2 RAISED SILL DETAIL 4 SCALE: I'h"•I'-0" 4 GENERAL NOTE9: FOUNDATION AND CONCRETE NOTES: TEMPORARY SHORING: FRAMING NOTES(CONTJ I. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD I. SPREAD FOOTINGS SHALL BEAR LEVEL ON UNDISTURBED I. THE CONTRACTOR MUST PROVIDE TEMPORARY 11. ALL"PARALAMS'(MACMILLAN BLOEDEL,INCJ VERIFY ALL DIMENSIONS,SIZES OF EXISTING FRAMING SOIL HAVING AN ALLOWABLE BEARING CAPACITY OF STRUCTURAL SUPPORT OR SHORING AS REQUESTED OR'MICROLAMS"(TR)5-JOIST CORP-)SHALL BE MEMBERS AND BEAMS,EXISTING WINDOWS AND DOOR 2 TONS PER SQUARE FOOT. TO INSTALL STRUCTURAL FRAMING AS CALLED FOR INSTALLED IN ACCORDANCE WITW MANUFACTURER'S SIZES SHOULD BE VERIFIED.NEW AND EXISTING FLOOR ON THE DRAWING5. INSTRUCTIONS. THE MINIMUM ALLOWABLE BENDING RIDGE.CLATTER FASCIA AND GRADING CONDITIONS 2. IF BEARING MATERIALS WITH A LOWER BEARING CAPACITY STRESS!F )SHALL BE 2.80E PS).THE MINIMUM SHOULD BE VERIFIED. ALL VERIFICATIONS MUST BE DONE THAN TWO TONS PER SQUARE FOOT ARE ENCOUNTERED At 2. IT 19 THE CONTRACTOR'S SOLE RESPONSIBILITY ALLOWABLE LOMPRE551pN 5TREN6TH 5TRE55(Fc) BEFORE THE CONTRACTOR PROCEEDS WITH THE WOW OR THE SPECIFIED ELEVATIONS,THE UNDERLYING UNSUITABLE FOR PROVIDING ADEQUATE TEMPORARY SHORING, SHALL BE SW PSJ THE MINIMUM ALLOWABLE ORDERING OF MATERIALS. MATERIAL IS TO BE REMOVED.EXCAVATE DOW TO MODULU5 OF ELASTICITY M)5HALL BE 2p00J000 SUITABLE SOIL G CAST ACCORDINGLY. PSI 2. ALL WORK 5HALL CONFORM WITH BOTH STATE AND LOCAL 3. THE CONtR TOR MUST PROVIDE ADEQUATE LATERAL GOVERNING CODES, 3, NO FOUNDATION SHALL BE PLACED IN WATER OR ON BRACINGG, ALL SHORES MUST BE CONTINUOUS THROUGH 12. ALL PLYWOOD SHEATHING SHALL BE GLUED TO 3. ALL WORK$HALL BE COMPLETED TO THE OWNER'S FROZEN GROUND. THE FLOOR LEVELS OR SOLIDLY BLOCKED BETWEEN SUPPORTMNG WOOD FRAYING MEMBERS USING SATISFACTION. FLOORS. ALL SHORES MUST BE CARRIED DOWN TO AMERICAN PLYWOOD ASSOCIATION(APA)GLUED FIRM BEARING MATERIAL AND THE LOAD MUST BE FLOOR SYSTEM. WOOD GLUE TO BE GOATEES,INC. 4. IT 15 NOT THE INTENT OF THESE PLANS TO SHOW ALL 4. FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL ADEQUATELY SPREAD OUT IF SUPPORTED ON THE OR AP ROVEDOR AND CONSTRUCTION ADHESIVE i FASTENING DEVICES OR FRAMING TECHNIQUES NOR ALL PROJECT IS COMPLETE EXISTING BASEMENT SLAB. OR APPROVED EQ14L EXISTING"CONCEALED"GL)NDITICNS. 5, BACKFILL AT ANY PORTION OF THE BUILDING SHALL 5. ALL CGNSTRW AN RELATED DEEIRS SHOULD BE BE COMPACTED IN 6^LIFTS 6 95%COMPACTED GRAVEL PERIODICALLY AND COMPLETELY REMOVED FROM AS APPROVED BY AN ENGINEER FRAMING NOTES: 13. SHALL E FULL USING CONVENTIONAL LUMBER THE SITE. SHALL TO FULLY SPIKED TOGETHER WITH 2-10D NAILS(TOP I BOTTOM)AT B°OL.OR WnJ 6. FLASHING AND COUNTER FLASHING IS REQUIRED AT 6. BACKFILL NO EXTERIOR WALLS UNLESS PERMANENT L ALL FRAMING LUMBER SHALL BE HEM-FIR OR SPF. 2-124°x 3 In"LONG LAG BOLTS(TOP G BOTTOM) ALL ROOM MTER5ECTIONS AND VALLEYS,DOOR STRUCTURAL SUPPORTS(FRAMED FLOORS AND SLABS) (SPRUCE-PINE-FIR)SELECT STRUCTURAL GRADE NO.2 AT 16"- AND WINDOW OPENINGS AND ALL OTHER PENETRATIONS ARE IN PLACE,BRACE ALL WALL5AND GRADE BEAMS SURFACED GREEN OR APPROVED EQUAL(UNLESS THROUGH THE ROOFS OR THE SIDE WALLS. DURING BACKFILLING. POOLHOUSE OTHERWISE SPECIFIED)AND SHALL MEET THE 1. CONTRACTOR SHOULD VISIT THE SITE PRIOR TO REQUIREMENTS OF THE NATIONAL FOREST PRODUCTS STRUCTURAL STEEL NOTES FOR SWAYLIK SUBI-IITTING 4 BID. 1. CONCRETE WORK SHALL CONFORM D THE LATEST STRESS(FE) THE MINIMUM ALLOWABLE BENDING RESIDENCE AODR V CONCRETE INSTITUTE LATE CODE FOR"BUILDING ALLOW B E SHALL BE 1,15E THE THE MINIMUM B. CONTRACTOR SQUALL PAY FOR ALL PER-NITS AND CODE REQUIREMENTS IO AND REINFORCED CONCRETE" d PSI. M MODULUSCOMPRESSION STRESS(FL)SHALL BE L NO IL ME STRU CONNECTIONS SHALL BE MADE IUP G RELATED FEES. AND°SPEGIFILdTIONS FOR STRUCTURAL CONCRETE FOR 405 P51. THE MODULU OF ELASTICITY(E)SHALL UNTIL THE STRUCTURE WAS BEEN PROPER_Y ALIGNED. 9 CONTRACTOR 15 RESPONSIBLE FOR STAKING QUT THE BUILDINGS". BE BE 1,400,00E PSI INTERIOR NON LOAD-BEARING BUILDING IN ACCORDANCE WITH THE OWNER'S SURVEY STUDS MAY BE SURFACED DRY NO.2 SPRUCE,ONLY 2- ALL STEEL LALLY COLUMNS SHALL BE CONCRETE- 970 AND THE SITE PLAN- ANY DEVIATION OR PROBLEM B. CONCRETE SHALL NAVE MINIMUM DAYS WITH A SLUMP UPON APPROVAL OF ENGINEER STRENGTH LP 3 AN 4 PSI AT 2D DAYS WITH A SLUMP 6 FILLED CONSISTING S A CONTROLLED MIX WHICH SHALL Pions A­ SHOULD BE REPORTED i0 ME DESIGNER PRIOR TO ATTAIN AN ULTIMATE STRENGTH OF SO00 PSI IN 25 DOTS. Marstons Mills,MA OF NO MORE TURN 4•AND AIR EIS N ENTERTAINMENT E 4-6%. EXGAVATICN_ERSE ALL CORPORATION 5HALL Q L)_ ALL WIND MACHINE MIXED AND MECHANICALLY VIBRATED TO THE USE OF CALCIUM CHLORIDE IS NOT PERMITTED.PROVIDE 2.USE 3/4"TONGUE AND GROOVES In"TJRALEXTERIOR GRADE U2648 BY ANDERSEN CORPORATION(OR EQUAL). ALL WINDOWS ELIMINATE vO1Dg AND INSECURE DENSITY IN CONFORMANCE PROPER CONCRETE PROTECTION IN HOT OR COLD WEATHER FIR PLTUIOOD FLOOR SHEATHING. IR"EXTERIOR WALL BE FURNISHED WITH HIGH PERFORMANCE GLASS WITH THE REQUIREMENi9 OF THE CONCRETE PORTION OF THE AND MAINTAIN PROPER GORING PROCEDURES IN ACCORDANCE STRUCTURAL GRADE FIR COX PLYWOOD ROOF DOUBLE MSULATEO GLASS- HORIZONTAL WEATHER STRIP WITH ME 4LJ. gFIEATHING EDGES BLOOKED WITH LUMBER OR SPECIFICATIONS. THE°LALLY°COLUMN MANUFACTURER ALL WINDOWS S TOP RAIL,CHECK RAIL,AND BOTTOM RAIL OTHER APPROVED TYPE OF EDGE SUPPORTS,Imo" SHALL GUARANTEE THE SAFE CONCENTRIC OR AXIAL WORKING ALL WINDOWIS SHALL BE ME SIZE LISTED ON THE WORKING EXTERIOR STRUCTURAL GRADE FIR COX WALL LOAD CAPACITIES: DRAWINGS" 3 STEEL REINFORCEMENT SHALL CCNFCRY TO AS.TM.615. SHEATHING,FACE GRAIN PERPENDILULdR TO V 10. THE CONTRACTOR SHALL COORDINATE THE WOW OF THE GRADE 60. SUPPORTS AND CONTIINUOIUS OVER TWO OR MORE SIZE UNIS-CED WEIGWi LOAD � PLUMBING.ELECTRICAL AND HEATING SUBCONTRACTORS. SPANS,ALL IN ACCORDANCE WITH TABLES 82491 AND It. ALL MATERIALS MID WORKMANSHIP SHALL BE GUARANTEED 10. ALL CONCRETE SLABS PLACED ON GROUND SHALL BE 1A AND SECTION 524 OF THE MASSACHUSETTS BUILDING CAPACITY 1 FOR THE PERIOD OF ONE YEAR AFTER ME FINAL REINFORCED WITH 6x6-10/10(MIN.)WELDED WIRE FABRIC CODEIj REINFORCEMENT AND SHALL CONFORM TO AS.TM.AIDS.AND 3 I(2'DNA. 10 FEET 33p00 CBS. ACCEPTANCE OF THE CONSTRUCTION - 4" Dlp 10 FEET 41=0 LB5. .. 5HALL LAP 6"MINIMUM OR ONE SPACE.1WIGHEVER 19 LARGER 4 1(J"DNA. 10 FEET 61p00 LB5. LAND SHALL BE WIRED TOGETHER 3. ALL EXTERIOR WALLS NL 56 2X6 STUDS AND INTERIOR WALLS 5^ DIA. 10 FEET 16RJ00 LB5. L I1. ALL CASINGS AND TRIM D THE EXTERIOR SHALL MATCH 2X4 STUDS a 16"OL UNLESS OTHERWISE NOTED. 5 IR`DIA IO FEET 91J000 LB5. V IN DESIGN ME EXISTING DETAIL. THE PAINTING,GUTTERS. �j MATCH AND CLAPBOARDS.AND SHINGLES SHOULD dL50 III WHERE CONTINUOUSLY BARS ARE CALLED FOR THEY SHALL BE G MATES AND BLEND WITH EXISTING 5TR1GrilRE UNLESS RUN CONTINUOUSLY S OR W CORNERS DISCONTINUOUS LAPPED AT 4. PROVIDEWINDADEQUATE WALL RESISTANCE TO RACKRNCa OTWEFdUISE DIRECTED. NECESSARY SPLICES OR HOOKED S.UNLESS OTHER ENDS. BT CORNER WIND BRACING OR ANCHORAGE OF 3. CONNECTION BOLTS TO BE INN DIAMETER HIGH ERENGTN, LAPS SHALL BE d0 BAR DIdMIETERS,UNLESS OTHERWISE STRUCTURAL SHEATHING TO PLATES. AS.TM.A 325. PROVIDE q MINIMUM OF 2 BOLTS PER Jennifer Bimsliel 13. 5 CONTRACTOR SHOULD PROVIDE ADEQUATE BRACING SNOUR. CONNECTION, USE In'DE MINIMUM CAP PLATE OR U BASE SHORING OF ALL WORK R REQUIRED AND PROVIDE PLATES FULLS'WELDED ALL AROUND AT COLUMS WITH A w>ni ilia SAFETY MAS AND WEATHER PROTECTION TO PREVENT ANT R. DOUBLE SOLID BLOCKING BETWEEN JOISTS AND/OR DRAWINGS- REMAIN. FILLET WELD,OR AS OTHERWISE SPECIFIED IN THE DAMAGE TO THE EXISTING INTERIOR WORK SCHEDULED TO 12. INSTALLATION O REINFORCEMENT 5HALL BE COMPLETED DOUBLE ALL JOISTS UNDER EACH PARTITION. AT LEAST 24 uOURS PRIOR TO SCHEDULED CONCRETE DRAWINGS. REMAIN. PLACEMENT.NOTIFY DESIGNER OF COMPLETION AT LEAST �rN" `�" 14. ALL FINAL INTERIOR FINISHES TO BE SELECTED BY ME 24 UOJRS PRIOR TO SCHEDULED COMPLETION. 6.USE FULLY NAILED METAL CONNECTORS(TECO. 4. ALL STEEL SUALL WAVE THREE COATS OF RUST-INHIBITIVE OWNER SIMPSON,OR EQUAL,JOIST OR BEAM HANGERS)WHEN PRIMER PAINT. TOUCH LIP ALL WELDS.SCRATCHES OR •�,, ,�^' I5. ALL INTERIOR WALLS AND CEILINGS i0 BE Irl" 13. PLACEMENT OF CONCRETE POlR5 FOR FOUNDATION WALLS JOISTS OR BEVY FRAME INTO OTHER JOISTS OR BEAMS. SCRAPES IN THE PAINT AFTER THE ERECTION. BLUEBORIO WITH SKIM CHAT FINISH APPLIED t0 OBTAIN GRADE BEAMS SHOULD NOT EXCEED 60 FEET IN ANY IS SMOOTH MONOLITHIC COAT FE READY APPLIED RECEIVE 5TRAIGHT LENGTH AND SHOULD HAVE VERTICAL 2'%4'KEY S. WELD ALL STEEL CONTACT SURFACES(OTHER THAN FINAL FINISHES. IF NOT SPECIFIED OTHERWISE PREPARE AND CONTINUOUS REINFORCING f40 BAR DIAMETER MINIMUM/ 1. FOR ROW.WINDOW OPENINGS UP TO 3 FEET USE 2-2X6 BOLTED CONNECTIONS)WITH A CONTINUOUS 3/16" SURFACES WITH ONE COAT CI PRIME LAND TWOREPA THROWN THE CONSTRUCTION JOINT. HEADER BEAMS,FROM 3 TO 6 FEET USE 2.2X8 HEADER (MINIMUM)WELD. COATSPAINT. BEAMS AND FROM b TO B FEET USE 2XIO HEADER BENTS, I--F� IA. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE EXCEPT A5 NOTED OTHERWSE ON THE PLANS OR 16.HEATING,VENTILATING,PLUMBING AND ELECTRICAL TO THE PROPER RADII ESTABLISHED BY THE AMERICAN ELEVATIONS. CGPISTRUGTION CONCRETE INSTITUTE. UNDER NO CONDITIONS SHALL HEAT BE SYSTEMS SHOULD BE INCLUDED IN THIS CONTRACT. ALL DOCUMENTS EXI5TING SYSTEMS 5WOULD BE MODIFIED AND EXTEND TO APPLIED TO THE BARS TO OBTAIN BENDS. INCLUDE THE NEW ADDITION. IT 15 THE CONTRACTOR'S 8. ALL FRAMING TO BE INSTALLED IN ACCORDANCE WITH RESPONSIBILITY TO INCLUDE THIS PHASE OF ME PROJECT I5. THE USE OF CONTROL JOINTS IN THE SLAB IS RECOtTIENDED ME MARSdCHUSETTR BUILDING CODE REQUIREMENTS IN HIS WORK AND TO COORDINATE ALL SUBCONTRACTORS TO CONTROL CRACKING. 5AW CUT TO A DEPTH OF ONE-FIFTH AND GENERAL FRAMING PRACTICE AS DETAILED IN AS REQUIRED. ALL MECHANICAL AND ELECTRICAL OF THE DEPTH OF THE SLAB.MAXIMUM SQUARE FOOTAGE NOT "TWE ARCHITECTURAL GRAPHIC STANDARDS"BY PROGRESS OTrTL�J SUBCONTRACTORS MLR;SECURE PERMITS AND APPROVALS TO EXCEED SOO SQUARE FEET. RAMSEY AND SLEEPER Cl� GRE l� SF'ECIFICATIGNS AT APPROPRIATE PWASE5 OF THE WORK 2.11.19 16. DAMPROOF ALL FOUNDATION WALLS BELOW GRADE. 9. ALL F RA STUDS TO ALIGN WITH FLOOR JOIST N IM. GENERAL CONTRACTOR SHALL NOTIFY DIG-SAFE FOR ROOF RAFTERS. LOCATION OF ALL UNDERGROUND UtILITIES PRIOR TO 11. GROUT TO BE NON-SHRINK AND NON-METALLIC WITH A EXCCTRIC N. MINIMUM CE FVE-STAR STRENGTH OF SI000 P51 At 28 10. THE CRO55 WALLS AND TIE BEAMS ARE TO PROVIDE TUNE ID. ELECTRICAL OGNTN QUA TO COORDINATE WITH OWNER DAYS.USE FIVE-STAR GROUT OR EQUAL LATERAL RESTRAINT FOR THE BUILDING AND SHOULD BE FOR LOCATIONS AND QUANTITIES ITEMS OF ALL NEW AND WALURELY ATTACHED AT EACH END AND THE EXTERIOR RELOCATED ELECTRICAL ITEMS SUCH I'5 TDUPLEXELEPW WALLS. POSTS BE FULLY MEED STRUCTURE ABOVE THE OUTLET (INTERIOR AND EXTERIOR).N CT TELEPHONE FIRST FLOOR t0 BE FULLY SECURED i0 PROVIDE LATERAL JACKS. R AND ER STATIONS,i.V EGNNECTIONS,LIGHTING RESTRAINT. (INTERIOR AND EXTERIOR),SWITCHING ETG S L_ f4tOWN OF BARNSTABLE LOC ATION -t u 04 M A SEWAGE # SIG Jac , VIkAGE A611ZZ%gv$"Ibk- 4,/1l ASSESSOR'S MAP & LO'10 7 INSTALLER'S NAME&PHONE NO. SaA,-) ,fL A /-6 �4a SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 4- ��'' �✓`'�yy5 (size) ;",0 A IYI%X VhS sZ NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: IQ'31- V 6 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 k3l N TIre -4 X k _ J - 7 _)!10l No. 96 SV Fee ! vv `�"� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYicatfon for �Migpooar *p.Mem (fouttruction i3ermit Application for a Permit to Construct(A)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. L v i I pu fa.A^ h-e. Apf..E: Owner's Name,Andress and T-1.No. j'.97.0 e$�,+ f r S(,I- 7,u/" -F t S / Assessor T di= ^7'�/ 00 3 3 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. QAw 9 ell i^9s Type of Building: Dwelling No.of Bedrooms ✓� Lot Size 'y`� 1 Z g sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures s S Design Flow 3 0 gallons per day. Calculated daily flow gallons. Plan Date 9/Z`/ ` Number of sheets Revision Date Title Size of Septic Tank f So 0 Type of S.A.S. &F/,,a&o s Description of Soil he r /a 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 a not to place the system in operation until a Certifi- cate of Compliance has been issued y this Boaz f He h. ®— 31 ` lv/ Signed 8C4 Date """' `' Application Approved by Date /6— Application Disapproved for the following reasons Permit No. 5� _ � r ; 2 ! Date Issued — �No. 16— �O�� ��' ,'.?--'��l✓ �c� � �" Fee w { THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,, MASSACHUSETTS ZIpprication for Mtgogal *pgtem Construction Permit Application for a Permit to Construct()t)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. - P�tw .� /�r�°. ('�f...f Owner's Name;Address and 1.No. Assessor's Map/Parcel pro Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ON Type of Building:', r ,:`• f Dwelling No.of Bedrooms Lot Size "/ Z g sq.ft. Garbage Grinder Other f? f Type of Building No.of Persons 4f r > ' Showers(i ) Cafeteria(' ) Other Fixtures i t DesignFlow ' 34 s S gallons per day. Calculated daily flowgallons. Plan Date 9�7 /IL r Number of sheets / r .• RevisionjDate Title Size of Septic Tank 1500 Type of S.A.S. /f.a Fe.s Description,o Sf oil Nature of Repairs or Alterations(Answer when applicable)_ Date last inspected: t� Agreement: ! / F The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board f Heal Signed Date } . Application Approved'by' ,�c.�G Date ZQ 1A —?A Application Disapproved for the following reasons Permit No. e=1/ C P.�_ Date Issued ———————————————————-———————————*——--———— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Dis osal System Constructed Repaired Upgraded ( ). - Abandoned( )byn at t `'���'a '' �. d r , has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No'. to— :5"2 / dated AQ r Installer W o r E`/o t{ Designer hd w co e t The issuance of this permit sliall not be`construed as a guarantee that the system will fun t on as designed. 4 Date A Inspector - --------------------------------------- 1, l f No. 616 Sal 1 t s Fee THE COMMONWEALTH,OF MASSACHUSET r, , f PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS -� a Migpogar *pgtem Congtruction Permit Permission is hereby granted to Construct( y )Repair( )Upgrade( )Abandon( ) System located at r o r / /'�E a ,.+ �/lz ti ew,64 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: f O —14 — 9'L Approved by T BORIOLOTTI CONSTRUCTION, INC. r� 45 INDUSTRY ROAD, MARST'ONS M ILLS, MA 02648 �`� 508-771-9399 508-428-8926 FAX: 508-428-9399 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: v Date Of Inspection J/ Inspec or's Name: O er's Name and Address: CERTIFICATION STATEMENT: I Certify that I have personally Inspected the Sewage Disposal System at this address and that the informs- tion reported below is true,accurate and complete as of the time of Inspection. The Inspectioin was perform- ed based on my Training and Experience in the Proper Function and Maintenance of On-Site Sewage Dis- posal Systems.Th ystem: ^ Passes Conditional asses Needs Fu r Eval itio y the Local Approving Authority Failur Inspector's Signature Date: TheSystem Inspecto s iall submit a copy of this Inspection Report to the Approving Authority with Thirty (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 Offie of the Department of Environmental Protection. The Original should be sent to the System Owner and copies sent to the Buyer,if applicable and the Approving Authority. INSPECTIO A) SYST PASSES: 1 have not found any Information which i ndicates that the System violates any of the fail- ure criteria as defined in 310 CMR 15.303. Any Failure Criteria not evaluated are indi- cated below. B) SYSTEM CONDITIONALLY PASSES: One or more System Components need to be Replaced or Repaired. The System,upon completion of the Replacement or Repair,Passes Inspection. Indicate yes,nor,or not determined(Y,N,OR ND). Describe bases of determination in all instances. If"not determined",explain why not. The Septic Tank is Metal,Cracked,Structurally Unsound,shows Substantial Infiltration or exfil- tration,or Tank Failure is iinuuinent. 'The System will Pass Inspection if.Existing Septic Tank is Replaced with a conforming Septic Tank as Approved by the Board Of Health. Sewage Backup or Breakout or High Static Water Level observed in the Distribution Box is due to broken or obstructed pipe(s)or due to a broken,settled or uneven Distribution Box. The System will pass Inspection if(With Approval of the Board Of Health): - 1 - f SUBSURFACE SEWAGEDISPOSAL POSAL SYSTEM INSPECTION FORM S PART A CERTIFICATION(cowinucd) Broken pipe(s)replaced Obstruction is removed Distribution Box is levelled or replaced The System required pumping more than four 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(g)are-replaced - Obstruction is removed 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 the public health,safety and the environment. 1)SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT.FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 Feet of a surface water h . r privy i within SU Fee f a bordering ve etated`wetiand or a salt mars . . Cess t o s w th t o . . P� . P vY g g 2)'SYSTEM WILL FAIL UNLESS•THE BOARD OF 11EALT11 (AND PUBLIC WATER SUPPLIER,IF APPROPRIATE)DETERMINES THAT THE SYSTEM ISFUNCTION- ING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT:. . The system has a septic taiilc and soil absorption system and`is within 100 Feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is with a Zone I of a public water supply well. The system has a septic tank and soil absorption system and is within 50 Feet of a private water supply well. The system has a septic tank and soil absorption system and is less than 100 Feet but 50 Feet or more from a private water supply well,unless a well water analysis,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from the facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. D)SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined in 310 ChM 15.303. The basis for this determination is identified below.' The Board of Health should be contacted to determine what will be necessary to correct the failure. Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of efluent to the surface of the•ground orisurface waters due to an,., overloaded or clogged SAS or,cesspool ,, 5 r , k , K` Static liquid,level in the.distribution box above outlet invert due to an overloaded or clog- , „ ged,SAS.or ,cesspool r ., r '?. .Liquid depth in.cesspool is less4han ti"below:invert or,available volume is less'than 1/2 day flow. Required pumping more titan 4 times in the-last year NOT due to clogged or obstructed pipe(s). Number of times pumped -2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. Any portion of a 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 I 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. If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds,ammonia nitrogen and nitrate nitrogen. E)LARGE SYSTEM FAILS: The following criteria apply to a large systent in addition to the criteria above: The,design flow of a system is 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the enviro.nmetlt.because;one or moreof the following oondrtions exist:,.. ;. sy .. ry y y , . < The, stem is wttlun 400 Feet of a surface dunking water suppl ` The system is within 200 Feet of a tributa toga surface drinking water.supply' The system is.located in a nitrogen sensitive area Interim Wellhead Protection Area (IWPA)or a mapped Zone ll of a public water'supply well. The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM r _ PART B :CIIECKLIST Check if ae following have been done: V Pumping information was requested of the owner,occupant,and Board of Health. _None of the system components have been pumped for atleast two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As-built plans have been obtained and examined. Note if they are not available with'N/A. _/The facility or dwelling was inspected for signs of sewage back-up. %The system does not receive non-sanitary or industrial waste flow. The site was inspected for signs of breakout. _ All system'components,excluditig life Soil Absorption System, have been located,on site. v"Me septic tank manholes were uncovered,opened,and the interior of the septic tank was in- condition of baffles or tees, material of`construction,dimensions,.depth of liquid, spected for pth of sludge,depth of scum. e size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. -3- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART II CIIECKLIST(cou(inucd) �e facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of Subsurface Disposal System . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION FLOW CONDITIONS RESIQF L! Design Flow: Gallons Number of Bedrooms:3 Number of Current Residents:_;; Garbage Grinder: ' 0 Laundry Connected To System: Seasonal Use:,v�C) Water Meter Readings,.' actable: Last Date,of Oavpancy CO ND MMI�R 1�A��i//�I� _.IST IAi._"�Q ..-... TyrMW-..of YW merit: 5 . . r2 . . . '` ' ; •.� cP .. .. Design Flow: aallons/day Grease Trap Present: (yes or no),- Industrial Waste Holding Tank Present: . Non-Sanitary Waste Discharged To The Title V System: Water Meter Readings,If Available: Last Date of Occupancy: OTHER: Describe) Last Date of Occupancy: - GENERAL INFORMATION PUMPING RECORDS and source of information: System Ptunped as part of inspection:4 )(3 If yes,volume pumped: gallons Reason for pumping: �F SYSTEM: .. . Septic TanIdDistribudon Box/Soil Absorption System Single Cesspool Overflow Cesspool Privy Shared System(If yes,attach previous inspection records; if any) - Other(explain): RO AGE of all components,date i stall edCifknoVvn1and,sourceof information: Sewage odors detected when a iving at t site: /1(er -4- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM TART C GENERAL INFORMATION (continued) SEPTIC TANK: f� Depth below grade: I/ Material of Constnuction: Al"concrete metal FRP Other (explain) — Dimisions: 4X6: Sludge Depth: .41 Scum Thickness: Distance from top of sludge to bottom of outlet tee m—c: j Z Distance from bottom of scum to bottom of out let tee or baffle: Comments:(recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to utlet invert, structural integrity,evidence oft aka e, etc.) C GREASE TRAP:/_ At Depth Below Grade: Material.of Construction: concrete metal FRP Other (explain) _ -,. Dimensions: - --'ScUin'Thickness: Distance from top of scum to top'of outlet tee or b1111C' Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles;depth of liquid level in relation to outlet invert, stnuctural integrity, evidence of leakage.etc:) TIGHT OR HOLDING TANK: Depth Below Grade: Material of Construction:-__concrete__melal_FRP_Otlier(explain) Dimensions: Capacity:__ _gallons Design Flow: gallons/day Alarm Level:Comments: (condition of inlet (ee, conditio_n of alarm and float switches, etc.) DISTRIBUTION BOX: , Depth of liquid level above outlet invert: 4WAv Comments: (note if el an distribu(i n is rqt• ,evidence of solids carry-over, evidence of I age i or opt of box,etc.) ___Pump.is in working order:Comments: (note condition of pump chamber,condition of Bumps and appurtenances,etc) i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) SOIL ABSORPTION SYSTEM(SAS): f� (Locate on site plan,if possible;.excavation not required,but may be approximated by non-intrusive methods) If not determined to be present,explain: Type Leaching pits,number: Leaching chambers, number:Leaching galleries,number: Leaching trenches,number,length: Leaching fields,number,dimensions: Overflow cesspool,number: Comments: (note condition of soil,signs f It d ulic failure level of ponding,conditi n of vegetation, etc CESSPOOLS:—.426 Number and configuration: `"Deptit-top of liquid to inlet invert: Depth of solids layer: w Depth of"scum layer: - Dimensions of Cesspool: Materials of construction: indication of groundwater: Inflow(cesspool must be pumped as part of inspection) Comments:(note condition of soilk,signs of hydraulic failure, level of ponding,condition of vegetation, etc.) PRIVY: Nd Materials of construction: Dimensions: Depth of Solids: Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc.) ......., t '... .. .._.. ...... .. _... ... _ .....� .. _ _ .. _ ... .., .. .. _ ..f. .,�,..... � of M,„.,. I ..Mr�....a ..._.._...._...._...-»_...-.,.. ........_._. .. .._........-..�.--•-`-_ -.. _...... ._ _ .. ..................... _. ......,........... .. -6- r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) SKETCH OF SEWAGE DISPOSAL SYSTEM: Include ties to atleast two permanent references, landmarks or benchmarks. Locate all wells within 100 Feet. rl u .. c� c-m o El DEPTH TO GROUNDWATER: Depth to groundwater•.-_ p l y Feet ,/� � Method of Determination or A xim ro a on iloand &A i -7- z J�� 2 NOTE: NEW PND WALL r-w - T-O' WT TO BE POURED FOR NEW FRAMING AN P D LOORJOI---STS T0_bE FLUSH W/ NEW rND WIND ------------EYJSTING------ ---- -------------------------------------------------------I- ------- -- --------------------------------------------- ----------------------------------------I -------XCA < Ix o --------------- ----------- NEW CRAWL SPACE bt --------------------------- - - ------------ --- ------------------------------------------------------------ C�,c, C) ------------------- p EXIS71NG GARAGE --- --- ----------I : i o: SLAB -WALL TO REMAIN tL OUT REMOVE EXSIT 0 BULKHEAD DOOR L) z >PXCAV 7 ----------- ........... 0: INFiLL WHERE RED x LEAV E ACCESS TO NEW BASEMENT AREA V; try p Z: 9. 9 ---------------------------------------------------------------- cn ----------------------7--------III--------------- ----------------------------- (3 NEW CRAWL ------------------- -------------------- zQ�6 INFILL WHERE REQUIRED ------------------ X c7a is 0 ----------- ---------------- ------------------ IN V2 q ILI EXIST --------------- p r M NOTE: NEW PND WALL z 12- 14T TO BE POURED FOR NEW PRAMING AND FLOOR joisib TO BE PLUSH W1 ILI EXISTING EX15TING 2 EXISTING a BASEMENT Ill,D.C. x RRRS IC Jill EXISTINGgzg is III 2 X Q It-D.C. ------------ X ------------- ------71 NOTES: MAIN FOUNDATION WALLS TO BE 8"W1 2-85 BARS _ REST FOUNDATION.ON 20'XIO*STRIP FOOTING PROVIDE 3-85 HORIZ.BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. I ItOVtDt 85 VERT.DOWELS-24"O.C.WORIZ.EXTENDED 3'-V MIN.ABOVE TOP OF FOOTING.PROVIDE S/rXI2'ANCHOR X DOLTS 4'-0'D.C.MAX. Z > < -------------------------------- -------------------------------------------- to U­ ----------------------------------------------------------------------------------- z ()_j z EXISTING FRONT PORCH ABOVE a z - ---------------------------------------------------------------------------------- < < Q ILI=3 EXIST z z LL 01 01 0 a Z � W U Y V Q W W O= _ O � U N Z O N TO EXSIT EXTERIOR WALL p•-r.- TW2152 APF ABOV 711020 T 1 U BIES .. . FOiI[O' NEW PO$ NEW POST o CLO F PANTRY PORCH a OUTLINE OF BLKHD FB HJO V1 VL NDR NEW OS (NL S C WINDOW ID 2OGS _ N p - Y L•_L• 1•- Egg �g O n VA LT :BREAKFAST VAULT ,h NEW Q (FLAT D'-O') 'L-3•~ ;r _ �O NEW POS 1 i5 MEW A ---------- t ,2 WALL BETWEEN Ig c p T 11L IN OST EXIST NEW PIRERATED r Z DISTANCE GARAGE AND F-W4O 0 NEW ADDITION I ' I P 5T, � R p o Fo i U gZkt$1Affid :I 0 a i I MASTER : ---- --- ... i 01 55 BEDROOM o o DW Ew POST gg ��„8 `IEXISTING Cs7 w a l p - - - - -- GARAGE iR o L X'G NEW POST TO. f✓t'---. - Qi S P Tit C/Z Crs al� Q O W ;Ii EXIST ISLAND EXIST EXIST FF� ■ ,Ii FIELD VERIFY - p8ptt os-ram a-r BALANCE KITCHEN' ffi = NEW F i f POST �b Z 21 wm W.I.C. ro �o W.I.C. EXIST 6 S= TO xWWO i n1. nR REP Y REMAIN - 6 • i ag= 21Ip '�i 'y�1Ss7t�y BINtaLT '.( ExSrt C.O. ?Ass E Olgp s � i 1p IN 'J 2L THRU gg �gGq I, $ is P - Q.In NEW FIRST FLOOR S4 aga Hill MATER 5G0 SQUARE FEETNsBATH DINING ADDITIONSof ;I �tl dT aD. 'I L' (F EXISTE Y �66f;SC'bF � TO ■ U FI- SHEL 1• REMAIN TW2131O ■ TEMP m A LIME TO p._O. A OVE NEW LIVING DETERMINING ROOM X O X.c TYPICAL LVL/GLULAM BOLTING/NAILING W WRAO`EXIST EXIST W MULTI 1 3/1"BEAMS z O r Q J Ul NOTES: 'Q L ALL EXTERIOR WALLS SHALL MATCH EXIST 2 PRCLS 0- 2 ROWS OP W NALS o C O.C. R IL'O.C.UNLESS OTHERWISE NOTED. /1��// Q•i Q 2.ALL INTERIOR WALLS SHALL BE 2X1 aL Q •K'O.C.UNLESS OTHERWISE NOTED. O LL" J S.CONTRACTOR SHALL VERIFY ALL ONDOII r O Z J Q ROUGH OPENINGS PRIOR TO ORDERING UNDOES. 1.CONTRACTOR SHALL VERIFY ALL DRENSIONS 2• Q Z tL ~ z o FRK7R TO CONSTRUCTION. CONTRACTOR - _ ASSUMES RESPONSI64MY FOR ANY MISSING OR ■ INCORRECT DIMENSIONS NOT BROUGHT TO `— Q[L o TI4E ATTENTION OF THE DESIGNER, s mCab D-1' 1 ROl7 OF VY DWI IOUs O.OL N In t3 r a Q exlaT M W ~ LL Z OE J r P. o g o d z Q V < w W � U HEAD O A80 VERARCHED O WINDOW POSTED ELOW S W < 0 _-F FIELD ADJUST NT/LOC/SIZE FOR .. PROPER REVEAL POST TO r • ^_________ TW781 : _ STEEL BEAM EU LOW �u�y&3 ! N _ ______� -. a new y� REMOVE �7r W§8,�0 fW7M7 _ U RUUHti F.I. p NEW DORMER ; EXISTING o C i BEDRO M <^ ' p Ew-� oam L a z cUs Wa EXISTING z 7 EXISTING BATH glib spileplit � sTOR fill lgogQ� J NOTEB S '�66 �6d € 6C L ALL EXTERIOR GALLS SHALL MATCH EXUST W •It'O.C.UNLESS OTHERWISE NOTED. - EXISTING 7.ALL INTERIORGALLS SMALL BE 7X4 BEDROOM •IV O.C.UNLESS OTHERWISE NOTED. S.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4-CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR y ASSUMES IMSPON8I5ILITY FOR ANY MISSMG OR L INCORRECT DIMENSIONS NOT 6R000HT TO THE ATTENTION OF THE DESIGNER. uj a— 1 Q SECOND FLOOR PLAN Q = 0 �O 0_1 Z ~>—�Ln i LL Q3( o Z =3 sr � Q O i U � W N o � 0 g (V Q Z z Y n < W w � 2 � � U N O N S w a 0 EXIST EXIST SOFFIT AND F- x_� QQ<r^ RAKE TRIM TO — — — — — (' 09a MATCH EXIST —— .,. — — — — —— — us ��. 6 — — — — —— — — — — — — 0 a WINDOW TRIM AND U $2�Sgw j Q.F GRILLE PATTERN TO W i MATCH EXIST ON SIDE .. ADDED 11 W p= 4 p NEW CORNERFJOARD (/] 81 r 3 b W TO MATCH EXIST W W R Fu IK JUL, NEW N.C.SIDING Q d Fg W —FIRST PLOOR x V 6� occra En o �. a 4 FRONT ELEVATION c � �nI U is� Z=X F V1 nits- Ito pp H n !Zvi SOFFIT AND 676aC6F�PGd RAKE TRIM TO MATCH EXIST - POSTS AND WELD ADJUST LOCATION POR PROPER REVEAL /IELD ADJUST PITCH ►OR PROPER REVEAL NEW ROOF SHIMG. _TO MATCN EXISt ——— — — — — — —— — - — — — — —— — F — — — — —— — — —— — — — — —— SOFFIT AND — — — — — — p ———— — — — — — — — —L, ill I MATCH EM O IX W WINDOW TRIM AND W GRILLE PATTERN TOIll MATCH EXIST ON Q pQ.,~ ADDED I ARCHED TPORCH SRIMS AND W yy NEW CORNERSOARDS i L i p= TO MATCH EXIST T 1 LL Y J 'I liltT 1 T O Z Q J F H L E U c W NEW W.G.SIDING Trrrrrr i r O 2 ` PIRST/LOOK — — — 00 ` QB_N iu (n # NEW J REAR ELEVATION 4J z O g c A.5 0 i 11 j O N O z y V < W W � � EX N Z O _ W W - �LLU `=gyp NEW DooRneR El FIELD ADJUST PITCH FOR PROPER REVEAL NEW ROOF SDNG.TO — - - MATCH E X T — — — — — — — — — — — — — ——— — — — — — — — — — — —— — —— IY p WINDOW TRM AAA U Z C Z 3 D F GRILLE PATTEFI[ III III III Ill III Ill Ill nn <�Z MATCH EXIST Z i a J ADDED T ] �S n m°= c i J O NEW CORNERSO Un 4 =k TO MATCH EXI - VV oW Q Ey ai U NEW QC.SIDIN tea^ PIRST►LOO ————— E.y\. 0 4 ' cn a LEFT ELEVATION �?s eIly' §15 of � me NEW ROOF 641NG TO MATCH EXIST ' �4 13 psc< 1 Q 10 ro zp uU W 0 z_ Qr- wb cur � NEW W.C.SIDING U o w J z FIRST RLOOR L O 0 Q(L O W aln u W W a _ 2 O A J G 3 RIGHT ELEVATION 0 0 o ASPHALT ROOF SHINGLES TO MATCH EXIST w U/ DOUBLE STARTER COURSE OF SHINGLES O a w p O ICE DAM 36'W. 1 158 ASPHALT MEMBR. SIDING (SEE ELEVS) V TYVEK HOUSEWRAP 6/S'COX SHEATHING V2' CDX PLYWOOD CONT.RAFTER VENT - - 4' STUD WALL V1 R-M BATT INSUL L.MIL. POLY VAPOR 5 AL.DRIP EDGE p G• 1/2' G.W.B. OVER ICE DAM a B VENT BAPPL LA 2,1 3/+X n V+ LVL RAKE PROPIL6�- NEURIDOE TYPICAL STUD WALL <) X 16" C. �, o MAY OR MAY�+OT SCALE 1 1/2' = 1'-O' w 2XK7 RAFT FIEELD VE YY ALL >;� �rp�y�i� � OCCURANCES I V 95 N bS •It,O.C. COR-A-VENTj,.�'- �i<-2 2X0•K•0. STRIP VENT w �j r DC TRIM FOR HEADER SIZES FLAT CEILING 1 -_ ' ___ ------ FRAMING DIAGRAM JOISTS U E HERgi$�� 2J' LVL IF REO:' APPLICABLE. �p OVERPRAME ON EXIST ¢& INSULATE•JOISTS ., _ •�S2+C � X 0•IL•O.C. OS I•TRIM ON 9/+ SPACE S - 1 RAPTERS.... - CEILING WT.RXIbT aa a3" � 77P.WALL - f, RE6IDENCB O INSUL L SmdG(SEE ELlVb.) INiI8�1-B 6(DING ISEL ELEV6J TYVEK NOUSEURAP TYVEK HOUSEWRAP ¢ VAPOR BARRIER NEW VAPOR BARRIER ispt I!r R PRE RATED VT CO bHEATNNG IJ o VT CDX.SHEATHING GTP BOARD_ MUD o S i r 2X O j.. DORMER DETAIL. F ENTRY R 4 P�00 Msu< w w 8* FBGL INSUL - R < Q H 3R g 'I T •I c 1 r 1 G'] ai - r SCALE, 1 1/2" = 1'-0 3/ TIG PLYUOOD 7 D A.5 EXIST /+•TIG PLYWOO A.$ F�• U u .. PMI6T iLOOR FLOOR sue FL — - FIRST FLOOR IRE&DEMCEI —— GARAGE FLOOR — C�� -- - - - -- -- - -- zr�` FLUSH W/,EXIST - - R-M,INSUL TRIPLE NEW 0'POURED CONC.WALL - EXISTING SLAB AND' 'r E is FFFF CRAWLSP us FIELD ADJUST POUR HT. NEW P ED CONC.WALL .•o SO PRAMdG AND FLOOR i CRAWLSP BASEMENT SLAB NEW CRAWLSPACE DUSTCAP JOISTS ARE PLUSH rCQ ———— — — — CRAUL6P— DU6TC4P 6'COMPACTED PILL - �X NG - SECTION '(CU - o IN BACKGROUND IC ARAGE) SECTION "D" C )t EXISTING EXISTING NK �}}}!!!SsEapaSy XISTING - �8gOE�tS $n 2 X ADE 6 § EE ' •µ OF• ER •E� S 1 a x b 3��3anE A.5 KEEP CEILING PLUSH AND AT SAME HEIGHT AS EXIST AUNCH } AIM E EXIST RAPT EXIST \ nND�RA"ETI-OOR EX51T EXSIT NEW DORMER AND WALL i NEW DORMER Q 4. C. I Q 2XS•O.C. I • EXISTING 2 XQ•I6.O.C. EXISTING 2 XQ•IV QC. 34 3/1 X 0 T/0 LVL IFLUSH) 2X0 2J 3/+X+V+►LUSH l R-30 INSUL BIDING(SEE ELEVS) •Ne O.C. R-30 INSUL \•K'O.C. R-30 INSUL W TYVEK HOUSEWRAP r i 't—REMOVE SIDING(SEE!LENS.) j `�SMOVE WALL TYVEK 1K7UfiEWRAP 1 Q VAPOR BARRIER / L GWB VAPOR BARRIER 11 I UALL Q V2•GWB V2•COX.SNEATHIN \ V2'CDX.56RATWW 2X+•N'O.c. NEW (n Q N 2X+•li•D.C. ' MASTER R-0 PSG' INSUL ' MASTER `, R-B FBGLb.dSU1 ' i Z Y J 4 33//+ T/G PLY610(OD BEDROOM EXSIT )/+ Tw PLYJdoo BATH EXSIT z J Z SUS PLOOR Sue PLooR 0 O TLYUDED AND 4AILED F (Tyr) MLW 2XQ ~ Q Z NEW 2XI2 FIRST FLOOR FLUSH W/E%IbY FIRST PLOOR FLUSH V/BKISY — WU Q a-Q R-M INSUL Q R-M INSUL r POURED CONC.WALL 0•POURED CONC.WALL Z ~ L FIELD ADJUST POUR HT. FELD ADJUST POUR HT. Q 60 FRAMING AND FLOOR NEW 60 FRAMING AND FLOOR NEW -J JOISTS ARE PLUSH BSMT JOISTS ARE FLUSH BSMT EXSIT EXSIT BASEMENT BASEMENT 1D� — — r BASEMENT 61A6— — — — — — — — ®BASEMENT SLA_Br — — — — ——— — — — — jIq•\t CONTRACTOR SHALL ---- "AL L ALL MAINTAIN+0•MINIMUM MAINTAIN+0•MINIMUM Q qq ►DOTING C O FOOTING COVERAGE SECTION "B" OVERAGE SECTION "A" +•CONC.SLAB +•CONC.SLAB 6•COMPACTED PILL 6'COMPACTED FILL Z 6•-O•NEU 6 j U U N < W W 2 U z O N 5 w < 0 EXISTING �U s uz E-- O EXSIT O GC 7 *a zca� F� rQF qo ' - - ----- EXI$T�Nc 2 X12•4'O.C. ^yN Z a� � a+¢ F v R ' ❑ i b� EXSIT EX51T � �t �neeilp¢� . FIR6T FLOOR_ C POURSO CONC.WALL F EXSIT wm BASEMENT x r in BA6EMENT 6LA6 — EXIST SECTION ui > d Q = OLL Y -i O o-jz = H F?- f- w U Q�(Lo d) 3N � w � a Y 0= d 0 w � w W � U O Z O In S w NOTE: NEW FWD WALL To be E FRAMING JOISTS TO BE W AND FLOOR EXISTING NEW FWD VENT ------------------------------------------------------------------------------ i ___ ___ ___ ___ O ------ ------- S _ Na NEW D' I ; 'L FND a __ D ________________'________________17 K' .C. SRI" LU W E T ¢_ _ __ Y L�V� WVD i i i u O i � pp,, gyp• n ¢�` pW{ EU G ZA IL 5P C Z EXISTING GARAGE R _ SLAB A— - - Z mg ----------------- ilf- � v III rn a i III ZQ F i j j III ---------------------------------------- --------------- w. = III a6 ` 9 III x N_ — W �IIII G 8 y NOTE:NEW PND WT.TO BE APOURED FOR NEW FRAMINGI =n 3 III ~ E � �24ZsQ AND FLOOR JOISTS TO BE FLUSW W/ Y6 tY EXISTING EXISTING X !SC i 151 2 x 12•1V OZ. III a �gq �FCY g2.4■ _ EXISTING III 2 X 12.16'D.C. --------------- NOTES: a ui > d FRAMMG FLANS ARE COMCEPTUAL. R W THE RESPONSIBILITY OF THE CONTRACTOR Q Q E �In ' TO DETERMINE FINAL FRAMING LAYOUT IS COMPLWNCE 111T14 TH6 LTH ED.OF THE Q ri ' MASS STATE SUILDING CODE I ACHIEVES DESIGN INTENT. LL Y J '------------------------------ ------------------------------------------' z 0-1 ..___________________________________________________________________________________11, INTENT OF DESIGN LS TO ALIGN NEW FIRST FLOOR SPACES W/EXISTING LL Z FIRST FLOOR, CONTRACTOR SMALL ADJUST TOP OF FOUNDATION WALL AS F U) NECESSARY TO ENSURE DESIGN INTENT. ILOQ z Q3 �o --------------------------------------------------------------------------------- N N sa of w ~ E LL z p J n v Z, j U 3 Y w 0 _ O 0 U V1 Z O to 5 w • rr NOTES: 0 FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR - TO DETERMINE FINAL FRAMING LAYOUT IS IN COMPLIANCE WITH T14E ATM ED.OF TFIE MASS STATE BUILDING CODE 1 ACHIEVES DESIGN INTENT. pjspo MINIM2:13/4 X-1 V4 LVL C�a!a�I NIM U!- _ ITYP) —_ IUjg� � i Cg1 axe _ FLAT C.PART --- -- ---- -- --LABOVE AARCHED NE 7 • � WBi G 'J. OF OATH CEILING __ BELOW, TO BELOW13 Q F! Q' U------------ z� ZSz� e1W� ------------- �S a _______________ ____________� RF AM an Q (3 �-a w H Q ______________ __________ NALLER a �c-3 --------------------- a v�� adg CRICKET _____________ ___ "SITING o F ---------------!I---I--- 1RIDG w GARAGE c�BEAn_ ___ FRAMING vs '9 _ -__ ... .. .a. - 2:2 X 10 ITO EXIST _.FgLII FR6[1EaY RE.t1E E --CR(CKET________C Keq____ _ Q - Z:$^ _____________ J-__________________� _ 7y F= --------------,, oveRFRAne s- c W ______ _______ E11 DORMER - vm O J__________________�_ _ - __ ___________�� , $ Will gk J X e CEILING L------------------rJ BELOW K'O.C. _ ___________ BELOW (TYP) - I REMOVE AND HEAD EE i1FYF --------------- TYPICAL LVL/GLULAM BOLTING/NAILING ; MULTI 1 3/14' BEAMS r a P4.c" D-r a Roes O•IO eA6e.w O.C. -------------- O - -j A = iL r W U. Q oJz = � Q.O Q O nl.•mme o-r a"m m Vr M**LTD•w O.C. W Q'� F- IL 0 �EDttQ' r W ~ L OC z O J pO d O n c O d 24 0^ _ L � 6 Flow 0 W 9 I I I �°: for wlMow bove TILE Oidig b j ST�OAI IAFT I ountm M1 O LINEN n BULKHEAD WR4" Iino of IITt u reaU In FLUSH TN. ® __ y_ - •12"EXTENSIONS - elutts for a cooler/fridge r fri (VERIFY WITH 495'kIB"x3435' e B EXISTING GRADE) \ I :o OUTSIDE BAR ®TILE KITCHENETTE HDWD 9 ) I CLIPPED _ —" 9 L- dlu, - (CEILING _ 0 X I•�=--=J I a z L_--- -------J ® dig Alb ary LIE OF CUPOLA laddar to loft (ABOVE) j (above,. CABLE RAIL AT POOLHOUSE ----- j LOFT ABOVE e . N OLLNI OPTION II . FOR SWAYLIK DINm RESIDENCE 6 ~ I S O M m HDWD "' j s-m^ s :o o j TELEVISION 970 a m Putnam Ave. i j Marston Mills,MA j 02648 4 I4'_m'• SECOND FLOOR PLAN 24'-0- Or SCALE:i4"=P-m" FIRST FLOOR PLAN COPPER FINIAL OR WEATHERVANE a OWNERS OPTION . / 1 Jennifer Bimstiel I COPPER FINIAL OR ¢ PO Box 6326 12 WEATHERVANE a OWJERS OPTION CUPOLA AAS,LIGHT WELL �S Plymouth MA 02362 CUPOLA A5 LIGHT WELL 0� TO STORAGE LDT=r I 508.789.7164 TO STORAGE LOFT I - (BELOW) i (BELOW) l 12 (RAKE TRIM j \�ARCHITECTURAL ASPHALT SHINGLES ON 15• ARCHITECTURAL ASPHALT no - BO TYPICAL) I FELT PAPER ON%"PLYWOOD ROOF ALUMINUM GUTTER PAPER ON e"PLYWOOD' 1OD j SHEATHING(TYP) \ ON IXS FASCIA qe qer� wPe�4 ROOF SHEATHING(TYP)- Im:l3 10:11 - E'F'OOLHOIISE. . ISSUE FOR — �,.ME $AtLACE CONSTRRNE MU�C�TION SHINGLES e - 170CUI IGI�TS LACE - UIFIITE CEDAR SHINGLES GRACE A- B B B B � � HINGED CORiERS o BLEACHED PRE-DIPPED 9 I iASHUTTER FOR\\ WHITE CEDAR SHINGLES �JJ 0 i OUTDOOR BAR \, ON Ha15E WRAP ON'h" DS.T. SERVING AREAIIIII 11 I DS.TO EXT.PLYWOOD DAYLIGHT OR DATLIGHT OR SHEATHING D.Lu.(Ti) �D)U.[TYPI PLANS Q j - —— —FIRSTwooR ELEVATIONS LINE OF FROST WALL LINE OF FOIAlDATION CEDAR SHINGLE STEP ( I I (BEYOND) WALL(BEYOND) DOWN AT RIGHT SIDE J——— __--- ELEVATION TO ALLOW j j j SCALE As NOTED BILCO"C"BULKHEAD FOR FRAMING CHANGE BASEMENT BASEMENT BASEMENT VERIFY2W EXISTING FROM RAISED SILL WINDOW WELL WINDOW WELL WINDOW WELL DATE 220J% 9 j I j GRADE) i j BILOO'C"BULKHEAD WR4"•IEXTENSION DRAM BY JLD (VERIFY W/EXISTING GRADE) j I I SHM ND I r, �tH OF b ___ I I I j t BASEMEN!sLAB s���DOUENIC W. � ----------�__—__- _._. DeANGELO _—.-----_—_—__ .— _-- __.— _--__—.—_—_—_—_—_—_—_---_—___—__------_— _ T STRUCTURAL 35UBAL .—.—.—.—_—_— —_ - --- - - - _---.--�_—_---_—_—.---_� —------ —————— ————-- —— —_——.1.—.—---_—_l. ——.—.— a'PFCIg5062� " FRONT ELEVATION RIGHT SIDE ELEVATION �Sa, 5G,4LE:li4"z:V-0" SCALE:/4 =P-O" i SEPTIC _PROFILE TEST HOLE LOGS —�-- �Y T.O.F. AT EL- (No? To SCALE) ACCESS COVER TO WITHIN 6' OF FIN. GRADE rt ` ACCESS COVER (WATERnGHT) TO ENGINEER: •- J�A'�c. ''� f \ MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM A 0 19 4-5 x o WITNESS:RUN (DE i /—F I PE OR FIRST LEVEL 2 G.� G�� h1A ►t� i�.!*�'� lc.�i DATE:_—_ ✓- 7r,'T :a �, PROPOSED �=_ .r I GA LON SEPTIC j ! 2 g 5 - r +_ , PERC. RATE - '.-' '' '-� !r 3.Z TANK H_`-J -- _ - -_--- LASS SOILS P# Qyo pv �x SLOPE) 6- CRUSHED STONE OR MECHANICAL DEPTH OF FLOW " COMPACTION. (15.221 [2)) T i TEE SIZES ; SLOPE) (ix SLOPE) Z -_ �+ - �L r•�.�4i�- wAS�i G 0 h(G'wf- p" GrS Q L�J ro s. INLET DEPTH A. OUTLET DEPTH - -- `°- 'r ''� LOCATION MAP w ASSESSORS MAP ____ __ - _ PARCEL . 4 LEACHING __._. _.. r _. ___ =OI,�NDATIOtJ- - �.� — - SEPTIC TANK, -- ----- Za D' BOX 5 -% FACILI-IY z� FLOOD ZONE,�� . �s_ 55.3 z4 t� err•'_ - � cot BUILDING ZONE: �- SETBACKS: FRONT SIDE - ' REAR - 4 PLAN REFERENCE: ZCC ,` 5 } 1 . DATUM IS SEPTIC DESIGN: �� ) 2. MUNICIPAL WATER IS -tea-'��-�---� (GARBAGE DISPOSER IS '( P`t�G'�4�+�-ice.' n �.�. ' DESIGN FLOW: BEDROOMS ( i ;� GPD) _ �'Q GPD 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. USE A r''_' GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H o__ 5 PIPE JOINTS TO BE MADE WATERTIGHT. % SEPTIC TANK: _ GPD ( ) = - �a GALLONS 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. j GALLON SEPTIC TANK USE A I�3o� ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE LEACHING: USED FOR LOT LINE STAKING. SIDES: _ z t. +� �- ( �) _ 4� GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. BOTTOM: "`M t c ( �'�* ) _ _ 5 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT TOTAL: '` `3' S.F. 5 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. -� ':�..; �r►.��.s: tlsr- 1N�,�..�f�',�.Tor.'> EALiH. v; ✓ � •'� .. ya T� `' 4�ti- Q yr-�a.,.1,r.a t� '�," STD nt c. �.s..i�tfiLi . L , z, r SITE AND SEWAG PT 1-7"- -PLAN 0 F IN THE TOWN OF: BOARD OF HEALTH ' ` �� APPROVED _ _._DAB ------__-___ -__-- MA PREPARED FOR: ` � 16, � o D � � .� 0 Coo O Foot SCALE: _i _�"'� DATE: down cape engineering ine. VA CIVIL ENGINEERS � ` � ` *� ��4`'�, . , : LAND SURVEYORS A { ,J _� N p y PHONE 508-362-4541 ��` � /tb FAX 508-362-9880r JOB# ����x ! 939 main st. yarmouth, ma OJALA f - DATE F Trust Leeside Landing Home a Associa Tr.tion Ralph M ZONE: ; '35"E • DESIGN DATA SEPTIC NOTES RF N41'35 r fi Pool Cabana-0 Bedrooms 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Area (min.) 43,560 SF _^ 132.73 ' Future Addition-1 Bedroom Prior to Any Excavation For This Project the Contractor Shall Make 87,120 SF (RPOD) i __ Reserved For Main House-3 Bedrooms the Required Notification to Dig Safe(1-888-344-7233). t yc -s _ Frontage (min) 150' J " 15, Rearyard_ __._- ti j Total-4 Bedrooms Q 110 GPD 2.The Contractor is Required to Secure Appropriate Permits From Town _- a"� __ Width (min) - i•� ,,O t I No Garbage Grinder Agencies For Construction Defined by This Plan. Setbacks: J ��'� ` 4 Total Daily Flow=440 GPD 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 44,P29±SF ! Use a 1500 Gal Septic Tank Pipe Front 30' 6 � I Be Constructed of Class 150 Pressure Pi and Shall be Water Tested to Side 15' i Assure Watertightness. In General,Water Lines Shall be Constructed in tv j Coordination With COMM Water,and Shall be in Accordance Rear 15' LEACHING AREA I With 248 CMR 1.00-7.00&310 CMR 15.00. + +' 440 GPD/0.74(LIAR)=595 SF Required 0 1 4.A Minimum of 9"of Cover is Required for All Components. D �� I Sidewall=2(12.83'+33.5�2'=185 SF 5.All Structures Buried Three Feet or More or Subject PROPOSED I PR POSED tv 15 GA 5� FLOOD ZONE: X Bottom Area=(12.83 x 33.51=429 SF y Y SAP TI TA �! I to Vehicular Traffic to be H-20 Loading.It is the Engineer's , Total Provided=614 SF(454 GPD) Zone X , D_BOX - � }, �� Recommendation that H-20 Always be Used. -- - - I o O I� �� July 16, 2014 a , Chain j _ I ` LEACHING CHAMBER DESIGN 6. Install Risers to within 6"of Finished Grade(4 Required)over . .. t Drainage Q Septic Tank Inlet and Outlet,PumpChamber Inlet,and D-Box. Easement Lr Fenc All Pipes to be Schedule 40. Use Install Risers to Grade over Pump Chamber Outlet. r �- Z +�, \ �, jl '� 3-500 Gal.Leaching Chambers in a OVERLAY DISTRICT. LOCATION MAP: O \ � 1 �y 7.Septic System to be Installed in Accordance With 310 CMR 15.00& PR POS D 1 Fnd 12.83'x 33.5'Double Washed 248 CMR 1.00-7.00 Latest Revision and the Town ofBamstable AP -Aquifer Protection District Stone Field as Shown 1"=2,ODOf' �\ 0 `� P L CAB NAj -----__--_ Board ofxealthRegulations. Saltwater Estuarine 64. I 8.All Piping tobesch.40PVC. RPOD - Resource Protection j T 0.' 6 ,g i 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum ASSESSORS REF O �, Sump of6. Ma 057 Parcel 001-001 I P EN AL I 10.The Separation Distance Between the Septic Tank Inlets and P ROPOSE � I POOL � �� C__� El� E 1 1 Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend 1 POOL E a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Finish Grade I j 1 and Shall Be Equipped with Department Approved Effluent Filter. ,u_, PROVIDE ; I COPING °° �, AD` TION ! I o 3' ntax. i 4„ PVC ® 190+ I L. 64.0 1 9" Min I rtZ E I I � f� Compacted Fill FFilter abric FOR FUTURE I j ' i ' o CONNECTION I I ° ! And/or x 1/8" - 1/2" I j O 1t 1 Pea Stone H-20 3/4" - 1 1/2" ( r s I i �` O LEACHING stonee washed I i j 63.7 ,� I CHAMBER v 11 I 1� rn o i I BENCH MARK ��\' �t i ? �P• �- �` I F.F. EL. 65.5 i2' - 10" c> 19.2 j *TO BE CONFIRMED* j 1 C O o Z s �9 't. r m CROSS SECTION OF CHAMBER H i `, 11 POOL CABANA NOT TO SCALE o Z i #9 70 i j� \ I 1 F.F. El. 64.32 1 1 1y sty w/f I ! 1 See Notes t E i Dwelling ii ! 1 i s (YP) F.G. EL 62.00 I F.G. EL. 63.50 - Final Foundation Gradin To Be -Coordinated With Landscape Plan 01 1 1 O O I i li a 1 1 J }.. .... Flow Equiired I I !; (b EL. 61.5 f As Required O i I Installer To Za EL, 1500 Gallon I Deck i ,� I I Co firm r °I EL. 59.75 T� EL. 59.00 O I To Any Work Septic Tank H-20 INVERT }��, I t !� �J ! O ! 1 EL. 60. 0 1 I.'`. o (See Note 5) D-Box TO BE I � I't EL 58.33 f 1 CONFIRMED 1 I.;........._........:::..:::.............._........................ i ti l t ss.00 H 20 * ! '_.._..,......--::..__........_......... -l...._...... Leaching *PRIOR TO t t o To Be Installed On _........_; . Chamber INSTALLATION I t _7F. mpacte 0 .Septic System(approx) j i Bedding,"T"s, I � 1 1 t Inspection Port, If Erc d:Rei l......Bc:Repl...... By BOH Card �l ` p _ j & Baffels A/i Unsurt°b{e So71s'4iihiii Df 1 I as Per Title 5 The Outer::E'erimet�r:of.Ths Sy+ .6h: 1 't tin 4 EL. 50.9 in �4Map t n, No Groundwater Per Test Hole 3 DEVELOPED PROFILE OF SYSTEM EL. 27 Groundwater I 12 .4 i>� 11 T Per T.O.B. Mops � t , \y NOT TO SCALE 1 PERC TEST: 19,5960 PE- SULLIVAN ENGINEERING PERFORMED BY:JO CONSULTING,INC. 30, Fron rd / j / / f SOIL EVALUATOR NO.2911 WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE i CB/o APRIL 26,2019 SITE PASSED /R-140y.19 TEST HOLE- 1 EL.64.2 TEST HOLE-2 EL.64.2 TEST HOLE- 3 EL.64.6 TEST HOLE-4 EL.64.6 O/A.LAYER.I.0YR3/2 0/A.i AYER.I.0 YK.3/2.... O/A.LAYER.IJYR.3/2 .O/A.i:AYER.IOYR.3/2.... v .. .... ..... ... .VERY.DAR. GRAYISH BRAWN... VERY DARK GRAYISH BROWN . VERY DARK GR.t13SH BitOWN VERYDARI{GRAYISH BRAWN.'.'.' . .. ........ .. .. .... . 1 Q F �' 3„ ..... SANDY LOAM...... M-0 5" .... SANDY LOAM............. 63.8 4" SANDY LOAM ... 64.2 4" SANDY LOAM .. 64.3 �� + sgcy vement e O . ..BLAYER.IOYR516 BLAYER.10YR5/6. BLAYER.i0YR516.... BLAYER.i0YR516 ......... ..... .... . ....... RLES L t Pa Ave n YELLOWISH BROWN......... YELLOWISH BROWN.: ...... YELLOWISH AROWN ........ YELLQWISFI BROWN......... .........I... ..I........... .........................I............... ...............I............... RDWI-AND Edge Public ay) 36" LOAMYSAND.-.� 61.2 37 LOAMXSAND...... ...... 61.1 36 LOAMY SAND 61.6 39 LOAMY SAND 61.4 IVIL = Width C LAYER 2.5Y 616 C LAYER 2.5Y 616 C LAYER 23Y 6/6 C LAYER 2.5Y 616 ?c 5269 (Variable W OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW 4 144" MED.SAND 52.2 MED.SAND 165" MED.SAND 50.9 MED.SAND /STAR ., NO GROUNDWATER ENCOUNTERED 0" PERC TEST 60.9 NO GROUNDWATER ENCOUNTERED 42" PERC TEST 61.1 IONALt' pLjtn 25 GALLONS GONE IN 6 MIN. 25 GALLONS GONE IN 6 MIN. 144" PERC RATE<2 MINAN(LTAR=0.74) 52.2 144,, PERC RATE<2 MIN/IN(LTAR=0.74) 52.6 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED REV.: Replace PumpChamber w S.A.S. 05 13 19 PREPARED BY. PREPARED FOR: NOTES. TITLE 1.) The structures shown were located on the ground Site Plan by conventional survey methods on (or between) _ Proposed Improvements • Engineering& CanveSury Jennifer H. & Scott D* Swaylik, Trs. 201JUN107 and 25/DEC/18. mp p Sullivan Consultin ,ins �� At 23 west Bay Rd, Suite G Jennifer H. Swa ik Trust `� g Osterville MA 02655 2.) The property line information shown hereon was ~ (soa)4�.•P.O.�a�•711Main�twd,�ll».M►a2 970 Putnam Avenue a�el�wMvanonpin.eom.www.suVtvu�ngin.com (508)420-3994 (508)420-3995 fax compiled from available record information. 970 Putnam Avenue capesurv®copecod.net Marstons Mills, MA 02648 Mass. 3.) This plan is not for recording and is not to be O Barnstable (Marstons Mills) used for construction layout or deed description � Draft: JOD Field: 30 0 15 30 60 120 purposes. ►L DATE: SCALE. Review: JOD Comp.: March 18, 2019 1" = 3�' 4.) The. elevations shown are approximate NAVD 88. Project: 39006 Project: C699 I