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HomeMy WebLinkAbout2022 Sign off Transmittal - New 3 Bdrm Home Y�k47 TOWN OF YARMOUTH �,"L: �D ��t -.4. HEALTH DEPARTMENT NOV 14 2022 a PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET' DEPT. To he completed by Applicant: Building Site Location: «� kh ,CtA led i Proposed Improvement: n r f�c...,I c ce;k6e„►��o, 1 S,.--1 . c wi I ,y k K4e 3 [-ar►ie 7,c ( , � � � ?_r dS q Applicant: 2f 'pv r-'rx,se Co,•S try 44-1:, L L(-- Tel. No.: S-Cc. -S ccc- f p -5 Address: V) 0T3G ”`I( 3vZZa rd' V37 ri4If- 4Z`i)Z Date Filed: I(1ftf/ Z **If you would like e-mail notification of sign off,please provide e-mail address: +-C y e@ ce,u(pese P r P eg , c c-✓l Owner Name: 7Cvvrpc, `cck 1-`c-S i /-tc Owner Address:'& icy (•( f -27dtcac c 044 00-337 Owner Tel. No.V -85 --kg-0 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: DATE: /a - 9-,71 PLEASE NOTE 1-) ec.. iJG,., c �`rw� COMMENTS/CONDITIONS: (59A6) Map 80 N 43*05'10" E Parcel 106 106.35' Zone: R-40 40,000 Sq, Ft. — — — — — — — — — — — — — — 50- — (50.0) Top of IP 150' Frontage — Top of IP — -!ELM LL = LO--O, Setback, Front 30' TBM EL = 50�3 Sono Tubes c"I TP Side 20' Rear 20' rl,tx- (Typical -J)R#4 Max. Coverage 257. 50 I 1 (48,3) Proposed Coverage 10.3% X\ oke, e ke( D/W 3.7' 2.0 tK- S4'7.9) Ogg Slab 50 (46,3) Lot 100 \\7 19,697± Sq. Ft. L L 48.14' (48.2) (R= 2 0. 0' *Pere Test '0 06 Cr L J See Excavation Notes X TP 28'± 0 48 • 0 !> / U'),- 1, 3 ST X (48.2)_ (0 Sono Tubes SAS (Typical) P LA #2 *Perc -H (46.3) Test f 48 �t SITE LOCUS NOT TO SCALE 1.) Assessor's Map 80 Parcel 105 2.) D1236996 3,) LC Plan 28477-D Sht 1 Lot 100 4.) This properry is not in the Zone 11 Protection Water District 5.) This property is in Flood Zone X Firm map 25001CO591J Dated: 7/16/14 Map 80 Parcel 106 J (4) TP OF 1146 STEPHEN\:�,"z- J s 4-3*0510" w 48 185.0' NOV 14 20?" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (iSite and Septic Plan HEAL71 H DE - (47.3) -Wlff6yth alth Dc'PaRlieit 8 1 1W APPR Highbank Road ®VIED 135 Highbank Road South Yarmouth, MA 40 Public Ways Date Prepared by: Prepared for: All Cape Septic LLC REpurpose. Properties, LLC 618 Route 28 GRAPHIC SCALE PO Box 334 West Yarmouth, MA 02673 LOCATION OF UTILITIES IS APPROXIMATE AND ALL 20 0 10 20 40 so Buzzards Bay, MA (508) 771-4200 UNDERGROUND AND OVERHEAD UTILITIES MUST BE I I oficapeseptic@gmail.com DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT 61� OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES AND THE LOCAL WATER DEPARTMENT. ( 1N FEET ) 1 inch = 20 ft. Date. 11/08/22 1 Sheet 1 of 2 1 By: MAI Check: SM- I Project No. A CONSTRUCTION NOTES 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.000): STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION OF ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D-BOX SHALL BE INSTALLED ON A STABLE MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE, 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRADE. LEACHING 48 FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT_ PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT LESS THAN t% OTHERWISE. 6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED. 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN DISTRIBUTION. 8.) GROUT TO .BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 10.)IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. 11.) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 150' OF THE PROPOSED SOIL ABSORPTION SYSTEM. 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE ENGINEER. 14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS, 48 HOURS ADVANCE NOTICE IS REQUESTED. 15;) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK, THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. 16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. 18.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. EXCAVATION NOTES 1) EXCAVATE ALL UNSUITABLE MATERIAL FOR A LATERAL DISTANCE OF 5' ABOVE LAYER C IN ALL DIRECTIONS BEYOND THE OUTER PERMITER OF THE LEACHING 2) ENGINEER AND HEALTH INSPECTOR TO INSPECT EXCAVATION OF ALL UNSUITABLE MATERIAL PRIOR TO TITLE 5 COMPLIANT FILL PLACEMENT, 3) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5. 4)OSF ARIL INTO BOTHE TOM SUNG 5 STRUCTURE. THE. EXCAVATION PRIOR TO PLACEMENT 5) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. RAISE MIN. 20" DIAMETER COVER RAISE. MIN. 20" DIAMETER COVER TO WITHIN 6" OF FINISH GRADE TO WITHIN 6" OF FINISH GRADE EL=51.5+ 50.7t 49.5t EL= 48,0# 1 ? 47.5 46.35 GAS BAFFLE - 1,500 GALLON SEPTIC TANK T f-F^T 1 !1\! r- 1 ,% \e- Test Hole 1 (EL=46.6t) I C.7 1 I ILJI_L_ I-lIVJ Depth Elev. Layer Soil Class Solt Color Other 0"-6" 46.1 A Loamy Sand 10YR3/2 6"-23" 44.7 B Loamy Sand t0YR5/4 23"-123" 36.4 C Med Sand t0YR6/6 Test Hole 2 (EL=46.3t Depth Elev. Layer Soil Class Soil Color Other 0"-5" 45.9 A Loamy Sand IOYR3/2 56"-20" 44.6 B Loamy Sand 10YR5/4 20"-120" 36.3 C Med Sand IOYR6/6 Test Hole 3 Depth Elev. Layer Soil Class Soil. Color Other 0"-5" 47.8 A Loamy Sand 10YR3/2 5"-30" 45.7 B Loamy Sand 10YR5/4 30"-120" 38.2 C Med Sand 10YR6/6 REA Test Hole 4 (EL=48.3J: Depth Elev. Layer Soil Class Soil Color Other 0"-6" 6"-27" 27"-128" 47.8 46.0 37.6 A B C Loamy Sand Loamy Sand Med Sand IOYR3/2 10YR5/4 10YR6/6 DATE OF TESTING: 09/21/22 SOIL EVALUATOR: MARK POSELLI WITNESS: JAY GARDINER YARMOUTH HEALTH AGENT PERCOLATION RATE HOLE: LESS THAN < 2 MIN/INCH (0 47") NO GROUNDWATER ENCOUNTERED NO MOTTLING ENCOUNTERED 46.1 J 45.3± 6" Crushed'- DB-3 H-20 Stone D-BOX f 42.5 I-12't -- -i F---12't FLOW PROFILE NOT TO SCALE 0 GEOTEXTILE FABRIC 1 y I94 v 2 - :•••• ►•••f 1-1 /2- STONE (Double THREE (3) 0! GALLON H-20 PRECAST CONCRETEC OF STONEON r AND ON r LEACHA s (END VIEW) Bottom SYSTEM DESIGN CALCULATIONS SEWAGE DESIGN FLOW: FOUR BEDROOM DWELLING @ 110 GPD/BEDROOM = 440 GPD (MINIMUM DESIGN REOUIRED 440 GPD) SEWAGE DESIGN FLOW PROVIDED: THREE (3) 500 GALLON CHAMBERS WITH 4' STONE ON THE ENDS AND 4' STONE ON THE SIDES Vt = ((33.5 x 12.83) + 2(33.5 + 12.83) (2) x .74 = 455 GPD PROVIDED 455 GPD PROVIDED > 440 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: 440 GPD X 200 = 880 (MINIMUM) SEPTIC TANK CAPACITY PROVIDED: 1,500 GALLON SEPTIC TANK A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW Site and Septic Plan 135 Highbank Road South Yarmouth, MA Prepared for: REpurpose Properties, LLC 618 Route 28 "...I VE Buzzards Bay, MA NOVp +fin 9d9 � i.0.J2 Prepared by: All Cape Septic and Surv"r Al TH DEPT' 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 ollcopeseptic@gmoil.com Date: 11/08/22 Sheet 2 of 2 Project No. AC-504-2 GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, SIZES OF EXISTING FRAMING MEMBERS AND BEAMS, EXISTING WINDOWS AND DOOR SIZES SHOULD BE VERIFIED. NEW AND EXISTING FLOOR RIDGE, GUTTER, FASCIA AND GRADING CONDITIONS SHOULD BE VERIFIED. ALL VERIFICATIONS MUST BE DONE BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK OR ORDERING OF MATERIALS. 2. ALL WORK SHALL CONFORM WITH BOTH STATE AND LOCAL GOVERNING CODES. 3. ALL WORK SHALL BE COMPLETED TO THE OWNER'S SATISFACTION. 4. IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL FASTENING DEVICES OR FRAMING TECHNIQUES NOR ALL EXISTING "CONCEALED" CONDITIONS. 5. ALL CONSTRUCTION RELATED DEBRIS SHOULD BE PERIODICALLY AND COMPLETELY REMOVED FROM THE SITE. 6. FLASHING AND COUNTER FLASHING IS REQUIRED AT ALL ROOM INTERSECTIONS AND VALLEYS, DOOR AND WINDOW OPENINGS AND ALL OTHER PENETRATIONS THROUGH THE ROOFS OR THE SIDE WALLS. 7. CONTRACTOR. SHOULD VISIT THE SITE PRIOR TO SUBMITTING A BID. 8. CONTRACTOR SHALL PAY FOR ALL PERMITS AND RELATED FEES. 9. CONTRACTOR IS RESPONSIBLE FOR STAKING OUT THE BUILDING IN ACCORDANCE WITH THE OWNER'S SURVEY AND THE SITE PLAN. ANY DEVIATION OR PROBLEM SHOULD BE REPORTED TO THE DESIGNER PRIOR TO EXCAVATION. ALL WINDOWS SHALL BE MANUFACTURED BY ANDERSEN CORPORATION (OR EQUAL). ALL WINDOWS SHALL BE FURNISHED WITH HIGH PERFORMANCE GLASS DOUBLE INSULATED GLASS. HORIZONTAL WEATHER STRIP INSTALLED ON TOP RAIL, CHECK RAIL, AND BOTTOM RAIL. ALL WINDOWS SHALL BE THE SIZE LISTED ON THE WORKING DRAWINGS. 10. THE CONTRACTOR SHALL COORDINATE THE WORK OF THE PLUMBING, ELECTRICAL AND HEATING SUBCONTRACTORS. 11. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR THE PERIOD OF ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE CONSTRUCTION. 12. ALL CASINGS AND TRIM ON THE EXTERIOR SHALL MATCH IN DESIGN THE EXISTING DETAIL. THE PAINTING, GUTTERS, DOWNSPOUTS, CLAPBOARDS, AND SHINGLES SHOULD ALSO MATCH AND BLEND WITH EXISTING STRUCTURE UNLESS OTHERWISE DIRECTED. 13. THE CONT RACTOR SHOULD ADEQUATE BRACING NG SHORING OF ALL WORK AS REQUIRED AND PROVIDE SAFETY AND WEATHER PROTECTION TO PREVENT ANY DAMAGE TO THE EXISTING INTERIOR WORK SCHEDULED TO REMAIN. 14. ALL FINAL INTERIOR FINISHES TO BE SELECTED BY THE OWNER. 15. ALL INTERIOR WALLS AND CEILINGS TO BE 1/2" BLUEBOARD WITH SKIM COAT FINISH APPLIED TO OBTAIN A SMOOTH MONOLITHIC SURFACE READY TO RECEIVE FINAL FINISHES. IF NOT SPECIFIED OTHERWISE PREPARE SURFACES WITH ONE COAT OF PRIME AND TWO COATS OF PAINT. 16. HEATING, VENTILATING, PLUMBING AND ELECTRICAL SYSTEMS SHOULD BE INCLUDED IN THIS CONTRACT. ALL EXISTING SYSTEMS SHOULD BE MODIFIED AND EXTEND TO INCLUDE THE NEW ADDITION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE THIS PHASE OF THE PROJECT IN HIS WORK AND TO COORDINATE ALL SUBCONTRACTORS AS REQUIRED. ALL MECHANICAL AND ELECTRICAL SUBCONTRACTORS MUST SECURE PERMITS AND APPROVALS AT APPROPRIATE PHASES OF THE WORK. 17. GENERAL CONTRACTOR SHALL NOTIFY DIG -SAFE FOR LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 18. ELECTRICAL CONTRACTOR TO COORDINATE WITH OWNER FOR LOCATIONS AND QUANTITIES OF ALL NEW AND RELOCATED ELECTRICAL ITEMS SUCH AS: DUPLEX OUTLETS (INTERIOR AND EXTERIOR), GFI'S, TELEPHONE JACKS, COMPUTER STATIONS, T.V CONNECTIONS, LIGHTING (INTERIOR AND EXTERIOR), SWITCHING ETC.. THE GOVERNING CODE FOR THE DESIGN OF THIS BULDING IS THE 2015 IRC WITH MAS SAC1 USETTS AMENDMENTS (9TH EDITION) 58'-0" I 3 $ 10' 7 1/2" 1 '-p° 8' 2 1/2" 7-6" 15-0" o i 19' 8" 12'4" 0 — DECKS DECKING J W o V METAL z m BULKHEAD `° I B t I TEMP. -0„ --� ------I L---1--- 1 1 REF LIDING LA 2868 a 0 - E F n 19 in SINK DW �, -11/4" 1 L. 2�-4" 24'-21/2" F -z01J4� 19'-6" '� = KITCHEN/ TING ° " ° O = �� J g PROVIDE 5 8" ' TYPE Y GWB ON BATIJ 000MMON WALL r - OPT. SD/Co Ell z � w 1 BENCH i HD > LO N IGARAGE NLnN 26 1 28s6 Ln i 286� �i,`'0 M� -------------------------------- BEAM ABOVE o - b j- - - - - - - - - - - - - - - - - - - - - - - - - - - ® ------ '—BEAM -- A I — — — — — — — — — 0VE — SLAB STEPS TC SD °, a z HD nw 3R MAX, 14'-3 3/4" — ��to 3' 5"I 12' 9 1/4" N w FAM LY RM. — s Q BEDROOM #1 ' °' �� N PL & SH { _ ¢ N Js 16080 OVERHEAD 'n Fr �� DOOR AS SELECTED k g 2066 �� BY OWNER m/co N ® I I A t TE P. COVERED ENTRY I I DECK NG STEPS 0 GRADE 4" 6'-41' 64' 6-4' 64' 4'4' 2'-6" 1V-6" 10'-0" 34'-0" 24'-0" 1 2 :D Arcni1c.ecb,- .y 45 POWHATTAN DRIVE EAST TAUNTON, MA 02718 Tel. (617) 690-7778 keynote—architecture@comcast.net ARCHITECT/EWNEER STAMP OF t4,q t ADAM G TADD0Na6 civIL No. 54170 ISTV- 101 /OAS. Adam R. Taddonio 2022.11.01 16:15:30-04'00' 0 ISS FOR CONSTRUCTION No. Revision/Issue Date PROPOSED PLANS FOR: REPURPOSE PROPERTIES 135 HIGHBANK STREET SOUTH YARMOUTH, MA C B A SHEET 7M.E A3.1 A3.1 A3.1 FIRST FLOOR PLAN NOTES ,. NOV 14 20?" 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