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Home My WebLink About2018 Sign off Transmittal - New 3 br home ok TOWN OF YARMOUTH if ! k- HEALTH DEPARTMENT ;'' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: ( f 7 It's 9' c Building Site Location: bag Propose Improvement: A _ C' / ��. i 4 Proposed • Applicant: Ani-h02.9 DIS p/! Tel. No.: (a-7.---c7?/.3 - 7ad Address: 534 A/ Tl-h \S"-* waJ/b LQ, /1 02C Date Filed: 03,MO)E **lf you would like e-mail notification of sign off please provide e-mail address: a/?f)70t j ?L)S/P/c e CO)7-)Owner Name: � ��`� tL'& D/Sip/e CJ� / // 7)74 02()£/ Owner Address: 530 /Voi _ wa 1190 rG Owner Tel. No.:6/ j d 9-3 -72U. 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: �7 ski' DATE: PLEASE NOTE • COMMENTS/CONDITIONS; ' 71/ 'g:f i16 1`i / Vii:►, r� • /d . MIPMEZ, he /N r ki/ SYSIEMQ PROFILE (NOT TSCALE) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE EL. 13.5'** ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. 2% SLOPE REQUIRED OVER SYSTEM 111.4 0 PRECAST H-10 RISERS (TYP.) 4"O CH40 PVC / O Q PIPS LEVEL IST 2' 2" DOUBLE -WASHED PEASTONF/� Oce JPO OR GEOTEXTILE FABRIC 1500 GAL H-10 14. 10.66' 10" Ll 6 1 1 0.74' TEE SEPTIC TANK TEE , o 0 0°°00 0 o 0 0 0 000o°°o°a a°o°eo°° 0°0°000°0000° 10.49 °°° 10.16, °,,o,o,o,°,°,°°,°,°,°,gog°aooao °eog0,00°0° °0°0°O °°° ° U ° °.0.. °°° ° o ° o O ° ° o C C ° 0 0 0°° o o°o o° o 0 0°°° ° ° ° o ° , °o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GAS BAFFLE '-0°°°o°°o°°o°°o°o°0°0°0°0°000°°°0°0°0 0 o°c°o° °o°o°o°°o°°o°o°o° 9.5 4' LIQ. LEVEL (ACME OR EQUAL) .'; 1 0.36' 10.1 9' 4" PVC SET AT .005'/' SLOPE '�,` .-,.. ,...-.: ON 6" DOUBLE WASHED 3/4"- 1 1/2" STONE "$°$°$°$°0°o°8°i;°o°°°°°S°o°o°o°oo8go°o°S°°°a WATER- EST D'BOX FOR LEVELNESS °0°0°0°000°o°o°u,00oo00oo0o0r4r°n_0_°o00°000. 5' 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) (2 % SLOPE) (--L% % SLOPE) (� % SLOPE) 13' D' BOX 5' LEACHING USE ADJ. G -W ®4.5' FOUNDATION- 16' -SEPTIC TANK FACILITY *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM #2 **MIN ELEVATION TO PROVIDE GRAVITY FLOW AND HOLD MINIMUM 5' SEPARATION TO ADJUSTED GROUNDWATER .LEGEND- EGEND99- 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. F9_91 SOILS SYSTEM DESIGN: PROPOSED CONTOUR F99-1 PROPOSED SPOT EL. TTH 11 10.0' 0" 10.0' TEST HOLE 2YYYY> SLOPE OF GROUND �Q-) UTILITY POLE Y FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS ENGINEER: DAVID FLAHERTY, R.S., WITNESS: PHIL RENAUD, YBoH DATE: 12/18/06 SE2755 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS SYSTEM DESIGN: 4 ELEV. ELEV. 0" 10.0' 0" 10.0' A S sf DESIGNFLOW: 3 BEDROOMS ® 110 GPD LS s FlOYR 1OYR 5/4 SPECIFICATIONS OF 310 CMR 15.255(3) 5/4 11" 9" O/00 B °* � B LS 1 LS 1OYR 5/8 35' 7.08' 36" 1OYR 5/8 7.0' C PERC C 057" FMS FMS 93" OBS WATER 2.25' 94" OBS WATEF 2.5Y 6/4 2.5Y 6/4 108" 1.0' 108" G -W ADJ. DATA: WELL: MIW 29 ZONE: BORDER A/B ADJ: 1.9'/2.8' (AVG. 2.3') 13-184 #4 10/17/13 D. GONSALVES, SE WITNESS: B. MURPHY & P. RENAUD EmE ELEV. 0" 9.0' A LS 8° 1OYR 4/2 B LS 1OYR 5/6 22" 7.17' C WATERLINE OPO PROP. DWELL. TOP FNDN. = 12 (SLAB FOUNDAT.ON, CRAWLSPACE) NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS PROPOSED 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CALLINGTD GSAOFE (1-888-344-7233) LL BE E 0BLE ANDFOR LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE WORK. ASSESSORS MAP 22 PARCEL 215.2 11. ANY UNSUITABLE MATERIAL ENCOUNTERED LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE SHALL BE REMOVED 5' BENEATH AND AROUND THE AE (EL 11) AS SHOWN ON COMMUNITY PROPOSED LEACHING FACILITY. PANEL#25001CO588J DATED 7/16/2014 12. WETLAND FLAGGED BY HAMLYN CONSULTING ZONING SUMMARY ZONING DISTRICT: R-25 DISTRICT MIN. LOT SIZE 25,000 S.F. MIN. BLDG COVERAGE: 25% MIN. FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 20' - PROVIDE EROSION CONTROL BARRIER (HAY WATTLES) SITE IS NOT WITHIN APD Route e SYSTEM DESIGN: c 0 GARBAGE DISPOSER IS NOT ALLOWED O �7P 3 S sf DESIGNFLOW: 3 BEDROOMS ® 110 GPD '- s USE A 330 GPD DESIGN FLOW SPECIFICATIONS OF 310 CMR 15.255(3) O/00 °* � 1 e '. PROVIDE 90' OF 40 MIL 0 Lewis ° ° Lewis Bay BOTTOM 30 x 15 (.74) = 333 Pond 10.7', BOTTOM AT EL. 6.7'f Radio _ Owers TOTAL: 450 S.F. 333 GPD 10. CALLINGTD GSAOFE (1-888-344-7233) LL BE E 0BLE ANDFOR LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE WORK. ASSESSORS MAP 22 PARCEL 215.2 11. ANY UNSUITABLE MATERIAL ENCOUNTERED LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE SHALL BE REMOVED 5' BENEATH AND AROUND THE AE (EL 11) AS SHOWN ON COMMUNITY PROPOSED LEACHING FACILITY. PANEL#25001CO588J DATED 7/16/2014 12. WETLAND FLAGGED BY HAMLYN CONSULTING ZONING SUMMARY ZONING DISTRICT: R-25 DISTRICT MIN. LOT SIZE 25,000 S.F. MIN. BLDG COVERAGE: 25% MIN. FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 20' - PROVIDE EROSION CONTROL BARRIER (HAY WATTLES) SITE IS NOT WITHIN APD AT ROAD RIGHT OF WAY IN AREA SHOWN (APPROX. 115') SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, SOIL LAYER. REPLACE DESIGNFLOW: 3 BEDROOMS ® 110 GPD = 330 GPD DOWN SUITABLE AN MED. SAND, TO MEET WI - NTH CLEAN USE A 330 GPD DESIGN FLOW SPECIFICATIONS OF 310 CMR 15.255(3) SEPTIC TANK: 330 GPD (2) = 660 1 USE A 1500 GAL. SEPTIC TANK '. PROVIDE 90' OF 40 MIL LEACHING: / LINER AT 5' OFF SAS IN SIDES: N/A AREA SHOWN. TOP AT ELEV. BOTTOM 30 x 15 (.74) = 333 GPD 10.7', BOTTOM AT EL. 6.7'f _ TOTAL: 450 S.F. 333 GPD J `0 V \ o USE 30' x 15' x 0.5' DEEP LEACH FIELD WITH (3) 4" 9� PERF. PVC IN DOUBLE WASHED STONE. SEE DETAIL tX 1.4 `UTIL POLE MS G -W ADJ. DATA (AH): WELL: MIW 2 ZONE: BORDER A/B LOT AREA:. /1 10YR 7/4 ADJ: 2.5'/3.1 (AVG. 3.1') 8,329 SF 2.17 94" OBS WATER 1.17' PROVIDE DRYWELLS FOR ALL ROOF RUN-OFF SHED 1.0' 96" Scale:1 "= 20' 0 10 20 40 50 FEET DECK EXISTING DWELLING 2 -$�, DATE BENCHMARK: USE MAG NAIL AT ELEVATION 9.98' NAVD88 Yarmouth Health Department _ ., APP LOVED UANILL A. UJALA, H.L., ]'.L.J. , MA APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF 47 FRANKLIN ST. EXT. WEST YARMOUTH PREPARED FOR ANTHONY DISIPIO DECEMBER 26, 2013 REV. 1/27/14 (NO FILL) REV. 2/3/14 (FILL) REV. 2/25/14 (WATTLE) REV. 2/29/16 (NAVD 88 DATUM) I off 508-362-4541 fax 508-362-9880 downcope.com down cape eagineefing, kC. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675