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HomeMy WebLinkAbout2021 Sign Off Transmittal - Inground Pool df YA4,_ TOWN OF YARMOUTH � �°I HEALTH DEPARTMENT ig,„ 4'''l.Ht`b PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location:42 Sister Circle, Yarmouthport Proposed Improvement: Installation of 18x36 inground vinyl liner swimming pool with natural gas heater and ASTM certified automatic safety cover. Applicant:Shoreline Pools Inc Tel. No.:508-432-3445 Address:32 American Way, S. Dennis, MA 02660 Date Filed:08/13/2021 **Ifyou would like e-mail notification of sign off please provide e-mail address:jaytc�shorelinepoolsinc.corn Owner Name: Elie Bassil ,. Owner Address: 42 Sister Circle,Yarmouthport, MA 02675 Owner Tel. No.:508-737-8174 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 �' i `` (all existing and proposed) — AUG 2 5 ZOZ1 Note:Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer HEALTH DEPT. ,. ._ .._ ._,,....._..,., with fee. REVIEWED BY: 9-7 DATE: ? /� I PLEASE NOTE COMMENT S/CONDITIONS: ` "A iv a S Z t, ; 4 C e' 13 i\,-c oo p 4 toLJ LEGEND 99 - EXISTING CONTOUR X 99. 1 EXIST. SPOT ELEV. -[99]--~ PROPOSED CONTOUR 198-41 PROPOSED SPOT EL. TH1 Y TEST HOLE SLOPE OF GROUND UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM I SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 4 BEDROOM DWELLING DESIGN FLOW: 4 BEDROOMS 0 110 GPD 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = HO USE A 1500 GAL, SEPTIC TANK LEACHING: SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GP`D BOTTOM 33.5 x 12.83 (.74) = 318 GPD TOTAL: 615 S.F. 455 GPO USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND MA APPROVED DATE BOARD OF HEALTH i SYSTEM PROFILE ALL SYEM OMPONENTS SHALL MARKEDSTWITHCMAGNETIC TAPE OR BE (NOT SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE TOP FOUND. EL. 100.0 FILTER FABRIC OVER STONE 98.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM PRECAST H-10 NOTE: 2" MIN. WALL BLOCKS OR RISERS (TYP.) THICKNESS REQUIRED 2°� 4"O+SCH40 PVC MORTAR ALL PRECAST RISERS 6" MIN. SUMP PIPES LEVEL 1ST 2' 4' COMPONENTS H-10 , ... 12" MIN. INr. DIM. ENDS (TYP.) 1 V S EL. 92.70 4 i SIDES *95.2' l0" 14" EE so no�osow' °°°o oeao ' TEE 1500 GAL H-10 TEE ®® JR, ®® ® 1o°o°o°o° MIN. 94.85 SEPTIC TANK 94.60 , °°°°°°°° ® ® ® ® °°°O°° 4' LIQ. LEVEL °00000000a oo;oo, WATERTEST D BOX >°q°0°°o°0 ® ®Ooao O°O° GAS BAFFLE r; o 0 0 0 0 0 0 0 0 0 0 0 0 0 ACME OR EQUAL o�,000�o o_ >°00000°0 ®®® ® ® + '00000000 FORQLEVELNESS y' 92.97' 80' i°0°o°0°0 ''00000000 i ^ 0 L 00�4^0o�o�ono^o'o00000000000o-0000o'o?00000. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHI�) UNIT EREQ IR pME PRECAST OR EQUAL. ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' COMPACTION. (15.221 [21) ( 2' 5 X SLOPE) (10 % SLOPE) (1 SLOPE) NO GROUNDWATER FOUND 12' SEPTIC TANK 16' D' BOX 12 FOUNDATION ' LEACHINGFACILITY H FN B CHMARK: U 1L. MENT BOUND pX -85.0' NAVD88 86 C� rn r�2 rn 'DRAT GE 1 1 1On RESERVE 1 29.6, 0 r1 N 00 ©00 39.6' PROPOSED DWELLING -o TOF = 100.0 Wr- BENCHMARK TOP OF CONCRETE SOUND FOUND 96.4 GARAGE SLAB = 99.5 XOO" .0 7 0 INV. 197.1 PROPOSED.' POOL HOUSE TOF = 9.0 \50T1 �+1, S.F. ?V NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS PROPOSED 3. MINIMUMPIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN OADING FOR ALL PROPOSED PRECAST UNITS TO BE AAS O H-LQ 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTR CTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 1 .000 (TITLE 5.) Oakmont D, 7. THIS PL N IS FOR PROPOSED WORK ONLY AND NOT TO BE USED F R LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOf SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Y°r WITHOUT IN$PECTION BY BOARD OF HEALTH AND PERMISSIONOBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-+888-344-7233) AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. SCALE 1 "=2000't 11. ANY UN UITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED B NEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 93 PARCEL 4-15 LEACHING F CILITY. 12. POOL FiNCE SHALL HAVE SELF -CLOSING SELF -LATCHING GATES, SIZE AND MATERIALS TO MEET LOCAL AND (STATE BUILDING CODE, ALL DWELLING DOORS OPENING TO POOL SHALL BE ALARMED TO CODE. I ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN.. LOT'SIZE 40,000 S.F. MIN. -LOT'FRONTAGE 150' MIN. FRONT SETBACK 30 MIN. SIDE' SETBACK 20' TEST HOLE LOGS MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% MAX. BUILDING HEIGHT 35' ENGINEER: DANIEL E. GONSALVES, SE #13587 PROP. BUILDING COVERAGE 7.57. WITNESS• PHIL RENAUD �HOFr��sti P tiG sy DANIELA A. if\'_'1 i NO 40'�G2 DATE DANIEL A. OJALA, P.E., P.L.S. DATE: 2/ 14/2019 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. � ELEV. p 88, p" "�%" 86' 4" 7" 30" PERC 150" A LS 1OYR 4/2 MS 1OYR 5/2 B LS 1OYR 4/4 C MS 2.5Y 7/4 3" 85.5' 48" 75.5' 132" A LS 1OYR 4/2 E MS 1OYR 5/2 B LS 1OYR 4/4 C MS 2.5Y 7/4 NO GROUNDWATER ENCOUNTERED PREPARED FOR ELIE BASSIL 82' 75' DATE: DECEMBER 8, 2020 REV.: JANUARY 8, 2021 (POOLHOUSE) Scale:1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-362-98801, 13 2021 downcope.com O down CdPe engineePing, Inc. HEALTH ®EpT. civil engineers Ion d surveyors 939 Moin Street ( Rte 6A) YARMOUTHPORT MA 02675 DICE # 19- 014 19-014