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HomeMy WebLinkAboutBLD-19-3294, AT ©?ATE: REVISED ' ProfessionalBuildingDesipiff P.(3. Dox 532 So. Yarmouth, NU 02661 , NA 148F (508),3394-5296 0_- 1 __Y . UUNAU-) 1. ME'll"VER REVISED Professional Building Designa P.O. Box 532 So. Yarmouth, MIA 02E64 tiv M� R .. �z I (508) 394-5296..E you k- lk_CL1 �4 :; --4:� LWOU DATE-'(� .< � -Qj�� t�-= 11S DONALD 1. MEYER ED n: Pru Tessio aI Ball iq Des' igner Sty. Yarmouth, Mia 02664 DWING UMBER (503) 399-5296 1 JtN Y. 7c,,th Isealth D="^ra-__ �..e- hate i TO'O ►'•:����i13X-;UTH -REVIEWED FOR 9111' CING ANTE BONING CODE COMPLI- ANCE. ERRORS OR "SSiS ; \ TOP FOUND. EL. 15.0 PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 12.5' MINIMUM .7JOF COVER OVER PRECA, SYSTEM PROFILE ALL SYSTEM SHALL MARKED WITHCMAGNETICTTAPE OR BE (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE FILTER FABRIC OVER STONE 2% SLOPE REQUIRED OVER SYSTEM 11.5' NOTE: 2" MIN. WALL MORTAR ALL (?LOCKS OR PRECAST H-10 THICKNESS REQUIRED COMPONENTS RISERS (TYPJ PRECAST RISERS .. 2'0 4"OSCH40 PVC (TYP.) H-10 1o" 10.58 TEE SI 4' Ai JoOO 0 0 0 0 0 0 0 'c,- -- --oo°Oo�°n°o0000 �nnocrmo~ *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM s" MIN. SUMP PIPES LEVEL 1ST 2' 4 5'- INV'S EL. 9.9 2.5- 4'- 12" MIN. INT. DIM. ENDS BET. SIDES .l ➢°Oc9°OSP cP °`S° - °C 14" °000°o°o oma` o o 7H-10 TEE e MEl70� ���� oo°off °. C�vC-IEJ 0 �Ej 0 0 o°c 10.33 � o��o 'o°o°o°o° OLJ ��'' cc,o-o iI�IL=1�� 'c°c°o°c° 00o0000000ao WATERT�ST D'BOX' O ° ° ° ° ° ° LEVEL o 0 0 0 0 0 °o°o°o°o �OCIO�C�OC�ICE� o0 0°- = r - °0000000 -ono,o.,o,�o_. N oo°o°o°o ,_ ��CJC�CI� ILCIt��® °o°00000 GAS BAFFLE R EQUAL FOR LEVELNESS ;°°°°°°°° CIE CE-1MMM E��u� °°o �EJCIL� JE QE-; QC�C� °o 10.21' 10.04' 00000000 . o°fig i . oo0o?o0o oho-��` o.` OOOOOOo000000000000 oo00U 0000�c�o�o�o„o„0000000. LH -10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REOUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' COMPACTION. (15.221 [21) (2.5% SLOPE) (--L7. % SLOPE) (-!-% SLOPE) FOUNDATION 10' SEPTIC TANK 12' LEACHING D' BOX 16' FACILITY SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS ( USE A _330 GPD DESIGN FLC SEPTIC TANK: 330 GPD (2) = USE A 1500 GAL. SEPTIC TAN LEACHING: SIDES: 2 (30 + 9.83) 2 (.7 BOTTOM 30 x 9.83 (.7 TOTAL: 454 S.F USE (2) 500 GAL. LEACH+NG WITH 2.5' STONE AT SIDES, 4 TEST HOLE LOGS BETWEEN UNITS ENGINEER:CRAIG J. FERRARI, SE #13871 WITNESS: AMY VON HONE, RS DATE.. 8/8/2018 PERC. RATE _ < 2_MIN/INCH IIL CLASS SOILS � ELEV. ELEV. MAP 22 0" ` P 12' 0" 12' RICHAR -- - DB 85 0 Lri ADJUSTED GROUNDWATER 2.9' MOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -LQ 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITF 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. (CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL U E 0 ND RGR UND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF Ar WORK. LOCUS 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL SCALE 1"=2000'± BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 22 PARCEL 341 12. EXISTING LEACHING FACILITY SHALL BE PUMPED LOCUS IS WITHIN FEMA FLOOD ZONE X 02. AND REMOVED OR PUMPED AND FILLED WITH CLEAN ( SAND. PCT CHANCE FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001CO569J DATED 7/16/2014 SITE IS NOT LOCATED WITHIN A ZONE II OINRIER OF RECORD G -W A WELL: A ZONE: LS ADJ: LS JULY 1OYR 3/2 150' 50' 1OYR 3/2 6" 4» 30' 29.6' 30.2' B E 15' 13.9'/9.6' LS LS 30„ 1OYR 6/8 9.5' 36" 1OYR 6/8 9.0' r 250 12.50 C PERC MS o MS 10YR 7/4 10YR 7/4 132" � C 1' 120" 2' GROUNDWATER ENCOUNTERED AT 126" EL. 1.5' BICE # 18-'060 SITE PLM 0 Lri ADJUSTED GROUNDWATER 2.9' MOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -LQ 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITF 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. (CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL U E 0 ND RGR UND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF Ar WORK. LOCUS 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL SCALE 1"=2000'± BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 22 PARCEL 341 12. EXISTING LEACHING FACILITY SHALL BE PUMPED LOCUS IS WITHIN FEMA FLOOD ZONE X 02. AND REMOVED OR PUMPED AND FILLED WITH CLEAN ( SAND. PCT CHANCE FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001CO569J DATED 7/16/2014 SITE IS NOT LOCATED WITHIN A ZONE II OINRIER OF RECORD G -W ADJ. DATA: WELL: MIW 29 ZONE: A ADJ: 1.4' JULY 2018 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E. P.L.S. DERMOT F. WALSH AND ANN MARIE WALSH 14 MILLWOOD CIRCLE NORWELL, MA 02061 REFEREIN4110ES, DEED BOOK 11323 PAGE 346 PLAN BOOK 15 PAGE 13 4NG SUMMARY 'ICT: R-25 RESIDENTIAL DISTRICT PREPARED FOR ANN MARIE WALSH DATE: AUGUST 31, 2018 off 508-362-454-1 fax 508-362-9880 downcape.corn �W17 COPD e� e�fiftf, ®ear. civil engineers /and surveyors 939 Main Street ( Rte 6A) YARMOU THPOR T MA 02675 18-060 WALSH.UWG REQUIRED EXISTING PROPOSED 25,000 S.F. 5,981 S.F. 5,981 S.F. NTAGE 150' 50' 50' ;ETBACK 30' 29.6' 30.2' FBACK 15' 13.9'/9.6' 14.0'/10.0' :TRACK 20' 59.3' 33.4' G COVERAGE 250 12.50 2 2. 2 0 lwJ o a w 9 � C o _ SITE PLM ' z ug OF 133 LEwflS ROA `EST YARMOUTH, I fs PREPARED FOR ANN MARIE WALSH DATE: AUGUST 31, 2018 off 508-362-454-1 fax 508-362-9880 downcape.corn �W17 COPD e� e�fiftf, ®ear. civil engineers /and surveyors 939 Main Street ( Rte 6A) YARMOU THPOR T MA 02675 18-060 WALSH.UWG