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HomeMy WebLinkAboutEngineered Plan - 2016TOP FOUND. EL. 29.1' PRECAST H-10 RISERS (TYP.) 2'0 *26.85' ' 23.79' SYSTEM PROFILE (NOT TO SCALE) PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE r27.5;l MIMIMIlu -1: rrnvFR nvFR pRFrecT ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. CONCRETE COVERS TO WITHIN 3" GRADE 2% SLOPE REQUIRED OVER SYSTEM 27.0' NOTE: 2" MIN. WALL BLOCKS OR THICKNESS REQUIRED PRECAST RISERS 24.94 4"0SCH40 PVC MORTAR ALL H-10 6" MIN. SUMP PIPES LEVEL 1 ST 2' COMPONENTS 12" MIN. INT. DIM. ENDS (TYP-) 4' 24.03' SIDES o 0 0 0 0 10" 1500 GAL H-10 14" 00a.O0 TEE SEPTIC TANK TEE ®®0� O ®®L�® ®M®� --®��� 'o°o°o°o° 3.54' WATERTEST D'BOX ° DD®�®®O®®®® o0o0o0a� °00000000 ,00000000 ° ° o 0 00°0°0°00000 '°o°o°o°o GAS BAFFLE FOR LEVELNESS N ®®��®®®®®LIQ oo�000�®aa® '°o°o°o°o 0 0 0 0 O O O O O O O O o 0 0 0 23.47' 23.30' ;°°°°o°00 ° ° 4' LIQ. LEVEL (ACME OR EQUAL),,_ °°°°° go�o�S0000000000*?0o,o9o,o'oog000 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' COMPACTION. (15.221 [2]) (14 % SLOPE) FOUNDATION 22' — LEGEN D 99 — EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. —[99]-- PROPOSED CONTOUR (98.4] PROPOSED SPOT EL. TH1 0" 27' TEST HOLE 2% SLOPE OF GROUND COLD UTILITY POLE 1OYR 4/1 FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS. AMY VON HONE, RS DATE: 1/14/2016 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. 4 0" 27' A LS 1OYR 4/1 12" B LS 20" 1OYR 5/8 25.3' PERC C MS 1OYR 7/8 132" I 16' NO GROUNDWATER ENCOUNTERED DCE #15-392 (—L% % SLOPE) (-!—% SLOPE) SEPTIC TANK 7' D' BOX 12' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM CAUTION GAS LINE THIS AREA BENCHMARK: USE TOP OF U: BOTTOM CONC. STEP AT 12" ELEV. 28.6' H1 OAr—a�aK o� o` W 0 O, • • LEACHING FACILITY 1�1 PA 1\ 1 G \ EXISTING DWELLING TOP FNDN. = EL. 29.1' 28 -o 7, � o .2 I W 2' 0 , Scale:1 "= 20' 0 10 20 30 40 50 FEET 3 16.0' BOTTOM TH-1 NO GROUNDWATER FOUND I EASEMENT ELECTR �i LOT 91 22,170± SF TWIN 14" OAK B?'00K ROAD DATE NOTES 1. DATUM IS ASSUMED 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-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. 1 'MD SHALL BE RESPONSIBLE FOR V. CONTRAC 0 CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 58 PARCEL 134 PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 0 cyl (a SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED - DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND APPROVED , MA DATE BOARD OF HEALTH Yvr>I out% Hedth Department '/0APP VD L (.Cil I�aalne Date TITLE 5 SITE PLAN OF #5 CLEAR BROOK ROAD WEST YARMOUTH, MA PREPARED FOR ESTATE OF SUSAN KELLEY OF to,4s ^,rlIEL cy�� DANIELA. �N y Ro �J,1ALA ,.. A. Cl i I.�IVILLA 4 No. 46502 :. 40980 c--� •��_�.^•� � ,s:� G� � � � S T ERS ��� , DANIEL A. OJALA, P.E., P.L.S. DATE: JAN 14, 2016 off 508-362-4541 I fax 508-362-9880 downcape.com down cape LPnginetPrinl, INC. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 15-392 V. CONTRAC 0 CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 58 PARCEL 134 PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 0 cyl (a SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED - DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND APPROVED , MA DATE BOARD OF HEALTH Yvr>I out% Hedth Department '/0APP VD L (.Cil I�aalne Date TITLE 5 SITE PLAN OF #5 CLEAR BROOK ROAD WEST YARMOUTH, MA PREPARED FOR ESTATE OF SUSAN KELLEY OF to,4s ^,rlIEL cy�� DANIELA. �N y Ro �J,1ALA ,.. A. Cl i I.�IVILLA 4 No. 46502 :. 40980 c--� •��_�.^•� � ,s:� G� � � � S T ERS ��� , DANIEL A. OJALA, P.E., P.L.S. DATE: JAN 14, 2016 off 508-362-4541 I fax 508-362-9880 downcape.com down cape LPnginetPrinl, INC. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 15-392