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HomeMy WebLinkAboutEngineered Plan - 2016LEGEND — z7y — LXI51 INU UUN I UUK X 99.1 EXIST. SPOT ELEV. —[99]— PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 SIDES: 2 (16.5 + 58) 2 (.74) - 220 GPD TEST HOLE 2= SLOPE OF GROUND 1255 S.F. 928 GPD UTILITY POLE 2'EFF. DEPTH LEACHING GALLEYS W/ 2' STONE 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 DCE #07-315 SYSTEM DESIGN: 20 OVERNIGHT CAMPERS @ 35 GPD = 700 GPD 22 DAY CAMPERS @ 10 GPD = 220 GPD TOTAL = 920 GPD SEPTIC TANK: 920 GPD (2) = 1840 (FIRST COMPARTMENT) 920 GPD (1) = 920 GPD (SECOND COMPARTMENT) 1840 + 920 = 2760 GAL. REQUIRED USE A 3000 GAL. DUAL COMPARTMENT SEPTIC TANK LEACHING: SIDES: 2 (16.5 + 58) 2 (.74) - 220 GPD BOTTOM 16.5 x 58 (.74) = 708 GPD TOTAL: 1255 S.F. 928 GPD USE (6) 8.5'X4.83'X 2'EFF. DEPTH LEACHING GALLEYS W/ 2' STONE AT ENDS 5' BETWEEN UNITS AND 4' STONE AT SIDES (58' X 16.5' OVERALL DIMENSIONS) APPROVED DATE BOARD OF HEALTH LODGE 4 a, �� *46.6' LODGE 3 <— a .. *39.7' i'. ,.. 3 SHALL SYSTEM PROFILE MAR ED WITHCMAGNETIC TTAPE RBE PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE FILTER FABRIC OVER STONE 38.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM NOTE: 2" MIN. WALL THICKNESS REQUIRED BLOCKS OR MORTAR ALL PRECAST RISERS 4"OSCH40 PVC COMPONENTS :.. :.. Q.:•. s" MIN. SUMP PIPES LEVEL 1ST 2' H-20 INV'S EL. 12" MIN. INT. DIM. 2' S' 33.0' .a ENDS BET z4•,-0,-00-, ° 0000 0 "."00 00000 000©00 24� TEE ' o°o°o°o°o°o O°O °33.56 ° ° ° ° opo o °° ° ° 0000�00000. ° ° o ° o o WATERTEST D'BOX O )°o°o°o°o p°°°°TEE ,°o°o°o°o°o°� °°°°o°°° ���®��®00°0°00000�aa000� _ FOR LEVELNESS N 0000000o fp�O�C7CIO000000 ODC7000�00®CcAs BALE GAS BAFFLE 33.43' 33.26' °o°o °00 COMP. MIN. �920 GAL COMP. MIN. •' ' I LH -20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST :. ;: ..:.� � • >000000000000000c 3/4'-1-1/2' DOUBLE WASHED STONE (6) UNITS REQUIRED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o°o°o°o°o°o°o°o°o°o°o°o°o°00000° OVERALL DIMENSIONS TO OUTSIDE OF STONE: 16.5' X 58' >_�_n0 0 0 0 0 e.0s..0..n,.o.o 0 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) 4' SIDES1 34.0' .>°o°o°o°o 00000000 0g.'.0' ° ° ° 00606 0,0 7 ° ° ° ° 7 '0°0°0°0° - °°°°°°°° 31.0' (_2_5% SLOPE MIN.) ( 1 % SLOPE) (1 , % SLOPE) 25' BOTTOM TH-1 LEACHING NO GROUNDWATER FOUND MA FOUNDATION 65, � SEPTIC TANK 13' D' BOX 28' FACILITY \ `SQ 1 46-,\ LODGE 4 REQUIRED U J I co / \ \ ON�ECT--Ate'\__ ( \ _ \ EXISTING \ \ \ CESSPOOL EPLACE IFS\ REQUIRED 1 BEKHMARK: \\ / ._,/CESSPOOL NAVD = 39.7 / \\ REMOVE OR \\ \��jl CESSP L r 34 \ RELOCATE �\ \AREA DRAIN \\ �A\ I \ < �o. \�� ;� \_\ �� j LODGE 3 �}. \,32J \ yf >1 V _n i �_ /I \ \ \\ LODGE 2 OD \ \ ) \ \ , LODGE 1 ?n _ I NOTES 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 -2Q 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. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED ..LEACHING FACILITY. _... _ 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. LEACHING DETAIL 1 " = 10' �O Yarmouth Health Department PPR VIS 1�1ame Date DATE DANIEL A. OJALA, P.E., P.L.S. Rte 64 C) �c 0 1 er Lines o�' a to'Pedb y, oP � G LOCUS g R OU e �� LOCUS MAP NOT TO SCALE - — ASSESSORS MAP 115 PCL. 233-1.1 SITE IS WITHIN A ZONE II TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: PHIL RENAUD DATE: 3/30/2016 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. 1 0» 4 36' LS 6„ 10YR, 5/2 B LS 26" 10YR 5/8 33.8' PERC C MS 1OYR 6/6 132" 1 I 25' NO GROUNDWATER ENCOUNTERED TITLE 5- SITE PLA ,1 OF �. I i i YARMOUTHPORT, MA PREPARED FOR CAMP WINGATE KIRKLAND DATE: APRIL 15, 2016 Scale:1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 I fax 508-362-9880 downcope.com 90W#7 cape eagiaeefiag, iac. civil engineers /and surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 07-315 RUBENSTEIN-2016.DWG