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HomeMy WebLinkAbout51 & 53 katharyn septic planSYSTEM PROFIL ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR 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 TOP FOUND. EL. 17,5' FILTER FABRIC OVER STONE SLAB.- 17.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 17-18' NOTE: 2" MIN. WALL BLOCKS OR PRECAST H-70 THICKNESS REQUIRED PRECAST RISERS RISERS (1YP.) MORTAR ALL 2'0 4"OSCH40 PVC COMPONENTS H-20 INV'S EL. ;.�,.. 6" MIN. SUMP PIPES LEVEL 1ST 2' HNDS 25� g'__I 14.00' ' 12" MIN. INT. DIM. BE . SIDES * 15. 6' f t0" - " ' 14 " ' ":�:. .>00000000 14.89 TEE 14" TEE ®®�® ®®01� ° ° — —Cl�®® ° ° ° ° TEE 14.64 0 0 0 0 0 0 o°o°o�o� .©®®�®®a©�®© o�o�° . ra®ooa®®La��® ,00000000 0 0 0 0 0 o WATERTGST D BOX ° ° ° ° °o°°°^; —7 ° ° ° ° c o00000000000 °°°°°°°° ©®®®0©Ocl®©� o°°°°o ®�c�®DI=-] E o°oo,-, GAS BAFFLE GAS BAFFLE ::; +_o 0 0 0 0_ FOR LEVELNESS ° O ° ° °o°o°o°o �®®®calEP©EDMM—I� 0000 =mmm I®m®® :oog00000 '•y 2 0 0 0 o o U 1000 GAL COMP. 500 GAL COMP. •« 14.32' 14.15', >°O°-°o.°O "Goo, °o°o°o°o , uQO�ooODOoo-o-o;000006oO0000�ODODOOo�o�oo Do° °0000000�°o°,o°o°o°o�000000000000000f°,o,°..,:00... _.L-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST 4' LIQ. LEVEL (ACME OR EQUAL) 3/4"-1-1/2" DOUBLE WASHED STONE '�� (3) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 40' X 10' �— COMPACTION. (15.221 [2]) o ui % SLOPE) 1500 GAL DUAL ( 1 %SLOPE) 0-7-0 (1 % SLOPE) COMPARTMENT H-10 _t 7.0' BOTTOM TH-1 39' SEPTIC TANK - 32' D' BOX 15' LEACHING NO GROUNDWATER FOUND _ FOUNDATION 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 LEGEN D -- - V9 -- EXISTING CONTOUR i X 99• 1 i EXIST. SPOT ELEV. —[991— PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 -iiY TEST HOLE SLOPE OF GROUND UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 1 i • ENGINEER: CRAIG J. FERRARI, SE # 13871 WITNESS: PHIL RENAUD DATE: 3-19-2024 PERC. RATE _ _ < 2 MIN INCH CLASS I SOILS Ott A LS 1OYR 3/2 lost B LS 1OYR 5/8 18" C1 PERC MS 1OYR 7/4 15.5' 120" ( I 7' NO GROUNDWATER ENCOUNILRED LICE #24- 038 GARAGE CB FOUND E BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING ROOM ROOM KITCHEN KITCHEN FLOOR PLAN NOT TO SCALE Scale:1 "= 20' 0 10 20 30 40 50 FEET NU I Lb 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTINQ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-2Q (H-10 TANK) 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 15.0' 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. 12.00' 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 FORCALLING MAP THE OCATIONDIGSAFE 811OF ALL (UNDE GROUNDANDI FYING & OVERHEAD LOCUS MAP UTILITIES PRIOR TO COMMENCEMENT OF WORK. SCALE 1 "=2000'f 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE ASSESSORS MAP 116 PARCEL 27C PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 3 DATE DANIEL A. OJALA, P.E., P.L.S. SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED (2) EXISTINR 2 BEDROOM g CONDO UNITS D SIGN FLOW: !-BEDROOMS CAD 110 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 (FIRST COMPARTMENT) 4400 GPD (1) _ (�440�(_S_E__COND COMPARTMENT) 880 + 440 = 132�"GAI_. REQUIRED USE A. 1500 GAL. D,jAL COMPARTMENT SEPTIC TANK LEACHING: SIDES: 2 (40 + 10) 2 (.74) = 148 GPD BOTTOM 40 x 10 (.74) = 296 GPD TOTAL: 600 S.F. 444 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.25' STONE AT ENDS 5' BETWEEN UNITS AND 2.6' AT SIDES[D """'w'*��••�...�.M.� Yorwoa R w . FF�7 :L I a ilat+e APPROVED , MA OF HEALTH l � TITLE 5 SITE PLAN OF 53 KATHARYN MICHAEL ROAD co `YARMOUTHPORT, MA PREPARED FOR RECEI'V: GEORGE BRADY APR 19 2024 DATE: MARCH 25, 2024 off 508-362-4541 I fax 508-362-9880 downcape.com NOW cope edgifteering, ire. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 HEALTH DEPT. SURVEY: f�W DRAFTED BY: CJF CHECKED BY: I 24- 038