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HomeMy WebLinkAboutEngineer Plan• U 10" "EXISTING 14" TEE SEPTIC TANK TEE I7I *42.4' ` p 000x0000000 GAS BAFFLE 4' LIQ. LEVEL (ACME OR .EQUAL) .; 40.47' °° O p O° 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0°O O O°O°O 0°O°O 0�00000�n�n�OpO.'1°O°O°000°O°00.n�0�n�.1�0. O 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) (-2-% SLOPE) FOUNDATION— EXIST. SEPTIC TANK 64' D' BOX — *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ** TALLER SHALL CONFIRM MINIMUM SEPTIC LEGEND —99-- SYS EM PROFILE LL MALL MTN ARKED WITH CMAGNETIC TTAPEA R BE NOTES PROPOSED CONTOUR .[98.4]... PROPOSED SPOT EL. TTH11 COMPARABLE MEANS FOR FUTURE LOCATION. {� TEST HOLE RTES 3T D'BOX SLOPE OF GROUND (NOT TO SCALE) UTILITY POLE 1. DATUM IS NAVD 88 FIRE HYDRANT PROVIDE MIN. 20" DIAM. WATERTIGHT LEVELNESSNOT CONCRETE COVERS TO WITHIN 3" GRADE EAD PRIOR TO COMMENCEMENT OF OVERHEAD °Oa ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING D. EL. 45.4' BE BE ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL REMOVED BENEATH AND 5' AROUND THE FILTER FABRIC OVER STONE OVER SYSTEM 44.0' 3• MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. CEMENT BOUND MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -LQ =43.9' NAVD88 -10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR°EQUAL. NOTE: 2" MIN. WAL PRECAST H-10 /4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED THICKNESS REQUIR D PRECAST RISERS RISERS (TYP.) 2'0 CONCEALED WITHOUT INSPECTION BY BOARD OF 43.7' AND REMOVED OR PUMPED AND FILLED WITH CLEAN 40 6" MIN. SUMP PIPS 12" MIN. INT. DI CH40 PVC LEVEL. 1ST 2' ENDS MORTNR ALL COMFONENTS H-10 (TMP') 0 SIDES 41.03' 5. PIPE JOINTS TO BE MADE WATERTIGHT. ALS TO BE IN ACCORDANCE • U 10" "EXISTING 14" TEE SEPTIC TANK TEE I7I *42.4' ` p 000x0000000 GAS BAFFLE 4' LIQ. LEVEL (ACME OR .EQUAL) .; 40.47' °° O p O° 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0°O O O°O°O 0°O°O 0�00000�n�n�OpO.'1°O°O°000°O°00.n�0�n�.1�0. O 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) (-2-% SLOPE) FOUNDATION— EXIST. SEPTIC TANK 64' D' BOX — *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ** TALLER SHALL CONFIRM MINIMUM SEPTIC LEGEND —99-- EXISTING CONTOUR X 99.4 EXIST. SPOT ELEV. --[991— PROPOSED CONTOUR .[98.4]... PROPOSED SPOT EL. TTH11 CALLING DIGSAFE (1-888-344-7233) AND {� TEST HOLE RTES 3T D'BOX SLOPE OF GROUND COD UTILITY POLE V FIRE HYDRANT NOTE: NOT All. SYMBOLS MAY APPEAR IN DRAWING LEVELNESSNOT INS TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY FOR RE—USE. REPLACE WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF NOT SUITABLE TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: MALLORY„LANGLER --- DATE: _4/15/2021 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. 1 44' 0" — A LS 1OYR 4/2 14" B LS 10YR 7/6 42, 24" C PERC MS 2.5Y 7/4 132" 33' NO GROUNDWATER ENCOUNTERED DCE #21-099 SECOND FLOOR FIRST FLOOR LIVING ROOM `k DINING - ROOM hr D mP KITCHEN } LAUNDRY FLOOR PLAN NOT TO SCALE permit valid for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local. septic variances. Board. orNealth review and approdal is required far. any future additionstrenovetions/alterations 4w sewage facilities and/or stracture0dwelling. Yarmouth Health Department APPROVED rev Li'l rT�i�:, J... .•.�:�Jw�+ ., 1 Date Scale: 1 "= 20' 0 10 20 30 40 50 FEET 44 Q T 20.8' 0 1 EXISTING DWELLING TOF = 45.4' 12 ,0' o CON - PATI LOT AREA FIM 49213 SFt PAVED DRIVE EXISTING BUILDING a 45�0 EXISTING BARN SYSTEM TO REMAIN x SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 4 BEDROOM DWELLING DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 **RE—USE EXISTING 1000 GAL. SEPTIC TANK LEACHING: SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD TOTAL: 615 S.F. 455 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND 'MA APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN �"Slslr: c 0 F x MAY 12 2.©21 N� GRA HEALTH SEPT, #395 ROUTE 6A DRk YARMOUTHPORT. MA X PREPARED FOR ° GEORGE KENNEDY /J �y�'JAr��FLA ys f DANIEL yes' DATE: APRIL 21, 2021 O A 2. C`J.I E O,,A�A .' N0 [tooC2 E ` P.c 40980 r i off 508-362-4541 SITED d `P e° o, �o ,� ( fax 508-36com FclsT downcape.com F vi, sa •4� down cope engineering, inc. �.civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 21-099 /edee w � 6. CONSTRUCTION DET I �S Locus CALLING DIGSAFE (1-888-344-7233) AND WITH 310 CMR 15.000 (TITLE 5.) BEAR O �®®® RTES 3T D'BOX pN ®®®®�®®®®�7 � 0 o s 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND LEVELNESSNOT °mak EAD PRIOR TO COMMENCEMENT OF OVERHEAD °Oa moo° 38.20' TO BE USED FOR LOT LINE STAKING OR ANY oa00000 BENCHMARK: BE BE ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL REMOVED BENEATH AND 5' AROUND THE ASSESSORS MAP 123 PARCEL 137 OTHER PURPOSE. 30' ' CEMENT BOUND LH I' PROPOSED LEACHING FACILITY. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. =43.9' NAVD88 -10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR°EQUAL. /4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR LL AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY BOARD OF ERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' AND REMOVED OR PUMPED AND FILLED WITH CLEAN HEALTH AND PERMISSION OBTAINED FROM BOARD SAND. OF HEALTH. FIRST FLOOR LIVING ROOM `k DINING - ROOM hr D mP KITCHEN } LAUNDRY FLOOR PLAN NOT TO SCALE permit valid for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local. septic variances. Board. orNealth review and approdal is required far. any future additionstrenovetions/alterations 4w sewage facilities and/or stracture0dwelling. Yarmouth Health Department APPROVED rev Li'l rT�i�:, J... .•.�:�Jw�+ ., 1 Date Scale: 1 "= 20' 0 10 20 30 40 50 FEET 44 Q T 20.8' 0 1 EXISTING DWELLING TOF = 45.4' 12 ,0' o CON - PATI LOT AREA FIM 49213 SFt PAVED DRIVE EXISTING BUILDING a 45�0 EXISTING BARN SYSTEM TO REMAIN x SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 4 BEDROOM DWELLING DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 **RE—USE EXISTING 1000 GAL. SEPTIC TANK LEACHING: SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD TOTAL: 615 S.F. 455 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND 'MA APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN �"Slslr: c 0 F x MAY 12 2.©21 N� GRA HEALTH SEPT, #395 ROUTE 6A DRk YARMOUTHPORT. MA X PREPARED FOR ° GEORGE KENNEDY /J �y�'JAr��FLA ys f DANIEL yes' DATE: APRIL 21, 2021 O A 2. C`J.I E O,,A�A .' N0 [tooC2 E ` P.c 40980 r i off 508-362-4541 SITED d `P e° o, �o ,� ( fax 508-36com FclsT downcape.com F vi, sa •4� down cope engineering, inc. �.civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 21-099 /edee w � � d �S Locus CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP pN � 0 o s S O 33.0' BOTTOM "�jfP °mak EAD PRIOR TO COMMENCEMENT OF OVERHEAD °Oa FACILITY NO GROUNDWATER FOUND FIRST FLOOR LIVING ROOM `k DINING - ROOM hr D mP KITCHEN } LAUNDRY FLOOR PLAN NOT TO SCALE permit valid for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local. septic variances. Board. orNealth review and approdal is required far. any future additionstrenovetions/alterations 4w sewage facilities and/or stracture0dwelling. Yarmouth Health Department APPROVED rev Li'l rT�i�:, J... .•.�:�Jw�+ ., 1 Date Scale: 1 "= 20' 0 10 20 30 40 50 FEET 44 Q T 20.8' 0 1 EXISTING DWELLING TOF = 45.4' 12 ,0' o CON - PATI LOT AREA FIM 49213 SFt PAVED DRIVE EXISTING BUILDING a 45�0 EXISTING BARN SYSTEM TO REMAIN x SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 4 BEDROOM DWELLING DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 **RE—USE EXISTING 1000 GAL. SEPTIC TANK LEACHING: SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD TOTAL: 615 S.F. 455 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND 'MA APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN �"Slslr: c 0 F x MAY 12 2.©21 N� GRA HEALTH SEPT, #395 ROUTE 6A DRk YARMOUTHPORT. MA X PREPARED FOR ° GEORGE KENNEDY /J �y�'JAr��FLA ys f DANIEL yes' DATE: APRIL 21, 2021 O A 2. C`J.I E O,,A�A .' N0 [tooC2 E ` P.c 40980 r i off 508-362-4541 SITED d `P e° o, �o ,� ( fax 508-36com FclsT downcape.com F vi, sa •4� down cope engineering, inc. �.civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 21-099 10. CONTRACTOR SHALL BE RESPONSIBLE FOR (-!—% SLOPE) CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & LEACHING 12' 33.0' BOTTOM TH-t EAD PRIOR TO COMMENCEMENT OF OVERHEAD SCALE 1"=2000'7 FACILITY NO GROUNDWATER FOUND UTILITIES 'T� 0 BENCHMARK: BE BE ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL REMOVED BENEATH AND 5' AROUND THE ASSESSORS MAP 123 PARCEL 137 lJ j UTE � � CEMENT BOUND I' PROPOSED LEACHING FACILITY. � =43.9' NAVD88 G 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN -- SR z•nn _ SAND. FIRST FLOOR LIVING ROOM `k DINING - ROOM hr D mP KITCHEN } LAUNDRY FLOOR PLAN NOT TO SCALE permit valid for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local. septic variances. Board. orNealth review and approdal is required far. any future additionstrenovetions/alterations 4w sewage facilities and/or stracture0dwelling. Yarmouth Health Department APPROVED rev Li'l rT�i�:, J... .•.�:�Jw�+ ., 1 Date Scale: 1 "= 20' 0 10 20 30 40 50 FEET 44 Q T 20.8' 0 1 EXISTING DWELLING TOF = 45.4' 12 ,0' o CON - PATI LOT AREA FIM 49213 SFt PAVED DRIVE EXISTING BUILDING a 45�0 EXISTING BARN SYSTEM TO REMAIN x SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 4 BEDROOM DWELLING DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 **RE—USE EXISTING 1000 GAL. SEPTIC TANK LEACHING: SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD TOTAL: 615 S.F. 455 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND 'MA APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN �"Slslr: c 0 F x MAY 12 2.©21 N� GRA HEALTH SEPT, #395 ROUTE 6A DRk YARMOUTHPORT. MA X PREPARED FOR ° GEORGE KENNEDY /J �y�'JAr��FLA ys f DANIEL yes' DATE: APRIL 21, 2021 O A 2. C`J.I E O,,A�A .' N0 [tooC2 E ` P.c 40980 r i off 508-362-4541 SITED d `P e° o, �o ,� ( fax 508-36com FclsT downcape.com F vi, sa •4� down cope engineering, inc. �.civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 21-099