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Home My WebLink About83-1581 - Sewage Disposal Upgrade PlanDEEP OBSERVATION HOLE LOGS DESIGN CALCULATIONS NOTES NO SCALE DESIGN FLOW: 14 — (1) BEDROOM UNITS AT 110 GAL PER DAY PER BEDROOM = 1540 GPD 1) GARBAGE GRINDERS ARI SOIL MOTTLING REQUIRED LEACHING CAPACITY: 1540 GPO 2) THE INSTALLER IS RESP QATE OF TESTS: NOVEMBER 16, 2001 PROPOSED LEACHING: A 3,718 SQ. FT. LEACHING FIELD CAN LEACH: THE SEWAGE DISPOSAL PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP Vt = (3718) x .74 = 2751.3 GPD STRENGTH TO SUSTAIN IN THE C HORIZON 1N DOH 11 AND DOH #2 REQUIRED SEPTIC TANK CAPACITY: 1540 GPD X 200% = 3080 GALLONS 23' — 113' COMPONENT OF THE S) COMPLY WITH A MINIMU WITNESSED BY : JOHN G. SCHNAIBLE, CEC PROPOSED SEPTIC TANK CAPACITY: TWO (2) - 3500 GALLON SEPTC TANKS IN SERIES NONE LOOSE, MED. AMY VAN HONE HEALTH AGENT NOTE 3) PRIOR TO SETTING ANY , INSTALL, ONE ( 1) — 80.4'L x 46.3'W (AVG.) x 0.5'D. ' LEACHING FIELD Vt = 2751.3 GPD > 1540 GPD REQ'D. 7) SHALL VERIFY EXISTING AND REPORT ANY DISC SS-- 1 TWO ( 2) — 3,500 GALLON (H-20) SEPTIC TANKS IN SERIES, > 3080GALLON REQUIRED ALL. GRAVITY SEWER Plf DEEP OBSERVATION HOLE 1 EL = 11.21 TWO { 2) — 7000 GAL (H-20) EQUALIZATION TANKS 4) DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR MUNSELL SOIL MOTTLING OTHER 0' - 23' FILL ONE ( 1) - 4' DIA (H-20) SEWER MANHOLE If - 4' ASPHALT REMOVE: (SYSTEM 3) — EXISTING 3,000 GAL SEPTIC TANK, PUMP CHAMBER, D—BOX, AND LEACHING CHAMBERS TO CONSTRUCTION. N0. 4"-23' HARDENING 23' — 113' C SAND 10 YR 6/4 NONE LOOSE, MED. 38' GROUNDWATER ENCOUNTEREDFLOOD NOTE AS N010 CHANGES IN DESIGN. AT A DEPTH OF 111' SAND 100 YEAR FLOOD - ELI = 10.0 CONSTRUCTION NOTE. WORK AREA DURING CONSIKUGnUN. DEEP OBSERVATION HOLE 2 EL = 11.31 FEMA FIRM COMM.—PANEL 1¢250015 0006 D REVISED JULY 2, 1992 8) THE EXISTING SEWAGE DISPOSAL SYSTEM 13 SHAM BE PUMPED AND DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER 1. ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVATION IS REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH SURFACE HORIZON TEXTURE MUNSELLMOTTLING COMPLETE CLEAN COARSE SAND. 2. ENGINEER SHALL INSPECT WHEN CLEAN FILL MEETING REQUIRED 0' — 24' FILL 5 2 S" ASPHALT GRADATION HAS BEEN PLACED. IF APPLICABLE: NOTE. 3. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SYSTEM HAVE BEEN INSTALLED. 9) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN STEVE PERCENT —SYSTEM #1 SERVES 9 UNITS 4. ENGINEER SHALL INSPECT WHEN THE PUMPS AND CONTROLS HAVE GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS SIZE PASSING PERI AT BEEN INSTALLED. MATERIALS, THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 24" — 113" C SAND 10 YR 6/4 NONE LOOSE. MED. 38' —SYSTEM 12 SERVES 22 UNITS 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE 14 SIEVE 4 100% SAND GROUNDWATER ENCOUNTERED —SYSTEM 13 SERVES 14 UNITS THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. 50 10%100% AT A DEPTH OF 111' 100 0%-20% —SYSTEM j4 SERVES ]8 UNITS THE MATERIAL THAT PASS -THE �4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: 1200 0%5% ASSESSORS MAP 26 ---------- PARCEL 116 TOWN OF YARMOUTH BASS RIVER BEACH __— ---_— DUNEAREA—\ w' 9.7 - DaSTING LEACHING CATCH PROPOSED 4' DIA. CATCH BASIN h ys BASINS TO BE MOVED. RIM ELEV. - 10.75 VENT PAVED BERM (TP.) EXISITNG CONCRETE x10.6 yp�T PROPOSED 4' DIA. CATCH BASIN J2 RETAINING WALL -BASE EDGE OF EXISTING' > ,>y l r' RIM ELEV. - 10.75 TOP OF WALL PAVEMENT 0 CURB O - OF WALL IS COASTAL BANK ELEVATION ='11.0. N3 STUB W/CAPS FOR FUTURE CONNECT S +10.9 " *NOM. B• DRNN PIPE GIG T — — — — — — _ (SEE VALDE VAULT DETAIL) 8 FORCE MAINS > �^ ' PROPOSED 4' DIA 'y� I PROPOSED 6' x 6' 11.0 +1 DRAIN MANHOLE—A S I (H-20) VALVE VAULT > x11.0 f RIM ELEV. =GRADE DOH 41 _ t xt o C I ®DDH 42 = go C ANIFOLD� ' ® C' FORE MMI TD Ex -TEND iCt G: x O� I PROPOSED 9' x 5.25' BEYOND LEA FUTURE CONN FIELD. PROVIDE K (H-20) PUMP 0tAww9Mm O CAP FOR - ------ :. PROPOSED 3.718 S0.1 x t 2 i IFT. PRESSURE DOSED 4141E > „ rZ LEACHING FIELD L, PROPOSED TWO (2) 3,500 PROPOSED 4' DIA. CATCH BASIN J3 1 ALL COAPONENTS OF DOSTMG SYSTEtA /3 p TO BE PUMPED AND REMOVED ALONG ' - GALLON (H-20) SEPTIC PoM ELEV. - 10.70 / WITH SURROUNDING CONTAMINATED SOIL_ _ _ _ _ _ I 1 TANKS WTH ZABEL FILTERS 7 __ --_ _ b i - ---------- --^----- i :: 1 26'1 ._ L.C.P. 14114C LOT 125C ASSESSORS MAP 26 PARCEL 117 ONE ( 1) — 9.0' x 5.25' PUMP PIT (H-20) NOTED. THE MINIMUM ONE ( 1) - 6' x 6' (H-20) VALVE VAULT - 5) NO PART OF THIS DESA ONE ( 1) - 4' DIA (H-20) SEWER MANHOLE FROM THE DESIGN ENGI HEALTH. ALL REQUEST REMOVE: (SYSTEM 3) — EXISTING 3,000 GAL SEPTIC TANK, PUMP CHAMBER, D—BOX, AND LEACHING CHAMBERS TO CONSTRUCTION. N0. DATE 6) THE USE OF ALTERNATI PERI AT SHALL NOT BE APPR01 38' GROUNDWATER ENCOUNTEREDFLOOD NOTE AS N010 CHANGES IN DESIGN. AT A DEPTH OF 111' DRAWN BYSMR/MAP 7) THE INSTALLER SHALL SS-- 1 260 CRANBERRY HIGHWAY ORLEANS; MASS. 02653 (508) 255-6511 UTILITIES PRIOR TO EX( 100 YEAR FLOOD - ELI = 10.0 CONSTRUCTION NOTE. WORK AREA DURING CONSIKUGnUN. DEEP OBSERVATION HOLE 2 EL = 11.31 FEMA FIRM COMM.—PANEL 1¢250015 0006 D REVISED JULY 2, 1992 8) THE EXISTING SEWAGE DISPOSAL SYSTEM 13 SHAM BE PUMPED AND DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER 1. ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVATION IS REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH SURFACE HORIZON TEXTURE MUNSELLMOTTLING COMPLETE CLEAN COARSE SAND. 2. ENGINEER SHALL INSPECT WHEN CLEAN FILL MEETING REQUIRED 0' — 24' FILL 5 2 S" ASPHALT GRADATION HAS BEEN PLACED. IF APPLICABLE: NOTE. 3. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SYSTEM HAVE BEEN INSTALLED. 9) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN STEVE PERCENT —SYSTEM #1 SERVES 9 UNITS 4. ENGINEER SHALL INSPECT WHEN THE PUMPS AND CONTROLS HAVE GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS SIZE PASSING PERI AT BEEN INSTALLED. MATERIALS, THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 24" — 113" C SAND 10 YR 6/4 NONE LOOSE. MED. 38' —SYSTEM 12 SERVES 22 UNITS 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE 14 SIEVE 4 100% SAND GROUNDWATER ENCOUNTERED —SYSTEM 13 SERVES 14 UNITS THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. 50 10%100% AT A DEPTH OF 111' 100 0%-20% —SYSTEM j4 SERVES ]8 UNITS THE MATERIAL THAT PASS -THE �4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: 1200 0%5% ASSESSORS MAP 26 ---------- PARCEL 116 TOWN OF YARMOUTH BASS RIVER BEACH __— ---_— DUNEAREA—\ w' 9.7 - DaSTING LEACHING CATCH PROPOSED 4' DIA. CATCH BASIN h ys BASINS TO BE MOVED. RIM ELEV. - 10.75 VENT PAVED BERM (TP.) EXISITNG CONCRETE x10.6 yp�T PROPOSED 4' DIA. CATCH BASIN J2 RETAINING WALL -BASE EDGE OF EXISTING' > ,>y l r' RIM ELEV. - 10.75 TOP OF WALL PAVEMENT 0 CURB O - OF WALL IS COASTAL BANK ELEVATION ='11.0. N3 STUB W/CAPS FOR FUTURE CONNECT S +10.9 " *NOM. B• DRNN PIPE GIG T — — — — — — _ (SEE VALDE VAULT DETAIL) 8 FORCE MAINS > �^ ' PROPOSED 4' DIA 'y� I PROPOSED 6' x 6' 11.0 +1 DRAIN MANHOLE—A S I (H-20) VALVE VAULT > x11.0 f RIM ELEV. =GRADE DOH 41 _ t xt o C I ®DDH 42 = go C ANIFOLD� ' ® C' FORE MMI TD Ex -TEND iCt G: x O� I PROPOSED 9' x 5.25' BEYOND LEA FUTURE CONN FIELD. PROVIDE K (H-20) PUMP 0tAww9Mm O CAP FOR - ------ :. PROPOSED 3.718 S0.1 x t 2 i IFT. PRESSURE DOSED 4141E > „ rZ LEACHING FIELD L, PROPOSED TWO (2) 3,500 PROPOSED 4' DIA. CATCH BASIN J3 1 ALL COAPONENTS OF DOSTMG SYSTEtA /3 p TO BE PUMPED AND REMOVED ALONG ' - GALLON (H-20) SEPTIC PoM ELEV. - 10.70 / WITH SURROUNDING CONTAMINATED SOIL_ _ _ _ _ _ I 1 TANKS WTH ZABEL FILTERS 7 __ --_ _ b i - ---------- --^----- i :: 1 26'1 ._ L.C.P. 14114C LOT 125C ASSESSORS MAP 26 PARCEL 117 N0. DATE REVISION - - BY sNEET nT� SEWAGE DISPOSAL SYSTEM UPGRADE PLAN (FOR 14 UNIT PORTION OF EXISTING MOTEL) PROJECT NO. C13376.00 AS N010 DATE -1/16/02. aRodECT OCEAN CLUB HOMEOWNERSASSOCIATION 329 SOUTH SHORE DRIVE ASSR. MAP 26 PCL 117 SOUTH YARMOUTH , MA DRAWN BYSMR/MAP C13376SS.dwg COASTAL :ENGINEERING COMPANY, INC. PROFESSIONAL ENGINEERS &' LAND SURVEYORS SS-- 1 260 CRANBERRY HIGHWAY ORLEANS; MASS. 02653 (508) 255-6511