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Home My WebLink About83-1465 - Sewaqge Disposal - DetailsDEEP SOIL HORIZON SOIL TEXTURE SOIL COLOR (MINSELL) OBSERVATION +-TOLE L005 FILL NO SCALE DEEP OBSERVATION HOLE I EL. = 8.4 DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR (MINSELL) SOIL MOTTLING OTHER 0" - 24' FILL #100 0%-20% 0 200 EAST 5VE OF Nola NAD BLC6. DEBRIS TO 66' 24' - 42" B LOAMY SAND IOYR4/b SHEET TIRE L.£/aER 42' - 66' GI SAND IOYR5/6 NONE COARSE TO 66' - 132' C,2 SAND IOYR6n NONE MMILIM TO C40ARBE SAV DEEP OBSERVATION HOLE 2 EL. = 8.5 DEPTH FROM Sa' IRFAGE SOIL HORIZON SOIL TEXTURE SOIL DOLOR MINSELL) SOIL MOTTLIN5 OTHER 01-10, FILL #100 0%-20% 0 200 6RAVE '`w 10" - 21' B LOAMY SAND IOYR4/b SHEET TIRE L.£/aER 21' - 120' G SAND I0YR5/b NONE HDtH TO COARSE SoqV 3 1 CN GALGULA- DATE OF TE -5T5: 4/29/98 PERGOLATION RATE : LE55 THAN.2 MINANGH IN "G" HORIZON HITNE55M BY : A 5(,HNAIBLE, GEC, BRUCE MURPHY, HEALTH A6ENT 6ROUNDWATER ENCOUNTERED AS NOTED 6ROUNDWATER ENCOUNTERED AT A DEPTH OF 61' 6ROU4DWATER ENCOUNTERED AT A DEPTH OF 51' DE516N FLOW: TITLE 5: TAKE-OUT RESTAURANT= 12 5EAT5 x 20 6PV = 240 6PP WE 1000 6PD ) AGIUAL WATER USE (1/43 - IM) : AVG = 419 6PD (FOR A 51MILAR ESTABLISHMENT) KITCHEN FLOW: 12 5EAT5 x 15 6PD = 180 6AL A 40'Nbc 34'L x 0'-6'D. LEAGHIN6 FIELD CAN LEACH: Vt= 40 x 34 x .14 = 1006.4 6PD INSTALL: ONE (1) - 40'W x 341- x O' -6'D. LEAGHIN6 FIELD Vt = 1006.4 6PO ) 1000 6PD REOV. ONE (1) - 2000 6AL. 5EPTIG TANK, MINIMUM ALLOWED ONE (1) - 1500 GAL 6REA5E TRAP ONE ( 1) - 2000 6AL. PUMP CHAMBER W/ PUMP 4 GONTROLS ONE ( I) - D15TRIBUt1oN Box - (9 OUTLET) NOTES 1) 6ARBASE 6RINDEP-5 ARE NOT ALLOWED WITH THIS DE516N. 2) THE INSTALLER IS RESPONSIBLE FOR AS%RIN6 THAT COMPONENTS OF THE SF-WA.GE DISPOSAL SYSTEM ARE DE-516NW WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMP05ED ON THEM. ANY COMPONENT OF THE SYSTEM 5UB.EGT TO VEHICULAR TRAFFIC, MU5T OOMPLY WITH A MINIMUM STANDARD OF AA.S.H.TO. H-20 WHEEEL. LOADS. 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, INCLUDINI6 ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DI5CREPANGIE5 TO THE DE -516N ENGINEER 4) ALL 6RAVITY SB•!ER PIPE SHALL BE 4' DIA. SCH 40 PVC, UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH 40 PJC, SHALL BE ODI FT/FT. 5) NO PART OF THIS DE51614 SHALL BE ALTERED WITHOUT' PRIOR APPROVAL FROM THE DEVCM ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO GON5IRUGTION. 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHAN6E5 IN DE516N. 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXI51IN6 VVER6ROUND UTILITIES PRIo TO E)rAVA110K AND SHALT PROTECT UTILITIES WITHIN THE THE HORK AREA WRNG CC%TRZTION b) THE EXISTING SEWAGE DISPOSAL SYSTEM SHALL BE PIMPED AND REMOVED WITH 5URROUNDIN6 CONTAMINATED SOILS AND BAGKFILIED WITH CLEAN COARSE SAND. IF APPLIGABLE, N FILL MATERIAL FOR 5Y5TEM5 CONSTRUCTED IN FILL SHALL BE GLEAN 6RAM-AR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE 6RADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LAR6ER THAN 2 INCHES. THE MATERIAL THAT PASSES THE M4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS, SIEVE PERCENT SIZE PA55146 a 4 100% #50 1051 100% #100 0%-20% 0 200 0%-5% PROPOSED FLOOR EL= 12.25 1025 1 950 THE MINIMUM SLOPE FOR 4' DIA SUI 40 PVC PIPE 15 1/8' PER FT ..1 ESTIMATED H16H 6ROUNDWATER CALCULATION NS95/CCG METHOD) INDEX WELL: # MIH -2q- ZONE:_A DATE OF READING: 4/28/98 DEPTH TO 6ROUNDWATER: 626 GROUNDWATER LEVEL ADJUSTMENT: 0.4 AGTUAL 6ROUNDWATER LEVEL ® 51TE: EL= 420 ESTIMATED (MAX) HIGH 6ROUNDWATER LEVEL: EL= 4160 PUMP 5PEG I F I GATI ON5 I. R1MIx' TO BE MY625 PH;5 51O43RS113LE SB•IA6E RMI -5, I/2 HP SINGLE PHASE, 230 VOLTS PUMP RATE = 173.1 6PM O 162 TVH 2. CONTROLS ARE TO BE FOR A DUPLEX ALTERNATING PUMP SYSTEM. 3. FORGE MAINS TO 13E 2' DIA 50H 40 PJC PRESSURE PIPE WITH A MIN. OF Y OF COVER 15 C.F. POURED CONCRETE THRUST BLOCKS ARE TO BE PROVIDED AT FORGE MAN ANGLE POINTS. FORCE MAIN SHALL DRAIN TO PUMP CHAMBER. 4. A SEPARATE CIRCUIT H16H WATER ALARM 5HALL BE INSTALLED WITH THE F" CONTROLS. 5. EACH PUMP SHALL BE ON A SEPARATE CIRCUIT b. A MTERS SRA -20O -CV RAIL PUMP LIFT OUT SYSTEM SHALL BE INSTALLED FOR EACH PLIMP. 1. ALL PUFF INSTALLATION HARDWARE, INSLIDIN5 RAILS, %HALL 13E STAN E55 STEEL. POSED FLOOR EL = 1225 4' DIA SCH 40 PJC, PIPE OR AS REOV BY THE MASS PLUMBINI(9 CODE NEW T1'R) BLDG) > KITCHEN WASTE ONLY s 10.25 IOAO THE MINIMUM SLOPE FOR 7. 4' DIA SCH 40 PVC, PIPE 15 1/81 PER FT 1=Lw1=-1 im /'- ZABEL FILTER /MODEL A300 W/ STRAP SUFTORTS TO TOP OF TANK f 4' DIA SCH 40 PVC, TO SEPTIC TANK 1 4.15 1 1500 GAL GREA5E TRAP (H-20) 67 TO SEPTIC TANK, 3' NOT TO 5GALE 261 EHCf FRAME AND COAR TO FIN15H 6RADE• Ir C49VER HALLIr - •- • FIN15H 6RAVE• X 4V HIH 304b Z7 ABOVE• OR APPROVED EGUAL o • • :• _ 420 Ie7sae°R�r-nre' PUMP HU � (fYPIGVJ (H-20) uwD H 4'1 D>r raDH now Lnene 4 F 14 WG TANK INSIDE 6 Fr a4 WA Was 7 FT 24 roes 10'L x 5'W 2,&00 GAL M-20) REVISION ONE COMPARTMENT SEPTIC, TANK SHEET TIRE - r - • v AT FAGTORY - AND GERTIFIED BY MANLFAGTURERPRIOR TO IN5TALLATION. 12'1 LONGEST RUN = 22' NOTE SEPTIC TANK AND PUMP GHAMBER SHALL BE OF KATERT16HT DE516N AND SHALL BE TE5TED FOR WATER TIGHTNESS AFTER INSTALLATION A5 FOLLOWS: I. FILL TANKS 2.24 HOUR5 AFTER FILLIN6 MEASURE WATER LEVEL 3.45 HOURS AFTER FILLING REMEASURE WATER LEVEL BENCHMARK - PK NAIL S SIDEWALK ELEV. = 10.58 (N.G.V.D.) RUN RM 2D PROPbSED VENT PI ASSESSORS MAP 24 PARCEL K1 U .1 PROP SED BIT. CONC-BERM ?0 I 0 3 \ / b 7 �' :✓.•.,.. s r, 3 0 ATO / PROPOSED D- BOX 4' syn CONCRETE O \S PROPOSED VEGETATIVE / ; T FF' •fR > `,1 , •` F Tq SCREENING � / °'/ � �• �,,2 3 c� .y ' �xp� 0 4' HIGH x 5' 'v DE- ).:, PROPOSED 2000 J, GALLON PUMP CHAMBER (H-216) „ ,RESE A 4 T p -T- Q.1 - m pp 1Q.1 PROPOSED 20 1 / GALLON SEPTIC / " " R 1�." TANK (H-20),/� '-75- k, PROPOSED RECHARGE 7, / FIELD A PROPOSED 1500 It o4, GALLON !GREASE TANK (H-zo) l ' o io% �ti�s°jyc°o _ ..I / R > 501L REMOVAL NOTE U 50 '�$x SlgeSopyGTS �•�k j „' ��: WTHIN 5' OF PROP05ED SOIL ABSORPTION SYSTEMS REMOVE ALL MATERIAL DOWN TO THE NATURALLY 00CURIN6 SAND ("C") r f� ter r�,s f� r,ritA. ' FINISH COURSE, GLASS I TYPE 1-1 BIT. GONG. 2' BINDER COURSE, GLA% I TYPE 1-1 BIT. GONG. PAVEMENT BASE Z SUBBASE MATERIAL SHALL BE COMPACTED 4' DENSE GRADED CRUSHED STONE (MI .03.0 TO 95% MAX DRY DENSITY (based upon AASHTO T180 Method D). REMOVE TOP501L AND OR6ANIG MATTER PRIOR TO PLACEMENT OF FILL MATERIALS TYPICAL PAVEMENT 5ECTION OVER LEACHING FIELD NO SCALE V -- A PROPOSED RECHARGE � ' FIELD B v' / 2 / STRATi1M ( 3TO 4 FEET BELOW GRADE) AND REPLACE WITH GLEAN PREVIOUS LOCATION SAND TO ELEVATION 11.0. FILL MATERIAL SHALL MEET THE 5PECICATION5 / OF RAZED BUILDING OF NOTE 4 AT LEFT. BOLlA1R['k9 ,,:. - / 7x3 y ' I HEREBY CERTIFY THAT THE EXIS77NG CONDITIONS SHOWN HEREON - - - - / ARE LOCATED AS THEY EXIST ON THE GROUND AND THAT THE PROPERTY LINES SHOWN HEREON REFLECT EXISTING PLANS AND '• DEEDS OF RECORD. 6A OF /t5- 71/ EDGE 91T BERM' I _ _ --� _ �� DATE' I� 130 b19 -P.L. _� ..�� ..�� fior32t m�_ Lo_� CONT' RE'T�INING WALL (BY CHASE'S BROOK��'''''�' / /j Wq/UARD RAIL / 6 .0/NALL EL. 11.2 :; t INSPECTION` SSE THE STATE ENVIRONMENTAL TITLE DISPOSAL MTEEM B S, REQUIRES IN5P INEER-YS) OF THE SEWAGE DI BY DESIGN RN61N✓ffR. INST I I ATION CA2ffRACJOR MUST NOTIFY THE DE516N EN61WER LANPRIOR TO THE START OF INSTALLATION FOR DISO.%ION ON 40' Wx 34'L x O'-b"D LEAG44IN6 FIELD INSPECTIONS SGHEDU Es 0 AFTER EXCAVATION ! REMOVAL OF OLD FIELD MIRAFI 50OX FILTER FABRIC SCALE: I"= 20' 2) AFTER PLACEMENT OF 19LL OVER STONE ON LEAGHIN6 FIELD 2" LAYER OF I/8" TO 1/2' WASHED STONE 4' DIA, SCH 40 PVC VENT PIPE 50' KSIRD SCREEN 1 I/2' VIA. PERF. SCH 40 PVC O' - b' OF STONE DEPTH TO ESTIMATED MAXIM.M HIGH 6ROLWHATER EST. MAX H16H 6ROUNDWATER L= 416 OBSERVED 6ROLNIMATER L= 42 SG HEMAT I G FLON PROFILE, ALL INSTALLATIONS MUST CONFORM TO, THE MINIMUM REQUIREMENTS OF TITLE 5 REQUESTED VARIANCES: TITLE 5: (NONE) YARMOUTH BOARD OF HEALTH REGULATIONS: (ONE) REGULATION 3: LOCATION 31 DISTANCES 4 LOCATION OF DISPOSAL FACILITY - PROPOSED LEAGHIN6 FILED LE55 THAN 100' FROM TOP OF COASTAL BANK (a7' PROPOSED 3' VARIANCE REQUIRED) " MOTE: THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE REQUIREMENT5 OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS. CEC 1998 - THIS DOCUMENT IS FOR THE EXCLUSIVE USE BY GEORGE ZOGRAFOS. 3) AFTER SEPTIC, TANK, PUMP CHAMBER t 6RA5E TRAP INSTALLED VERIFY PIPE ELEVATIONS PRIOR TO 5ETTIN6 TANK 4)6LEARWNTER TEST AFTER ALL RM 5/ ALARMS INSTALLED 5) ALL TANKS TO BE WATER TESTED TO ASSURE WATER TI6HTN!£55. 2 IFlVBZT E z 2 - 3' DIA. REVISION 10.15 SHEET TIRE L.£/aER ALL NOTED FORGE MAINS DATE 12/3Q/98 PRQIECT () 1058 1035 I - AI 261 ROUTE 28 YARMOUTH, MASSACHUSETTS DRAWING NO. G14574.DW6 ALL COMPANY, INC. PROFESSIONAL ENGINEERS & LAND SURVEYORS � PIS ON 1 GF. OF GONG. THRUST BLOGKINS • PUMP'a r SWITCH AT ALL BENDS IN FORGE MAIN ° PUMP'oFF• LEVELS '�• Su"R 9160 LIWIS) EXITING DBOX MUST REMAIN q3O LEVEL FOR 2'-0' BEFORE PITCHIN6 DOWN TO LEAGHIN6 FACILITY 12'1 LONGEST RUN = 22' NOTE SEPTIC TANK AND PUMP GHAMBER SHALL BE OF KATERT16HT DE516N AND SHALL BE TE5TED FOR WATER TIGHTNESS AFTER INSTALLATION A5 FOLLOWS: I. FILL TANKS 2.24 HOUR5 AFTER FILLIN6 MEASURE WATER LEVEL 3.45 HOURS AFTER FILLING REMEASURE WATER LEVEL BENCHMARK - PK NAIL S SIDEWALK ELEV. = 10.58 (N.G.V.D.) RUN RM 2D PROPbSED VENT PI ASSESSORS MAP 24 PARCEL K1 U .1 PROP SED BIT. CONC-BERM ?0 I 0 3 \ / b 7 �' :✓.•.,.. s r, 3 0 ATO / PROPOSED D- BOX 4' syn CONCRETE O \S PROPOSED VEGETATIVE / ; T FF' •fR > `,1 , •` F Tq SCREENING � / °'/ � �• �,,2 3 c� .y ' �xp� 0 4' HIGH x 5' 'v DE- ).:, PROPOSED 2000 J, GALLON PUMP CHAMBER (H-216) „ ,RESE A 4 T p -T- Q.1 - m pp 1Q.1 PROPOSED 20 1 / GALLON SEPTIC / " " R 1�." TANK (H-20),/� '-75- k, PROPOSED RECHARGE 7, / FIELD A PROPOSED 1500 It o4, GALLON !GREASE TANK (H-zo) l ' o io% �ti�s°jyc°o _ ..I / R > 501L REMOVAL NOTE U 50 '�$x SlgeSopyGTS �•�k j „' ��: WTHIN 5' OF PROP05ED SOIL ABSORPTION SYSTEMS REMOVE ALL MATERIAL DOWN TO THE NATURALLY 00CURIN6 SAND ("C") r f� ter r�,s f� r,ritA. ' FINISH COURSE, GLASS I TYPE 1-1 BIT. GONG. 2' BINDER COURSE, GLA% I TYPE 1-1 BIT. GONG. PAVEMENT BASE Z SUBBASE MATERIAL SHALL BE COMPACTED 4' DENSE GRADED CRUSHED STONE (MI .03.0 TO 95% MAX DRY DENSITY (based upon AASHTO T180 Method D). REMOVE TOP501L AND OR6ANIG MATTER PRIOR TO PLACEMENT OF FILL MATERIALS TYPICAL PAVEMENT 5ECTION OVER LEACHING FIELD NO SCALE V -- A PROPOSED RECHARGE � ' FIELD B v' / 2 / STRATi1M ( 3TO 4 FEET BELOW GRADE) AND REPLACE WITH GLEAN PREVIOUS LOCATION SAND TO ELEVATION 11.0. FILL MATERIAL SHALL MEET THE 5PECICATION5 / OF RAZED BUILDING OF NOTE 4 AT LEFT. BOLlA1R['k9 ,,:. - / 7x3 y ' I HEREBY CERTIFY THAT THE EXIS77NG CONDITIONS SHOWN HEREON - - - - / ARE LOCATED AS THEY EXIST ON THE GROUND AND THAT THE PROPERTY LINES SHOWN HEREON REFLECT EXISTING PLANS AND '• DEEDS OF RECORD. 6A OF /t5- 71/ EDGE 91T BERM' I _ _ --� _ �� DATE' I� 130 b19 -P.L. _� ..�� ..�� fior32t m�_ Lo_� CONT' RE'T�INING WALL (BY CHASE'S BROOK��'''''�' / /j Wq/UARD RAIL / 6 .0/NALL EL. 11.2 :; t INSPECTION` SSE THE STATE ENVIRONMENTAL TITLE DISPOSAL MTEEM B S, REQUIRES IN5P INEER-YS) OF THE SEWAGE DI BY DESIGN RN61N✓ffR. INST I I ATION CA2ffRACJOR MUST NOTIFY THE DE516N EN61WER LANPRIOR TO THE START OF INSTALLATION FOR DISO.%ION ON 40' Wx 34'L x O'-b"D LEAG44IN6 FIELD INSPECTIONS SGHEDU Es 0 AFTER EXCAVATION ! REMOVAL OF OLD FIELD MIRAFI 50OX FILTER FABRIC SCALE: I"= 20' 2) AFTER PLACEMENT OF 19LL OVER STONE ON LEAGHIN6 FIELD 2" LAYER OF I/8" TO 1/2' WASHED STONE 4' DIA, SCH 40 PVC VENT PIPE 50' KSIRD SCREEN 1 I/2' VIA. PERF. SCH 40 PVC O' - b' OF STONE DEPTH TO ESTIMATED MAXIM.M HIGH 6ROLWHATER EST. MAX H16H 6ROUNDWATER L= 416 OBSERVED 6ROLNIMATER L= 42 SG HEMAT I G FLON PROFILE, ALL INSTALLATIONS MUST CONFORM TO, THE MINIMUM REQUIREMENTS OF TITLE 5 REQUESTED VARIANCES: TITLE 5: (NONE) YARMOUTH BOARD OF HEALTH REGULATIONS: (ONE) REGULATION 3: LOCATION 31 DISTANCES 4 LOCATION OF DISPOSAL FACILITY - PROPOSED LEAGHIN6 FILED LE55 THAN 100' FROM TOP OF COASTAL BANK (a7' PROPOSED 3' VARIANCE REQUIRED) " MOTE: THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE REQUIREMENT5 OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS. CEC 1998 - THIS DOCUMENT IS FOR THE EXCLUSIVE USE BY GEORGE ZOGRAFOS. 3) AFTER SEPTIC, TANK, PUMP CHAMBER t 6RA5E TRAP INSTALLED VERIFY PIPE ELEVATIONS PRIOR TO 5ETTIN6 TANK 4)6LEARWNTER TEST AFTER ALL RM 5/ ALARMS INSTALLED 5) ALL TANKS TO BE WATER TESTED TO ASSURE WATER TI6HTN!£55. N0. DATE REVISION BY SHEET TIRE PRWECT "6145-T4.0 5ENA6E D 15P05AL 5Y5TEM- DETAI L5 NOTED NEW SYSTEM DATE 12/3Q/98 PRQIECT DItA" BY MAP Nj'-�� (/�^ }j�� JL} }T''�' 6E MR. GEORGE ZOV O5 CHECKED BY M I - AI 261 ROUTE 28 YARMOUTH, MASSACHUSETTS DRAWING NO. G14574.DW6 - COASTAL ENGINEERING COMPANY, INC. PROFESSIONAL ENGINEERS & LAND SURVEYORS SS- 260 CRANBERRY HIGHWAY ORLEANS, MASS. 02653 (508) 255-6511 3OF SHEM