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HomeMy WebLinkAbout83-1458 - Site & Sewage Disposali DEEP OBSERVAT NO SCALE DEEP OBSERVATION HOLE I EL. = 8.2 OCS DEPTH FROM SURFACE 501L HORIZON 501L TEXTURE 501L COLOR 04A6ELQ SOIL MOTTLING OTHER 150 330 GPD X 200% = 660 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED # 100 A 36L. x 10'W. x I'D. LEACHING CHAMBER CAN LEACH: TOP501L 0'-6' 0' - 82' FILL ADDITIONAL INFORMATION REQUESTED BY EUILVINO INSPECTOR INSTALL: ONE (1) - 36L. x 10'W. x I'D. LEACHING CHAMBER Vt = 3345 GPD > 330 GPD REQ'D. J � (SEE NOTE) ONE ( 1) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED 63'x5' RESERVE AREA 2. ONE ( I) - DISTRIBUTION BOX ( 5 OUTLET) REVISIONS REGUE5TED BY HEALTH DEPARTMENT 5AND 6'-82' I. VARIANCES: NOTES D Al NO. PEAT, HI6HI.Y 82' - 132' A 6ARBA6E GRINDERS ARE NOT ALLONIED WITH THI5 DE -516N.310 PROJECT NO. 614-713.0 2) ORGANIC, 132' - 180' G SAND IOYRbA COASTAL FNGlNEEPJNCTC O e rofessional Engineers & Land Surveyors MEDIUM TO 1. 15.211 MINIMUM 5ETBAGK D15TANGES: COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC M16T FINE SAND DEEP OBSERVATION HOLE 2 EL. = -7.b DEPTH FROM 9JRFA0E SOIL HORIZON SOIL TEXTIRE SOIL COLOR MJNSF1U SOIL MOTTLING OTHER 150 330 GPD X 200% = 660 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED # 100 A 36L. x 10'W. x I'D. LEACHING CHAMBER CAN LEACH: TOP501L 0'-6' O'- l8' FILL ADDITIONAL INFORMATION REQUESTED BY EUILVINO INSPECTOR INSTALL: ONE (1) - 36L. x 10'W. x I'D. LEACHING CHAMBER Vt = 3345 GPD > 330 GPD REQ'D. J � (SEE NOTE) ONE ( 1) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED 63'x5' RESERVE AREA 2. ONE ( I) - DISTRIBUTION BOX ( 5 OUTLET) REVISIONS REGUE5TED BY HEALTH DEPARTMENT SAND I. VARIANCES: NOTES D Al NO. PEAT, H16HLY l8" - 132" A 6ARBA6E GRINDERS ARE NOT ALLONIED WITH THI5 DE -516N.310 PROJECT NO. 614-713.0 2) OR6ANIG 132' - 180' G SAND IOYRbA COASTAL FNGlNEEPJNCTC O e rofessional Engineers & Land Surveyors MEDIUM TO 1. 15.211 MINIMUM 5ETBAGK D15TANGES: COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC M16T FINE SAND DATE OF TESTS: 8/2119b PERCOLATION RATE : ESTIMATED LESS THAN 2 MIN. PER INCH DROP IN G LAYER (PERCOLATION TEST TO BE PERFORMED PRIOR TO SYSTEM INSTALLATION] WITNESSED BY : JOHN G. 5GHNAIBLE, GEC, AMY VON HONE, HEALTH AGENT GROUNDWATER ENGOUNTERED AS NOTED &ROUND TER ENGOUNTERED AT A DEPTH OF 76" ML. - 1.1) NOTE: THE ESTIMATED MAXIMUM HIGH GROUNDWATER ELEVATION IN THI5 AREA 15 25 FT. PER THE YARMOUTH HEALTH DEPARTMENT 6ROINDV ATER ENCOUNTERED AT A DEPTH OF 10' (EL. e 2.0) SIEVE DES 1 C N GALGULATI ONS SIZE PA55146 DESIGN FLOW: 3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 330 GPD 150 330 GPD X 200% = 660 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED # 100 A 36L. x 10'W. x I'D. LEACHING CHAMBER CAN LEACH: 0%-5% Vt = ( 2 (36), II x .14 +1 36 (10)3 x .-74 + 1 2( 10) 1 1 x .14 = 334.5 GPD ADDITIONAL INFORMATION REQUESTED BY EUILVINO INSPECTOR INSTALL: ONE (1) - 36L. x 10'W. x I'D. LEACHING CHAMBER Vt = 3345 GPD > 330 GPD REQ'D. J � (SEE NOTE) ONE ( 1) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED 63'x5' RESERVE AREA 2. ONE ( I) - DISTRIBUTION BOX ( 5 OUTLET) REVISIONS REGUE5TED BY HEALTH DEPARTMENT DJM I. VARIANCES: NOTES D Al NO. DATE GMR 15.00 TITLE 5 1) 6ARBA6E GRINDERS ARE NOT ALLONIED WITH THI5 DE -516N.310 PROJECT NO. 614-713.0 2) THE INSTALLER IS RESPONSIBLE FOR ASSIR2fNG THAT COMPONENTS OF PROJECT DAVENPORT REALTY TRUST 18 KEAR5AR6E ROAD A55E5OR5 MAP 14 PGL. RW YARMOUTH, MA_ DRAWN B1' MAP THE 5EAA6E DISPOSAL SYSTEM ARE DE5161'',ED WITH SUFFICIENT DRAWING NO. 614113.01^16 COASTAL FNGlNEEPJNCTC O e rofessional Engineers & Land Surveyors STRENGTH To SL15TAIN ALL LOAD5 TO BE IMPOSED ON THEM. ANY 1. 15.211 MINIMUM 5ETBAGK D15TANGES: COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC M16T COMPLY WITH A MIN[" STANDARD OF AA.S.H.T.O. H-20 WHEEL LOADS. SOIL ABSORPTION SYSTEM LE55 THAN 10' FROM A PROPERTY 3) PRIOR TO SETTIN6 ANY 5EK6,&E VISP05AL SYSTEM COMPONENT, INSTALLER LINE (3 I/2' VARIANCE REQUESTED FOR PRIMARY FACILITY, SHALL VERIFY EXI5TIN6 CONDITIONS, INCLUDIN6 ELEVATIONS OF EXIT INVERTS, Atm REPORT ANY DISCREPANCIES TO THE DE516N ENGINE$L 8.5 VARIANCE R-FQ UE5TED FOR RESERVE AREA) 4) ALL eRAVITY 5EPER PIPE SHALL BE 4' DIA. SOH 40 PVC VWE-55 OTHERWISE NOTED. THE MINIMUM SLOPE OF 4' DIA. SOH 40 PVC SHALL 5E 0.01 FT/FT. 5) NO PART OF TH15 DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DE51ON ENGINEER AND THE A6ENT OF THE LOCAL BOARD OF HEALTH. ALL REQUE5TS FOR CHAN6E5 SHALL BE MADE IN WRITIN6 PRIOR TO CON5TRUGTION. 6) THE USE OF ALTERNATE MAWrAGTURERS FOR 5Y5TEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EOUIPMENT REGUIRE5 CHAN6£S IN DE -516N. - 1) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDER61ROUW7 UTILITIES PRIOR To EXCAVATION, AND SHALL PROTECT VTILITIE5 WITHIN THE THE 1 C01 . AREA DURING CZN5TFd1GTION. 8) THE EXISTING SEWAGE DISP05AL SYSTEM ONCLIAING CESSPOOLS) SHALL BE PIR -PED, FIIIED WITH SAID, AMP ABANDONID/ OR SHALL BE REMOVED WITH 5URROUNDIN6 CONTAMINATED 501LS AND BACKFILLED WITH GLEAN COARSE SAND. IF 9) APPLICABLE, FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE GLEAN 6RAR LAR SAND, FREE OF OR.6ANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED 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 LAR6E. THAN 2 INCHES. THF MATERIAL THAT PA55ES THE •4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIR FENT51 SIEVE PERCENT SIZE PA55146 • 4 100% 150 10%-100% # 100 O%-20% • 200 0%-5% TOP OF FOUNDATION EL = 9.0 GRAHLSPAGE SLAB EL.= e>.75 p 9' MIN 3MAX. 4' DIA 561-1 40 PVC, PIPE DRoR2' mh. FLOH.I LINE 10`QV SEE 1500 GAL. 4150 SEPTIC TANK W/5ANITARY TEE.5 THE MINIMUM SLOPE FOR 4" DIA 51,H 40 PVC, PIPE,. ,y ;_ , ,.. < x jti';' 15 I/8' PER FT ; ,'.. '._ CORP 1® BASE J 6AS BAFFLE W6 LAYER OF USE 'n F -TITS' GRF}ED 5TOW OR APPROVE EQ/1VALENT RAISE GO\/ER5 TO WITHIN b" OF FINISH GRADE • EXCLUDING TOP501L z Q D'BOX 4' DIA SCFI 40 PVC PIPE 4' DIA SGH 40 PVC, PIPE m CROP PIPE OR FLOH LEVELER INVERT ALL 8.95 8b5 8b8 '' ALL LINE(5) EXITING D'BOX MUSHA T REMAIN I LEVEL FOR 2'-0" BEFORE PITGHING HASHED STOTONE DOWN TO LEAGHING FACILITY 10' 150 THIS LOT LIES WITHIN FLOOD ZONE AI2 (EL. 10) AS SHOWN ON FEMA FIRM MAP 250015-00061) REVISED JULY 2, 1992 / t.& 3 OaS P 5.0 DAF ASSESSOR VAP 74 PARCD R79 2.- 3 5.2 EDGE OF MARSH � 2 3 7ENCE 5.k) 5.2 b.} 100' FROM TOP--\ - kl L 5 E OF BANK b 3.� - �•• 2. S.9P 3�W EXISTING LAWN , /� ` C) N rn - 1.� ILAND SUBJECT TO oY COASTAL STORM FLOWAG E'XI'TING REVETMFNT- 5 C-) 1 . PR = p , ` PROPOSED LIMIT OF D- X L WORK & SILT BARRIER r fr 4p EY,sT181 �; � ��--��REMOVE-�"H PLAN 5GALE: I"= 20' THI5 AREA IS 5REVED BY TORN WATER ONE( 1) 361- X 10'H X I'D LEACHING CHAMBER CONSTRUCT BY PLACING FOUR (4) 8'Lx4'W LEAGHING GHAMBER5 END TO END WITH 2' OF STONE ON ENDS AND SIDES. (USE MODEL FD 4X8-1) FLOW DIFFU5ER5 AS MFG BY 5HOREY PRECAST OR EQUAL.] 2" LAYER OF I/b" TO 1/2" WASHED STONE FINISHED GRADE EL.= 10.0 (MIN) EL.= 9.0 1'-0' EFFEGTIVE DEPTH 5'501L REMOVAL 10' LWO DEPTH B L FtTEE LDt TH 2' LONGEST RUN - IS' 5.0' (SEE NOTE) 4 FT K IIYAfS 5 F b Wkm MAXIMUM HIGH GROUNDWATER (PER YARMOUTH HEALTH DEPT) 6 FT 24 WNE5 EL= 25 1 F7 29 DYKES SGHEMATI G ELON PROFILE ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 1 7 t:�- ASSESSOPE NA 14 PARCEL. - PROPOSED\ ` t 1500 GAL10N _ - - SEPTIC TANK 'az 1 V 5�4s PLAN REFERENCE: ROUE 28 L.G.P.: 24&56A �. m NORTH PLAN BOOK: 203 PAGE: Il r �1 1 DATE: MAY 23, 1466 '> PROPOSED WATER S. QO DJM/APG 6. 5!21/94 5HOW AMENDED BUILDING FOOTPRINT 3 PROPO 361 x 1O'W x 1'D Q' LEA NG CHAMBER 5HOH STREET 5ETBAGK FOR HOUSE ON PGL R79, RED SMACK CALCULATION 0-IM/MAP Z 5/31q9 ADDITIONAL INFORMATION REQUESTED BY EUILVINO INSPECTOR 6A 5' SOIL REMOVAL 3. J � (SEE NOTE) REVISED 0"AINMENT WALL DETAIL 63'x5' RESERVE AREA 2. �/ CONTAINMENT WALL 4 TOP OF WALL �\ ELEV.=9.0 REVISIONS REGUE5TED BY HEALTH DEPARTMENT EXIsTIt,G EDGE cF PAVEhJEtI i BENCHMARK- MAG NAIL SET IN FENCE POST ELEV. = 10.16 N.G. V.D. PROPOSED PRFu!RE TREATED P9,OP05ED BER LANDSCAPE TIMWALL GRADE TOP OF WALL ELEV. = 9A C x 6" PRESSURE TREATED x TIMBER POST 0 VOL. (TYPICAL) x x FINISHED x '-W�6RADE EL.= l5 - 95t 77 �130TTOM EL. = 3.0 CON7IN)GU5 40 MIL - U1/ PVC MEMBRANE BARRIER TOP OF MEh18RA1E ELEV. = 90 BOTTOM OF MEMBRANE ELEV. = 6.0 GONTAINMENT WALL DETAIL NOT TO SCALE SOIL REMOVAL NOTE HITHIN NOTED AREA (5' AROUND LEACHING FAGILITY) REMOVE TOPSOIL AND V6UITABLE MATERIAL DOHN TO THE 5AND LAYER AND REPLALE HITH 5EL.EGT FILL MATERIAL AS SPECIFIED IN NOTE $I`41 TO EL.= 410 FILL SHALL BE COMPACTED TO MINIMIZE SETTLEMENT. NOTE: THE INFORMATION HEREON HAS BEEN PREPARED AGGORDIN6 TO THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE DISPOSAL OF SANITARY 5EWAGE AND LOCAL BOARD OF HEALTH REGULATIONS EXCEPT AS NOTED ABOVE T^C."f Fir r s i D h © CEC 1998 7-77 A I ( a %kYl K=AesARc�E L00J5 :. Ro. i tJp,•�' ��f+Ca,Y_L BEPCH YARMOUTH MASS. KEY MAP NO SCALE LE(3END EXISTING CONTOUR 10 - PROPOSED CONTOUR 10 EXISTING SPOT GRADES 7x9 HATER SUPPLY LINE-W- , INEw THI5 PLAN SHOWS LOT &0 AS SHOWN ON PLAN BOOK 203 PAGE Il. PLS: DATE: LOT AREA5 LOT AREA A5 5HOWN ON PLAN BOOK 203 PAGE 11 13,200± s.f. UPLAND LOT AREA (PORTION OF LOT LANDWARD OF THE TOP OF COASTAL BANK) 10,92Ot 51. MINIMUM REQUIRED STREET SETBAGK GALGULATION [FROM ZONING BYLAW SECTION 2053 AND SECTION 203.5 11 EXISTING BUILDING (PGL R19) - 21.4 FT. (ACTUAL) EXISTING BUILDING (RED JACKET) - 30.0 FT. (U5E BLDG AT SETBACK REQUIRED SETBACK (PGL R50) - 51.4 FT - 2 (FOR AVG.) = 28.1 FT. PROP05ED 5ETBAGK = 2q'> 28.1' QK INSPEGTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRE -5 IN5PEGTION(5) OF THE 5EK66E DI5PO5AL SYSTEM BY THE DE -516N ENGINEER. INSTALLATION CONTRACTOR MUST NOTIFY THE PE -516N EN6INEER PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON REQUIRED IN5PEGTIONS. T 6A51q9 RECONF16URE AND RELOCATE PROPOSED DECK DJM/APG 6. 5!21/94 5HOW AMENDED BUILDING FOOTPRINT 3 PJM/APG 5. 5/IOAi9 5HOH STREET 5ETBAGK FOR HOUSE ON PGL R79, RED SMACK CALCULATION 0-IM/MAP 4. 5/31q9 ADDITIONAL INFORMATION REQUESTED BY EUILVINO INSPECTOR DIM/MAP 3. 3/191±19 REVISED 0"AINMENT WALL DETAIL DJM/MAP 2. 11/61q8 REVISIONS REGUE5TED BY HEALTH DEPARTMENT DJM I. 10/9/g8 I ADJUST ELEVATIONS TO PROVIDE 5 6ROUNDWATER SEPARATION D Al NO. DATE REVISION BY SHEET TfTLE 51 TE AND SEWAGE 015POSAL 5Y5TEM PLAN PROJECT NO. 614-713.0 SCALE NOTED DATE 9/3/98 PROJECT DAVENPORT REALTY TRUST 18 KEAR5AR6E ROAD A55E5OR5 MAP 14 PGL. RW YARMOUTH, MA_ DRAWN B1' MAP CHECxm ffy -wM DRAWING NO. 614113.01^16 COASTAL FNGlNEEPJNCTC O e rofessional Engineers & Land Surveyors OF I SHEM 260 Cranberry Highway Orleans, MA 02653 TEL.: 508-255-6511 FAX: 508-255-6700 DATE / t Gi4713.0