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HomeMy WebLinkAbout83.13.1.1 - Site Plan of Land - 2000<•` ACCESS COVERS MUST FIRST 2' TO 9" MINIMUM COVER INVERT ELEVATIONS: DESIGN GN CRITERIA: EXIT 7 AREA CALCULATIONS: : 8f TO BE LEVEL FINISH GRADE 4' PERF PIPE INVERT AT BUILDING: 33.3 DESIGN FLOW: USING PROPOSED BUILDING FLOW 1\`ll A TOTAL LOT AREA • 84.4412 S.F.TEE 4'VENT MIN. ?' OF INVERT IN SEPTIC TANK: 31.8 9912 SF OFFICE x 75 GPD / 1000 SF -743 GPD 35.5PEASTONE TOTAL BUILDING AREA - 9.91?: S.F. - 12z OF SITE 37.6 ?z IS, MIN INVERT OUT SEPTIC TANK: 3f.55 OR 6972 SF OFFICE x 75 GPD / 1000 S F PLUS IS INVERT IN PUMP CHAMBER: 3I,5 ONE DOCTORS OFFICE 0 250 GPD - 772 GPD TOTAL PAYED AND WALK AREA - 19.0102 S.F. - 34z OF SITE a TOTAL IMPERVIOUS AREA - 38.9222 S.F.- 46z OF SITE INVERT OUT PUMP CHAMBER: Sl.s DESIGN FLOW: USING EXISTING LOT SIZE A¢ • - - ......... 84411 SF x 440 GPD/40000 SF EOUALS 928 GPD INVERT 1N DIST. BOX: J6. B5 1' 2' SCM 40 PV 4' SOLID P/PE 36.0 3/4' - 1 1/2" DIA. USE DESIGN FLOW OF 925 GPD w INVERT OVT DIST. BOX: 26.68 -� PARKING CALCULATIONS: �T--T 31.55 31.5 a2 s DOUBLE wasx£D sroNE - , GAJ ?5'x 50' LEACH FIELD INVERT IN LEACH FIELD: M LOCUS W o ! SPACE PER 100 SF OFFICE SPACE REQUIRED 3 ` ` 1AFFL£ 37.5 5 OUTLET 36' SEPTIC TANK REOUlRED: D -BOX INVERT END LEACH F!•ELD: 26.0 925 G.P.D. X:2002 - 1850 GAL. �� 3 99/2 SF / 200 - 50 SPACES BOTTOM LEACH FIELD: 35.5 SEPTIC TANK PROVIDED: 2000 GAL. PROVIDED • 65 SPACES 2000 GAL H-20 H-20 PUMP CHAMBER ADJUSTED GROUND WATER: Jo.3 HANDICAPPED SPACES REQUIRED - 2 SPACES SEPTIC TANK WATERTIGHT AND OBSERVED GROUND WATER: 23.2 SOIL ABSORPTION SYSTEM REOUIRED: HANDICAPPED SPACES PROVIDED - 8 SPACES WATERTIGHT AND, FACTORY WATERPROOFED BOTTOM OF TEST HOLE •l: 22.3 DESIGN PERC RATE ! 5 MIN/INCH 'y TREES REOUIRED 65/8 - 8 TREES FACTORY WATERPROOFED INDEX WELL A!W 230. ZONE E SOIL TEXTURAL CLASS - I TREES PROVIDED - 8 TREES CO CRUSHED STONE OR COMPACTED BASE JAN 00 READ/NG-15.?'. ADJ•7.f' EFFLUENT LOADING RATE - 0.74 GPD/SF 925 GPD / 0.74 GPD/SF - 1250 S.F. REOUIREC I , I PROFILE : NOT TO SCALE L ACUS MAP �97owm � �25015fF. r50.745GPD/SFCH 925tGPDD. A•I?50 $F BOUYANCY CALCULATIONS : I. THE srsrEM ITorEs: A.':FS.SOR 'S A/4P bJ f. TNf JEIA4E ILYIJ M of rYFRJ SEWAGE IWI MODEL SRW W EOIYL. ZONINr,, DISTRICTS. AEO 6 APO, MIN FRONTAGE - 700' SEPTIC TANK: DISPLACEMENT - (30.5-25.7) x It x 6 - 317 C.F. SFTPACKS: FRONT - 30'. SIDE - 10'. REAR - 30' 317 C.F. x 62.4 #/C.F. - 19780#. H-20 TANK - 25080* OK f. THE LAOFLAIP SPALL ALTERNATE AND START AND STAR $. TAC fLfYAT70NJ JIp►N. SOIL TES T P I T DATA MAxrMLIM 517E COVERAGE - 15r UNLESS ARTIFICIAL RECHARGE THE u9 PLM SPALL START WEN TIE ALARM SrARrs. ur[ 'PVC OUTLET DM NYD TAD 6eJ Fnr FxCE55 AUNOFF is PROVIDED. PUMP CHAMBER: DISPLACEMENT - (30.5-26.71 x 11 x 6.17 - 258 C.F. Jr. THE PIM) SHALL IE INSTALLED /N STRICT COIKORWNCE WITH 1,EWNCiAC7UREP'S flfvJS.eI 4 INDICATES .� INDICATES Mtm*ynor To D -Sox PERCOLATION - OBSERVED SPECIFICATIONS AND rfac Y REOQ.ATIoNS. 7W PLM DISCMAROE SMALL BE 7 INCHES, Sri rows BSE, •r `r TEST GROUNDWATER T'Lopn ZONE_ C. MAP 250015 0003 C. DATED 6/17/86 258 C.F. x 62.4 #/C.F. - 16100#. H-20 TANK - 2!230* OK ►u? SHOULD SE ABLE TO BE DISCONNECTED AND LIFTED OUT OF TAE PUMP CMAMPER 4' PF[ INLET eRE % /� r/rraoT wrrH7 ro ENTER TIE PLM CUMBER. ALARM ON110-L PCM ON oEor TP #1 TP ►2 C-ENENOT[---,5 • Y.LYE 1. IAIE ALARM SMALL START A7 71,E ELEVATION SlgSN AND BE POWERED 0Y A CIRCUIT T.r A# I HORIZON TEXTURE COLOR 22.3 0' HORIZON TEXTURE COLOR 25.7 SEPARATE FROM THE HIM ROPER. Raw w 2•,4 a 0. LOAMY IOYR A LOAMY IOYR DUMPSTEP AREA fl0 IRIS I. RROPFRrY LINE INFORMATION WAS COMPILED FROM S. AN ELECTRICAL PERMIT THIS INSTALLATION.2 '• O SAND 2/1 SAND 3/2 r/srocRAOE eM Ce/DP , HM B AVAILAPLE PLANS AND DEEDS OF RECORD AND DOES PENCE APOLM EL•34.SO 1 6'"'•• .•• .-,•„., - 21.8 !0' .......... 4.9 1B LOAMY IOYR B LOAMY IOYR I SAND 5/6 SAND 5/8 NOT PFPR£SENT AN ACTUAL 0 H GROUND SURVEY. - r�\ { 1-600 GAL LEACH PUMP DETA IL :Nor To SCALE '. JJ 5 2. VFPTICAL DATUM IS ml/D. FOR BENCH MARKS SET, - PITS W/J' STONE USING 1500 GAL. IUVP CAXISER 24' --'..--' ............................... 30.2 26' ..,........ SFF SITE PLAN. N-10. /ATfRT7GHT AND WATERPROOF C I FINE SAND 2.SY C / MED -COARSE 2.5Y 4•e00 CAL :EACH SANDY LOAM 6/4 SAND AND 6/4 ,t. NO DF7FRMINATION HAS BEEN MADE AS TO ' ?) E I I 6 E IIT) r/I' ATONE ` S 8'49'00 11 42 .......................................... 26.8 GRAVEL s•?s { •I'3 3 ' C2 MED -FINE ?.SY COVOL fANCE WITH DEED RESTRICTIONS OR ZONING NEW CATCH BASIN O ' N b t IJ'8 w NIVENT SAND WITH 7/4 rrCULATIONS. IT SHAt_L REMAIN THE CLIENTS \ RIM • 33,5 _ a BAND OF PESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL `, -- - J• COARSE SAND \ MULCHED OR LASH AREA AREA /f TN ILAM/MTS - _ _ _, _ _ _ ' _ _ _ -' - -- y , PFPM/ TS, VARIANCES ETC. FOR THIS PROJECT. } - ,fR _ _ -_ _- - __ cHA/M L(NK FENCE 1 -- • sJ , }} \ 1' � _ J � 102' ?3.8 150' 23.2 _ 4 !r SHALL REMAIN THE CLIENT'S RESPONSIBILITY - - c 70 TO NAVE THE PROPOSED BUILDING FOUNDATION ti } - \\ // `� OFSIC,VrO TO ACCOUNT 'OR THE EXISTING GRADE } i _ \ ''/ ` - 120' 22.J 154' 22.9 ANp SIL Ocomo oms Ar THE LOCATION OF THE } ----i I J: 5 O ,__ \\ 0 � � � DATE: DECEMBER 15, 1998 DATE: FEBRUARY 2. 1000 FROnCSFD BUILDING. `� 1{1 � TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS PROPOSED "40 J.F. OFFICE BUILDING WITNESSED B 5, ALL STOPMWATER RUNOFF FROM IMPERVIOUS AREAS ��\ J ��' \-`(INISM FLOOR ELEVATION IS PAYED ►ARK/AV, SIAC£ WITN SSED MY TO RF CONTAINED ON SITE. -)i ' � - / t f ' , PERC RATE: ! • CHARLOTTE 2Ml N/INCH ST I EPEC PERC ERATE: B l • 2AMl N/IN�Nf L Y ? \ ...........?5;........... // - \ FL•JS.3 y,i' i i ! t TP #3 6. ALL CONSTRUCTION MrTHODS AND MATERIALS AND '� - +J5•I/ , r L j I Imo' I O_ HORIZON TEXTURE COLOR 25.9 t Y� it \ O is / .z.$J MAINTENANCE OF THE SEPTIC SYSTEM SHALL � \ % ``� i i I a' LOAMY IOYR coNFoPu TO MASS. D.E.P. TITLE 5 AND LOCAL } ___ _ lh \ RAM 1 ! I I ,- A SAND 3/2 PnAPP OF HEALTH REGULATIONS. SM 1 __ \ 6' WIDE PAYED TALK / 1 I -/ �� +u�+ 10• ... ..................... .... ............ 35.-0 I N e nCURB! NEW CATCH BASIN o} LOAMY IOYR RIM - 22.5 \{ _''� y SAND 5/8 T. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER �0 N TP#4 v+ o ��� a r//' ry / �� + 24• ....8 ...................._.......... 33.8 ARFAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER - _ W h'. % ' _ _ _ _ i ►wld DRIVE w 1 C I MED -COARSE IOYR THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- o N _ ^� I I }S HAYED ►APRINr, SPACE! �// r° , +"�I SAND 7/6 2 I I NE► CATCH BASIN ' f'� 52" - Rim H-10 N'AIEEL LOADS. i - R. ALL 5FIVER PIPE SHALL BE SCHEDULE 40 OR APPPOvED EQUAL. +Ji 4 1 I I n• SIGN J .O 6• WIDE ► YED .ALK , .. , 1 I I ./.. p 1 a ,1 JLe 1 r ID'S Bo i } .... .. T000 GAL Js. 41 �. a 1 1 } �'J .s rrrr, -i-. 9, SEPTIC TANK AND D-8CX SHALL BE RE NFORCfD ICM sfrrfc TANIT %�' ` I I 5.0 CATS 1ASIN SOIL REMOVAL} __�_ l rr-� 1 Se' t \ PRFCA•ST CONCP£rE ANC WATERTIGHT, 1 TI•J CHAr!£R i RIY•J?.M SEE NOTE rJ.+S.S j CURB _ { ivc---' 70 D -BOX IS TO BE wATfF TESTED TO CHECK FOR LEVEL. \�` r /`// s i PLANTER _ _ _ Up to 2A + eANr { 144. NO WATER 23.8 13 I I. PFFOPE CONSTRUCTION CALL 'DIG -SAFE-. MR( WIVENrAVEo PARKING dACEs ^� i } } e rrDE PAYED WALKMel, /` _ -^-_ 6< TP M 1 -PRN -01G -SAFE AND THE LOCAL WATER DEPT. I {} HORIZON TEXTURE COLOR FOR LOCATION OF UNDERGROUND UTILITIES. r r { l : J' } 17 PAVED ASKING SPACES 0' 36.0 10 x ro O & t LOAMY IOYR (TYR) y -- - AMAY 8 2001 7 SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE JR.J ' L ' < £ /� 1' z O ► SAND 3/2 ' J -B GIL LEACH e g !0' 35.2 DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION ' O+ + o F v + /is STONE t �_----• LOAMY to,- IOYR OF rHF SYSTEM TO ALLOW FOR SCHEDULING OF THE ' M - + +> ' IROPOSED''a17x S.F. OFFICE BUILDIAd------1-• .' r r } / SAND 5/8 CONSrPUCTJON INSPECT IONS. . t .. 1. j+ ._�. H : -- �- /' FINISH FLbOR ELEVATION JS.S } 1' 9 IOYR) \ �� r.,.' \ y.<,'.'i ,-. TI• , } \ ` / -___ 20' ...................................... .34.3 mrr . B By - OMIT Js I } e C / MED -COARSE IOYR .. d. ALL UNSUITABLE MATEPIAL (A d 8 HORIZONS) ��: �.; ® O I 'r -� WATER S VICE t SAND 7/6 FNCOUNTERED BELOW THE INVERT OF THE LEACHING V- + ,; t {t Si J \-rJz 9 t 74• FACILITY TO BE REMOVED FOR A DISTANCE OF s' a : NEW CATCH BASIN t t t JI 9t AROUND AND REPLACED WITH SAND IN ACCORDANCE VENT ' I ' ' CAM • JJ.# wlrH TITLF 5. • t ` 2 '.............................. .. - �`,\ 1RR,CED OR LARN AREA AREA WITH PLANTINGS 1 _____-_-• N 89.33'34'£ 401.46' { • t J?0' NO WATER 26.0 DATE: DECEMBER 12. 2000 TEST BY: STEPHEN HAAS \ } / WITNESSED BY: AMY VONHONE PERC RATE: l 2 MIN/INCH S / TE PLA/\/ OF LA1\1D HEAVY DUTY METAL N 89.22'34'£ RAW A ORATE 406.58 L O T / 4.A A /V SEL 1--1.4 L L E T T R 0A O / 8' MIN. H2O CAST A IRON FRAME AND COVER ►AYE �/ Q S T / A /� MO U .TH . "A FRAME SET IN FULL SED OF MORTAR BRICK AND MORTAR LEVELING COURSE 4• MSN. PEASTONE TO FINISH GRADE ---_.1_- - - 4 MIL POLI PREPARED FOR: 7 rerr,fn , tlfl�7N Ae, !/ --- LEVEL TO OTHER Tee FROM BAS1H 11 MIN CMP LEACHING PITS W L O W S T R E E R FROM Rr Sf'R KfrHnN !• r£vr - TYPE 1-1 BITUMINOUS CONCRETE LEGEND SCAL E / - 20 MARCH 23 . 2000 Nrlrwr+ veer it, D/AYII►£ PLO/ 3/4"-11/2' WASHED LEACHING in 10' MINIMUM DISTANCE2' BINDER COURSE. I' TOP COURSE REVISED: APRIL 28. 2000 REVISED: JANUARY ll, 2001 STONE ALL AROUND BASIN BETWEEN LEACH PITS - CONCRETE BOUND FOUND /H -?OJ 8.5' DENSE GRADED CRUSHED STONE ® WATER GATE REVISED: AUGUST 16. 2000 REVISED: FEBRUARY 9. 2001 • , • , OR 12' GRAVEL BASE -M- WATER L I NE / + +1 ' F(� REVISED: DECEMBER 12. 2000 }II ° PAVEMENT DETAIL ® GASRANT GATE *^ = fterwoRm PRECAST NO SCALE 2//=/Zoe`/ EAGLE S U R V E Y I NGINC CONCRETE -G- GAS LINE -Z BASF JFCr10N zr IH -P0, 6 ' DRAM. ?' MIN. ® CATCH BASIN 923 Route 6A SEE PLAN FOR ACTUAL WIDTH •-o UTILITY POLE W/ GUY WIRE =� Yo rmou t hpo r t , MA. 02675 LEACHING BASIN--=-OHW'--- OVER HEAD WIRES �ij���r/ �� 508) 362-8132 --T- UNDERGROUND TELEPHONE LINE ON SOLID BASE DETAIL +40.4 ..EXISTING SPOT ELEVATION. - .r ,� p 4 -g 5 8) '' 32 333 ` EXISTING CONTOUR NO SCALE® PROPOSE SPOT -ELEVATION ,FT ,Cll BASIN p RUNOFF DIRECTIoro D rQ ?o !7T i9_10; . JOB N0: i9-105 FIELD'. CFW/EEK' CALC: CFW/SAH CHECK: CFW: DRN: SAH .GAPE CA 7 pall -pit , r .. .. . - ..- r. 5.... .. ...: li. '. .. .` ♦... r .. .- - , ..,,' ...., r -. .-tl'r v . .-0: `i,�, -.L - a. - 'fit r.. 1. . . .n i. ,, .... 1. . _ ... .. r. Y. • R. h :. ! _ .: -. r , r. .. .., " .: f." Y.. \ -. 5 Y .- ...• r'] }s •'4 ./�. n -YIN .. a .1.: '. ,. l _.' .I e C ., . _ _ L y ' 1 Ya•.r- r ., '.v .,'... ,IIT. ,r ," .. ,. ..., n ., .,. :.<... ... ,h "•x. f.. ^'.. T '.r. hLf,= . -.., .' ... :. ..., .. ... r;:,..a s ,. . n:'.• -...,.Ft '•'w e. .' '.. ,... .. .. .: I ... , •r: �e. A n _:Y i• ... . ."'. ,:- .... '. r .A]:S`. >s.i P, i'{ .r •ACA'r {... __ _ i '. • , •.. -. '. -. . ...... J .. .. .�. .. .' a :V-... ,5',. v .. .' .V. �.t 4 1: ✓ " .:}�. •..:� 1.: 1 ___ .. .... • v ...L _. .. ,' .s'.. .. : R ... ,. ,.Iry "•.f". -.., 1: .�' , :. .'. ,." �. - _ „ .. -.., .. .. ... --.-} .(.. .. s. _.. Mar '..... -. '.L\t.. .• •.r. - ` .r '.r. •. : ,. .: `.. U',', - C'. '•. G-. .. r. .. , ....w. .. ..a w..- �? .lr _1=SY]A He.l_...�3r . .....:. _:Lre".. .. �'b2. -.. J 9" MINIMUM COVER BLOWER MAY BE FIRST 2' TO ACCESS COVERS MUST INVERT ELEVATIONS: DESIGN CRITERIA: EXIT AREA CALCULATIONS: PLACED WITHIN BE TO FINISH GRADE BE LEVEL 4• PERF PIPE INVERT AT BUILDING: 33.3 1 V 60 OF FAST UNIT DESIGN FLOW: I Ro T TOTAL LOT AREA f 67.339' S.F. 35.5 VENT TEE �'✓ENT MIN. 2- OF INVERT IN SEPTIC TANK: 3108 9912 S.F. OFFICE x 75 GPD PER /000 S.F. TOTAL BUILDING AREA 9.912= S.F. - lSx OF SITE 37'6 18• M/N PEASTONE TOTAL PAVED AND WALK AREA - 29.010± S.F. - 43% OF SITE la MI" 2x 370 INVERT OUT SEPTIC TANK: 31.55 EQUALS 743 GPD OR 67.339 S.F. LOT x TOTAL IMPERVIOUS AREA - 38.922± S.F. • 58x OF SITE 40 MIL POLY INVERT IN PUMP CHAMBER: 31.5 550 GPD/40.000 S.F. EQUALS 925 GPD 36.B @d . ;a.a4v . . 5' FAST o 36.68 VAPOR BARRIER INVERT OUT PUMP CHAMBER: 31.5 U UNIT 2' SCH 40 PVC 34.0 SEPTIC TANK REQUIRED: 4' SOLID PIPE 36. INVERT 1N DIST. BOX: 36.85 c / N PARKING CAL CULA T I ONS : 33.3 31.55 3/. 5 36 925 G.P.D. X 200x - 1850 GAL. 35.5 3/4' - I J/2" DIA. INVERT OUT DIST. BOX: 36.68 mJa = 31.8 31.5 5 OUTLET 25'x 50' LEACH FIELD DOUBLE WASHED STONE SEPTIC TANK PROVIDED: 2000 GAL. 2 % LOCUS y �= 1 SPACE PER 200 SF OFFICE SPACE REQUIRED D -BOX INVERT IN LEACH FIELD: 36.5 9912 SF / 200 - 50 SPACES INVERT END LEACH FIELD: 36.0 SOIL ABSORPTION SYSTEM REQUIRED: •� r,e � i c PROVIDED - 65 SPACES 2000 GALH-20 H-20 PUMP CHAMBER BOTTOM LEACH FIELD: 35.5 DESIGN PERC RATE (5 MIN/INCH s� HANDICAPPED SPACES REOUIREG - 2 SPACES SEPTIC TANK WATERTIGHT AND ADJUSTED GROUND WATER: 30.3 SOIL TEXTURAL CLASS - I s HANDICAPPED SPACES PROVIDED - 2 SPACES WATERTIGHT AND FACTORY WATERPROOFED OBSERVED GROUND WATER: 23.2 EFFLUENT LOADING RATE - 0.74 GPD/SF + TREES REOUIRED 65/8 - B TREES FACTORY WATERPROOFED TREES PROVIDED - 8 TREES 6" CRUSHED STONE OR BOTTOM OF TEST HOLE *1.-22.3 925 GPD / 0.74 GPD/SF - 1250 S.F. REQUIRED �� COMPACTED BASE INDEX WELL AIW 230. ZONE E PROVIDED: 25' x 50' LEACH FIELD. A-1250 SF PROF I L E: NOT TO SCALE JAN 00 READING -25.2'. ADJ-7.1' 1250 S.F. x 0.74 GPD/SF - 925 GPD LOCUS MAP 90!JYANCY CALCULATIONS: ASSESSOR'S MAP 63 SEPTIC TANK: DISPLACEMENT - (30.5-25 7) x II x 6 - 317 C F SOIL TE ST PIT DA TA S ZONING DISTRICTS. B3 d APD. MIN FRONTAGE - 100 317 :.F. 62.4 */C.F. - 19780*. H-20 TANK - 25080* OK PUMP SYSTEM NOTES: SETBACKS: FRONT - 30'. SlDE - 10'. REAR - 30' x CNA IN L INK fENCf SWITCHES WEEP MAXIMUM SITE COVERAGE - 15X UNLESS ARTIFICIAL RECHARGE __ ") , HOLE I. PUMPS TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4 4 PVC INLET FOR EXCESS RUNOFF IS PROVIDED. PUMP CHAMBER: DISPLACEMENT - 130.5-26.7) x I1 x 6.17 - 258 C.F. DR EDUAL. FLOOD ZONE C. MAP 250015 0003 C. DATED 6717/86 258 C.F. x 62.4 */C.F. - 16100*. H-20 TANK 21230* OK 2. THE PUMPS SHALL ALTERNATE AND START AND STOP AT THE - - 4 LIPFk FFr R A f? PC3 E: 33? ALI➢£R RLEr✓F2r2, FEE' - 1 OFF84 ELEVATIONS SHOWN. GENERALNO TES TWO P(NPs ------- ____._ .- A_ J. THE PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH i 95 THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS. TO HAVE THE PROPOSED BUILDING FOUNDATION DUMPSTER AREA PUMP DISCHARGE SHALL BE 2 /ACHES. PUMP SHOULD BE ABLE TO I. PROPERTY LINE INFORMATION WAS COMPILED FROM WiSTOCKADE BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT INDICATES�_ INDICATES PVC OUTLET BM HYD TAG [83 PERCOLATION = OBSERVED Et Ev-Js. ea TEST = GROUNDWATER - TP */ TP *2 I 0. HORIZON TEXTURE COLOR 32.3 0' HORIZON TEXTURE COLOR 35.7 O /A LOAMY IOYR A LOAMY IOYR SAND 2/I SAND 3/2 l AVAILABLE PLANS AND DEEDS OF RECORD AND DOES FENCE AROUND HAVING TO ENTER THE PUMP CHAMBER. BM C810H UP 9 6' - - - -- 31.8 /0' 34.9 ......................................... \ EL -34.39 V B LOAMY IOYR p LOAMY IOYR NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE PUMP DETAIL : NOT TO SCALE I O • USING 1500 GAL. PUMP CHAMBER SAND 5/6 SAND 5/8 1 2-600 GAL LEACH POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. I r 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. PR. ^sEo 3' er.LrRFF PITS W/J' STONE H-20. WATERTIGHT AND WATERPROOF 24' - - 30.3 26" 33.5 C SEE SITE PLAN. 8:1 FFR 'PEE Jrvpl '1 S. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. ! FINE SAND 2.5Y MED -COARSE 2.5Y ec y', - ` I C I C.ras•�D r0' .,��t �Y`.t SANDY LOAM 6/4 SAND AND 6/4 \\� �,^ �.' LEACH S ?e•49 .00 -F . E P7 T50WGIt STONE 1'1 42' .... 0 0 . 0 .... 0 ...................... _ ... 28.8 GRAVEL 3. NO DETERMINATION HAS BEEN MADE AS TO \;��^�. ?75,25. I I 8'1� l MED -FINE 2.5Y COMPLIANCE WITH DEED RESTRICTIONS OR ZONING` 4'I NEW CATCH BASIN 0 ^r 6T°3 83' 11 CZ SAND WITH 7/4 ' �.' RIM - 33.s l_... N 7' REGULATIONS. IT SHALL REMAIN THE CLIENTS ` B iJ:- !- CN i! R L r� f I 1 � MH wivENT r BAND OF RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL "34 L -34 - -� 1 COARSE SAND r PERMITS. VARIANCES ETC. FOR THIS PROJECT. 1 YAI YE MULCHED OR LAWN AREA AREA WITH PLANTINGS • -___._-_. ti___. _. _-__r4-_- MERCURY FLOAT _� CNA IN L INK fENCf SWITCHES WEEP SL RL llrN Er 5T j¢,_LREc r \ __-TP*w'E -i.AW OF AN EXI !NG __ ") , HOLE ALARM ON 10.5 + `-- I CHECK PIN^ ON VALVE -- - --- - :7..S' PANPLMP - - 4 LIPFk FFr R A f? PC3 E: 33? ALI➢£R RLEr✓F2r2, FEE' - 1 OFF84 102 . 23.8 J 50 23 2 4. 1T SHALL REMAIN THE CLIENT'S RESPONSIBILITY TWO P(NPs ------- INDICATES�_ INDICATES PVC OUTLET BM HYD TAG [83 PERCOLATION = OBSERVED Et Ev-Js. ea TEST = GROUNDWATER - TP */ TP *2 I 0. HORIZON TEXTURE COLOR 32.3 0' HORIZON TEXTURE COLOR 35.7 O /A LOAMY IOYR A LOAMY IOYR SAND 2/I SAND 3/2 l AVAILABLE PLANS AND DEEDS OF RECORD AND DOES FENCE AROUND HAVING TO ENTER THE PUMP CHAMBER. BM C810H UP 9 6' - - - -- 31.8 /0' 34.9 ......................................... \ EL -34.39 V B LOAMY IOYR p LOAMY IOYR NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE PUMP DETAIL : NOT TO SCALE I O • USING 1500 GAL. PUMP CHAMBER SAND 5/6 SAND 5/8 1 2-600 GAL LEACH POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. I r 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. PR. ^sEo 3' er.LrRFF PITS W/J' STONE H-20. WATERTIGHT AND WATERPROOF 24' - - 30.3 26" 33.5 C SEE SITE PLAN. 8:1 FFR 'PEE Jrvpl '1 S. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. ! FINE SAND 2.5Y MED -COARSE 2.5Y ec y', - ` I C I C.ras•�D r0' .,��t �Y`.t SANDY LOAM 6/4 SAND AND 6/4 \\� �,^ �.' LEACH S ?e•49 .00 -F . E P7 T50WGIt STONE 1'1 42' .... 0 0 . 0 .... 0 ...................... _ ... 28.8 GRAVEL 3. NO DETERMINATION HAS BEEN MADE AS TO \;��^�. ?75,25. I I 8'1� l MED -FINE 2.5Y COMPLIANCE WITH DEED RESTRICTIONS OR ZONING` 4'I NEW CATCH BASIN 0 ^r 6T°3 83' 11 CZ SAND WITH 7/4 ' �.' RIM - 33.s l_... N 7' REGULATIONS. IT SHALL REMAIN THE CLIENTS ` B iJ:- !- CN i! R L r� f I 1 � MH wivENT r BAND OF RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL "34 L -34 - -� 1 COARSE SAND r PERMITS. VARIANCES ETC. FOR THIS PROJECT. 1 j +,\ MULCHED OR LAWN AREA AREA WITH PLANTINGS • -___._-_. ti___. _. _-__r4-_- _. _� CNA IN L INK fENCf ' SL RL llrN Er 5T j¢,_LREc r \ __-TP*w'E -i.AW OF AN EXI !NG __ ") , �(� + `-- I _. -- - --- - -j - - 4 LIPFk FFr R A f? PC3 E: 33? ALI➢£R RLEr✓F2r2, FEE' - 1 102 . 23.8 J 50 23 2 4. 1T SHALL REMAIN THE CLIENT'S RESPONSIBILITY ------- ____._ .- A_ i 95 TO HAVE THE PROPOSED BUILDING FOUNDATION 'j R \ / W T. TNF B.FFFa, DESIGNED TO ACCOUNT FOR THE EXISTING GRADE - ---- \ h r I C F ,- •. / ,l . , _ r _ 120 - 22.3 154 ' NO WATER 22.9 AND SOIL CONDITIONS AT THE LOCATION OF THE ! - -,j,; 0 0 y PROPOS[D BUILDING. , - _ DATE: DECEMBER 15. 1998 DATE: FEBRUARY 2. 2000 -� ` ` 11_ r(Y-C. �,j4.4 ' Y� -�:. y l TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS 5, ALL STPRMWATER RUNOFF FROM IMPERVIOUS AREAS '+ ELEVATfONICEJSU�LOING + 34 _ WITNESSED BY: CHARLOTTE STIEFEL WITNESSED BY: AMY VONHONE 15 PAYED PARKING SPACE$ f�N�SH£FLOOR \ , TO BE CONTAINED ON SITE. l is .o j 34.1 6, ALL COIISTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL ��Y i _ --_- 34'6 BOARD OF HEALTH REGULATIONS. 3 v 1D3•I PROP'D j j j h ,:'�' '� 6- WIDE PAVED WALK RAMP t JJ.9 i j I i j I I 33.0 i I � ii 1 I I i j I � E' •�/ p PERC RATE: ( 2 MIN/INCH PERC RATE: (2 M/ INCH A O '2.83 J 4 LIGHT `r 35 0 CURB l J3.6 NEW CATCH BASINS W Ir 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER o - ---- _ RIM - 32.5 - AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER M L0" "" - _ 1 ° v THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- o N y,- z JF __N l \ �` '� -�` ry PA v£D"OR/vE o, o STANDING H-20 W4EEL LOADS. 2 _ Jy'!; "'-'--- vyO..I.;F; 25 PAVED PARKIN, SPACES �; �•. 5 Ac: PCR V+ r 8. ALL SEWER PIPE SHALL 8E SCHEDULE 40 OR *,, ` HER - J2. BASIN , TFFE rye:! s F357-33RIM - 31.5 } 4.8 �.- , 6- WIDE PAVED WALK r->-1 TP• 1 11 APPROVED EOUAL . 3 . D 35.1 t ;5.4 v °r ' -`I`,!,� - •f' L Tr I v �/ i ' i I I Y� _ P"OvoscO SIGN ' 7r 4?' PROP'D 1 F n J'CA. JR£R i 9. SEPTIC TANK AND D -BOX SHALL BE REINFORCED i PW.`J * FASr� i? f +3 5 �' r. F r RVL�Ts _� SOf REMOVAL CHAYefR 7000 GAL I UG4T !' / ..7 1 TRF_ rryr. PRECAST CONCRETE AND WATERTIGHT. U"fT - "a • o'x 2o' 35.0 -_ SEE'NOTE !J. ., Si'R�T�lANKfTYPI i ^` / r LATCH BASIN I0. D -BOX 1S TO BE WATER TESTED TO CHECK FOR LEVEL. D• ox q_WH r I _ ,. 1 j -DMR' ...._...7F s., .. -" ' 1 E -- 24' __ q ` '- I 35.4 ! CURB 1 35. UP 10 J' I .- 13 PAYED PARKING SPACES 10'r 20' RAMP 6' WIDE PAYED MACK 1 /l. BEFORE CONSTRUCTION CALL "DIG -SAFE l ''� MHWivENr rrrP1 o / 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. ri .r I m oo PROP'D ------ -- ----- "E_ FOR LOCATION OF UNDERGROUND UTILITIES. �� ; i i s?t, LIGHT ti 12 PAVED ARKING SPACES T• 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE i3E J m <: { --- - - - -- i/ J? cQ - -- -- -- -- -- DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION 3-600 GAL LEACH o m PITS W13• STONE OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE m r !s PROPOSED 6972 S.F. OFFICE BUI DING ------- CONSTRUCTION INSPECTIONS. ' i rPP? FINISH FLOOR ELEVATION - 35.51 p0'x 10'/ r O ITYP1 r ` t 13. ALL UNSUITABLE MATERIAL (A A B HORIZONS) _ , -_ --- - ENCOUNTERED BELOW THE INVERT OF THE LEACHING ' -�- PROPOSED WATER S£ VICE FACILITY TO BE REMOVED FOR A DISTANCE OF 5' ' PROP'D 32 9 / NEW CATCH BASIN + .,A 142, - 5. J4. - - - '1.0? AROUND AND REPLACED WITH SAND IN ACCORDANCE WENT c� - c ,µ 1M - 3J, , <' \ OUGHT OR LAWN AREA AREA IITH PLANTINGS .r7 ar f_- %� fy+R �'�rr1l E WITH TITLE 5.h. ),. R�1� --- N B9°33'34'E ifULCH£D E. � / _ t_ a'--........ 40 MIL POLY -35. 5 �� 401.46' VAPOR BARRIER HEAVY DUTY METAL FRAME 6 GRATE FPnPOSFD 3- CALIFER / PROPOSED J- CAi IPF.P „i RJFFFR TRFF 1, rp7 -� / BUFFER TPFE ',yr) C/ JS.J SPAL'EL• 1^ C.., ` y /' SPACE.O .0 C_...�y'M//{O,•/sY/- 34.E \ 1 8" MIN. H2O CAST IRON FRAME AND COVER -FRAME SET IN FULL BED OF MORTAR 4- MIN. PEASTONE TO FINISH GRADE I' FINISH COURSE --BRICK AND MORTAR LEVELING COURSE 4 MIL POLY I' BINDER COURSE ASPHALT BERM F-6 i BlrWINOUS CONCRETE 2' TAPERED T I" FINISH COURSE SECTION 6' GRAVEL BASE 'O BENDER COURSE 114 -TFT LEVEL 4e FROM BASIN 12" MIN CMP TO OTHER SIDEWALK WEE LEACHING PITS RISER SECTION IVENT PARKING LEGEND 12'DIAMPIPE FLOW 3/4"-11/2" WASHED HEIGHTS VARY LEACHING 10' MINIMUM DISTANCE ` STONE ALL AROUND BASINSIDEWALK AND BERM v BETWEEN LEACH PITS CONCRETE BOUND FOUND lH-203 DETAIL ,r NO SCALE ® WATER GATE P Jr ro 6: } -W- WATER LINE Ij oo gO 0 HYDRANT ` / z REINFORCED PRECAST GO GAS GATE C CONCRETE6' DlAM.--G- GAS LINE -•-�� CONCRETE s -r., •� /.-+• -I/J I TYPE 1-1 BITUMINOUS BASE SECTION `"701 2' MIN. 2- BINDER COURSEu144�lzzl /I. 1' TOP COURSE ® CATCH BASIN SEE PLAN FOR ACTUA_ UTILITY POLE W/ GUY WIRE LEACHING BA. W I DTH 6 - DENSE GRADED Z 'A . . ---- OHW OVER HEAD WIRES _ CRUSHED STONE BASE -T- UNDERGROUND TELEPHONE LINE SET ON SOLID RASE DETA I L SIN •{-40.4 EXISTING SPOT ELEVATION NO SCALE PAVEMENT DETAIL EXISTING CONTOUR CATCH BASIN NO SCALE 40.40 PROPOSED SPOT ELEVATION Cr -_7 NO SCALE RUNOFF DIRECTION 0 !0 r0 40 S / TE PLA/V O/=- L,gNO LOT /4 A/VSEL HALLETT ROAD WE- S T YA R MO U T f -H 4 "A . PREPARE= FOR wi L L o w S TREE T RE . TR SCAL E : / " - 20 MARCH 23. 2000 REVISED: APRIL 28. 2000 REVISED: AUGUST 16. 2000 REVISED: AUGUST 28. 2000 EAGL_E SURVEY I NO , I NC 923 Route 6A 00 Yormouthport, MA. 02675 ( 508) 362-8132 (508) 432-5333 JOB M: 99-105 FIELD: CFW/EEK I CALC: CFW/SAH I CHECK: CFW I DRN: SAH 9' MINIMUM COVER T . C {I BLOWER MAY BE , ACCESS COVERS MUST FIRST 2' TO I N VER I ELEVATIONS: DES 1 G R l' EXIT AREA CALCULATIONS. PLACED WITHIN BE TO FINISH GRADE 8E LEVEL 4' PERF PIPE GNC ITER 1 A INVERT AT BUILDING: 33.3 DESIGN FLOW: 60' OF FAST UNIT ,'VENT ROUT TOTAL LOT AREA - 67.3391 S.F. 35.5 vENr TEE INVERT IN SEPTIC TANK: 3/.B 9912 S.F. OFFICE x.75 GPD PER 1000 S.F. / TOTAL BUILDING AREA - 9.9121 S.F. - 15x OF SITE 37.6 2x /a• MIN �- I$* MIN MIN. 2' OF INVERT OUT SEPTIC TANK. 31.55 EQUALS 743 GPD OR 67.339 S.F, LOT x TOTAL PAVED AND WALK AREA - 22.9401 S.F. - 34% OF S1TE Ax AT ` a PEA STONE INVERT 1N PUMP CHAMBER: 31.5 550 GPD/40.000 S.F. EQUALS 925 GPD TOTAL IMPERVIOUS AREA - 32,8521 S.F. - 49x OF SITE 6 8 oeoe eae a INVERT OUT PUMP CHAMBER: 31.5 C , IAM' r - FAST e 6 .B 3/4' I 1/�' DIA. SEPTIC TANK REQUIRED: z - Ux1T 2' SCH 40 PVC � -- 4' SOLID PIPE 36 0 DOUBLE WASHES STONE INVERT IN DIST. BOX: .36.85 c PARKING CALCULATIONS: o 925 G.P.D. X 200x - 1850 GAL. m z 33 3 31.55 31.5 35.5 INVERT OUT DIST. BOX: 36.68 31.8 1 31.5 25'x 50' LEACH FIELD SEPTIC TANK PROVIDED: 2000 GAL. t y/a LOCUS W a I SPACE PER 200 SF OFFICE SPACE REQUIRED 5 OUTLET INVERT 1N LEACH FIELD: 36.5 ' o¢� 9912 SF / 200 - 50 SPACES' -0 BOX INVERT END LEACH FIELD: 36.0 SOIL ABSORPTION SYSTEM REQUIRED: : PROVIDED 50 SPACES 2000 GAL H -20H -?0 PUMP CHAMBER BOTTOM LEACH FIELD: 35.5 DESIGN PERC RATE C.5 MI 5� HANDICAPPED SPACES REQUIRED - 2 SPACES SEPTIC TANK WATERTIGHT AND ADJUSTED GROUND WATER: 30.3 SOIL TEXTURAL CLASS I f HANDICAPPED SPACES PROVIDED - 1 SPACES I ! WATERTIGHT AND FACTORY WATERPROOFED OBSERVED GROUND WATER: 23.2 EFFLUENT LOADING RATE t• 0.74 GPD/SF I � 4 - TREES REQU1 ED 50/8 - 7 TREES ' �' i FACTORY WATERPROOFED BOTTOM OF TEST HOLE •1: 22.3 925 GPD / 0.74 GPD/SF - 1250 S.F. REQUIRED I ' TREES PROVIDED - 7 TREES 6' CRUSHED STONE OR COMPACTED BASEINDEX WELL.A/W 230, ZONE £ JAN 00 READING -25.2'. ADJ-7.1' PROVIDED: 25' IT 50' LEACH FIELD. A-1250 SF - PROF I L E : NOT TO SCALE LOCUS MAP BOUYANCY CALCULATIONS: ASSESSOR'S MAP 63 ZONING DISTRICTS. 83.d APD. MIN FRONTAGE' - 100' SEPTIC TANK: DISPLACEMENT - (30,5-25.7) x 1I x 6 - 317 C.F. SOIL TES T PIT DA TA SETBACKS: FRONT 30'. SIDE - 10'. REAR - 30' 317 C.F. x 62.4 0/C.F. - 19780+. H-20 TANK - 25080+ OK PUMP SYSTEM NOTES: MAXIMUM SITE COVERAGE - 15x UNLESS ARTIFICIAL RECHARGE I. PUMP TO BE MYERS RESIDENTIAL SEWAGE PWP MODEL SRM4 4 PVC 1NLET YALYE • PVC OUTLET BM HYD TrG 681 PERCOLATION -� OBSERVEDS FOR EXCESS RUNOFF IS PROVIDED. PCWP CHAMBER: DISPLACEMENT - (30.5-26.7) x !I x 6.17 - 258 C.F, OR EOUAL'. YER rFL3 ELEV-35.;18 4 TEST ? GROUNDWATER HOLE FLOOD ZONE C. MAP 250015 0003 C. DATED 6/17/86 258 C.F. x 62.4 0/C.F. - 16100♦. H-20 TANK - 2I130f OK 2, THE PUMP SHALL START AND STOP AT THE ELEVATIONS SHOWN. ALARM ON x.s 3 42 TP ♦I 7P +2 POMPON Y MP YE - \ GENERAL NOTES : J. THE PUMP SHALL BE rxsratL£D IN srafcT coxFDRMAxcE Wrrrr T.3 RAW I HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR y THE MANUFACTURER'$ SPECIFICATIONS AND TITLE V REGULATIONS. P4W OFF 2a"4 PWP I 0' 32.3 0' 35.7 f PUMP DISCHARGE SHALL BE 2 INCHES. PIMP SHOULD d£ ABLE TO O/A LOAMY lOYR - A LOAMY IOYR I. PROPERTY LINE INFORMATION WAS COMPILED FROM - ' R - Y - BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT SAND 2/1 SAND 3/2 HAYING TO ENTER 714E PIMP CHAMBER. . j. ............. ..... � AVAILABLE PLANS AND DEEDS OF RECORD AND DOES \ aM ce/DN � up B 6' "'••'" ••""""" "" •""""•••• 31.8 10' """"" """ 34.9 NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE EL -34.39 p LOAMY IOYR n LOAMY IOYR ' - `14.,� - POWERED BY A CIRCUIT SEPARATE FROM THE PIMP POWER. PUMP DETAIL :NOT TO SCALE I i D p _ t 1 SAND 5/6 SAND 5/8 USING 1500 GAL. PUMP CHAMBER' { 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. S. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. H-20. WATERTIGHT AND WATERPROOF t, 24' """'•' """' " 30..5 16' ••• •••,•••••••••••• $3.5 SEE SITE PLAN. C I FINE SAND 2.5Y C I MED -COARSE 2.5Y I, S Z8e49'00 �'E 42' .......... SANDY LOAM 6/4 28.8 GRA VEL SAND AND 6/4 [ 3. NO DETERMINATION HAS BEEN MADE AS TO 275.15 E ........................ MED COMPLIANCE WITH DEED RESTRICTIONS OR ZONING 6 1386` ` CZ SAN FINE 2. 5Y REGULATIONS. IT SHALL REMAIN THE CLIENTS I I N 1 1. 3 MH W/VENT SAND WITH 7/4 ^ RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL ( \ +34.6- MULCHED OR LAWN AREA AREA WITH PLANTINGS COARSE SAND PERMITS. VARIANCES ETC. FOR THIS PROJECT. I \ « _ 4 BAND OF \ N ,.A----_--_-CHA/N LINK FFNCF r '• .. - \\ I`~ JMFNT £XISTf NG TREES 102' - 23.8 ISO' 23.2 �- - \/ TO MEET BYLAW O= AN EXIST0,'O - 4: IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY I - ------3A _- i \ 2.95 F I I .. 4' CALIPER TREE OR A P40R05EC � ' - - TO HAVE THE PROPOSED BUILDING FOUNDATION _ � \ / ?' CALIPER 7AfE EVERY 20 FEE' `�> t' \�\ �/ \\ 120' F22.3 154' • NO WATER - 22 9 ' DESIGNED TO ACCOUNT EOR THE EXISTING GRADE WITEI'N THE ll j � _ � � - ' / _ - _ 8:JFFER, J-600 GAL LEACH � _ r AND SOIL CONDITIONS AT THE LOCATION OF THE t / \\ +33.5 PITS W/4 • STONE 0 '• PROPOSED BUILDING, I - \\ = DATE: DECEMBER 15. 1996 DATE: FEBRUARY 2. 2000 I / TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS \ 7 • Pxoros£D 2940 S.F. OFFICE BUrtorNG \� 1y��(� l l WITNESSED BY: CHARLOTTE STIEFEL WITNESSED BY: AMY VONHONE 5. ALL STORMIIATRR RUNOFF FROM IMPERVIOUS AREAS \\ I \\ FINISH FLOOR ELEVATION - 15.5 ,7�!r iA JI �A +� r' 1 R �� R� TO BE CONTAINED ON S1 TE. \ 134. 6._ ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL I \ +JI,7 CONFORM TO -MASS. D.E.P. TITLE 5 AND LOCAL IJ4 j BOARD OF HEALTH REGULATIONS. 3 IAS•. PaDP o \\ 6' WIDE PAVED WALK RAMP I I , - PERC RATE: ( 2 MIN/INCH PERC RATE: C 2 MIN/INCH - n \y O 1 ' 1 1 2. 8.y ` DW S rER AREA ` - t y 1 P 1 W/STOCKADE L1GNT 5.0 \\ CURB L JJ.6 ��r' NEW CATCH BASIN \\� �•I 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER RIM -J2.s h I PENCE ARO(MD/�-��� AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER _ J , r THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- o -`e \` I 1I v PAVEd DRIVE o STANDING H-20 WHEEL LOADS. 2 r• csEt ?' cAtlrfR - _ - o pROnl,q�D " \ j 15 PAYED PAPR/!r SPACES t. FLQ :AEE llypl „ ac 1 to O \\\ NEW CATCH BASIN /� t ` 8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR TREE nrp) `: w RIM - 32.1 -'.f i. APPROVED EQUAL. %'"Js:4 ! / i I P9DaoseD ' 2s 1 4 tS61 LB - �• 6' WIDE P Y£D WALK ! J-�I TP� 1 _ O I 9: SEPTIC TANK AND D -BOX SHALL BE REINFORCED FAsr A f cai tPEA / srcN ' i c 3 'S IF '"�J2.2 TREE fryp W/LIGHTS V $011 REMOVAL CHAMBER UNIT 2000 GAL I LIGHT m ♦ 1 !0'x 20' 13.0 l JJ.6 - ' PRECAST CONCRETE AND WATERTIGHT. s££ NOTE IS. MTC_TANK Js.CATCH i �1...... .... .... I a i YPJ RIM -32.36 IN IT \� l0: D BOX 15 TO BE WATER TESTED TO CHECK FOR LEVEL. \ r D� x t 3 i MH 2. _ _ DMR .......... ._.-.7f -- _ f: 24• q - I 1 -5 , CURB J5. l .� LIP 10 1 i I 10'x 20' 1 , RAMP l 6' WIDE PAVED WALK - 7'" I !I. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 11.5, IR 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. I / { I _(rrvJ °� 0 1 : / ( 1 I- MH N/YfNT ^' I , WOO' �' PROP - +uGHr FOR LOCATION OF UNDERGROUND UT I L I T I ES. f F ` i i< i O ' 3� r r - - o a / _ \ II �•'I 12 PAVED RKING SPACES !2. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE 3 2-600 GAL LEACH �/ 1 a 3r.c 'y''t I _t I PITS I/1' $TONE�- € DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION IJ. PAYED PARKING SPACES / \ PROPOSED 6972 S.F. OFFICE BUILDING i OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE L. 1 t L ` w / CONSTRUCTION INSPECTIONS. I , i i L --- FINISH FLOOR ELEVATION • 35.5' S: -:TPP? Y 1 \ 10'R 20•/ 13. ALL UNSUITABLE. MATERIAL (A 6 B HORIZONS) IrrPI�/ - ENCOUNTERED BELOW THE INVERT OF THE LEACHING t J I 1 PROPOSED NATER $£ VICE FACILITY TO BE REMOVED FOR A DISTANCE OF 5' \� PROP •o % �' 3`'' ° I I: t t_.,. / NEW CATCH BASIN 'Sp 142' ` ,5ti SI. t:.47 1 AROUND AND REPLACED WITH SAND IN ACCORDANCE VENT J4. RIM - J .7 .. _ LIGHT wlrH TITLE S. .............. \ v - c `LULCHED OR LAWN AREA AREA WITV PLANTINGS a .......... ...........0 riir� O / �, �a \ - \ /� . 1 lA i J 't 'I �I ,�1.• _---- - N 89'33'34'£ 1 r t _ \ 401.46' TJ5.5 \\ \ r ' \\ \\ II }329 - PROPOSED 2' CAL IAEA \ t, I / PROPOSED 2' CAC IPE'R e BUFFER TREE (Trp) \ \ { J EUFFER TREE (Iyp) M - 35.0 tFACED 20' 0. C. 11 it JJ SPACED -2C' D. ' t t a � / l i Y HEAVY DUTY METAL - �RAME A GRATE 8' M/N. H2O CAST I IRON FRAME AND COVER/- / ^\V/ FRAME SET IN FULL BED OF MORTAR 4' MIN. PEASTONE TO FINISH GRADE - I" FINISH COURSE - S / T E P L A /V 0/= L 14 / ! - - OR ICK AND MORTAR LEVELING COURSE - 4 MIL POLY I" BINDER COURSASPHALT BERM E I -a -t BITUMINOUS CONCRETE L 0 T 1-4 L1 /VSEL "A L L E T T ROAD 2' TAPERED T f• FINISH COURSE ' • SECTION- 0' GRAVEL BASE 'O BINDER COURSE 1 /4'/FT---- LEVEL WE%5 T YA R "O U TI -1, / r/ • A� R 6 ,e FROM BASIN 12' M1N CMP TO.OTHER YYSIDEWALK LEACHING PITS �. TEE PREPARED FOR . r • VENT LEGEND RISER SECTIONPARKING !?' DIAM PJrf FLOW 314"-1112* WASHED LEACHING HErcHTs vaxr vt 10' MINIMUM DISTANCE ' STONE ALL AROUND SIDEWALK AND BERM r ^ / / / L -7- c S BASIN D BETWEEN LEACH PITS CONCRETE BOUND FOUND V V [� O W S / R E G T R E T R r (14-201 DETA 1 L ® WATER GATE NO saL£ -W- WATER LINE ! $0 SCAL_ E : / " - 20 MARCH 20 2000 t oo 0 WYDRANT ! REINFORCED PRECAST © GAS GATE 1 p CONCRETE DIAM. TYPE I -I BITUMINOUS CONCP£T£ -G- GAS LINE E A G L- E U R V E Y I NG I NC H /H-201 COURSE - " •' BASE SECTION 2' MIN. 2' BINDER COURSE. I' TOP ® carcH easlN 9 2 SEE PLAN FOR ACTUAL WIDT A -o UTILITY POLE W/ GUY WIRE / / \t 3 Route 6A _- - Chi -� Yarmouth ort, MA. 02675 LEACHING BASIN 'H ► 1, ' 4 6' DENSE GRADED -- OHW - OVER HEAD WIRES P 6 . ' CRUSHED STONE BASE -T- UNDERGROUND TELEPHONE LINE Out 1 /11 ( 508) 362-8132 SET ON SOLID BASE. ` DETAIL }40.4 EXISTING SPOT ELEVATION - /I�IY • !oo EXISTING CONTOUR' 508) 432-5333 _-� NO SCALE PAVEMENT DETAIL 46,40 PROPOSED SPOT ELEVATION CATCH BASIN NO SCALE a RUNOFF DIRECTION 0 IO 2 qp JOB NO: 99-105 FIELD: CFW/EEK CALL: CFW/SAH CHECK: CFW GRN: SAH NO SCALE � I !If ' - PERC RATE: ( 2 MIN/INCH PERC RATE: C 2 MIN/INCH - n \y O 1 ' 1 1 2. 8.y ` DW S rER AREA ` - t y 1 P 1 W/STOCKADE L1GNT 5.0 \\ CURB L JJ.6 ��r' NEW CATCH BASIN \\� �•I 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER RIM -J2.s h I PENCE ARO(MD/�-��� AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER _ J , r THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- o -`e \` I 1I v PAVEd DRIVE o STANDING H-20 WHEEL LOADS. 2 r• csEt ?' cAtlrfR - _ - o pROnl,q�D " \ j 15 PAYED PAPR/!r SPACES t. FLQ :AEE llypl „ ac 1 to O \\\ NEW CATCH BASIN /� t ` 8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR TREE nrp) `: w RIM - 32.1 -'.f i. APPROVED EQUAL. %'"Js:4 ! / i I P9DaoseD ' 2s 1 4 tS61 LB - �• 6' WIDE P Y£D WALK ! J-�I TP� 1 _ O I 9: SEPTIC TANK AND D -BOX SHALL BE REINFORCED FAsr A f cai tPEA / srcN ' i c 3 'S IF '"�J2.2 TREE fryp W/LIGHTS V $011 REMOVAL CHAMBER UNIT 2000 GAL I LIGHT m ♦ 1 !0'x 20' 13.0 l JJ.6 - ' PRECAST CONCRETE AND WATERTIGHT. s££ NOTE IS. MTC_TANK Js.CATCH i �1...... .... .... I a i YPJ RIM -32.36 IN IT \� l0: D BOX 15 TO BE WATER TESTED TO CHECK FOR LEVEL. \ r D� x t 3 i MH 2. _ _ DMR .......... ._.-.7f -- _ f: 24• q - I 1 -5 , CURB J5. l .� LIP 10 1 i I 10'x 20' 1 , RAMP l 6' WIDE PAVED WALK - 7'" I !I. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 11.5, IR 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. I / { I _(rrvJ °� 0 1 : / ( 1 I- MH N/YfNT ^' I , WOO' �' PROP - +uGHr FOR LOCATION OF UNDERGROUND UT I L I T I ES. f F ` i i< i O ' 3� r r - - o a / _ \ II �•'I 12 PAVED RKING SPACES !2. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE 3 2-600 GAL LEACH �/ 1 a 3r.c 'y''t I _t I PITS I/1' $TONE�- € DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION IJ. PAYED PARKING SPACES / \ PROPOSED 6972 S.F. OFFICE BUILDING i OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE L. 1 t L ` w / CONSTRUCTION INSPECTIONS. I , i i L --- FINISH FLOOR ELEVATION • 35.5' S: -:TPP? Y 1 \ 10'R 20•/ 13. ALL UNSUITABLE. MATERIAL (A 6 B HORIZONS) IrrPI�/ - ENCOUNTERED BELOW THE INVERT OF THE LEACHING t J I 1 PROPOSED NATER $£ VICE FACILITY TO BE REMOVED FOR A DISTANCE OF 5' \� PROP •o % �' 3`'' ° I I: t t_.,. / NEW CATCH BASIN 'Sp 142' ` ,5ti SI. t:.47 1 AROUND AND REPLACED WITH SAND IN ACCORDANCE VENT J4. RIM - J .7 .. _ LIGHT wlrH TITLE S. .............. \ v - c `LULCHED OR LAWN AREA AREA WITV PLANTINGS a .......... ...........0 riir� O / �, �a \ - \ /� . 1 lA i J 't 'I �I ,�1.• _---- - N 89'33'34'£ 1 r t _ \ 401.46' TJ5.5 \\ \ r ' \\ \\ II }329 - PROPOSED 2' CAL IAEA \ t, I / PROPOSED 2' CAC IPE'R e BUFFER TREE (Trp) \ \ { J EUFFER TREE (Iyp) M - 35.0 tFACED 20' 0. C. 11 it JJ SPACED -2C' D. ' t t a � / l i Y HEAVY DUTY METAL - �RAME A GRATE 8' M/N. H2O CAST I IRON FRAME AND COVER/- / ^\V/ FRAME SET IN FULL BED OF MORTAR 4' MIN. PEASTONE TO FINISH GRADE - I" FINISH COURSE - S / T E P L A /V 0/= L 14 / ! - - OR ICK AND MORTAR LEVELING COURSE - 4 MIL POLY I" BINDER COURSASPHALT BERM E I -a -t BITUMINOUS CONCRETE L 0 T 1-4 L1 /VSEL "A L L E T T ROAD 2' TAPERED T f• FINISH COURSE ' • SECTION- 0' GRAVEL BASE 'O BINDER COURSE 1 /4'/FT---- LEVEL WE%5 T YA R "O U TI -1, / r/ • A� R 6 ,e FROM BASIN 12' M1N CMP TO.OTHER YYSIDEWALK LEACHING PITS �. TEE PREPARED FOR . r • VENT LEGEND RISER SECTIONPARKING !?' DIAM PJrf FLOW 314"-1112* WASHED LEACHING HErcHTs vaxr vt 10' MINIMUM DISTANCE ' STONE ALL AROUND SIDEWALK AND BERM r ^ / / / L -7- c S BASIN D BETWEEN LEACH PITS CONCRETE BOUND FOUND V V [� O W S / R E G T R E T R r (14-201 DETA 1 L ® WATER GATE NO saL£ -W- WATER LINE ! $0 SCAL_ E : / " - 20 MARCH 20 2000 t oo 0 WYDRANT ! REINFORCED PRECAST © GAS GATE 1 p CONCRETE DIAM. TYPE I -I BITUMINOUS CONCP£T£ -G- GAS LINE E A G L- E U R V E Y I NG I NC H /H-201 COURSE - " •' BASE SECTION 2' MIN. 2' BINDER COURSE. I' TOP ® carcH easlN 9 2 SEE PLAN FOR ACTUAL WIDT A -o UTILITY POLE W/ GUY WIRE / / \t 3 Route 6A _- - Chi -� Yarmouth ort, MA. 02675 LEACHING BASIN 'H ► 1, ' 4 6' DENSE GRADED -- OHW - OVER HEAD WIRES P 6 . ' CRUSHED STONE BASE -T- UNDERGROUND TELEPHONE LINE Out 1 /11 ( 508) 362-8132 SET ON SOLID BASE. ` DETAIL }40.4 EXISTING SPOT ELEVATION - /I�IY • !oo EXISTING CONTOUR' 508) 432-5333 _-� NO SCALE PAVEMENT DETAIL 46,40 PROPOSED SPOT ELEVATION CATCH BASIN NO SCALE a RUNOFF DIRECTION 0 IO 2 qp JOB NO: 99-105 FIELD: CFW/EEK CALL: CFW/SAH CHECK: CFW GRN: SAH NO SCALE LOCUS MAP ASSESSOR'S MAP 63 ZONING DISTRICTS. B3 6 APD. MIN FRONTAGE - 100' SETBACKS: FRONT - 30', SIDE - !0'. REAR - 30' MAXIMUM SITE COVERAGE - 15K UNLESS ARTIFICIAL RECHARGE FOR EXCESS RUNOFF IS PROVIDED. FLOOD ZONE C. MAP 250015 0003 C. DATED 6/17/86 GENERAL NOTES: I. PROPERTY LINE INFORMATION WAS COMPILED FROM AVAILABLE PLANS AND DEEDS OF RECORD AND DOES NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. SEE SITE PLAN. 3. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL PERMITS. VARIANCES ETC. FOR THIS PROJECT. 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. 5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS TO BE CONTAINED ON SITE - 6. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CA°ABLE Or WITH- STANDING H-20 WHEEL LOADS. 8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EQUAL. 9. SEPTIC TANK AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE AND WATERTIGHT. 10. D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. If. BEFORE CONSTRUCTION CALL *DIG -SAFE 1 -886 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. -12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION INSPECTIONS. 13. ALL UNSUITABLE MATERIAL (A 6 B HORIZONS) ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. 2' TAPERED SECTION RISER SECTION HEIGHTS VARY BOUYANCY CALCULATIONS: SEPTIC TANK: DISPLACEMENT - (30.5-25.7) x 11 x 6 - 317 C.F. 317 C.F. x 62.4 #/C.F. - 19780#. H-10 TANK - 25080. OK PUMP CHAMBER: DISPLACEMENT • (30.5-26.7) x 11 x 6.17 - 258 C.F. 258 C.F. x 62.4 #/C.F. - 16100#. H-20 TANK - 21230# OK OUMPSTER AREA N/STOCKADE fENCE AROUND 2-600 GAL LEACH F -2T Dm PUMP SYSTEM NOTES: I. PUMPS TO BE MYERS RESIDENTIAL SEWAGE PUMP WDLL SRM4 4' PVC INLET OR EQUAL. 1. THE PUMPS SHALL ALTERNATE AND START AND STOP AT THE ELEVATIONS SHOWN. 3. THE PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS. PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT 0A YAL TE VE MERCURY FLOAT CONCRETE BOUND FOUND ACCESS COVERS MUST FIRST 2' TO AREA CALCULATIONS: WATER LINE BLOWER MAY BE HYDRANT BE TO FINISH GRADE BE 7.5' RA► GAS LINE PLACED NlTN/N CATCH BASIN TIM Ptws i t7.5 LEVEL N AT BUILDING: 60' OF FAST UNIT UNDERGROUND TELEPHONE LINE DESIGN FLOW: TEE TOTAL LOT AREA - 67.339' S.F. IN SEPTIC TANK: 35. S RATE: ( 2 MIN/INCH PENT 2K lB• wrN 37.6144' TOTAL BUILDING AREA - 9.9122 S.F. - 15K OF SITE 31.55 EQUALS 743 GPD OR 67.339 S.F. LOT x J7.D 40 MIL POLY INVERT IN PUMP CHAMBER: 31.5 a MIN 550 GPD/40.000 S.F. EQUALS 925 GPD TOTAL PAVED AND WALK AREA - 29.010= S.F. - 43-V OF SITE S. VAPOR BARRIER INVERT OUT PUMP CHAMBER: 31.5 TOTAL IMPERVIOUS AREA - 38.9211 S.F. - 58K OF SITE 4' SOLID PIPE 36. 31'0 INVERT IN DIST. BOX: 36.85 4• DIAM ➢1 FAST36.8 YN!_r 2' SCH 40 PVC 36.61 PARKING CALCULATIONS: 33.3 _ 31. ss 3,.s 36.5 36.5 SAND 31.8 31.5 5 OUTLET I SPACE PER 200 SF OFFICE SPACE REQUIRED 31.8 10 • ....................................... D -BOX 9912 SF / 200 - 50 SPACES SOIL ABSORPTION SYSTEM REQUIRED: LOAMY IOYR o BOTTOM LEACH FIELD: PROVIDED - 65 SPACES LOAMY DESIGN PERC RATE ( 5 MIN/INCH 2000 GAL H-20 u H-20 PUMP CHAMBER ADJUSTED GROUND WATER: HANDICAPPED SPACES REQUIRED - 2 SPACES SOIL TEXTURAL CLASS - I SEPTIC TANK WATERTIGHT AND OBSERVED GROUND WATER: HANDICAPPED SPACES PROVIDED - 2 SPACES 24 EFFLUENT LOADING RATE - 0.74 GPD/SF WATERTIGHT AND FACTORY WATERPROOFED BOTTOM OF TEST HOLE #I: TREES REQUIRED 65/8 - 8 TREES ............ 925 GPD / 0.74 GPD/SF - 1250 S.F. REOUIREO FACTORY WATERPROOFED INDEX WELL AIW 230, ZONE TREES PROVIDED - 8 TREES C I 6" CRUSHED STONE OR 2.5Y PROVIDED. 25' x 50' LEACH FIELD. A-1250 SF SANDY LOAM 6/4 COMPACTED BASE JAN 00 READING -25.2'. ADJ-7.1 SAND AND 6/4 PROFILE: Nor TO SCALE BOUYANCY CALCULATIONS: SEPTIC TANK: DISPLACEMENT - (30.5-25.7) x 11 x 6 - 317 C.F. 317 C.F. x 62.4 #/C.F. - 19780#. H-10 TANK - 25080. OK PUMP CHAMBER: DISPLACEMENT • (30.5-26.7) x 11 x 6.17 - 258 C.F. 258 C.F. x 62.4 #/C.F. - 16100#. H-20 TANK - 21230# OK OUMPSTER AREA N/STOCKADE fENCE AROUND 2-600 GAL LEACH F -2T Dm PUMP SYSTEM NOTES: I. PUMPS TO BE MYERS RESIDENTIAL SEWAGE PUMP WDLL SRM4 4' PVC INLET OR EQUAL. 1. THE PUMPS SHALL ALTERNATE AND START AND STOP AT THE ELEVATIONS SHOWN. 3. THE PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS. PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT 0A YAL TE VE MERCURY FLOAT CONCRETE BOUND FOUND SWITCHES REP WATER GATE HOLE WATER LINE ALARM ON 29.5 HYDRANT CHECK UWP ON VALVE PEINIMUM PERF PIPEINVERT 7.5' RA► GAS LINE PWP OFF 28.1 CATCH BASIN TIM Ptws i t7.5 UTILITY POLE W/ GUY WIRE ----OHW 9' MINIMUM COVER COVER LEGEND SOIL CONCRETE BOUND FOUND ® WATER GATE -W- WATER LINE ELEVATIONS: HYDRANT DESIGN CRITERIA: PEINIMUM PERF PIPEINVERT -G- GAS LINE ® CATCH BASIN --o UTILITY POLE W/ GUY WIRE ----OHW AT BUILDING: 33.3 UNDERGROUND TELEPHONE LINE DESIGN FLOW: 4'VENT MIN. 2' OFINVERT IN SEPTIC TANK: 31.8 RATE: ( 2 MIN/INCH 9912 S.F. OFFICE x 75 GPD PER 1000 S.F. 2K lB• wrN 37.6144' PEAS TONE INVERT OUT SEPTIC TANK: 31.55 EQUALS 743 GPD OR 67.339 S.F. LOT x J7.D 40 MIL POLY INVERT IN PUMP CHAMBER: 31.5 0" 550 GPD/40.000 S.F. EQUALS 925 GPD TEXTURE COLOR 9A a eve e p p - S. VAPOR BARRIER INVERT OUT PUMP CHAMBER: 31.5 4' SOLID PIPE 36. 31'0 INVERT IN DIST. BOX: 36.85 SEPTIC TANK REQUIRED: 35.5 3/I' - 1 1/2" DIA. INVERT OUT DIST. BOX: 36.68 925 G.P.D. X 200x - 1850 GAL. 25'x 50' LEACH FIELD DOUBLE WASHED STONEINVERT 36.5 SAND SEPTIC TANK PROVIDED: 2000 GAL. 6 • IN LEACH FIELD: 31.8 10 • ....................................... INVERT END LEACH FIELD: 36.0 SOIL ABSORPTION SYSTEM REQUIRED: LOAMY IOYR BOTTOM LEACH FIELD: 35.5 LOAMY DESIGN PERC RATE ( 5 MIN/INCH ADJUSTED GROUND WATER: 30.3 SOIL TEXTURAL CLASS - I SAND OBSERVED GROUND WATER: 23.2 24 EFFLUENT LOADING RATE - 0.74 GPD/SF 30.3 BOTTOM OF TEST HOLE #I: 22.3 ............ 925 GPD / 0.74 GPD/SF - 1250 S.F. REOUIREO 33.5 INDEX WELL AIW 230, ZONE E C I MED -COARSE 2.5Y PROVIDED. 25' x 50' LEACH FIELD. A-1250 SF SANDY LOAM 6/4 JAN 00 READING -25.2'. ADJ-7.1 SAND AND 6/4 42" 28.8 1250 S.F. x 0.74 GPD/SF - 925 GPD PVC OUTLET SM HYD TAG 60 ELEV-35.88 i r 1 HAVING TO ENTER THE PUMP CHAMBER. BM C8/DH '1 UP 9 PUMP DETAIL :NOT To SCALE EL _J4. J9 I. THE ALARM SHALL START Al THE ELEVATION SHOWN AND BE POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. USING 1500 GAL. PUMP CHAMBER i r ?RCF: S:D 3' CALIF; :P PITS I/J' STONE H -?0. WATERTIGHT AND WATERPROOF '+ BUFFEP FREE (ly"i l 5. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION.4-600 1 c '' n 1` I L S S ?7 LEACH 49 .0p .E I ' 1 • E PITS W�C STONE 11 1 ' NEW CATCH BASIN 0 __ __ I ' N 67e T S3. 11 1 1 � /�� �' 11 MH W/VENT RIM - JJ.S gV�1' r L R A EA I ' \ MULCHED OR LAWN AREA AREA WITH PLANTINGS --- « -- I SL!'PL IME.YT EX_:4v_cy I C;Y'IN- vim, CHAIN LOF INK FENCE-T�i.Aw OF AN EX . �; .fit �- - C L /PIER FEE OR A P70PCSF,` ) \ _ 3CALIPER }PEF EYEYY 1J FEE'?.95 70 c 7y.h T.4F RJFcER. �, 1 tSi?FA l r « -ny V� w !� y yr �y\�',.�. \ }� �ytl X11 PROPOSED 2940 S.F. OFFICE BUILDING-�Y- 15 PAYED PARKING SPA_CES�. \FINISH FLOOR ELEVATION - J5.5 ?I'\•` ^ f N 1 1 n 34./ JJ.9 ' i t 33.0 r1 .D J4.8 �\ .15 83 1r• �. ' � 3 �} 103': r PROP'D % 6' WIDE PAVED WALK RAMP 1V I i I I 'moi W III 1�� '4 LIGHT I J3.8 NEW CATCH BASIN 7 v JS 0 \ CURB RIM - 32.5 �♦ rnl ` 1�1 LOAD; PC w � 8"ilE �'-- - �\ ~_��_ _ ' � PAVE[`ORI YE aP •7 < --- --- h 15 PAVED PA.PRIM SPACES 2 -'JY PFC P(`5 EL a H C_ J'CAL lPc'R ' \� 1' i NEW CATCH BASIN T 'RE' Ityl.) .'j. RIM - 32.5 y 35. J 1' PROPOSED 35.2 4 8 +JS. 4 6' WIDE PAVED WALK 1 n t t TP. 4. 1 f / t SIGN Y IV- ', 42' PROP'D i i + I{ 1 IC q J'LALIPER W/L�Ts ��J^�.' - ^11- LloT ' I I ! r 33.6 LL 2000 GAC / /I 3 S 110'x 20'1+ 35.0 �2 2 TREE ft p! DO 111r.. D- OX ...CHAMBER O.- P�fTYPI I DMHPATCH BASIN 501 REMOVAL UNI T 1 m m it ; i I \ IM -31.36 \ N � 7 1 CURB 35. l ll' - - - UP IO Ch r 1J PAYED PARKINGSPACES 10'r 20' A � I 1 RAMP 1 6' WIDE PAVED WALK MH W/VENT (TYR) 1O o i-� J7.64 000' % PROP'D '1 4!.7 \\ 1 1 LIGHT \ O c a i �i 11 PAVED ARKING SPACES _r � 36. J n I I 1 1 ct 3-600 GAL LEACH 1 1 0 1 m t t PITS W/3' STONE pR0VD5f0 6977 S.F. OFFICE' Out I(DING \ -ITP#2, FINISH FLOOR ELEVATION - 35.5' i\ /0'r ?0/! \, 1-JS.I fTYPI� O \�•/5, II 1 I / '� �,-----}-- 1Ij 1 PROPOSED NATER SE VICE 1 1 I r - 1 - % NEW CATCH BA141' PROP'D G14. \ - - 2. 97 SIN S.O VENT : 34 RIM - - J4.7 13'-'�'...... .. ......... .... cJ �1,(x LUL CHED OR LAWN AREA AREA WITH PLANTINGS SUFFER ARE,4 ";,/Jh ' �i, r% �\. --- -- N 89'33'34'£ \ 401.46' 40 MIL POLY -'35.5 \ v , + VAPOR BARRIER 0 a \\ 1 1 IJP'3 PROPOSED 3" CALIPER FR. FO. ED J- CA:. )PER \ \ 1 / BU.rFER TREE (r yp) \\11 1 EE(,r ER TREE Ityrl J5.0 SPACED 2C C.0 \ j4.4 HEAVY DUTY METAL FRAME 6 GRATE FRAME SET IN FULL BED OF MORTAR BRICK AND MORTAR LEVELING COURSE _- 48' T£E I' VENT )172-*DIAIVI PIPE FLOW 4' MIN. PEASTONE 1/4 -/FT FROM BASIN 3/4'-1I/2• WASHED STONE ALL AROUND 8" MIN. H2O CAST IRON FRAME AND COVER TO FINISH GRADE ,4 MIL POLY LEVEL TO OTHER JG'Z, ' MIN CMP LEACHING PITS !0' MINIMUM DISTANCE BETWEEN LEACH PIT$ ? REINFORCED PRECAST CONCRETE 5 N ' DIAM. fH-201 2' MIN. BASE SECTION SEE PLANFOR ACTUAL WIDTH LEACHING BASIN SOLID BASE DETA I L NO SCALE SET ON � BASIN 'CALE CATO I' FINISH COURSE I' BINDER COURSE ASPHALT BERM f•6'�I BITUMINOUS CONCRETE T I' FINISH COURSE 6' GRAVEL BASE 1D BINDER COURSE SIDEWALK PARKING SIDEWALK AND BERM DETAIL NO SCALE TYPE 1-1 81TUM1NOUS CONCRETE 2• BINDER COURSE, I- TOP COURSE �' .�- . A 6• DENSE GRADED CRUSHED STONE BASE PAVEMENT DETAIL NO SCALE r 102" LEGEND SOIL CONCRETE BOUND FOUND ® WATER GATE -W- WATER LINE O HYDRANT GO GAS GATE -G- GAS LINE ® CATCH BASIN --o UTILITY POLE W/ GUY WIRE ----OHW - OVER HEAD WIRES -T- UNDERGROUND TELEPHONE LINE {40.4 EXISTING SPOT ELEVATION. - 1-I0o__� EXISTING CONTOUR 40.40 PROPOSED SPOT ELEVATION RATE: ( 2 MIN/INCH RUNOFF DIRECTION 102" SOIL TEST PIT DA TA s 23.2 120" INDICATES 154" NO WATER 22.9 INDICATES DECEMBER 15. 1998 DATE: FEBRUARY 2. 2000 TEST PERCOLATION = OBSERVED WITNESSED BY: CHARLOTTE STIEFEL WITNESSED BY: AMY VONHONE PERC RATE: f 2 MIN/INCH TEST RATE: ( 2 MIN/INCH GROUNDWATER TP •/ TP #2 0" HORIZON TEXTURE COLOR 32.3 0' HORIZON TEXTURE COLOR 35.7 O / 4 LOAMY IOYR A LOAMY IOYR SAND 2/1 SAND 3/2 6 • 31.8 10 • ....................................... 34.9 B LOAMY IOYR B LOAMY IOYR SAND 5/6 SAND 5/8 24 30.3 26' ............ 33.5 C I FINE SAND 2.5Y C I MED -COARSE 2.5Y SANDY LOAM 6/4 SAND AND 6/4 42" 28.8 GRAVEL C2 MED -FINE 2.5Y SAND WITH 7/4 BAND OF COARSE SAND 102" 23.8 150' 23.2 120" 22.3 154" NO WATER 22.9 DATE: DECEMBER 15. 1998 DATE: FEBRUARY 2. 2000 TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS WITNESSED BY: CHARLOTTE STIEFEL WITNESSED BY: AMY VONHONE PERC RATE: f 2 MIN/INCH PERC RATE: ( 2 MIN/INCH 5 / TE PL,4/V O/= L,4/VO L O T 1-4 A/VSEL "A/ L ET T ROAD AYES T YARMOUTH, "A. PREPARED FOR: WILLOW S T REE T` RE-. TR SCA/ E : / " - 20 MARCH 23 . 2000 REVISED: APRIL 28. 2000 REVISED: AUGUST 16, 2000 REVISED: AUGUST 28. 2000 E A C L - E S U FR V E Y I NO , I NC _ 923 Route 6A Yarmouthport, MA. 02675 ij�j/1111;1\ ( 508 ) 362-8132 (508) 432-5333 JOB A'0: 99-105 FIELD: CFW/EEK CALC: CFW/SAH CHECK: CFW DRN: SAH 4EX7K, ¢- ACCESS COVERS MUST FIRST 2• To 9' MINIMUM COVER INVERT ELEVATIONS: DESIGN CRITERIA: EXIT AREA CALCULATIONS: BE TO FINISH GRADE BE LEVEL 4" PERF PIPE INVERT AT BUILDING: JJ.J TEE t•'� MIN. 1' OF DESIGN FLOW: USING PROPOSED BUILD/N<; FLOW TOTAL LOT AREA - 84.441[ S.F.5J5.5 INVERT IN SEPTIC TANK: 11.8 991? SF OFFICE r 75 GPD / 1000 SF -'4J GPD WIN INVERT OUT SEPTIC TANK: J1.55 OR 6972 SF OFFICE r 75 GPD / 1000 $1 PLUS TOTAL PAYBUIED AREA - 9.912: S.F. - 134X2X OF SITE 1Rr�� PEASTONE INVERT IN PUMP CHAMBER: J1.5 ONE DOCTORS OFFICE • 250 GPD - 77J GPD TOTAL PAYED AND WALK AREA - 29.9221010s S.F. - 46X OF SITE INVERT OUT PUMP CHAMBER: JI.S DESIGN FLOW: USING EXISTING LOT SIZE O a TOTAL IMPERVIOUS AREA - 38.92?: S.F. - 46sT OF SITE • . . L_j = 4 2' SCH 40 P INVERT IN DIST. BOX: 36.85 -�* 4' SOLID PIPE 36.0 3/4' - 1 1/2' DIA. BI4/1 SF [ 440 GPD/40000 SF fOUAIS 578 GPD / 1 PARKING, CALCULATIONS: s T J it 55 31.5 1•! S DOUBLE WASHED STONE INVERT OUT DIST. BOX: 36.68 USE DESIGN FLOW OF 925 GPD i Mt J1.5 ?5'r 50' LEACH FIELD SEPTIC TANK REOUIRED: r SD 80X T INVERT fNOLLEACHFF�f�D: J6.0 >` LOCUS N - o I SPACE PER 100 SF OFFICE SPACE REQUIRED W 9?5 G.P.D. X 2008 - r850 GAL. l t R �� • 9912 SF / ?00 - SO SPACES � PROVIDED - 65 SPACES ?000 GAL N-20 H-20 PUMP CHAMBER BOTTOM LEACH FIELD: J5.5 SEPTIC TANK PROVIDED: 2000 GAL. HANDICAPPED SPACES REOUIRED • 2 SPACES SEPTIC TANK WATERT16NT AND ADJUSTED GROUND WATER: 30.3 HANDICAPPED SPACES PROVIDED - 8 SPACES WATERTIGHT AND FACTORY WATERPROOFED OBSERVED GROUN,,I WATER: 2J.2 SOIL ABSORPTION SYSTEM REOUIRED. / TREES REOUIRED 65/8 - 8 TREES FACTORY WATERPROOFED BOTTOM OF TEST HOLE 11: 22.3 DESIGN FERC RATE f 5 MIN/INCH INDEX WELL A/W 230, ZONE E SOIL TEXTURAL CLASS - I TREES PROVIDED - 8 TREES 6' CRUSHED STONE 0 COMPACTED BASE JAN 00 READING-25.2'. ADJ-7.1' EFFLUENT LOADING RATE - 0.74 GPD/SF PROF J L E: NOT ro SCALE-925 GPD / 0.74 GPD/SF - 1250 S.F. RLJUIRED LOCUS MAP 2T a,,,_. BOUYANCY CALCULATIONS: • PUMP SYSTEM NOTES: ' PROVIDED: 25' r 50' LEACH FIELD. A• 750 SF 1250 S.F. r 0.74 GPD/SF 925 GPO ASSFS.iOR •S MAP 6J I. Tilt t£II{F ILeM! TO K YTERt JEWAOE IIAAP RIOOE'I. 7RYA 011 EOWL. - ZONING DISTRICTS. Af0 d APD. MIN FRONTAGE - 100' SEPTIC TANK: DISPLACEMENT - /30.5-25.71 r /1 R 6 - 317 C.F. l sFTpAI DI FRONT . 10'. SIDE - 10'. ROAR - 30' 317 C.F. r 61.4 1/C.F. - 197801. H-10 TANK - 25080. OK t. THE Pars !MALL 4LtERNATE AID,lrARr AND STOP AT THE ELEVATIONS SM01M. THE LAO PIA'► SMALL ,TART DEN TME ALAN STARTS. SOIL TES T P I T D A T A & MAXILIUM SITE COVERAGE , 15-V UNLESS ARTIFICIAL RECHARGE MOM MTD UO 683 FOR EXCESS RUNOFF IS PROVIDED. PUMP CHAMBER: DISPLACEMENT - 130.5-26.71 K I I r 6. 17 - 258 C.F. J. rW ELMS !MALL RE INSTALLED /N ITRICT CONFORMANCE WITH TIC AANWAL'TLRER•t • Pvc OuaEr INDICATES INDICATES rttnrrPLOT ELEr•as.s1 4 -{,-. SPECIFICATIONS AND TITLE r REe1MTlOMt. TRF fnY D/7C/AARef SHALL Of t INCRFJ. TO D-BOX -� FLO011 LONE C. MAP 250015 0003 C. DATED 6/17/86 258 C.F. r 62.4 `C.F. !6/001. H-?0 TANK - ?I?JO. OK MAP ORD" RE ABLE TO K DISCOWCTED AND LIFTED Ovr Of TIE Pw CAMPER 4' PIC INLET '1I'MS w ' .: PERCOLATION = OBSERVED - 11rwuT wrl/AS TO EATER TIC /w cwwd• MAW fM d.L --- - TEST GROUNDWATER . PLII a CFNERAL NO TES 4. . TP 11 TP ►2 4. TWALARM SMALL START At TRF ELEVATION SHOWN AND Of POWERED Ir A c1RCUIT ,.,• SEPARATE FROM THE 04400 POKER. ►�pFM.4 z 0_ HORIZON TEXTURE COLOR 32.3 0' HORIZON TEXTURE COLOR ~STEP AREA � 15.7 I PROPERTY LINE INFORMATION WAS COMPILED FROM 1N1I1r►I LOAMY IOYR 1/ate s. AM ELECTRICAL /ERrI►MLfr EE OSrAfRFD FOR TAI! rNtTALUT/ON. ,, O/A ^ LOAMY IOYR AVAILABLE PLANS AND DEEDS OF RECORD AND DOES FE79MARouo amCt/DM ; •LAO 0 SAND 1/1 H SAND 3/2 NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. J4, EL-34. 1 1 6- 31.8 10• -- ... ... __.._ f4.9 1 1 p LOAMY IOYR p LOAMY IOYR PITS° OAL LEAs' PUMP DETAIL :Nor TO SCALE D SAND 5/6 D SAND 5/B 7. VFRiSI T DATUM IS NGVD. FOR BENCH MARKS SET. ' PITS I/a• STONE • • - USIMO 1500 GAL: PLeM CNAMSER ` 24' -- --- 30.3 26' J 5 FE SITE TE PLAN. - I M-20. IATERT/OMT AND WATERPROOF C I FINE SAND 2.5Y MED-COARSE 2.SY _ 4-Soo OAL LEAs l• SANDY LOAM e/4 � I S 7a•49.00' •e PIT! I/4• STONE '1 SAND AND 6/4 NO DETERMINATION HAS BEEN MADE AS TO ?R5.75' I I 58.11 ` 42' .......•... - • 28.6 GRAVEL COMPLIANCE WITH DEED RESTRICTIONS OR ZONING ` NEW GTCHSASIM O , ' JT• g3 1 MED-FINE ?.SY PEC•'ULATIONS . IT SHALL REMAIN THE CLIENTS \ RIM • JJ.s I N +IT w vrtMT ', � SAND WITH 7/4 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL I ._- \� _. J4 , ,� _ - BAND OF IRaaErD oR uwI AREA AREA If iM ILANrINa! - VARIANCES FOR _ - - --"'-- - --_ _ J - 4 IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY -----1 - TO HAVE THE PROPOSED BUILDING FOUNDATION --3I- `\\ '� ��' `1 !0?' _ 2J.8 150' _ J ? DESIGNED TO ACCOUNT FOR THE EXISTING GRADE O .. 110 2?.J 154 R AND SOIL CONDITIONS AT THE LOCATION OF THE - \ +3: a O DATE: DECEMBER 15. 1998 DATE: FEBRUARY 1. 2000 ? 9 PROPOSED BUILDING. - \ TEST BY: STEPHEN HAAS ' - SUI HOMAS PROPOSED OM ELEVATION TIONOFFICE 3.5 Q` ` WITNESSEDTEST BY: TBY: CHARLOTTENSTIEFEL WITNESSED BY: AMY VONHON£ ` lNf SN FLOOR ELEYATI011 - JS.! 5. -ALL STORArWATfR RUNOFF FROM IMPERVIOUS AREAS �\ i � � J4�� � 4 � '� - TO OF CONTAINED ON Sr TE. �•• /S PAYED PARK/AO SPAgj �f �1 Vim,. A _ I aa. ; PERC RATE: l 1 MIN/INCH PERC RATE: C 1 MIN/INCH 6. ALL CONSrRUCT/0N METHODS AND MATERIALS AND � ; I/ / I i TP 13 33.r / t I HORIZON TEXTURE COLOR J ` % I I \ O 5 LOAMY IOYR MAINTENANCE OF HE SEPTIC SYSTEM SHALL \ •••\, I *,t l /P.eJ 0 J5.8 CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL i C' I I I I �/ M POARD OF HEALTH REGULATIONS. = I _ r _ \\ R• plot PAVED M" 4R� // �' - J A SAND 3/2 J4.1a-gi _ /rE'I L'A1LN MS/N `-` 'y' , IO ... ....... 35,0 7. ALL SEPr/C SYSTEM COMPONENTS LOCATED UNDER ;o ^ f►14 IR �� _ �'� RIr - JR.s \ rOi` Tj LOAMY IOYR AREAS SUBJfCr TO VEHICULAR TRAFFIC OR GREATER ;' qc$$ _ i ^.'j D SAND 5/B THAN J IN DEPTH SHALL 8f CAPABLE OF Wf TH- o - « _ ►ApDRIVE 24*-.-- - -- - 3J B ' �' 1 C I MED-COARSE iOYR ` 1 �' I _ n PARD rAnrAW uACEs ' r SAND 7/6 S LANDING H-10 WHEEL LOADS. 2 � � \ I -� - I A" CATCH DAAfr 8. ALL SEWER PIPE SHALL BE.SCHEDULE 40 OR all 2 A - RIM - JP.S 52' APPROVED EOUAL. J tai 4r/• 1' Il/t Pi r[O [ 1 1 i 34.8 ]i I SIGN 1`�1 ^1000 SAL At- 2 f I + .a 10'r t0 9, SEPTIC TANK AND D-80X SHALL BE REINFORCED rw ^�Snnc rAIAT Js. f �`� , i lTIYI s•c T 7 11 SOIL REMOYA� f PRECAST CONCRETE AND WATERTIGHT. TIN chump. �� t I \ CAICN SAS I N SEE MOTE !J. FL•J�.! I MOO RIM-J2,30 10 D-pox r5 TO BE WATER TESTED TO CHECK FOR LEVEL. - - - - - - - _ - - ilr LIP to IS PAVED /AR[rMT 1 ACFJ • ' RAr \ s' I/Df PAVED IAL[ , NO WATER L.... ., .�./ f':' t !44' 23.6 !I. BEFORE CONSTRUCTION CALL 'DIG-SAFE w 1/TENT �r� _ too 1-8+38-DIG-SAFE AND THE LOCAL WATER DEPT. �. -f•N rI`.'' ? 1 ', TP 14 FOR LOCATION OF UNDERGROUND UTILITIES. -" �)% to •r t0• O O a PAVED ARK/Ne SPACES 7 0. HORIZON TEXTURE COLOR 36.0 ? SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE Je.a N </N -.IX.`1.� . I..: �� PrP 0 1 q�Z �^ A LOAMY IOYR DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION 1- :1I ..i' ' J-1 6AL LEAD/ ; r SAND J/2 1 - * I A � PIT //J• STOW ��•/ \ \ � � ' `, - 8 /0' ... ._... .. 35.2 OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE , PRw$ED'nTt S.F. OFFICESUILDIIM . 1-- ------ \� ' ,) „ LOAMY IOYR CONSTRUCTION INSPECTIONS.I ,� , L. -- i� FINISH FLOM ELEVATION JLi l \ M 'A' � EDIT t0', - `. I I ,TYR) \ ?0 SAND 5/8 ��1,�` I - - \ MED-COARSE IOYR 3 ALL UNSUITABLE MATERIAL LA 6 B HORIZONS) �� "' I I t . O I e _� -_ _ 34 J uy� 'R' 1 I - EATER S VICE 'i C / SAND 7/6 ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF S' NEW CATCHSAS/N \ I }\ �'\ SA J4 \ "� ° ,..y; 74' AROUND AND REPLACED WITH SAND IN ACCORDANCE VENT I ' ' ' Rim • JJ.I 7 A wI rH rI rLE 5. e 11RACWV OR LAD/ AREA AREA II IN PLANTIAOS - N 89.33'34'£\� 401.46' \ _ \\ �J4.4 1 t i•• 120 NO WATER 26.0 DATE: DECEMBER 12. 2000 �` ' �• -- TEST BY: STEPHEN HAAS / WI TNESS£D BY: AMY VONHONE PERC RATE: f 2 MIN/INCH S/ T E P L ,4 IV OL,4 /V O MEArr Durr METAL N 89. 4'F RAW A ORATE 406. B ... 8' MIN. N?O CAST A LOT / 4A A/VSEL HAL L ETT ROAR IRON FRAME AND COVER r I E S % YA R MO U T U R FRAIL SET IN fULI ISD OF MON TAR TO FINISH GRADE - /-'7 4• MIN. PEAsroNE WORK MUST CON FORM TO ALL MA 1 - - (RICK AND MORTAR LEKLIAO COGTSF 4 MIL POLY � . t rurRED 0� j WN YLAWSA REGULATIONS PREP 4 RE0 FOR SECT, ON L �^ ^ ^� I/.•/Fr SAS ' LEVEL (YARMOUTH WATER DEPT DATE W I L L O W S T R EE T •e TO OTHER -L FROM BASIk I?" MIN CMP C .'r rat LEACHING PITS R srR .Ec r ION I' VENT TYPE 1-1 B I MW I NOUS CONCRETE LEGEND LFi(WTS vrrr u• o/ArnPE PLOW 3/4'•I1/2• WASHED LEACHING : -� SCAL E / - - 20 MARCH 23. 200() r v IO' M/NfMUM DISTANCE 2' BINDER COURSE. 1' TOP COURSE STONE ALL AROUND BASIN BETWEEN LEACH PIrS ■ CONCRETE BOUND FOUND ' :k REVISED: APRIL 28, 2000 REVISED: JANUARY lI. 200. I,H-201 ' . •' • ,• , .• • •• , 8.5' DENSE GRADED CRUSHED STONE ® WATER GATE • 1 REVISED: AUGUST 16. 2000 ' • , OR I?' GRAVEL BASE .IV WATER LINE : ' =• REVISED: FEBRUARY 9. 2001 / (- ' '�•,` REVISED: DECEMBER /2. 2000 REINFORCED PRECAST ANT PA VEME SG DE TA 1 L 9) GASCAE �. GJ ls•f - ' % / ? `' EAG L- E SURVEY I NO I NC: M CONCRETE -G- GAS LINE rM-ro/ 6' DlAM. Iz zoo / / wr SrcrloN ?' YIN. ® CATCH BASIN ,_4? uTILITY POLE W/ GUY WIRE 923 Route 6r, SEE ELAN EOR ACTUAL WIDTH OYER HEAD FIRES // � / I� Ya Imo u t h p o r t MA . 0267-3 LEACHING BASIN -T- VWERGROU14D TELEPHONE LINE �`,/ ( 508) 362-8 1 3 Z Srr ON SOLID IAJ£ DETA 1 L _ ++D.• ExlsrlNo spot EL£vAIrION CATCH BASIN NO SC::E 1® yr ,EXIT EXISTING CONTOUR SPOT ELEVATION C 508) 432-53.3.5 NO KALE - - RUwOFF D1RECrIok 0 t0 20 40 JOB NO: 99- 105 FIELD: CFMMEEK CAL C: CFW/SAN CHECK: CW DRN- SAH >aA