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Z S DATE PROFESSIONAL LAND SURVE OR APPROVAL UNDER THE SUBDIVISION CONTROL LAW NOT REQUIRED. YARMOUTH PLANNING BOARD NO. 2 G�(o ` 14 NO TE THIS PLAN IS A REDIVISION OF LOTS 13 AND 14 AS SHOWN ON A PLAN RECORDED IN PLAN BOOK 558 PAGE 34. NOTE: NO DETERMINATION AS TO COMPLIANCE WITH THE ZONING ORDINANCE HAS BEEN MADE OR INTENDED BY THE ABOVE ENDORSEMENT. -- ------------ N/F WILLOW STRfET REALTY TRUST DONALD F. HENDERSON. TR 4602/282 OWNERS OF RECORD: DONALD HENDERSON A THOMAS GEORGE 776 MAIN STREET HYANNIS. MA. 02601 5RSESii2' 40 80 0 20 L�s/Zoo/ N ROUTE 6 YARMOUTH_ CAMPGROUND EXIT 7 MID -CAPE H/G HWq Y L OCUS LOCUS MAP ZONE: AED & APD MIN AREA: 40000 50. FT. MIN FRONTAGE: 100' ZONING SETBACKS: FRONT & REAR 30': SIDE: 10' ASSESSORS' MAP 73. PARCELS 2 d 3 FORMERLY MAP 63. PARCELS HI d H12 ASSESSORS' MAP 83. PARCEL 13 FORMERLY MAP 63. PARCEL HIO / /V WH S T YA RMO U T/-](, MA . PREPARED FOR : W / L L OW S TREET RE14L TY TR US T SCALE: / - - 40 ' FEBRUARY 2. .2001 EAOL E SUFRVEY I NC , INC JOB NO: 99-I05 I FIELD: 923 Route 6A Yarmouthport, MA. 02675 (508) 362-8132 (508) 432-5333 CALC: CFW I CHECK: SAH I DRN: CFW EXITS T7 AREA CALCULATIONS: ' RD 1 TOTAL LOT AREA - 67.339' S.F. TOTAL BUILDING AREA - 9.9121 S.F. - 15z OF SITE TOTAL PAVED AND WALK AREA - 29.0101 S.F. - 43x OF SITE o TOTAL IMPERVIOUS AREA - 38.9221 S.F. - 56V OF SITE O � z �= PARKING CALCULATIONS: LOCUS y o I SPACE PER 200 SF OFFICE SPACE REOUIRED mr/r v 9912 SF / 200 - 50 SPACES g PROVIDED - 65 SPACES ` HANDICAPPED SPACES REQUIRED - 2 SPACES i y° HANDICAPPED SPACES PROVIDED - 8 SPACES I �. TREES REQUIRED 65/8 - 8 TREES TREES PROVIDED - 8 TREES LOCUS MAP ASSESSOR'S MAP 63 ZONING DISTRICTS. 83 6 APD. MIN FRONTAGE - 100' SETBACKS: FRONT - 30'. SIDE - 10'. REAR - 30' MAXIMUM SITE COVERAGE - 15,V UNLESS ARTIFICIAL RECHARGE FOR EXCESS RUNOFF IS PROVIDED. FLOOD ZONE C. MAP 250015 0003 C. DATED 6/17/86 LEGEND rl CONCRETE BOUND FOUND ® WATER GATE —W— WATER L I NE O HYDRANT OO GAS GATE —G— GAS LINE ® CATCH BASIN =-o UTILITY POLE W/ GUY WIRE ---- OHW OVER HEAD WIRES —T— UNDERGROUND TELEPHONE LINE -HO.4 EXISTING SPOT ELEVATION EXISTING CONTOUR 40.�o PROPOSED SPOT ELEVATION �7 RUNOFF DIRECTION 0 10 20 —..v-� 40 N S / TE PLA/V O/= LA/VZ-,) LOT /4 A/VSEL HALLETT ROAD AYES T YAR"OUTH. "A PREPARED FOR: W/LLQlel/ STREET RE. TR. MARCH 23 . 2000 REVISED: APRIL 28, 2000 REVISED. AUGUST 16. 2000 REVISED: DECEMBER 5. 2000 EAGLE SURVEYING, INC 923 Route 6A =� Yarmouthport, MA. 02675 /moi%moi/ lIl11� ( 508) 362-8132 (508) 432-5333 JOB NO: 99-105 FIELD: CFW/EEK CALC: CFW/SAH CHECK: CFW I DRN: SAH THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS FOR THE COMMONWEALTH OF MASSACHUSETTS. DATE PROFESSIONAL LAND SURVEYOR APPROVAL UNDER THE SUBDIVISION CONTROL LAW NOT REQUIRED. YARMOUTH PLANNING BOARD NO. DATE - ;,i TE: NO DETERMINATION AS TO NO!fPLIANCE WITH THE ZONING ORDINANCE S BEEN MADE OR INTENDED BY THE COiaVE ENDORSEMENT. HA: AB( ---------------------- - - - - ------------------ - - - - -- N/F WILLOW STREET REALTY TRUST DONALD F. HE.YDERSON. TR 4602/282 N ROUTE 6 YARMOUTH_ M CAMPGROUND a O �o 0 a V NY � J �Q a r^ �Q EXIT 7 M/ LOCUS MAP l GHWA Y ZONE: AED & APD MIN AREA: 40000 50. FT. MIN FRONTAGE: l00' ZONING SETBACKS: FRONT d REAR 30': SIDE: l0' ASSESSORS' MAP 73, PARCELS 2 d 3 FORMERLY MAP 63. PARCELS HII 6 HI2 ASSESSORS' MAP 83, PARCEL 13 FORMERLY MAP 63. PARCEL HIO L 6 T F'LA/V O/=- LA/V0 / /V WE T YARMOUTH, "A . PRE -PARE -0 FOR l -� fi tly NOTE: W L L 0W S TREET REAL TY TR US T THIS PLAN IS A REDIVISION OF LOTS 13 S C,4 L E : / - 40' F=E B R UA R Y 2 . 2 0 0 / AND 14 AS SHOWN ON A PLAN RECORDED IN PLAN BOOK 558 PAGE 34. OWNERS OF RECOFO: DONALD HENDEPSON 6 THOMAS GEORGE EAGLE SURVEYING, INC 776 MAIN STREET 923 Route 6A F'YANNIS. b14. 0260/ ffi Yarmouthport, MA. 02675 (508) 362-8132 ( 508 ) 432-5333 0/ 80 80 D 2 I JOB NO: 99-105 FIELD: CAL C: CFW CHECK: SAH DPN: CFW EXIT AREA CALCULATIONS: 1 V TOTAL LOT AREA . 50.2422 S.F. ---.�� TOTAL BUILDING AREA 6.9722 S.F. - 14x OF SITE TOTAL PAVED AND WALK AREA - 20.4102 S.F. - 41V OF SITE TOTAL IMPERVIOUS AREA - 27.3922 S.F. - 55x OF SITE t PARKING CALCULATIONS: v} I SPACE PER 200 SF OFFICE SPACE REOUIRED 6.972 SF / 200 - 35 SPACES : PROVIDED - 50 SPACES HANDICAPPED SPACES REOUIRED - 2 SPACES HANDICAPPED SPACES PROVIDED - 2 SPACES TREES REOUIRED 50/8 - 6 TREES TREES PROVIDED - 6 TREES LOCUS MAP SSESSOR'S MAP 73 'ONING DISTRICTS. AED 6 APD. MIN FRONTAGE - IDD' SETBACKS: FRONT - 30'. SIDE - 10'. REAR - 30' GIXIMUM SITE COVERAGE - 15x UNLESS ARTIFICIAL RECHARGE ,-OR EXCESS RUNOFF IS PROVIDED. 100D ZONE C. MAP 250015 0003 C. DATED 6/17/86 GENERAL NOTES: 1. 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 /S 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 TD HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING, 5. ALL STOR,MWATTR 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 CR .TREATER THAN 3• IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. PUMP SYSTEM NOTES: 1. PLMIPS TO BE MFRS RESIDENTIAL SEfAW PIAT 11100. SRV! OR EQUAL- 4• PVC INLET 2. THE PWPJ SHALL ALTERNATE AND START AMD SrOP AT TIE ELEVATIONS -- $001N. THE LAS P(.11P SHUT START REN TME ALAN STARTS. IJ. THE PLYPS SHALL BE INSTALLED IN JTRIC) CLYF0IMAACF I/TN YME ANNIFACTURER'S SPECIFICATIONS AND r/TLE T REBKAT/ONS. PLY' DISOWOE SHALL BE 2 IACWS. HAI SmLVAD BE ABLE TO - BE DISCORECTED ARD LIFTED OLT OF THE PGI 064WR rl TOUT r NAYIW.To f.MTEp THE PI•W 0U1/ER. .. T. . r4. THE ALARM SHALL START AT TIE ELEVATION JNOrw AAO BE POIERED BY A CIRCUIT SEPARATE FROM TME HAI PWP- S. AN EL£CTR/CAL PERMIT M/JT BE OITAfIED FOR THIS /NsiALLATIDN. S" LOT 1♦ +35.0 +J5. : +J5 5 F4GrOf;G J' CA.: • B:+ffr TREE :Ipl iItCED :0' G.0 ACCESS COVERS MUST -BE TO FINISH GRADE 1500 GAL Ii -2D H-20 PUMP CHAMBER SEPTIC TANK WATERTIGHT AND WATERTIGHT ANDFACTORY WATERPROOFED FACTORY WATERPROOFED 6' CRUSHED STONE OR COMPACTED BASE PROFILE : NOT TO SCALE PAIn �• PYC OUTLET NYRCIRY FLOAT 181TTX! ALJEEP Ii2a ARM OW x -R CHECK PowVALrc P" 6.5 FIRST 2' TO SHALL BE SCHEDULE 40 OR p I N VL K I L L L VA I I ONS 8E LEVEL 4 PERF PIPE WATER L / NE INVERT AT BUILDING. 33.3 TEE 4 VENT PERCOLATION INVERT IN SEPTIC TANK: 3/•8 CATCH BASIN 37.6 2x !B' Nix N!N- 2' OF INVERT OUT SEPTIC TANK: 31.55 -T-- TEST PEA STONE INVERT IN PUMP CHAMBER: 31.5 P_07a4 60 - 3/4' - 1 1/2" DIA. INVERT OUT PUMP CHAMBER: 31.5 B. 4' SOLID PIPE DOUBLE WASHED STONE INVERT IN DIST. BOX: 36.85 0. INVERT OUT DIST. BOX: 36.68 5 OUTLET ?5'x 30' LEACH FIELD 923 INVERT IN LEACH FIELD: 36.5 D -BOX Yarmouthport INVERT END LEACH FIELD: 36.0 511 32.0 BOTTOM LEACH FIELD: 35.5 / ADJUSTED GROUND WATER. 30.3 O 1A LOAMY IOYR FIELD: CFW/EEK -OBSERVED GROUND WATER: 23.2 A LOAMY IOYR BOTTOM OF TEST HOLE •1: 22.0 BOUYANCY CALCULATIONS: INDEX WELL A/W 230. ZONE E 2/1 JAN 00 READIN6-25.2'. ADJ•7.1' SEPTIC TANK: DISPLACEMENT - 130.5-27.0) x II x 6 - 231 C.F. •OBSERVED GROUNDWATER LOT 14. 2/2/00 317 C.F. x 62.4 1/C.F. - 144/41. H-20 TANK - 212301 OK PUMP CHAMBER: DISPLACEMENT - (30.5-26.7) x 9 x 5.25 - I77 C.F. 177 C.F. r 62.4 1/C.F. - 110571. H-20 TANK - 14500. OK PIM• OFF - 1 TWO Plwspj \ •'\ �.�' I 1` I PUMP DE TA I L :Nor To SCALE \t \ USING 1000 GAL. PUMP CHAMBER • I \ 7 H•20. WATERTIGHT AND WATERPROOF I • ` 11 Ti.1® ` 1 � 4 DESIGN CRITERIA DESIGN FLOW: 6972 S.F. OFFICE r 75 GPD PER 10c!j 5 r £DUALS 523 GPD'OR 50.242 5.F LOT . 440 GPD/40.000 S.F. EOUAI.S 553 Gru SEPTIC TANK REQUIRED: 553 G.P.D. X 200x - 1106. UAL. SEPTIC TANK PROVIDED: 1500 GAL. SOIL ABSORPTION SYSTEM PEOUIRED, DESIGN PERC RATE ( 5 MIN/INCH SOIL TEXTURAL CLASS • I EFFLUENT LOADING RATE - 0.74 GPoly 553 GPD / 0.74 GPD/SF - 748 S.F P_UurFED PROVIDED: 25' r 30' LEACH FIELD. A -,'SO SF 750 S.F. x 0.74 GPD/SF - 555 GPO SOIL TEST PIT DATA e 1 ! DATE: DECEMBER 15. 1998 TEST BY: THOMAS McLELLAN t j +24.3 WITNESSED BY., CHARLOTTE STIEFEL / m PERC RATE: ! 2 MIN/INCH N '89- 33134'£ 46 tilot 1 MIMD Of /A6M AREA AREA WfM PLANTINGS i IfOr'D _ • . ' .. i- ` - 1 PROQ .f ED R SEA= r _s , NEW Gid/ BASIN R/N - JJ.1 \ 1 I O 2•600 GAL LEACH r I11S 874- 110rE-- PfOPGJED p;7? S F OFF,cF �SUILD/MIS Fi..Y 0.009 "rArION ^,- SHALL BE SCHEDULE 40 OR p INDICATES ' INDICATES -•W- WATER L / NE O lo'. Bo I I - GAS GATE . . PERCOLATION GAS LINE OBSERVED CATCH BASIN SCALE: UTILITY POLE W7 GUY WIRE - --- OHW OVER HEAD WIRES -T-- TEST {40.4 EXISTING SPOT ELEVATION GROUNDWATER P_07a4 PROPOSED SPOT ELEVATION EAGLE RUNOFF DIRECTION TP 1I B. ALL SEWER PIPE I N� TP 12 0. HORIZON TEXTURE COLOR 923 HORIZON TEXTURE COLOR Yarmouthport I 511 32.0 0• / 16 0 432- O 1A LOAMY IOYR FIELD: CFW/EEK .........../ .................. A LOAMY IOYR SAND 2/1 SAND 3/2 10* .......................................... 31.2 IO*_ .......... ..........._ . .. . v ` dS 2 ./ - I B SANDY IOYR B LOAMY IOYK g / LO.. 4/4 PROP 10 1 /GN L r 7 SAND. 5!D 18 • .............. ... ............ PRECAST CONCRETE AND WATERTIGHT.too 30.5 30' 3 -_ i i :i . yJs 4 C I LOAMY 2.5Y 4 C I MED -COARSE 2-SY / ' SAND 6/4 *54.0 I t• ' SAND AhD 614 1 y 42- •- 28.5 p GRAVEL / ..4 ., .: 1 I [:. C2 TIGHT C SAND �/ FINES 6 IRON s// BWIDE PAVED mor i 60 ' -...................................... 10. D -BOX is TO BE WATER TESTED TO CHECK FOR LEVEL. 2 27.0 +A '� Y C Z MED -FINE SAND 2.SY Ae rirENT i `J W/BAND COARSE 7/4 / A -- -- `-I ,' -� 96' ................................ 24.0 \yb' i ' I -. 98' C4 FINE 2,5Y 23.8 51 I SAND 7/3 1r !l. 120 1 I i I.- 22.0 1501 --' TNT )5w SAL oJ.5 1 ! DATE: DECEMBER 15. 1998 TEST BY: THOMAS McLELLAN t j +24.3 WITNESSED BY., CHARLOTTE STIEFEL / m PERC RATE: ! 2 MIN/INCH N '89- 33134'£ 46 tilot 1 MIMD Of /A6M AREA AREA WfM PLANTINGS i IfOr'D _ • . ' .. i- ` - 1 PROQ .f ED R SEA= r _s , NEW Gid/ BASIN R/N - JJ.1 \ 1 I O 2•600 GAL LEACH r I11S 874- 110rE-- PfOPGJED p;7? S F OFF,cF �SUILD/MIS Fi..Y 0.009 "rArION ^,- ?- TAPERED SECTION I RISER SECTION MEIONTS VARY SASE SECTION \ 7 fEAtZ AOO(AD � I /-' I t i 31.5 31.1 Il TS I/4' STONE •. \ .� ' , -Ek AR �'� 1 Y f ' r_ ` r 58.93' 7�,^` 414.? ru7rN N 89'33'34•£ S 89.33'34•W --------------------------------------- ------------- ----- -------------------------------------------------------- -_--••--------------------------------------------- 3?.7-----_----------------------------------------------------- ------------------------- --,z ----- 1 --- - - Sw PL%Xtra F✓15,`184 TREc5 1 TO MEET HILAR OF AN EXISTIA: 1 ---- ------ OR PROPO>£O NO WATER DATE: FEBRUARY 2. `2000 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: ( 2 MIN/INCH 4 CALIPER TREL A 3 - CALIPER TREE EVERY 20 FEET S1 T E PL A N O F_ L A N O HEAVY DUTY KETAL - -- - - � � - R!TrflN TnE SJFfER. _ FRAME A GRATE e' MIN. H2O CAST IRON FRAME AND COVER L O T / .3A A N S E'L HA L L E T T R O A D FRAME SET IN FULL RED OF MORTAR 4' MIN. PEASTONE TO FINISH GRADE BRICK AND MORTAR LEVELINO COURSE 1 /- 4 MIL POLY LIVE S T YA R MO U TI -1 , IWA TEE l' VENT f?' DIAM PIPE FLOW z a a SET ON SOLID SASE CATCH BASIN REINFORCED PRECAST CONCRETE IH -?0I 1/4 -/FT FROM BASrN 3/4--1I/2' WASHED STONE ALL AROUND LEVEL TO OTHER 12" MIN HDPE LEACHING PITS LEACHIN6 ;I, l0' MINIMUM DISTANCE BASIN BETWEEN LEACH PITS (H-20) I 6- LIAM. -T \ 4' MIN. � SfE PLAN FOR ACTUAL 1`1 LEACHING BASIIPTH DE TA'1 L NO SCALE TYPE 1-1 BITUMINOUS CONCR ETE 2' BINDER COURSE. I" TOP COURSE • . •, 8.51 DENSE GRADED CRUSHEP STONE ' OR 12' GRAVEL BASE PAVEMENT DETAIL NO SCFLE SHALL BE SCHEDULE 40 OR p C ' WATER GATE -•W- WATER L / NE O lo'. Bo I I - GAS GATE . . -G-- GAS LINE ® CATCH BASIN SCALE: UTILITY POLE W7 GUY WIRE - --- OHW OVER HEAD WIRES -T-- UNDERGROUND TELEPHONE LINE {40.4 EXISTING SPOT ELEVATION -----100---.- EXISTING CONTOUR P_07a4 PROPOSED SPOT ELEVATION EAGLE RUNOFF DIRECTION SURVEY B. ALL SEWER PIPE I N� / Y rrrPM _- 923 i N _ Yarmouthport I 511 ( 508) 362-r, i 3-' / (508) 432- 0 10 20 4:J 3 NO: -_ APPROVED EOUAL FIELD: CFW/EEK .........../ .................. ixN S,c �W ---- 9. SEPTIC TANK AND D -BOX SHALL BE REINFORCED v ` VENT ./ - I I I 77 I g / I 7 PROP 10 1 /GN L r 7 Q PRECAST CONCRETE AND WATERTIGHT.too h �� nZ•.\\ 3 -_ i i :i . yJs 4 4 G / ' *54.0 I t• ' 1 y p / ..4 ., .: 1 I [:. �/ / s// BWIDE PAVED mor i y 10. D -BOX is TO BE WATER TESTED TO CHECK FOR LEVEL. 2 t +A '� Y Ae rirENT i / / A -- -- `-I ,' -� n \yb' i ' I WI -- 51 I 1r !l. BEFORE CONSTRUCTION CALL 'DIG-. WATER DEPT. 1 I i I.- "I ' / 1 1 --' TNT )5w SAL I 1J PAVED PARKIAG SPACES / ' / J // 1 ''IN£W CATCH BASIN RIM JL? SIGN 1 -888 -DIG -SAFE AND THE LOCAL I I. 1 x5£)116 ,10•x20{ I fi �' J.:? 1� FOR LOCATION OF UNDERGROUND UTILITIES. 1 T _i ✓I PROP L ITYPJ i' I J ,- FT`s,• r7LIDNrs '. i y SOIL REMOVAL! s .. Y . ., ;� )t >?,� '� L/GNT ,' 'f'Ji D i 11 ; I ,: ..7n �. ' ' x-55 1 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE SEE M07F IS. D -BOX- . ....J.-••.:-'' , �. I , }` S' WIDE /APED TALK DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION / I PROPOSED J' CA[ f aEe // CLWB OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE 7 T TREE (111) f / �' / // I PAYED DRIVEvo DRIVE\ b CONSTRUCTION INSPECTIONS, C +26.5 PW) / / ,_ / / ZD PAYED PARKING SPACES l_-_--�- -`__ ` }`� \ , dwtER // � // tJJ.0 13. ALL UNSUITABLE MATERIAL (A A 8 HORIZONS) • . Y c LOAD/ NG zGN£ H' ® ENCOUNTERED BELOW THE INVERT OF 'THE LEACHING --- __ E - � u _ - s1. -�� J/ - �(t�R'_ i _ - - ' - -34 f j I \ y FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE .............. ` - A - i / 1 � 1 � ' O \ 1� \ Ames AREA � r {' / aAsrN Rim \ WITH TITLE S. I tJc. .., i v' I I ^a�' I \ W7sTOCLCSE I s I/ I I I - RfM - JJ I� 1w I% ENT _ . o � 1 � ! i ( I / I i 3-600 GAL LEAC 3-600 ?- TAPERED SECTION I RISER SECTION MEIONTS VARY SASE SECTION \ 7 fEAtZ AOO(AD � I /-' I t i 31.5 31.1 Il TS I/4' STONE •. \ .� ' , -Ek AR �'� 1 Y f ' r_ ` r 58.93' 7�,^` 414.? ru7rN N 89'33'34•£ S 89.33'34•W --------------------------------------- ------------- ----- -------------------------------------------------------- -_--••--------------------------------------------- 3?.7-----_----------------------------------------------------- ------------------------- --,z ----- 1 --- - - Sw PL%Xtra F✓15,`184 TREc5 1 TO MEET HILAR OF AN EXISTIA: 1 ---- ------ OR PROPO>£O NO WATER DATE: FEBRUARY 2. `2000 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: ( 2 MIN/INCH 4 CALIPER TREL A 3 - CALIPER TREE EVERY 20 FEET S1 T E PL A N O F_ L A N O HEAVY DUTY KETAL - -- - - � � - R!TrflN TnE SJFfER. _ FRAME A GRATE e' MIN. H2O CAST IRON FRAME AND COVER L O T / .3A A N S E'L HA L L E T T R O A D FRAME SET IN FULL RED OF MORTAR 4' MIN. PEASTONE TO FINISH GRADE BRICK AND MORTAR LEVELINO COURSE 1 /- 4 MIL POLY LIVE S T YA R MO U TI -1 , IWA TEE l' VENT f?' DIAM PIPE FLOW z a a SET ON SOLID SASE CATCH BASIN REINFORCED PRECAST CONCRETE IH -?0I 1/4 -/FT FROM BASrN 3/4--1I/2' WASHED STONE ALL AROUND LEVEL TO OTHER 12" MIN HDPE LEACHING PITS LEACHIN6 ;I, l0' MINIMUM DISTANCE BASIN BETWEEN LEACH PITS (H-20) I 6- LIAM. -T \ 4' MIN. � SfE PLAN FOR ACTUAL 1`1 LEACHING BASIIPTH DE TA'1 L NO SCALE TYPE 1-1 BITUMINOUS CONCR ETE 2' BINDER COURSE. I" TOP COURSE • . •, 8.51 DENSE GRADED CRUSHEP STONE ' OR 12' GRAVEL BASE PAVEMENT DETAIL NO SCFLE LEGEND p CONCRETE BOUND FO�,hD ;✓/ WATER GATE -•W- WATER L / NE O HYDRANT -0 . GAS GATE . . -G-- GAS LINE ® CATCH BASIN SCALE: UTILITY POLE W7 GUY WIRE - --- OHW OVER HEAD WIRES -T-- UNDERGROUND TELEPHONE LINE {40.4 EXISTING SPOT ELEVATION -----100---.- EXISTING CONTOUR P_07a4 PROPOSED SPOT ELEVATION EAGLE RUNOFF DIRECTION P R EPA R ED FOR ;✓/ L L O W S TREE 7- RE-. SCALE: / - - 20 FEBRUARY / 6 . 0-0 % REVISED MAY 22. EAGLE SURVEY I NO I N� 923 Routc r 1 N _ Yarmouthport MA. 02 7, 511 ( 508) 362-r, i 3-' / (508) 432- 0 10 20 4:J 3 NO: -_ 99-105 FIELD: CFW/EEK CALC: CFW/SAH CHECK CFW' ixN S,c �W ExIT> AREA CALCULATIONS: TOTAL LOT AREA • 50.242: S.F. TOTAL BUILDING AREA • 6.9725 S.F. - 14X OF SITE TOTAL PAVED AND WALK AREA - 20.4201 S.F. - 411E OF SITE TOTAL IMPERVIOUS AREA - 27.3921 S.F. • 55x OF SITE t PARKING CALCULATIONS: 'sN �,. 1 SPACE PER 200 SF OFFICE SPACE REQUIRED 6.972 SF / 200 - 35 SPACES : PROVIDED - 50 SPACES HANDICAPPED SPACES REQUIRED - 2 SPACES HANDICAPPED SPACES PROVIDED • 2 SPACES TREES REQUIRED 50/8 - 6 TREES TREES PROVIDED - 6 TREES LOCUS MAP ISSESSOR'S MAP 73 PUMP SYSTEM NOTES: ACCESS COVERS MUST BE TO FINISH GRADE Rim 1500 GAL H-20 H-20 PUMP CHAMBER SEPTIC TANK WATERTIGHT AND WATERTIGHT ANDFACTORY WATERPROOFED FACTORY WATERPROOFED 6' CRUSHED STONE OR COMPACTED BASE PROFILE : NOT TO SCALE 0' MINIMUM COVER FIRST 2' TO 1. PUMPS To XE NYERS RESIDENTIAL SEWAW PUMP YOOEL SRW OR EQUAL. 4' PVC INLET I NVL K I ELEVATIONS 0' BE LEVEL 4' PERE PIPE tETBACKS : FRONT - 30', SIDE - 10'. REAR - 30' INVERT AT BUILDING: 33.3 TEE A VENT INVERT /N SEPTIC TANK. 31.8 I 37.6 2x la• YIN MIN. ?" OF INVERT OUT SEPTIC TANK: 31.55 Id as PEASTONE - INVERT /N PUMP CHAMBER: 31.5 ... ...................... 31.2 374' - 1 112" DIA. INVERT OUT PUMP CHAMBER: 31.5 36.68 4' SOLID PIPE DOUBLE WASHED STONE INVERT IN DIST. BOX: 36.85 B 414R THE AMNRFACTWIER'S SPECIFICATIONS AND TITLE VREPALATIONS. INVERT OUT DIST. BOX: 36.68 5 OUTLET 25'x JO' LEACH FIELD U TOP C.CRSE INVERT IN LEACH FIELD: 36.5 D -BOX •'i LOAMY INVERT END LEACH FIELD: 36.0 •4 SE DISCOMECTED AAD LIFTED OUT OF THE PLw Ch"CR WITAWI > ~S p BOTTOM LEACH FIELD: 35.5 OR 12' GRAVEL BASE 18' ..................................I..... ADJUSTED GROUND WATER: 30.3 30' .............. I -OBSERVED GROUND WATER: 23.2 THE ALARM SHALL START AT TRE ELEVATION -NOM AM SF A CIRCUIT SEPARATE FROM DE PW MRCR- PUMP DETAIL :Nor To SCALE PROPOSED SPOT ELEVATION BOTTOM OF TEST HOLE WI: 22.0 BOUYANCY CALCULATIONS: a INDEX WELL A/W 230. ZONE E US/No I000 GAL. PLWP CHAMBER 2.5Y / JAN 00 READIN6-25.2'. ADJ-7.1' SEPTIC TANK: DISPLACEMENT - 130.5-27.01 x 11 x 6 - 231 C.F. -OBSERVED GROUNDWATER LOT 14, 2/2/00 317 C.F. x 62.4 r/C,F. - 144141p. H-20 TANK - 21230. OK PUMP CHAMBER: DISPLACEMENT - 130.5-26.71 x 9 x 5.25 - 177 C.F. 177 C.F. It 62.4 •1C.F. - 11057#. H-20 TANK - 14500. OK !ONING DISTRICTS. AED 6 APD. MIN FRONTAGE - 100' 1. PUMPS To XE NYERS RESIDENTIAL SEWAW PUMP YOOEL SRW OR EQUAL. 4' PVC INLET VALVE PVC OUTLET 0' HORIZON TP r2 TEXTURE LOAMY tETBACKS : FRONT - 30', SIDE - 10'. REAR - 30' 2. THE PUMPS SHALL ALTFRMATF AND START AND JTO/ AT lrE ELEVATIONS RERC01' FLOAT Irl rrSEJ SUP O/A LOAMY IOYRA I fAX/MUM SITE' COVERAGE - 15X UNLESS ARTIFICIAL RECHARGE I SHORN. THE LAO PUMP SHALL START REN THE ALAW STARTS. ALAON w_t RA . J/2 'OR EXCESS RUNOFF IS PROVIDED. IO' Mw 6N �p 1E ... ...................... 31.2 l0' 'LOOD ZONE C. MAP 250015 0003 C. DATED 6/17/86 J. THE PUMPS SHALL EE INSTALLED /N STRICT CO,FORMACE DTH e•S 35 1 GAS LINE ) B 414R THE AMNRFACTWIER'S SPECIFICATIONS AND TITLE VREPALATIONS. 0 B LOAM 2' BINDER COURSE. I' U TOP C.CRSE �0. PW DISCHARGE SMALL SE 2 110ES PW' SNOLLO SE AXLE TO PUMP OFF •'i LOAMY ---- OHW GENERAL No TEs • •4 SE DISCOMECTED AAD LIFTED OUT OF THE PLw Ch"CR WITAWI > ~S p i - ��= � y �,' .�� OR 12' GRAVEL BASE 18' ..................................I..... wvrwo TD FR!TFR TRE ►Lw ourER. 30.5 30' .............. I 1. PROPERTY LINE INFORMATION WAS COMPILED FROM R THE ALARM SHALL START AT TRE ELEVATION -NOM AM SF A CIRCUIT SEPARATE FROM DE PW MRCR- PUMP DETAIL :Nor To SCALE PROPOSED SPOT ELEVATION Cl LOAMY 2.5Y AVAILABLE PLANS AND DEEDS OF RECORD AND DOES a POWERED RY US/No I000 GAL. PLWP CHAMBER 2.5Y / NON THE GROUND SURVEY. NOT REPRESENT AN ACTUAL S. AN ELECTRICAL PERMIT MUST SE ORTAIAED FOR THIS IKITALLATIOK. H-20. WATERTIGHT AND WATERPROOF I SAND AhD 674 � 42' ................ 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. 28.5 stn Lor +4 GRAVEL SEE SITE PLAN. TIGHT C SAND tJ2 9_ 3. NO DETERMINATION HAS BEEN MADE AS TO F1 NES 6 IRON - \ COMPLIANCE W/TN DEED RESTRICTIONS OR ZONING 60' i 27.0 REGULATIONS. IT SHALL REMAIN THE CLIENTS Frs6 t ' i RESPONSIBILITY SPECIAL PERMITS. TO OBTAIN ALL PER.+J5.--- C3 MED -FINE SAND 2.5Y TPPr� _,- PERMITS. VARIANCES ETC. FOR THIS PROJECT. I W/BAND COARSE 7/4 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY \ t i �`• _ _ -_ _ TO HAVE THE PROPOSED BUILDING FOUNDATION 96' .................... 24.0 DESIGNED TO ACCOUNT FOR THE EXISTING GRADE l- •t 98' AND SOIL CONDITIONS AT THE LOCATION OF THE F1 NE 2.5Y 23. B PROPOSED BUILDING. ' SAND 773 o 5. ALL STORMWAT£P RUNOFF FROM IMPERVIOUS AREAS - - - - S _--, f oa TO BE CONTAINED ON S / TE. ' FRvos:c J, a. : •tR _ _ _ l Sc -'t - - L S.+F£R i ' MA CONSTRUCTION METHODS AND TERIALS AND ivECED iJ' O C / N 89.11 34'E 406. B � ` SJ. a \i �`, yt L 6. ALL NEOF THE SEPTIC SYSTEM SHALL 9,41 NTENA C - o _ t7i1 h LOO' a I TO MASS. D.E.P. TITLE 5 AND LOCAL o' "�+ -_ - - -D -- ARE. .ITN P PINGS A ~ LR~ AREA MN �) CONFORM BOARD OF HEALTH REGULATIONS. ^ It - 'l FROS R � IRO•'0 I TI" DESIGN CRIIER1%= DESIGN FLOW: 6972 S.F. OFFICE x 75 GPD PER IOLIu i r EOUALS 523 GPD'OR 50.241 S.F. Lor . 440 GPD/40.000 S.F. EQUALS 553 GPU � SEPTIC TANK REQUIRED: 553 G.P.D. X 2002 - 1/Oc; GAL, SEPTIC TANK PROVIDED: IS00 GAL i SOIL ABSORPTION SYSTEM r'EOUIRED. i DESIGN PERC RATE l 5 MIN/INCH SOIL TEXTURAL CLASS • I EFFLUENT LOADING RATE - 0.74 GPDIbW 553 GPD / 0.74 6PD7SF - 748 S.F. ifiuu,NEo PROVIDED: 25' A 30' LEACH FIELD. A -75u :i" 750 S.F. x 0.74 GPD/SF • 555 GPD SOIL TEST PIT DATA INDICATES INDICA TES PERCOLATION OBSERVED TEST GROUNDWATER 0 HORIZON TP #1 TEXTURE COLOR 32.0 0' HORIZON TP r2 TEXTURE LOAMY COLOR IOYR - 30.0 16, O/A LOAMY IOYRA I SAND 2/1 I REVISED MAY SAND J/2 SURVEYING, IO' ........ . ... ...................... 31.2 l0' ....... GAS GATE . . ` F 35 1 GAS LINE ) B 414R CONCRETE 0 B LOAM 2' BINDER COURSE. I' U TOP C.CRSE �0. UTILITY POLE W/ GUY n RE LOAMY ---- OHW - OVER HEAD WIRES •4 SANDY 578R UNDERGROUND TELEPHONE LIKE �,' .�� OR 12' GRAVEL BASE 18' ..................................I..... _ 30.5 30' .............. I CFW,%SAH CHFCK: CFO ti'N 35 5 PROPOSED SPOT ELEVATION Cl LOAMY 2.5Y a CI MED -COAifSE 2.5Y o to 20 4� SAND 614 SAND AhD 674 42' ................ .................... ..... 28.5 GRAVEL TIGHT C SAND F1 NES 6 IRON 60' --- ,C� 27.0 C3 MED -FINE SAND 2.5Y W/BAND COARSE 7/4 96' .................... 24.0 l- 98' CLI F1 NE 2.5Y 23. B �- SAND 773 120- ' 22.0 150' L 23.5 �' LI(♦,r 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER i Rt -R CATCH YXIN cR S�=A'E� - Wrr - S3.M 1 1 AREAS SUBJECT TJ VEMIC"AR -RAI FIC -- Jr 0 - 1 Trw+ 3' IN DEPTH SHALL BE CAPABLE OF WITH- � I -At x600 GAL LEACH / . 1 STANDING H-20 WHEEL LOADS. O - PRucsED e:rA s F OFF.cr�SllrcD/wD g '�' � -., _ __ _ F,.. S+ r. Jot E.Lu nO+ • �5.5 \ / "d P'n I'� ' % / �� - -- - / OD B. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR C / ,M . 20 I - _ J / Y ---- APPROVED EQUAL. .........�................. rm, �� ` /f i TT` / • '-I g, SEPTIC TANK AND D -BOX SHALL BE REINFORCED 'T e ` VENT s , I r ,1 I PRECAST CONCRETE AND WATERTIGHT. % J uGNt S' RIDE PAYED MLA 734 0 10. D -BOX IS TD BE WATER TESTED TO CHECK FOR LEVEL. z �1 \i Js / j i o Y ./' -- rr WirFNr Il. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. �}L ; _ Tu2 �� 13 PAVED PARKING SPACES ! ' ! 'INET CATCH eAsfN 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. 1 ;Io . 201.: PSEPTICT -I / PROP % I (TYPI I✓L IGNTS FOR LOCATION OF UNDERGROUND UTILITIES. 1 1 ' (' , 5 0 r I / I SOIL RFllOYALI .� p_XOK 34 4 s-- }' SJ. LrLrrr a 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE :........... .... ..... ), s• RIME PAYED WALK SEE NOTE IS. / �. I 4. , DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION CUR �' ( PxOros£D J' uulER / OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE PREF !r/pl /,' �� '''/ /'� 1 _ O CONSTRUCTION INSPECTIONS. / PARKING SPACES -__-- PAYED DRIVE PW 2M PAYED PARKIN y, 1 +36.5s fi.6YEK / /, 'woi�I / f-----.-- i CE N 13. ALL UNSUITABLE MATERIAL fA 6 B HORIZONS) LOADING ENCOUNTERED BELOW THE INVERT OF THE LEACHING - _ __- Y FACILITY TO BE REMOVED FOR A DISTANCE OF 5''-7 _..-........ I s4 s 26 AROUND AND REPLACED WITH SAND IN ACCORDANCE DOPSYESASEA ( . - I i / \ ,/ p£rbA33, wsrN WITH TITLE 5. i/STOC7raaE +J6 o- i / I 1 I ^ti 1� ' FEKZ AlO1J0 I i /„o i I I I / I Al - JJ`\ J-600 GAL LfAC MH I%YFNT \ !'J' , �i�• 34.511 34.4 1I rs R/4 $ TONE ER ARA v, � } r I �� Y 1 . 58.93' ,-- 1'414.2 / IS-89'33 34'W----- --------------------- ------------------�------------ - -- ^-- -- ----------- - - - - -P -- -- - /' 1. y i v - Ja.r --------------------------------------- - - --- -- -c----- - ------ ------ - -- - £//SNAG rP.EES rO MEET drLAN CF AN ExIST!h; vGE NO WATER DATE: FEBRUARY 2. 2000 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: e 2 MiN/INCH 4' CALIPER TNCL OR A PRO 3 r fAllPER TRCC c -✓ERY 20 FEET -5 / T EPL A /V OF L A /VZD HEAVY DUTY PETAL _�� -'� N!7rriN TnE SOFFFR. _ _ it �FeAAE t GRATE MIN. HT N E O CAST IRON FRAME AND COVER _ L O / 3A A S EL HA L LE T T R 0.4 O FRAME SET IN FULL RED of MORTAR 4' MIN. PEASTONE TO F!!VlSk GRADE BRICK AAD MORTAR LEVELING COURSE ) �. MIL POLY LIVE S T Y,4 f?MO U TH . M,I►=1 . 2' TAPERED SECTION 4e TEE RISER SECTION I' VENT I2' DIAY PIPE FLOW wi OPTS VARY ,�- SASE SECTION SET ON SOLID SASE PATrll Re.SIN R£IIFORCED PRECAST CONCRETE IH -201 1 /4'7FT- FROM BASIN 374•-11/2' WASHED STONE ALL AROUND LEVEL TO OTHER 12' MIN HDPE LEACHING PITS LEACHING „ 10' MINIMUM DISTANCE BASIN BETWEEN LEACH PITS Err -201 I 1 1 I 6' DIA NM 4YIN I S££ PLAN fOR ACTUAL r!D' LEACHING BAS INTH DETA'I L ND SCALE DATE: DECEMBER 15. 1998 O W S TEST BY., THOMAS MCLELLAN LEGEND WITNESSED BY: CHARLOTTE STIEFEL SCALE: PERC RATE: l 2 MIN/INCH ® CONCRETE BOUND FOLhD 16, I WATER GATE I �' LI(♦,r 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER i Rt -R CATCH YXIN cR S�=A'E� - Wrr - S3.M 1 1 AREAS SUBJECT TJ VEMIC"AR -RAI FIC -- Jr 0 - 1 Trw+ 3' IN DEPTH SHALL BE CAPABLE OF WITH- � I -At x600 GAL LEACH / . 1 STANDING H-20 WHEEL LOADS. O - PRucsED e:rA s F OFF.cr�SllrcD/wD g '�' � -., _ __ _ F,.. S+ r. Jot E.Lu nO+ • �5.5 \ / "d P'n I'� ' % / �� - -- - / OD B. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR C / ,M . 20 I - _ J / Y ---- APPROVED EQUAL. .........�................. rm, �� ` /f i TT` / • '-I g, SEPTIC TANK AND D -BOX SHALL BE REINFORCED 'T e ` VENT s , I r ,1 I PRECAST CONCRETE AND WATERTIGHT. % J uGNt S' RIDE PAYED MLA 734 0 10. D -BOX IS TD BE WATER TESTED TO CHECK FOR LEVEL. z �1 \i Js / j i o Y ./' -- rr WirFNr Il. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. �}L ; _ Tu2 �� 13 PAVED PARKING SPACES ! ' ! 'INET CATCH eAsfN 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. 1 ;Io . 201.: PSEPTICT -I / PROP % I (TYPI I✓L IGNTS FOR LOCATION OF UNDERGROUND UTILITIES. 1 1 ' (' , 5 0 r I / I SOIL RFllOYALI .� p_XOK 34 4 s-- }' SJ. LrLrrr a 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE :........... .... ..... ), s• RIME PAYED WALK SEE NOTE IS. / �. I 4. , DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION CUR �' ( PxOros£D J' uulER / OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE PREF !r/pl /,' �� '''/ /'� 1 _ O CONSTRUCTION INSPECTIONS. / PARKING SPACES -__-- PAYED DRIVE PW 2M PAYED PARKIN y, 1 +36.5s fi.6YEK / /, 'woi�I / f-----.-- i CE N 13. ALL UNSUITABLE MATERIAL fA 6 B HORIZONS) LOADING ENCOUNTERED BELOW THE INVERT OF THE LEACHING - _ __- Y FACILITY TO BE REMOVED FOR A DISTANCE OF 5''-7 _..-........ I s4 s 26 AROUND AND REPLACED WITH SAND IN ACCORDANCE DOPSYESASEA ( . - I i / \ ,/ p£rbA33, wsrN WITH TITLE 5. i/STOC7raaE +J6 o- i / I 1 I ^ti 1� ' FEKZ AlO1J0 I i /„o i I I I / I Al - JJ`\ J-600 GAL LfAC MH I%YFNT \ !'J' , �i�• 34.511 34.4 1I rs R/4 $ TONE ER ARA v, � } r I �� Y 1 . 58.93' ,-- 1'414.2 / IS-89'33 34'W----- --------------------- ------------------�------------ - -- ^-- -- ----------- - - - - -P -- -- - /' 1. y i v - Ja.r --------------------------------------- - - --- -- -c----- - ------ ------ - -- - £//SNAG rP.EES rO MEET drLAN CF AN ExIST!h; vGE NO WATER DATE: FEBRUARY 2. 2000 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: e 2 MiN/INCH 4' CALIPER TNCL OR A PRO 3 r fAllPER TRCC c -✓ERY 20 FEET -5 / T EPL A /V OF L A /VZD HEAVY DUTY PETAL _�� -'� N!7rriN TnE SOFFFR. _ _ it �FeAAE t GRATE MIN. HT N E O CAST IRON FRAME AND COVER _ L O / 3A A S EL HA L LE T T R 0.4 O FRAME SET IN FULL RED of MORTAR 4' MIN. PEASTONE TO F!!VlSk GRADE BRICK AAD MORTAR LEVELING COURSE ) �. MIL POLY LIVE S T Y,4 f?MO U TH . M,I►=1 . 2' TAPERED SECTION 4e TEE RISER SECTION I' VENT I2' DIAY PIPE FLOW wi OPTS VARY ,�- SASE SECTION SET ON SOLID SASE PATrll Re.SIN R£IIFORCED PRECAST CONCRETE IH -201 1 /4'7FT- FROM BASIN 374•-11/2' WASHED STONE ALL AROUND LEVEL TO OTHER 12' MIN HDPE LEACHING PITS LEACHING „ 10' MINIMUM DISTANCE BASIN BETWEEN LEACH PITS Err -201 I 1 1 I 6' DIA NM 4YIN I S££ PLAN fOR ACTUAL r!D' LEACHING BAS INTH DETA'I L ND SCALE PREPARED FOR -�I/ L L O W S TREE LEGEND . Tr SCALE: / ` - 20 ® CONCRETE BOUND FOLhD 16, ® WATER GATE REVISED MAY -W- WATER LINE SURVEYING, O HYDRANT © GAS GATE . . --G- GAS LINE ) TYPE !-I BITUMINOUS CONCRETE 0 CATCH BASIN ` - 2' BINDER COURSE. I' U TOP C.CRSE �0. UTILITY POLE W/ GUY n RE $TONE ---- OHW - OVER HEAD WIRES •4 8.5' DENSE GRADED CRUSHED -T- UNDERGROUND TELEPHONE LIKE �,' .�� OR 12' GRAVEL BASE ( 508) +40.4 EXISTING SPOT ELEVATION ? N0: 99-105 FIELD: CFW/EEK --�-100- EXISTING CONTOUR CFW,%SAH CHFCK: CFO ti'N 4 4 PROPOSED SPOT ELEVATION PAVEMENT DETAIL. a RUNOFF DIRECTION NO SL-PLE o to 20 4� PREPARED FOR -�I/ L L O W S TREE T RE . Tr SCALE: / ` - 20 FEBR(JAR Y 16, REVISED MAY EAGLE SURVEYING, IN 923 Route t;N. ` - Yarmouthport MA. 02 t"?a /1`1/ I 508) 362-t-, ' 31- ( 508) 432--f_�:5 ;_S _ ? N0: 99-105 FIELD: CFW/EEK CALC: CFW,%SAH CHFCK: CFO ti'N / EXIT AREA CALCULATIONS: N TOTAL LOT AREA - 50.242= S.F. TOTAL BUILDING AREA • 6.972s S.F. - 149 OF SITE TOTAL PAVED AND WALK AREA - 20,410: S.F. - 4/x OF SITE c TOTAL IMPERVIOUS AREA - 27.391: S.F. - 55x OF SITE O yW PARKING CALCULATIONS: LOCU yaC 1 SPACE PER 200 SF OFFICE SPACE REQUIRED 6.972 SF / 200 - 35 SPACES PROVIDED - 50 SPACES S� HANDICAPPED SPACES REQUIRED - 2 SPACES e� HANDICAPPED SPACES PROVIDED - 2 SPACES TREES REQUIRED 50/8 - 6 TREES TREES PROVIDED - 6 TREES LOCUS MAP ASSESSOR'S MAP 73 PUMP SYSTEM NOTES: ZONING DISTRICTS. AED 6 APD. MIN FRONTAGE - 100' 1. runs TO BE MYERS RESIDENTIAL SEWAGE PLSW YODEL SAW OR EQUAL. T ACKS FRONT . 30' SIDE • 10' REAR • 30' 4' rvc INLET rAtlR vrc ourLEr ACCESS COVERS MUST BE TO FINISH GRADE ' SAFFLEW 1500 GAL H-20 HH -20 PUMP CHAMBER SEPTIC TANK WATERTIGHT AND WATERTIGHT AND FACTORY WATERPROOFED FACTORY WATERPROOFED 6' CRUSHED STONE OR COMPACTED :BASE ,:.. PROF I L E : NOT TO SCALE FIRST TO 4' PERF PIPE O INVERT EL E VA T I ONS : DESIGN CRITERIA: BE LEVEL EL PROVIDED: 25' r 30' LEACH FIELD. A-754 SF SEPTIC TANK: DISPLACEMENT - 130.5-27.0) r 11 R 6 - 231 C.F. -OBSERVED GROUNDWATER LOT 14, 2/2/00 750 S.F. TEE 1 TENT TYPE 1.1 BITUMINOUS CONCRETE'S£ INVERT AT BUILDING: 33,3 DESIGN FLOW: ?' BINDER COURSE. 1' TOP COURNf 37.6• UTILITY POLE W/ GUY WIRE INVERT IN SEPTIC TANK: 31.8 6972 S.F. OFFICE R 75 GPD PER 1000 S.F. DA TA e 2x.-.� Is,MININVERT MIN. 2' OF OUT SEPTIC TANK: 31.55 EQUALS 573 GPD'OR 50.241 S.F. LOT GRAVEL BASF +40.4 EXISTING SPOT EL£VAT101r OR 12' , EXISTING CONTOUR PEASTONE INVERT IN PUMP CHAMBER: 3f.5 440 GPD/40.000 S.F. EQUALS 553 6PD a 3/4' - 1 1/2' DIA. INVERT OUT PUMP CHAMBER. 31.5 0 to 20 ' � 4' SOLID PIPE -1 DOUBLE WASHED STONE INVERT IN DIST. BOX: 36.85 SEPTIC TANK REQUIRED: CFW/SAH CHUCK: CF,r INVERT OUT DIST. BOX: 36.68 553 G.P.D. X 200V - f10t; CAL, 5 OUTLET 25'R 30' LEACH FIELD INVERT IN LEACH FIELD: 36.5 SEPTIC TANK PROVIDED: 1500 GAL. D -BOX INVERT END LEACH FIELD: 36.0 SOIL ABSORPTION SYSTEM F'f0UlRED: BOTTOM LEACH FIELD: 35.5 DESIGN PERC RATE ( 5 MIN/INCH ADJUSTED GROUND WATER: 30.3 SOIL TEXTURAL CLASS - I -OBSERVED GROUND WATER: 23.2 EFFLUENT LOADING RATE - 0.74 GPD/5F BOTTOM OF TEST HOLE W1: 22.0 553 GPD / 0.74 GPD/SF - 748 S.F. REQu1xED CALCULATIONS: INDEX WELL AIW 230. ZONE E O HYDRANT .,BOU.YANC.Y JAN 00 READING -25.2'. ADJ-7. 1' PROVIDED: 25' r 30' LEACH FIELD. A-754 SF SEPTIC TANK: DISPLACEMENT - 130.5-27.0) r 11 R 6 - 231 C.F. -OBSERVED GROUNDWATER LOT 14, 2/2/00 750 S.F. R 0.74 GPD/SF - 555 GPD 3/7 C.F. K 62.4 W/C.F. - 144/41, H-20 TANK - 21230. OK TYPE 1.1 BITUMINOUS CONCRETE'S£ ® CATCH BASIN l PUMP CHAMBER: DISPLACEMENT - (30.5-26.7) R 9 K 5.25 - 177 C.F. ?' BINDER COURSE. 1' TOP COURNf -a UTILITY POLE W/ GUY WIRE 177 C.F. x62.4 W/C.F. - 1f057r, H-20 TANK- 14500. OK SOIL TES T PIT DA TA e =I'. bm INDICATES V INDICATES SE B MAXIMUM SITE COVERAGE • 15% UNLESS ARTIFICIAL RECHARGE 1. TME PWrS SMLLL ALTFRANTE AND START AND STOP AT TW ELEVATIONS ,YRLL►r Fear Rrlron REE► PERCOLATION OBSERVED SNDpj, TME LAS ►UW STALL START PEW TIE ALARM STARTS. •AXE TEST GROUNDWATER FOR -EXCESS RUNOFF IS PROVIDED. AtAaY FLOOD ZONE C. MAP 250015 0003 C. DATED 6//7/86 s. THE rlwS STALL sE /YSULLED IN sTRrcr cawatMYKi RITN Am ON VALVE THE AANWACTURER'J SPECIFICATIONS AND TITLE V REYLArIONS. 6,6 - TP •! TP �? PLW DISCHARGE STALL Of 7 INCWS. PLY' P&AD /f A" TO - PLR) OFIi GENERAL NO TES • RE DISCONRECTEO AND LIFTED our OF TME PAW 0"IR FITNDUT Tn „Ar, HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR IAVIYR To NTER TIE PLW CMAMNEK. .. - \ , �`o1A 32. o o' 36.4 LOAMY IONS LOAMY IONS 1. PROPERTY LINE INFORMATION WAS COMPILED FROM I SAND / I. 71E ALARM SMALL START Ar TI,f ELEVATION SNgSM AND BE , t SAND J 2 AVAILABLE PLANS AND DEEDS OF RECORD AND DOES PORERED or A CIRCUIT SEPARATE FROM TIE PW POSER. PUMP DETA /L : Not To SCALE \\ i 10 J5.1 \..................................... 31.1 !0 ............................. .._ NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. USING 1000 GAL. PUMP CHAMBER I ` ND 14 AN /e S. AN ELECTRICAL PERMIT MOST Ri oITA/AE0 FOR THIS INSTALLATION. i , p SANDY R CJ D LOAMY JOYk H-20. WATERT/OMT AND WATERPROOF I `. IB LOAM 4/4 D 2. VERTICAL DATUM I$ NGVD. FOR BENCH MARKS SET, 1 \ / " C'�"" 30.5 30 33 5 5 SEE SITE PLAN. &TP LOT 14 ; ; \ - t - fl \ SANDY 6/4Y C I MED -COARSE ?. Sr • ^` - \ SAND AND 614 28.5 GRAVEL J. NO DETERMINATION HAS BEEN MADE AS TO \\ +� \\ ,\ I tl `` _ - _ _ _ _ _` .r C2 TIGHT C SAND COMPLIANCE WITH DEED RESTRICTIONS OR ZONING r \ - - ' ' I REGULATIONS. IT SHALL REMAIN THE CLIENTS \ FINES 6 IRON RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL +JJs / C3 MW +Js .� � ED -FINE SAND 2 SY PERMITS. VARIANCES ETC. FOR THIS PROJECT. --------- rP 6 •• q 1 1 •! 9 � ? 0 4, IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY \ t r F. 2 SY \ 1 i 9B' C4 SAND 7/3 ?3.B TO HAVE THE PROPOSED BUILDING FOUNDATION ` 1 r - _ _ _ _ DESIGNED TO ACCOUNT FOR THE EXISTING GRADE 1Js.o _ _ 120 - 22.0 150 2J S �� � � /' NO WATER AND SOIL CONDITIONS AT THE LOCATION OF THE ` ti PROPOSED BUILDING. ---- ' 1 � � DATE: DECEMBER 15. 1998 DATE: FEBRUARY 2. 2000 ` \ �' TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS 5. ALL STORMWATfR RUNOFF FROM IMPERVIOUS AREAS 1 t r "1'J4.J n WITNESSED BY: CHARLOTTE STIEFEL WITNESSED BY: AMY VONHONE I PERC RATE: C 2 MIN/INCH TO BE CONTAINED ON SITE. FRciasiD s- u.: PF. - - " " - - - _ ✓TER TRF: urFr --K• � "----_ -----_ ' S � � � PERC RATE: l 2 MIN/INCH iPAsD IJ' G.C. ,,''\� l �.' \. O. 6. ALL CONSTRUCTIO11 METHODS AND MATERIALS AND _ . _ N 89•J3'34'E ~ ` ' MAINTENANCE OF THE SEPTIC SYSTEM SHALL 406. B' s3•Q J3 .A _ _ CONFORM TO MASS: D.E.P. TITLE 5 AND LOCAL - _ , tog" � ! Y _ " o - �•'r MLOED OR LAO AK/ AREA rI M I1 )NGS W I I BOARD OF HEALTH REGULATIONS. . J. ` - 1 LRD $FD R 3 R 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER NEW CA IAS IN AREAS SUBJECT 70 YEw ICOLAD TRAFFIC CR „PEATE� RIY iJ.1 I Y THAN 3' IN DEPTH S'AAtL BE CAPAR.E G- WITm- !J, I _, i T STANDING H-20 WHEEL LOADS. ? ADo GAL LEACH _ I I ' , O ` � ►In R�4' slarC" P.wuEO 6:/A s F OFFiCE�rLDfN(I \\ r � � IE !JJ -- _ ---- s,.. R+F.aar 6curlw-.js.s \ % ^`dr, ,, i� %• 1. B. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR C i� IR.° 1 I- " _ I ' I • I ' 1 "' SO APPROVED EQUAL. 3 ....... j .................. i" rTrrl 9. SEPTIC TANK AND D -80X SHALL BE REINFORCED a PRECAST CONCRETE AND WATERTIGHT. „ `\ TENT /; y35 PRor D r L IGHr I L r.. i' I 10. D BOX IS TO BE WATER TESTED TO CHECK FOR LfVfL. + i ! ' TJ/.s a ��� r L�� s' WIDE TAPED MMK F3,.D I ,' ` y z A +J/y r ; i i : ' Y 11. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. �6' I 1 i i rr.S I i s.2 1 + �� I / i D l I 13 PAYED PARKING SPACES I / \ I 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. nO0 GAL J NEW CATCH BASIN FOR LOCATION OF UNDERGROUND UTILITIES. ' ' ASEPTIC T r J ``� ' 10 r 20 : / I RIM • s1.2 L I .,.< I r PROP ID / rrr/J i I r ' . `, % SO J4 2 ,\ I r SOIL REYOYAI-.5. .1 �•i �.: IfONT 3' J ' �,-'_T'7f.' ' 1?. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE0•10X - f •- I �� Y J.D ! I > \ i I _ R/L IGHFS i 4.15 j r Asa SEE NOTE !J. ' , ?, I % r,' S' TIRE PAYED )ALX , I 1 1 ' DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION , , / r- OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE r (�L I PROPOSED J C4L:PER i cuRW � � rr7Kw. TREE rrFp! CONSTRUCTION INSPECTIONS. �� JNA ��'! FUI r / i' I \ o PAVED OR/Y£ \ ' •}J6.S L71AI�Q , � ,� 20 MYfO MRK) NO STALES -- -„ \\ m 13. ALL UNSUITABLE MATERIAL (A A B HORIZONS) w LOADING ��tJJ ° - - - - -� ru ENCOUNTERED BELOW THE INVERT OF THE LEACHING --- > 2oNF �� ' ��}� - - - - - - - \� E ----ziG�Eli_ - _ L==i+ _ TfiR'- - - �.�: - - - - 3.. L T T,\� FACILITY TO BE REMOVED FOR A DISTANCE OF 5' as AROUND AND REPLACED WITH SAND IN ACCORDANCE 46 1 _ \ �\ " WITH TITLE 5. &W5 ME AREA { ��/J wt" �`�� ! O . • tla.Y I - ' �,�/ j'IIM SA f \r,\ \` ' ,` / •'Z .. .. J I i I `p � S N FD" AROLLD i hn I / /Y . SSI AYf W%TENT R [� ^ UF5 01 i 34.5 34.4 r I \ PIt$Or/I' STONE\ ✓L% C E(S i -i 71� V, ,� �'Y• ; ILEA , r 1 �'1 i ., \ ..� \� '1 IIv I W /71 Y I + I j 5B. 93' %. f' . G✓ 4 4.2 AN u✓a. N B9'J3'34'E _} K S 89'33'34'W r � •_�' • L EL -3s.,1 _ _ ------------------------------------,------------.r-- ---- --------------- ----'----- ----- ,--- - - - .a. J?.7 ----- - . _ _ .SWPLryFr:Y E:IfsriNci rr.'id5 - __-_ TO MEET HrLAR CF Ah EXIST:h4 _ _-- 4• CALIPER TACE OR A PROPGSFD „ HEAVY. DUTY METAL -_+- - J' CALIPER TRCE EVERY 20 FEET FRAME A GRATE - - "' R/TH,P/ rhE BJFFER. -51 T E P L A /V O F L A /VCS 8' MIN. H?0 CAST IRON FRAME AND COVER FRAME SET fN FULL SED OF MORTAR 4- MIN. PEASTONE TO FINISH GRADE _ LOT / .3.4 A •SEL HA L L E T T R 0.4 p -T- SRICX AND MORTAR LEVELING COGRSE 4 MIL POLY - - WE S T YA RMO U 7-,"/. MA . 2' TAPERED REcrNav 1 /4 -TFT•• LEVEL TO OTHER P RE -PA R EO FOR Ae• FROM BASIN !Z' MIN HDPE LEGEND TEE LEACHING PITS / / RISER SECTION I• VENT 12' DIAN PIPE FLOW 3/4'-11/2' WASHED 0 CONCRETE BOUND FOUND /11,lL L OW STREET R E , I- rte LEACHING ;� !0' MINIMUM DISTANCE � WATER GATE HEIGHTS VARY STONE ALL AROUND BASIN BETWEEN LEACH PITS -W- WATER LINE SCAL E _ WE SECTION (H-20) 1 ? REINFORCED PRECAST CONCRETE 6 ' D I AY. a IM -201 4' YIN. SEE PLAN FO? ACTUAL ■)DTH LEACHING BASIN DETA*I L SET ON SOLID VASE NO SCALE O HYDRANT /6. .2c�0/ (Q • GAS GATE .. REVISED MAY 22. 2L>o r -G- GAS LINE TYPE 1.1 BITUMINOUS CONCRETE'S£ ® CATCH BASIN l ?' BINDER COURSE. 1' TOP COURNf -a UTILITY POLE W/ GUY WIRE --- - OHW - OVER HEAD WIRES , =I'. 8.5' DENSE GRADED CRUSHED $TO• -T- UNDERGROUND TELEPHONE LINE Yarmouthport , (508) GRAVEL BASF +40.4 EXISTING SPOT EL£VAT101r OR 12' - - --100,_- EXISTING CONTOUR I 4 PROPOSED SPOT ELEVATION PAVEMENT DETAIL a RUNOFF DIRECTION NO SOLE 0 to 20 ' � FEBRUARY /6. .2c�0/ REVISED MAY 22. 2L>o r EAGLE SURVEY I NG IN , 923 Route t.+ Yarmouthport , (508) MA. 02E 1 362-b1_'., ( 508) 432-t5;.-.'; v; J03 N'G 99-105 1 FIELD: CFW/EEK CALC: CFW/SAH CHUCK: CF,r - a My.. T o y , i1 O . Y 2 y \II ' ^\ ol..nl o."a"."ban ti -Inn m .Y - +12 y� 2na � o 'e o Y O` C) h 2 ` A m 11 m R1 � r n A r nO O a O r L O Y U A A r+l r r 2fioY *+Immo o fifi- o�A Ivnift o Rl 2 h r-.. 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A H m N 2zn n5 0 0 n azt > Q.u'42, nn at f�Orn rn a O r n o A b ry, Q, 0 m y C o O to i to r cn r n y w 1,1�, { - O o rn2 O C Cq O M /•� Z O O. O O k Z O 0 14 az ii 2+.1 m rfi-no -c -c C • r �,� ,CA t^m o o m m e 2 0 2moo 1 \ n N X11 0 0 L7 n= o0 So-' oa n� o� tp lb 'r2�1 ain: m�: 'O' r yO 2 m Lan A n e o A'n O k O ro m ti w w Ln a o c ?l In In N O A y fi ASSESSORS MAP 73 PUMP SYSTEM NOTES: ZONING DISTRICTS, AE17 A APD, MIN FRONTAGE - /00' 1 , PUMPS To BE MYERS RESIDENTIAL SEWAGE f(AfP MODEL SRM4 OR EQUAL. PV c INLET SETBACKS: FRONT - JO!. SIDE - 10'. REAR - 30* MAXIMUM SITE COVERAGE - /Sx UNLESS ARTIFICIAL RECHARGE 2. THE PUMPS SMALL ALTERNATE AND START AID STOP AT THE ELEVATIONS THE ALARM STARTS. FOR EXCESS RUNOFF 15 PROVIDED. SHOWN. THE LAO PUMP $HALL START V%fFN I FLOOD ZONE C. MAP 250015 0003 C. DATED 6117186 3. THEPUVPS SMALL HE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS. PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO GENERALNOTES OF DI SCOMNfCrFD AND LIFTED OUT OF THE ?UyP CHAMBER Of THOUT HAVING TO ENTER THE PUMP [HAMPER. YALYE wmctmy FLOAT Sri rcw$ WEEP HOLE 9' MINIMUM COVER ALARM ON "-S CHECK PPLUWVP VALVE :6.51 RAW OOFF . 11 TWO PUMPS 27.S ACCESS 'COYERS MUST FIRST 2' TO INVERT ELEVATIONS: DESIGN CRITERIA. - AREA CALCULATIONS: BE TO FINISH GRADE 4. PERF PIPE Exir 7 BE LEVEL INVERT AT BUILDING:. 33.3 DESIGN FLOW: TOTAL LOT AREA - 50.242-t S.F. 35-5- TEE INVERT IN SEPTIC TANK: ji.e 6972 S.F. OFFICE x 75 GPD PER 1000 S.F. TOTAL BUILDING AREA . 6.972± S.F. - 14V OF SITE 37.6 Pw M1 INVERT OUT SEPTIC TANK: 31.55 EQUALS 523 GPD OR 50.242 S.F. LOT MIN. 2' OF TOTAL PAVED AND WALK AREA - 20.420± S F. - 41X OF SITE P_• PEASTONE INVERT IN PUMP CHAMBER: 31.5 440 CPD140.000S.F. EQUALS 553 GPD TOTAL IMPERVIOUS AREA - 27.3921 S.F. - 55V OF SITE 36.85 314 '- 1 112' DIA. JI INVERT OUT PUMP CHAMBER: .5 4' PIAM PIPE 2* SCH 4o PVC 6 8 4' SOLID PIPE DOUBLE WASHED STONE INVERT IN DIST. BOX: 36.85 SEPTIC TANK REQUIRED. PARKING CALCULATIONS 6 z INVERT OUT 36.66 553 G�P.D. X 200v - 1106 CAL. 64S 25 30 LEACH FIELD DIST. BOX: SEPTIC TANK PROVIDED: 1500 GAL. rI=I gra I SPACE PER 200 SF OFFICE SPACE REOUIRED BAFFLE 5 OUTLET INVERT INLEACH FIELD: 36.5 LOCO 6.972 SF 200 - 35 SPACES D -BOX INVERT END LEACH FIELD: 36. 0 SOIL ABSORPTION SYSTEM REOUIRED: PROVIDED 50 SPACES 1500 GAL H-20 H-20 PUMP CHAMBER BOTTOM LEACH FIELD: 35.5 DESIGN PERC RATE 5 MINIINCH i HANDICAPPED SPACES REOUiRE0 - 2 SPACES SEPTIC TANK WATERTIGHT AND ADJUSTED GROUND WATER: 30.3 SOIL TEXTURAL CLASS r �o HANDICAPPED SPACES PROVIDED - 2 SPACES WATERTIGHT AND FACTORY WATERPROOFED OBSERVED GROUND WATER: 23.2 EFFLUENT LOADING RATE - 0.74 GPD/SF TREES REQUIRED 5018 - 45 TREES FACTORY WATERPROOFED BOTTOM OF TEST HOLE *1: 22.0 553 GPD / 0.74GPD1SF - S.F! REOUIRED TREES PROVIDED - 6 TREE'S 5* CRUSHED STONE OR COMPACTED BASE BOUYANCY CALCULATIONS: INDEX WELL A/W 230. ZONE E PROVIDED: 25* jr JO' LEACH FIELD. A-750 SF JAN 00 READING -25.2% ADJ-7.1' PROF ILE:NOT TO SCALE SEPTIC TANK : DISPLACEMENT - 130.5-27.0) jr /I x 6 - 231 C.F. •750 -OBSERVED GROUNDWATER LOT 14, 212100 S.F. 0.74 GPD/SF 555 GPD 317 C. F: x 62.4 *1C.F. - 14414*. H-20 TANK 21230# OK L OCUS MAP W PAR PUMP CHAMBER: DISPLACEMENT - (30.5-26.7) ir 9 x 5.25 - 177 C.F. 177 C F. x 62 4 0/C.F. - 11057*. H-20 TA 14500* OK 7 7 -A ASSESSORS MAP 73 PUMP SYSTEM NOTES: ZONING DISTRICTS, AE17 A APD, MIN FRONTAGE - /00' 1 , PUMPS To BE MYERS RESIDENTIAL SEWAGE f(AfP MODEL SRM4 OR EQUAL. PV c INLET SETBACKS: FRONT - JO!. SIDE - 10'. REAR - 30* MAXIMUM SITE COVERAGE - /Sx UNLESS ARTIFICIAL RECHARGE 2. THE PUMPS SMALL ALTERNATE AND START AID STOP AT THE ELEVATIONS THE ALARM STARTS. FOR EXCESS RUNOFF 15 PROVIDED. SHOWN. THE LAO PUMP $HALL START V%fFN I FLOOD ZONE C. MAP 250015 0003 C. DATED 6117186 3. THEPUVPS SMALL HE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS. PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO GENERALNOTES OF DI SCOMNfCrFD AND LIFTED OUT OF THE ?UyP CHAMBER Of THOUT HAVING TO ENTER THE PUMP [HAMPER. OIL/1 L TEST 0 r- 1 1 DATA 2- PYC OUTLET INDICATES y INDICATES PERCOLATION = OBSERVED TEST GROUNDWATER TP TP *2 01 HORIZON TEXTURE COLOR J2.0 01 -HORIZON TEXTURE COLOR 3610 01A LOAMY IOYR A LOAMY IOYR SAND 211 SAND J12 I. PROPERTY LINE INFORMATION WAS COMPILED FROM 4. THE ALARM $HALL START AT THE ELEVATIO9 SHOWN AND BE k 10' - ----- --------- I ......... ..... 31.2 /0'- .......................... ........... - 35.2 t 'PUMP DETAIL:NorroscALE SANDY IOYR LOAMY IOYR 7 AVAILABLE PLANS AND DEEDS OF RECORD AND DOES POWERED BY A cfRcuir SEPARATE FROM THE PUMP POWER. B NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. S. AN ELECTRICAL PERMIT mvsr BE osrAiNrD FOR THIS INSTALLATION. USING 1000 CAL. PUMP CHAMBER LOAM 414 SAND $/6 H-20. WATERTIGHT AND WATERPROOF k 18, . ..... ....... .................... w ...... 30.5 JO* . .................. 33.5 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. I LOAMY 2.5Y C I MED-COAPSE 25Y, SEE SITE PLAN.' &TP LOT 14 SANDY A N D 614 $AND AND 614 42*- * "I ... *­­ - 28.5 GRAVEL TIGHT C SAND 3. NO DETERMINATION HAS BEEN MADE AS TO - C2 - COMPLIANCE WITH DEED RESTRICTIONS OR ZONING FINES & IRON REGULATIONS. I T SHA L L REMAIN I N THE CL I ENTS 60 - - --------- ....... . ...................... - 27.0 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL MED -FINE SAND 2.5Y 35 I W18AND COARSE 714 PERMITS." VARIANCES ETC. FOR THIS PROJECT. - - - - - - - TPA I 96*_ ............. ........................ 24.0 +J5.5 FINE 2.5Y 2J.8, 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY SAND 713 TO HAVE THE PROPOSED BUILDING FOUNDATION 120-' 22.0 150' .23,5 - _J5. 0 NO WATER DESIGNED To ACCOUNT FOR THE EXISTING GRADE gp AND SOIL CONDITIONS�AT THE LOCA I TION OF THE k DATE: DECEMBER 75. 1998 DATE: FEBRUARY 2. 2000 PROPOSED BUILD1116- TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS +34-t WITNESSED BY: CHARLOTTE STIEFEL WITNESSED BY; AMY VONHONE .5. RMWATER fUNOFF FROM IMPERVIOUS AREAS ALL STO PERC RATE: e 2 A41NIINCH PERC RATE: 2�MIN/INCH TO BE CONTAINED ON SITE. fP^':SED 3' CALIPE?-\ e111 -_rFR TREE flip; + S ND MATERIALS AND 0 6. ALL CONSrRUCTION METHODAN 6�933'34*f MAINTENANCE OF THE SEPTIC SYSTEM SHALL 406.58' log" BUFFER AREA _;0 \J�t OP If MULCHED OR LAWN PLANTINGS -A W4 cOmFORM To MASS, D�E.P. TITLE 5 AND LOCAL ARrA AREA WITH fA r BOARD OF HEALTH REGULATIONS. T4 j PROP*D 142' k PLO jlpl�j t I I PROP SIED TER SERVICE TIC SYSTEM COMPONENTS LOCATED UNDER L I GHT 7. ALL SEP 7/ wr CATCH sA s I N AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WI TH- 2-600 GAL LEACH STAA;DINS H-20 qt 0 PITS W141 S TOME PROPOSED 697. FINISH FLOOR ;f EYATIO 8.ALL SEWER PIPE SHALL BE SCHEDULE 40 OR 10*x 20' zt lAc. _T1 APPROVED EQUAL. ......... ...... .. . t:1 f TYP) 33. 77 TANK ADD SHALL BE REINFORCED Z 9. SEPTIC VENT 0 PROP'D 'PRECAST CONCRETE AND WATERTIGHT. Ln u I LIGHT :A .4 +134.0 4- 6' WIDE PAVED ALK to. D -BOX IS To BE WATER TESTED TO CHECK FOR LEVEL. 2 CT -5. AIN WIVENTl // / I / / BEFORE CONSTRUCTION CALL 'DIG -SAFE'.. :,1rP12 81 13 PAVED PARKING SPACES I 4p 7�1 �k 9 NEW CATCH BASIN 4 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. 1�1'0 C19L I I k I _ 110'r 20i RIM - 34.2 SIGN L1 WILICH PROP M (TYP IJA, f2 FOR LOCATION OF UNDERGROUND UTILITIES. SEPTIC TA C4T 4.- JD I Ts m SOIL REMOVAL 33. c THE 12� SEPTIC -SYSTEM INSTALLER SHALL NOTIFY ............ ... I SEE NOTE IS. N S' WIDE PAVED JFAL 1, i 11 I DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION yl. CURB -j-z, ED J' CALIPER PER t, OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE I 'PEE I r?,p) I CONSTRUCTION INSPECTIONS. PLMA 6 11 PA'VED OR I VE Orr- / 29 PAVED PARKING SPACES - - - - - - - - - - - /J. ALL UNSUITABLE MATERIAL (A & 8 HORIZONS) INVERT OF THE LEACHING ENCOUNTERED BELOW THE 34.2 69 FACILITY TO BE REMOVED FOR A DISTANCE OF 5- ................. 26 AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. R AREA DwPS7 I J Er FISTOCKADE +j%R BASIN FCMCE AROUND 1M 33 J-600 GAL LEA[ 'PI rs W14• STONE 34 BUFFER ARE 32 CP 121 --1 14 7" F33 58.9 4 22 -Yjx JIM CB/DH N 89*JJ'34'E EL -35.11 69*33'34'W ------------------------------------------ -------------------------'-+------------- ----------- -------------------------------------- ------------- r_ 1 +1 '2-3-- 7 j 1. 5 1-, k +33 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _-___\ - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------ SVPPLI0!-itT Ey/SrIN5 PEES 70 vrrr Bn,6w OF A�4 EYIST!h^ 4' CALIPER rPEE OR A PROPOSED HEAVY DUTY METAL 3' CALIPER WE EVERT 20 FEET 5 7-E- PL A 0 L A IVD FRAME A ORATE 8' MIN H2O CAST PIT" 174C EDIFER. IRON FRAME AND COVER L 0 7- if OA A A/ SE -L HA L L E- 7- 7- ROAD FRAME ser IN FULL BED OF MORTAR 4' MIN. PEASTONEI TO FINISH GRADE BRICK AND MORTAR LEVELING COURSE 4 A41L POLY 2' TA I PERED YY T YA RMI 0 U 7-/ "A SECTION I 1/4'/FT- TO OTHER PREPARED FOR Ae FROM BASIN 12' MIN HD LEGEND PE LEACHING PITS TEE I- VENI. CONCRETE BOUND FOUND W L L 0 W 5 TRE -E- T R E_ TR RISER SECTION 12' DIA PIPE FLOW 314'-1112* WASHED LEACHING /0' MINIMUM DISTANCE HEIGHTS VARY WATER GATE STONE ALL AROUND BASIN BETWEEN LEACH PITS _W_ WA TER L /NE iFZ3 R LJA R y 05 .200 5 OA L �T .20 (H-201 e s!O HYDRANT OO :0 REVISED MAY 22. 2001 f GAS GA TE {1 00CIO _G_ GAS LINE TYPE t -I BITUMINOUS CONCRETE CATCH BASIN EAGL E SUFRVEY 1,NG I NC REINFORCED PRECAST CONCRETE c DiAW. 2' BINDER COURSE, I' TOP COURSE UTILITY I TY POLE W1 GUY WIRE n R ute 6A OVER HEAD WIRES 9 2 3 0 4' MIN. -2 OHw WE SWIM 8.5* DENSE GRADED CRUSHED ST0AE WIDTH -T- UNDERGROUND TELEPHONE LINE Yarmouthport, MA 02675 SEE PLAN FOR ACTUAL W LEACHING BASIN OR 12' GRAVEL BASE +40.4 EXISTING SPOT ELEVATION (508) -362-81,32 'Do--- EXISTING CONTOUR (508) 432-5333 rVENr OETAYL IT ON $01 to 04sr F40 PROPOSED SPOT ELEVATION PA VEMENT DE TA I L NO SCALE NO SCALE CTSRUNOFF DIRECTION 0 10 20 40 JOB k0: 9.9-105 FIELD: CFWIEEK CALC: CFW1SAH=CHECK: CFW DRN: SAH A TCH, BASIN No SCALE my� Sol YALYE wmctmy FLOAT Sri rcw$ WEEP HOLE ALARM ON "-S CHECK PPLUWVP VALVE :6.51 RAW OOFF . 11 TWO PUMPS 27.S OIL/1 L TEST 0 r- 1 1 DATA 2- PYC OUTLET INDICATES y INDICATES PERCOLATION = OBSERVED TEST GROUNDWATER TP TP *2 01 HORIZON TEXTURE COLOR J2.0 01 -HORIZON TEXTURE COLOR 3610 01A LOAMY IOYR A LOAMY IOYR SAND 211 SAND J12 I. PROPERTY LINE INFORMATION WAS COMPILED FROM 4. THE ALARM $HALL START AT THE ELEVATIO9 SHOWN AND BE k 10' - ----- --------- I ......... ..... 31.2 /0'- .......................... ........... - 35.2 t 'PUMP DETAIL:NorroscALE SANDY IOYR LOAMY IOYR 7 AVAILABLE PLANS AND DEEDS OF RECORD AND DOES POWERED BY A cfRcuir SEPARATE FROM THE PUMP POWER. B NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. S. AN ELECTRICAL PERMIT mvsr BE osrAiNrD FOR THIS INSTALLATION. USING 1000 CAL. PUMP CHAMBER LOAM 414 SAND $/6 H-20. WATERTIGHT AND WATERPROOF k 18, . ..... ....... .................... w ...... 30.5 JO* . .................. 33.5 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. I LOAMY 2.5Y C I MED-COAPSE 25Y, SEE SITE PLAN.' &TP LOT 14 SANDY A N D 614 $AND AND 614 42*- * "I ... *­­ - 28.5 GRAVEL TIGHT C SAND 3. NO DETERMINATION HAS BEEN MADE AS TO - C2 - COMPLIANCE WITH DEED RESTRICTIONS OR ZONING FINES & IRON REGULATIONS. I T SHA L L REMAIN I N THE CL I ENTS 60 - - --------- ....... . ...................... - 27.0 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL MED -FINE SAND 2.5Y 35 I W18AND COARSE 714 PERMITS." VARIANCES ETC. FOR THIS PROJECT. - - - - - - - TPA I 96*_ ............. ........................ 24.0 +J5.5 FINE 2.5Y 2J.8, 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY SAND 713 TO HAVE THE PROPOSED BUILDING FOUNDATION 120-' 22.0 150' .23,5 - _J5. 0 NO WATER DESIGNED To ACCOUNT FOR THE EXISTING GRADE gp AND SOIL CONDITIONS�AT THE LOCA I TION OF THE k DATE: DECEMBER 75. 1998 DATE: FEBRUARY 2. 2000 PROPOSED BUILD1116- TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS +34-t WITNESSED BY: CHARLOTTE STIEFEL WITNESSED BY; AMY VONHONE .5. RMWATER fUNOFF FROM IMPERVIOUS AREAS ALL STO PERC RATE: e 2 A41NIINCH PERC RATE: 2�MIN/INCH TO BE CONTAINED ON SITE. fP^':SED 3' CALIPE?-\ e111 -_rFR TREE flip; + S ND MATERIALS AND 0 6. ALL CONSrRUCTION METHODAN 6�933'34*f MAINTENANCE OF THE SEPTIC SYSTEM SHALL 406.58' log" BUFFER AREA _;0 \J�t OP If MULCHED OR LAWN PLANTINGS -A W4 cOmFORM To MASS, D�E.P. TITLE 5 AND LOCAL ARrA AREA WITH fA r BOARD OF HEALTH REGULATIONS. T4 j PROP*D 142' k PLO jlpl�j t I I PROP SIED TER SERVICE TIC SYSTEM COMPONENTS LOCATED UNDER L I GHT 7. ALL SEP 7/ wr CATCH sA s I N AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WI TH- 2-600 GAL LEACH STAA;DINS H-20 qt 0 PITS W141 S TOME PROPOSED 697. FINISH FLOOR ;f EYATIO 8.ALL SEWER PIPE SHALL BE SCHEDULE 40 OR 10*x 20' zt lAc. _T1 APPROVED EQUAL. ......... ...... .. . t:1 f TYP) 33. 77 TANK ADD SHALL BE REINFORCED Z 9. SEPTIC VENT 0 PROP'D 'PRECAST CONCRETE AND WATERTIGHT. Ln u I LIGHT :A .4 +134.0 4- 6' WIDE PAVED ALK to. D -BOX IS To BE WATER TESTED TO CHECK FOR LEVEL. 2 CT -5. AIN WIVENTl // / I / / BEFORE CONSTRUCTION CALL 'DIG -SAFE'.. :,1rP12 81 13 PAVED PARKING SPACES I 4p 7�1 �k 9 NEW CATCH BASIN 4 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. 1�1'0 C19L I I k I _ 110'r 20i RIM - 34.2 SIGN L1 WILICH PROP M (TYP IJA, f2 FOR LOCATION OF UNDERGROUND UTILITIES. SEPTIC TA C4T 4.- JD I Ts m SOIL REMOVAL 33. c THE 12� SEPTIC -SYSTEM INSTALLER SHALL NOTIFY ............ ... I SEE NOTE IS. N S' WIDE PAVED JFAL 1, i 11 I DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION yl. CURB -j-z, ED J' CALIPER PER t, OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE I 'PEE I r?,p) I CONSTRUCTION INSPECTIONS. PLMA 6 11 PA'VED OR I VE Orr- / 29 PAVED PARKING SPACES - - - - - - - - - - - /J. ALL UNSUITABLE MATERIAL (A & 8 HORIZONS) INVERT OF THE LEACHING ENCOUNTERED BELOW THE 34.2 69 FACILITY TO BE REMOVED FOR A DISTANCE OF 5- ................. 26 AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. R AREA DwPS7 I J Er FISTOCKADE +j%R BASIN FCMCE AROUND 1M 33 J-600 GAL LEA[ 'PI rs W14• STONE 34 BUFFER ARE 32 CP 121 --1 14 7" F33 58.9 4 22 -Yjx JIM CB/DH N 89*JJ'34'E EL -35.11 69*33'34'W ------------------------------------------ -------------------------'-+------------- ----------- -------------------------------------- ------------- r_ 1 +1 '2-3-- 7 j 1. 5 1-, k +33 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _-___\ - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------ SVPPLI0!-itT Ey/SrIN5 PEES 70 vrrr Bn,6w OF A�4 EYIST!h^ 4' CALIPER rPEE OR A PROPOSED HEAVY DUTY METAL 3' CALIPER WE EVERT 20 FEET 5 7-E- PL A 0 L A IVD FRAME A ORATE 8' MIN H2O CAST PIT" 174C EDIFER. IRON FRAME AND COVER L 0 7- if OA A A/ SE -L HA L L E- 7- 7- ROAD FRAME ser IN FULL BED OF MORTAR 4' MIN. PEASTONEI TO FINISH GRADE BRICK AND MORTAR LEVELING COURSE 4 A41L POLY 2' TA I PERED YY T YA RMI 0 U 7-/ "A SECTION I 1/4'/FT- TO OTHER PREPARED FOR Ae FROM BASIN 12' MIN HD LEGEND PE LEACHING PITS TEE I- VENI. CONCRETE BOUND FOUND W L L 0 W 5 TRE -E- T R E_ TR RISER SECTION 12' DIA PIPE FLOW 314'-1112* WASHED LEACHING /0' MINIMUM DISTANCE HEIGHTS VARY WATER GATE STONE ALL AROUND BASIN BETWEEN LEACH PITS _W_ WA TER L /NE iFZ3 R LJA R y 05 .200 5 OA L �T .20 (H-201 e s!O HYDRANT OO :0 REVISED MAY 22. 2001 f GAS GA TE {1 00CIO _G_ GAS LINE TYPE t -I BITUMINOUS CONCRETE CATCH BASIN EAGL E SUFRVEY 1,NG I NC REINFORCED PRECAST CONCRETE c DiAW. 2' BINDER COURSE, I' TOP COURSE UTILITY I TY POLE W1 GUY WIRE n R ute 6A OVER HEAD WIRES 9 2 3 0 4' MIN. -2 OHw WE SWIM 8.5* DENSE GRADED CRUSHED ST0AE WIDTH -T- UNDERGROUND TELEPHONE LINE Yarmouthport, MA 02675 SEE PLAN FOR ACTUAL W LEACHING BASIN OR 12' GRAVEL BASE +40.4 EXISTING SPOT ELEVATION (508) -362-81,32 'Do--- EXISTING CONTOUR (508) 432-5333 rVENr OETAYL IT ON $01 to 04sr F40 PROPOSED SPOT ELEVATION PA VEMENT DE TA I L NO SCALE NO SCALE CTSRUNOFF DIRECTION 0 10 20 40 JOB k0: 9.9-105 FIELD: CFWIEEK CALC: CFW1SAH=CHECK: CFW DRN: SAH A TCH, BASIN No SCALE my� Sol ZONING DISTRICTS. 63 d APD. MIN FRONTAGE 100' PUMP SYSTEM NOTES: SETBACKS: FRONT - 30'. SIDE - -lO'. REAR - 30'1. PUMP TO BE MYERS RESIDENTIAL SEWAGE Pf1MP MODEL SRM! �• PVC INLET MAXIMUM ,SITE COVERAGE - /Sx UNLESS ARTIFICIAL RECHARGE OR EOUAL. FOR EXCESS RUNOFF IS PROVIDED. FLOOD ZONE C. MAP 250015 0003 C. DATED 6/17/86 2. THE PUMP SMALL START AND stop AT THE ELEVATIONS SHOWN. J. THE PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE ME AND GENERAL NO TES PUMP DISCHARGE$HALLPBE 211NCHESS PUMP SHOULD BE ABS LE TOBE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT HAVING TO ENTER THE PUMP CHAMBER. ' YAL YE • WERCURY rcPELLALARW ON bFLOAFSri cwc•ON VALVE RAW ILN OFFPLM! 9MINIMUM COVER I Exlr r AREA CALCULATIONS: A T I ONS : BLOWER MAY BE ACCESS COVERS MUST FIRST z' TO INVERT ELEVATIONS: DES I GN CR I TER / A : �j PLACED WITHIN BE TO FINISH GRADE BE LEVEL 4' PERF PIPE ou 1 v TOTAL LOT AREA - 67,3/4? S.F. 60' of FAST UNIT TEE INVERT A7 BUILDING: 33.3 DESIGN FLOW: I TOTAL BUILDING AREA - 9.9I2s S.F. - !Sx OF SITE 35 VENT ( INVERT IN SEPTIC TANK: 31.8 9912 S.F. OFFICE x 75 GPD PER 1000 S.F. - TOTAL PAVED AND WALK AREA 22,800: S.F. 34x OF SITE 1$ MIN .37.6 2x Ie MIN 18"MI MIN. 2' OF INVERT OUT SEPTIC TANK: 31.55 EQUALS 743 GPD OR 67.314 S.F. LOT x TOTAL IMPERVIOUS AREA - 32:7J2s S.F. - 99X OF SITE _ ..., PEASTONE INVERT IN PUMP CHAMBER: 31.5 550 GPD/40.000 S.F. EQUALS 925 GPD 4• IAMPP 36.8 � oe oe opeo o e e - - w•w•w• 3/4• - ! 1/2' DIA. INVERT OUT PUMP CHAMBER: 31.5 v J W z c PARKING CALCULATIONS: FAri - -- 2' SCH 40 PVC 6 68 4' SOLID PIPE 36. DOUBLE WASHED STONE INVERT IN DIST. BOX: 36.85 SEPTIC TANK REQUIRED: m z x` •^ o I INVERT OUT DIST. BOX: 36.68 925.G.P.O. X 200x - 1850 GAL. h LOCU W o I SPACE PER 200 SF OFFICE SPACE REQUIRED 5 OUTLET 25'x 50' LEACH FIELD INVERT IN LEACH FIELD: 36.5 SEPTIC TANK PROVIDED: 1000 GAL. cre = 9.912 SF / 200 - 50 SPACES D -BOX INVERT END LEACH FIELD: 36.0 i P a PROVIDED - 50 SPACES 2000 GAL H-20 e H-20 PUMP CHAMBER BOTTOM LEACH FIELD: 35.5 SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERP y� HANDICAPPED SPACES - 2 SPACES SEPTIC TANK RATE C 5 MIN/INCH ♦ J v° PROVIDED HANDICAPPED SPACES PROVIDED - 2 SPACES WATERTIGHT AND ADJUSTED GROUND WATER: 30.3 SOIL TEXTURAL CLASS - I ., WATERTIGHT AND FACTORY WATERPROOFED -OBSERVED GROUND WATER: 23.2 EFFLUENT LOADING RATE - 0.74 GPD/SF TREES REQUIRED 50/8 - 7 TREES FACTORY WATERPROOFED TREES PROVIDED - 7 TREES 6' CRUSHED STONE OR BOTTOM OF TEST HOLE *1: 22.0 925 GPD / 0.74 GPD/SF - 1250 S.F. REQUIRED i COMPACTED BASE BOUYANCY CAL CUL A T I ONS: INDEX WELL AIW 230. ZONE E ✓AN 00 READING -25.2'. AD✓-7.I' PROVIDED: 25' x 50' LEACH FIELD. A-1250 SF !I PROF I L E: NOT TO SCALE SEPTIC TANK: DISPLACEMENT - 130.5-25.71 x 11 x 6 - 317 C.F. 1250 S.F. x 0.74 GPD/SF - 925 GPD -OBSERVED GROUNDWATER LOT 14. 2/2/00 L OCUS MAP 317 C.F. x 62.4 ♦/C.F. - 19780*. H-20 TANK - 25080. OK PUMP CHAMBER: DISPLACEMENT - /30.5-26.71 x II x 6.17 - 258 C.F. ASSESSOR'S MAP 63 ZONING DISTRICTS. 63 d APD. MIN FRONTAGE 100' PUMP SYSTEM NOTES: SETBACKS: FRONT - 30'. SIDE - -lO'. REAR - 30'1. PUMP TO BE MYERS RESIDENTIAL SEWAGE Pf1MP MODEL SRM! �• PVC INLET MAXIMUM ,SITE COVERAGE - /Sx UNLESS ARTIFICIAL RECHARGE OR EOUAL. FOR EXCESS RUNOFF IS PROVIDED. FLOOD ZONE C. MAP 250015 0003 C. DATED 6/17/86 2. THE PUMP SMALL START AND stop AT THE ELEVATIONS SHOWN. J. THE PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE ME AND GENERAL NO TES PUMP DISCHARGE$HALLPBE 211NCHESS PUMP SHOULD BE ABS LE TOBE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT HAVING TO ENTER THE PUMP CHAMBER. 258 C.F. x 62.4 */C. F. - 16100*. H-20 TANK - 21230. OK SOIL TEST PIT T DA TA PVC ourcer INDICATES V INDICATES PERCOLATION = OBSERVED TEST _ GROUNDWATER TP *r TP s2 HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR 0• 32.0 0' ..36.0 0/A LOAMY IOYR A LOAMY IOYR 1. PROPERTY LINE INFORMATION WAS COMPILED FROM \ I S SAND 2// SAND . 3/2 AVAILABLE PLANS AND DEEDS OF RECORD AND DOES 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE PUMP DETA IL :mor To SCALE \ \\ 10' " •---- ' 31.2 r0' .......................................... 35.2 " NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. \ ,-\ ,. USING 1500 GAL. PUMP CNANFER \ B SANDY IOYR LOAMY IOYR _ I \ - / \ • S. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. H-20. WATERTIGHT AND WATERPROOF \ - I \\ - 11 / \ LOAM 4/4 8 SAND 5/8 - 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. \ I \/ 8 •..................................... 30.5 30' •••. ••..• r •. ••••.•.••-• 33.5 SEE SITE PLAN. \��•_ ®TP LOT 14 1\ �/ I�� l \ C I LOAMY 2.5Y C I MED -COARSE 2.5Y SAND 6/4 SAND AND 6/4 3. NO DETERMINATION HAS BEEN MADE AS TO ~J 1 \ \ 42' 28.5 !I \ \, \I 32PUOPDSEO 3• CALIVEP \\ _ v I\ \ GRAVEL COMPLIANCE WITH DEED RESTRICTIONS OR ZONING \ PUFFER FREE r+yp1 \ �J2 s `__ - J \ tia 1 \ SPACED ?D • D. c. { ` = _ - *2 s y C2 TIGHT C SAND REGULATIONS. 7T SHALL REMAIN THE CLIENTS �\ \\ - PRcresrD J' cALrPE \\ _ ......FINES d IRON RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL BUFFER rR_E LiyPJ \\ \ 60 27.0 PERMITS. VARIANCES ETC. FOR THIS PROJECT. SPArF.2 20' D.C. ! 35.1 `�`_ �\ +J3,< 1, -- N 89 33'34'£ \ MED -FINE SAND 2. 5Y ` 401.46' \ ® C`3 W/BAND COARSE 7/4 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY ss.s IY. _ �( W JFFER AREA \\ \ 11 rr.l q� -r \ . \ v L Y_ L 1021: 96' ........ 24.0 .. .....� . _ o �- Qj -MULCHED OR LAWN AREA AREA WITH PLANTINGS �" 9B FINE 2 SY 2 TO HAVE THE PROPOSED BUILDING FOUNDATION _ DESIGNED TO ACCOUNT FOR THE EXISTING GRADE 1 J --o 'VENT ; JIN � '0 PROP'D \ 142 WA I?0 22.0 150 NO WATER 5 C 4 SAND 7/3 3.8 w . - { IGH \ \I 1 /' PAOPOSED VI ,D 23 AND SOIL CONDITIONS AT THE LOCATION OF THE 1 :? 1 "« E NEW LIGHT \ 1 1 / •\ - - PROPOSED BUILDING. DATE. DECEMBER 15. 1998 DATE. FEBRUARY 2. 2000 01 .2-600 GAL LEACH \\ �, 1 >r / - o TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS S. ALL STORMWATfR RUNOFF FROM IMPERVIOUS AREAS i < C f PITS W/4' STONE PROPOSED 6972 S.F. OFFICE F"ILDING 1 // / -_ L34.Jtl'\WITNESSED BY: CHARLOTTE STIEFEL WITNESSED BY: AMY VONHONE 70 BE CONTAINED ON SITE•' i 1 :'1 C ? - FIN/SMfL00R£LFYATIdV JEWS / N/ 34'��l .; , l2 PAVED PARKING SPACES iPERC RATE: l 2 MIN/INCH PERC RATE: ( 2 MIN/INCH \6. - ALL CONSTRUCTION METHODS AND MATERIALS AND `\ 34.9MAINTENANCE OF 7H£ SEPTIC SYSTEM SHALL 1 �\I o IJ 4O - i:11'`'�\-33.6ICONFORM TO MASS. D.E.P. Tr TLE 5 AND LOCAL \ 1 ID x 2a ''I'r 1 y ll '1 j PROP•C fTYP124BOARD OF HEALTH REGULATIONS. 1 / __- 1 :1. _ � b•LIGHT A1 1 `i 45YJi W/YENr b I ; 6',WIDE PAVED WALK 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER- 1 .51 / -r :,' -� ; AREAS SUBJECT TO VEHICLr_AQ ToACFIC O4 GoEATEP '" r // j 4 I Js.4 cuae THAN 3" IN DEPTH SHALL r_ - - .... / 1� _ _ .,A =A.'_C Cr WIT,_'. •.c-'S•.L ►3.r -r.. `r- r I I { .•S_F i 1J PAVED PARKING SPACES STANDING H-20 WHEEL LOADS. SEE IJ. - -- "- 'a�.0 + .,,� ! + slam / 2000 CAL v / PROP'D 1 ` 1 '\ / '} w w - i' yr Q / 5 8. ALL SEWER PIPE "SHALL BE SCHEDULE 40 OR / PUWv FAIT ___ r ` \ / f L \ 3'CAL1,ER J4- / - - 3ER VN/T• LIGHT 1 1 >� - i SEPTIC TANK J4. '- l I II 1 \� I -� 1 1 - TREE Iryp l- // •s / / APPROVED EQUAL. /. 34 �.A., l _ v / I i // $ / / : •- W'.. CURB 9. SEPTIC TANK AND D -BOX SHALL BE REINFORCED c �. c / J3. 77 ;Q P \'rl. D:NPSTFR ARA PRECAST CONCRETE AND WATERTIGHT. //STOCKADE / R / t'JJ.4 // / 25 PAYED P.CTING SPACES t //Y - i - NO -*1\\ / FENCE AROUN / r PAVED DRIVE / 10. D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. Z 7 1\ J / r LOADING +37.6 ZONE 11. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. =J \31` // 'f ' 5.0 CURB I s. 1 -868 -DIG -SAFE AND THE LOCAL WATER DEPT. �l ►e0r D FOR LOCATION OF UNDERGROUND UTILITIES. D / 7/12 LIGHT 6 WIDEIAVEDWACK ! 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE 3�/J �� t I I ! / / Jv.i. NEW ICATCH BA61N / { - DESIGN ENGINEER 'TWO DAYS PRIOR TO CONSTRUCTION / / // NEWRIM sJ.2 + 5'+ O OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE / ,/ CONSTRUCTION INSPECTIONS. 35.5 ( PROPOSED 29 bFFICE BUILDING / /�'� I� �„ 'a7✓ �� y \ �1�,� .t \ t T S �- .. �•: �1a --�y�'•1•l..la ,]yjjy/�.,. �y�,Vc. \ Y 1 l3: ALL UNSUITABLE MATERIAL 1A d 8 HORIZONS) rINISHF OR ELfVA N • 35.5 ���� ENCOUNTERED _BELOW THE INVERT OF THE LEACHING \ _ / /// /� /� t�J ^\ \\\ y \\ �\ FACILITY TO BE REMOVED FOR A DISTANCE OF 5' - - - `y -_--_ __-__ __.�-.. �'�/ // SURPL lN£N'!€X/STING TF AROUND AND REPLACED WITH SAND !N ACCORDANCE // j / C [T $YtAW 0, An E/Js'+Ns O O \� \ \ \ \ \\ J' e2 WITH T1 TLE S. /, / iy0 =. P s- " '�I 4' CAL. (PER TREE OA A PRO ° eJ \ \ \ 3 • CAI. I P£R TREE EVERY 20 FEET MH W/VENT WITHIN TUC $UFFFR. 3-600 CAL LEACH "`i� \\ - \\ ,`\ \\ '•\ \\ \ , - Ah ,. PITS W/4' STORE- B(IFrER AREA / ; I ,, BUFFER\ ARBA ,� �\ \\ \ GP 12 J 1 414.21_ / \ \. \\ �. _ 5 ,' ' 58.93' ce/°N N 89'33'34'£ S 89°33'34-W / t Ft•Js.rl _-------_.--'--------- L-------- : \ \ I ,. --- _ --------------------------------------- +3?.? - +JEWS \\ \\ f� _____________________-__-__-_____--___------- _---------------------- .___-_____--_-__--__-__--_--__--------- ------------------- � +Ji°r HEAVY DUTY METAL '-'- ---- - ,..� FRAME AGRATE -- I' FINISH COURSE - //�� /� , /�'� /� /�. / 8' MIN . H2O CAST I• BINDER COURSE ASPHALT BERM r I S / T P L �'--1 / V O i 1 L f--�i / V D - IRON FRAME AND COVER I-6 ~ BITUMINOUS CONCRETE FRAME SET IN FULL BED OF MORTAR T I' FINISH COURSE _ $PICK AND MORTAR LEVELING COURSE 4' MIN. PEASTONE TQ FINISH GRADE 'o - BINDER COURSE -- 4MILPOLY 6•GaavEl.easE LOT /3 ANSEL HALLETT R0.4D 2' rAPERfD - - _ SECTION SIDEWALK ^ ` r w 46' I/4'/FT-� LEVEL TO OTHER YA R O U / � • /VIA 4 FROM BASIN f2' Mlh' CMP PARKING TEE LEACH! NG P r rs L EGEND SIDEWALK AND BERM r PREPARFD FOR RISER SECTION I' VENT l2- DJAM PIPE FLOW. 3/4'-11/2' WASHED LEACHING DETAIL In CONCRETE BOUND FOUND HEr61rs vast !0' MINIMUM DISTANCE NO SCALE )�� [- c STONE ALL AROUND BASIN BETWEEN LEACH PITS ® - WATER GATE yr L L O VI/ S R C C T R E . TR. . (H-201 -W- WATER LINE ! O HYDRANT a k t r SCA L E: /"- 2 0 MA R CH / 7. 2 0 0 0 © GAS GATE oo -G- GAS LINE x REVISED: APRIL 28. 2000 RErNFo$cED vREc�sr TYPE I -I BITUMINOUS CONCRETE j ® CATCH BASIN = CONCRETE - 6' DIAM. 2- BINDER COURSE. I' TOP COURSI' A -O ur1L1"rr PocE wi Gur WIRE '" t EAG L E S U FR V E Y I N G INC w fH-201 - - _ +1 2' MIN. ---- OHW OVER HEAD WIRES T _ BASE SECi��N sEe PLAv FOR AcruAL WIDrx 6' DENSE GRADED - l - 923 Route 6A ► 11 A -T- UNDERGROUND TELEPHONE LINE //�`-�'= / s Yarmouthport MA. "02675 LEACHING BASIN A A, CRUSHED STONE BASE +40.4 EXISTING SPOT ELEVATION j/JIB\ (508) 362-8132 "- EXISTING CONTOUR OLID BASE OE II < 508 432-5333 DC TA j L. 40.40 PROPOSED SPOT ELEVATION � ) PAVEMENT DETAIL G= RUNOFF DIRECTION N4 SCALE NO SCALE : 0 fo 20. 4D JOB NO: 99-105 FIELD: CFW/EEK CALC: CFW/SAN CHECK: CFW DRN: SAH ALE sir D/r i BAS I N ' YAL YE • WERCURY rcPELLALARW ON bFLOAFSri cwc•ON VALVE RAW ILN OFFPLM! 258 C.F. x 62.4 */C. F. - 16100*. H-20 TANK - 21230. OK SOIL TEST PIT T DA TA PVC ourcer INDICATES V INDICATES PERCOLATION = OBSERVED TEST _ GROUNDWATER TP *r TP s2 HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR 0• 32.0 0' ..36.0 0/A LOAMY IOYR A LOAMY IOYR 1. PROPERTY LINE INFORMATION WAS COMPILED FROM \ I S SAND 2// SAND . 3/2 AVAILABLE PLANS AND DEEDS OF RECORD AND DOES 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE PUMP DETA IL :mor To SCALE \ \\ 10' " •---- ' 31.2 r0' .......................................... 35.2 " NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. \ ,-\ ,. USING 1500 GAL. PUMP CNANFER \ B SANDY IOYR LOAMY IOYR _ I \ - / \ • S. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. H-20. WATERTIGHT AND WATERPROOF \ - I \\ - 11 / \ LOAM 4/4 8 SAND 5/8 - 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. \ I \/ 8 •..................................... 30.5 30' •••. ••..• r •. ••••.•.••-• 33.5 SEE SITE PLAN. \��•_ ®TP LOT 14 1\ �/ I�� l \ C I LOAMY 2.5Y C I MED -COARSE 2.5Y SAND 6/4 SAND AND 6/4 3. NO DETERMINATION HAS BEEN MADE AS TO ~J 1 \ \ 42' 28.5 !I \ \, \I 32PUOPDSEO 3• CALIVEP \\ _ v I\ \ GRAVEL COMPLIANCE WITH DEED RESTRICTIONS OR ZONING \ PUFFER FREE r+yp1 \ �J2 s `__ - J \ tia 1 \ SPACED ?D • D. c. { ` = _ - *2 s y C2 TIGHT C SAND REGULATIONS. 7T SHALL REMAIN THE CLIENTS �\ \\ - PRcresrD J' cALrPE \\ _ ......FINES d IRON RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL BUFFER rR_E LiyPJ \\ \ 60 27.0 PERMITS. VARIANCES ETC. FOR THIS PROJECT. SPArF.2 20' D.C. ! 35.1 `�`_ �\ +J3,< 1, -- N 89 33'34'£ \ MED -FINE SAND 2. 5Y ` 401.46' \ ® C`3 W/BAND COARSE 7/4 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY ss.s IY. _ �( W JFFER AREA \\ \ 11 rr.l q� -r \ . \ v L Y_ L 1021: 96' ........ 24.0 .. .....� . _ o �- Qj -MULCHED OR LAWN AREA AREA WITH PLANTINGS �" 9B FINE 2 SY 2 TO HAVE THE PROPOSED BUILDING FOUNDATION _ DESIGNED TO ACCOUNT FOR THE EXISTING GRADE 1 J --o 'VENT ; JIN � '0 PROP'D \ 142 WA I?0 22.0 150 NO WATER 5 C 4 SAND 7/3 3.8 w . - { IGH \ \I 1 /' PAOPOSED VI ,D 23 AND SOIL CONDITIONS AT THE LOCATION OF THE 1 :? 1 "« E NEW LIGHT \ 1 1 / •\ - - PROPOSED BUILDING. DATE. DECEMBER 15. 1998 DATE. FEBRUARY 2. 2000 01 .2-600 GAL LEACH \\ �, 1 >r / - o TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS S. ALL STORMWATfR RUNOFF FROM IMPERVIOUS AREAS i < C f PITS W/4' STONE PROPOSED 6972 S.F. OFFICE F"ILDING 1 // / -_ L34.Jtl'\WITNESSED BY: CHARLOTTE STIEFEL WITNESSED BY: AMY VONHONE 70 BE CONTAINED ON SITE•' i 1 :'1 C ? - FIN/SMfL00R£LFYATIdV JEWS / N/ 34'��l .; , l2 PAVED PARKING SPACES iPERC RATE: l 2 MIN/INCH PERC RATE: ( 2 MIN/INCH \6. - ALL CONSTRUCTION METHODS AND MATERIALS AND `\ 34.9MAINTENANCE OF 7H£ SEPTIC SYSTEM SHALL 1 �\I o IJ 4O - i:11'`'�\-33.6ICONFORM TO MASS. D.E.P. Tr TLE 5 AND LOCAL \ 1 ID x 2a ''I'r 1 y ll '1 j PROP•C fTYP124BOARD OF HEALTH REGULATIONS. 1 / __- 1 :1. _ � b•LIGHT A1 1 `i 45YJi W/YENr b I ; 6',WIDE PAVED WALK 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER- 1 .51 / -r :,' -� ; AREAS SUBJECT TO VEHICLr_AQ ToACFIC O4 GoEATEP '" r // j 4 I Js.4 cuae THAN 3" IN DEPTH SHALL r_ - - .... / 1� _ _ .,A =A.'_C Cr WIT,_'. •.c-'S•.L ►3.r -r.. `r- r I I { .•S_F i 1J PAVED PARKING SPACES STANDING H-20 WHEEL LOADS. SEE IJ. - -- "- 'a�.0 + .,,� ! + slam / 2000 CAL v / PROP'D 1 ` 1 '\ / '} w w - i' yr Q / 5 8. ALL SEWER PIPE "SHALL BE SCHEDULE 40 OR / PUWv FAIT ___ r ` \ / f L \ 3'CAL1,ER J4- / - - 3ER VN/T• LIGHT 1 1 >� - i SEPTIC TANK J4. '- l I II 1 \� I -� 1 1 - TREE Iryp l- // •s / / APPROVED EQUAL. /. 34 �.A., l _ v / I i // $ / / : •- W'.. CURB 9. SEPTIC TANK AND D -BOX SHALL BE REINFORCED c �. c / J3. 77 ;Q P \'rl. D:NPSTFR ARA PRECAST CONCRETE AND WATERTIGHT. //STOCKADE / R / t'JJ.4 // / 25 PAYED P.CTING SPACES t //Y - i - NO -*1\\ / FENCE AROUN / r PAVED DRIVE / 10. D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. Z 7 1\ J / r LOADING +37.6 ZONE 11. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. =J \31` // 'f ' 5.0 CURB I s. 1 -868 -DIG -SAFE AND THE LOCAL WATER DEPT. �l ►e0r D FOR LOCATION OF UNDERGROUND UTILITIES. D / 7/12 LIGHT 6 WIDEIAVEDWACK ! 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE 3�/J �� t I I ! / / Jv.i. NEW ICATCH BA61N / { - DESIGN ENGINEER 'TWO DAYS PRIOR TO CONSTRUCTION / / // NEWRIM sJ.2 + 5'+ O OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE / ,/ CONSTRUCTION INSPECTIONS. 35.5 ( PROPOSED 29 bFFICE BUILDING / /�'� I� �„ 'a7✓ �� y \ �1�,� .t \ t T S �- .. �•: �1a --�y�'•1•l..la ,]yjjy/�.,. �y�,Vc. \ Y 1 l3: ALL UNSUITABLE MATERIAL 1A d 8 HORIZONS) rINISHF OR ELfVA N • 35.5 ���� ENCOUNTERED _BELOW THE INVERT OF THE LEACHING \ _ / /// /� /� t�J ^\ \\\ y \\ �\ FACILITY TO BE REMOVED FOR A DISTANCE OF 5' - - - `y -_--_ __-__ __.�-.. �'�/ // SURPL lN£N'!€X/STING TF AROUND AND REPLACED WITH SAND !N ACCORDANCE // j / C [T $YtAW 0, An E/Js'+Ns O O \� \ \ \ \ \\ J' e2 WITH T1 TLE S. /, / iy0 =. P s- " '�I 4' CAL. (PER TREE OA A PRO ° eJ \ \ \ 3 • CAI. I P£R TREE EVERY 20 FEET MH W/VENT WITHIN TUC $UFFFR. 3-600 CAL LEACH "`i� \\ - \\ ,`\ \\ '•\ \\ \ , - Ah ,. PITS W/4' STORE- B(IFrER AREA / ; I ,, BUFFER\ ARBA ,� �\ \\ \ GP 12 J 1 414.21_ / \ \. \\ �. _ 5 ,' ' 58.93' ce/°N N 89'33'34'£ S 89°33'34-W / t Ft•Js.rl _-------_.--'--------- L-------- : \ \ I ,. --- _ --------------------------------------- +3?.? - +JEWS \\ \\ f� _____________________-__-__-_____--___------- _---------------------- .___-_____--_-__--__-__--_--__--------- ------------------- � +Ji°r HEAVY DUTY METAL '-'- ---- - ,..� FRAME AGRATE -- I' FINISH COURSE - //�� /� , /�'� /� /�. / 8' MIN . H2O CAST I• BINDER COURSE ASPHALT BERM r I S / T P L �'--1 / V O i 1 L f--�i / V D - IRON FRAME AND COVER I-6 ~ BITUMINOUS CONCRETE FRAME SET IN FULL BED OF MORTAR T I' FINISH COURSE _ $PICK AND MORTAR LEVELING COURSE 4' MIN. PEASTONE TQ FINISH GRADE 'o - BINDER COURSE -- 4MILPOLY 6•GaavEl.easE LOT /3 ANSEL HALLETT R0.4D 2' rAPERfD - - _ SECTION SIDEWALK ^ ` r w 46' I/4'/FT-� LEVEL TO OTHER YA R O U / � • /VIA 4 FROM BASIN f2' Mlh' CMP PARKING TEE LEACH! NG P r rs L EGEND SIDEWALK AND BERM r PREPARFD FOR RISER SECTION I' VENT l2- DJAM PIPE FLOW. 3/4'-11/2' WASHED LEACHING DETAIL In CONCRETE BOUND FOUND HEr61rs vast !0' MINIMUM DISTANCE NO SCALE )�� [- c STONE ALL AROUND BASIN BETWEEN LEACH PITS ® - WATER GATE yr L L O VI/ S R C C T R E . TR. . (H-201 -W- WATER LINE ! O HYDRANT a k t r SCA L E: /"- 2 0 MA R CH / 7. 2 0 0 0 © GAS GATE oo -G- GAS LINE x REVISED: APRIL 28. 2000 RErNFo$cED vREc�sr TYPE I -I BITUMINOUS CONCRETE j ® CATCH BASIN = CONCRETE - 6' DIAM. 2- BINDER COURSE. I' TOP COURSI' A -O ur1L1"rr PocE wi Gur WIRE '" t EAG L E S U FR V E Y I N G INC w fH-201 - - _ +1 2' MIN. ---- OHW OVER HEAD WIRES T _ BASE SECi��N sEe PLAv FOR AcruAL WIDrx 6' DENSE GRADED - l - 923 Route 6A ► 11 A -T- UNDERGROUND TELEPHONE LINE //�`-�'= / s Yarmouthport MA. "02675 LEACHING BASIN A A, CRUSHED STONE BASE +40.4 EXISTING SPOT ELEVATION j/JIB\ (508) 362-8132 "- EXISTING CONTOUR OLID BASE OE II < 508 432-5333 DC TA j L. 40.40 PROPOSED SPOT ELEVATION � ) PAVEMENT DETAIL G= RUNOFF DIRECTION N4 SCALE NO SCALE : 0 fo 20. 4D JOB NO: 99-105 FIELD: CFW/EEK CALC: CFW/SAN CHECK: CFW DRN: SAH ALE sir D/r i BAS I N O� e w I ASSESSOR'S MAP ZONING DISTRIC SETBACKS: FRON MAXIMUM SITE C FOR EXCESS RUN FLOOD ZONE C. GENERA 1 PROPERTY AVAILABLE NOT REPRI 2. VERTICAL SEE S I TE J. NO DETERb COMPL IANC REGULAT14 RESPONSJB PERMITS. 4. IT SHALL TO HAVE 1 DESIGNED AND SO 1 L PROPOSED 5. ALL STORM TO BE CON 6. ALL CONST MAINTENAN CONFORM T BOARD OF 7.. ALL-SEP7li AREAS SUB THAN 3' 1 STANDING 8. ALL SEWER A APD. MIN FRONTAGE - 100' SIDE - /0': REAR - 30' 1. PUMPS TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4 OR £OUAL. 4• PVC INLET ' 159 UNLESS ARTIFICIAL RECHARGE 2. :THE PUMPS SHALL ALTERNATE AND START AND STOP AT THE £LEVArlONS PROVIDED. $MOWN, rNE LAG PUMP SMALL START WHEN THE ALARM STARTS. )15 0003 C. DATED 6/17186 J. THE PUMPS SHALL BE .INSTALLED IN STRICT CONFORMANCE 91TN. THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS. - J TES: PUMP DISCHARGE SMALL BE 2 INCHES, PUMP SHOULD BE ABLE TO /j BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT HAVING TO ENTER THE PUMP CHAMBER, FORMATION WAS COMPILED FROM YAC YE MERLYAYY FLOAT Sri revs WEEP HOLE ALARM ON 2LS PUMP ON CHECK VALVE e,3• . PLVP OFP Ex,r7` �j AREA CALCULATIONS;.. Accfss COVERSMusT 9' MINIMUM COVER FIRST R° 1 V AREA - BE TO FINISH GRADE 2• ro BE LEVEL 4• PERF PIPE INVERT ELEVATIONS: DES I GN CRI TER I A: TOTAL LOT .242t S.F. 56.972t TOTAL BUILDING LD AREA 6 x S.F. f4 OF SITE 35 TEE ' 4VENT INVERT AT BUILDING: 33.3 DESIGN FLOW; TOTAL PAVED AND WALK AREA - 16.3501 S.F. - OF SITE 37.6 1z INVERT IN SEPTIC TANK: 318 6972 S.F. OFFICE x 75 GPD PER 1000 S.F. e° TOTAL IMPERVIOUS AREA - .?3.3221 S.F. - 4 47K 7z OF SITE. - B MIN MIN. 2' OF - INVERT OUT SEPTIC TANK: 31.55 EQUALS 523 GPD OR 50.242 S. F. LOT ti x 36 85• �� PEASTONE INVERT IN PUMP CHAMBER: 31.5 x 440 GPD/40.000 S.F. EQUALS 553 GPD v _ CALCULATIONS: 4' D AM P P 2' SCH 40 PVC • • 6 - 3/4' - 1 1/2' DIA. INVERT OUT PUMP CHAMBER: 31.5 .PARKING oT--1 1....2. 31.55 4" SOLID PIPE \ � DOUBLE WASHED STONE INVERT IN DIST. BOX: - - 36.85 SEPTIC TANK REQUIRED: ! SPACE PER. 100 SF OFFICE SPACE REOUIRfO Ws _I _ 25'x INVERT OUT DIST. BOX: 36.68 553 G.P.D.G: P.D. X 2002 - 1106 GAL. � / 6.972 SF ?00 35 SPACES BAFFLE 5 OUTLET 30' LEACH FIELD D -80X INVERT 1N LEACH FIELD: 36.5 SEPTIC TANK PROVIDED: 1500 GAL. o PROVIDED - 37 SPACES W2.wawdaW4 INVERT END LEACH FIELD: 36.0 HANDICAPPED SPACES REOUIRED - 2 SPACES 1500 GAL H-20 H-20 PUMP CHAMBER SOIL ABSORPTION SYSTEM R£DUIRED: HANDICAPPED SPACES PROVIDED - 2 SPACES SEPTIC TAilK WATERTIGHT AND BOTTOM LEACH FIELD: 35.5 DESIGN PERC RATE (5 MIN/INCH TREES REOUIREO 37/8 - 5 TREES WATERTIGH-, AND FACTORY WATERPROOFED ADJUSTED GROUND WATER: 30.3` SOIL TEXTURAL CLASS - I l TREES PROVIDED - 5 TREES FACTORY WATERPROOFED 'OBSERVED GROUND WATER: 23.2 EFFLUENT LOADING RATE • 0.74 GPD/SF jf 6- CRUSHED STONE OR '/��/ BOTTOM OF TEST HOLE +f: 22.0 553 GPD / 0.74 GPD/SF - 748 S.F. REQUIRED COMPACTED BASF p -` /�/� �` /��/ CALCULATIONS: p OV I ANI. I IrAL C L A T I ONS : INDEX WELL A/W 230. ZONE E /� )C / MAP PROFILE:NOT TO SCALE SEPTIC TANK: DISPLACEMENT - 130.5 -?7.01 r 11 r 6 - 231 C.F. JAN 00 READING -25.2'. ADJ-7.l• PROVIDED: 25' x 30' LEACH FIELD. A-750 SF 750 /I.VJ I---arauL-� 3f7 C. F, x 62.4 s/C, F, - J44/4s, H-20 TANK - 21230+ OK 'OBSERVED GROUNDWATER LOT 14. 2/2/00 S.F. x 0.74 GPD/SF - 555 GPD PUMP SYSTFM NOTF.S: PUMP CHAMBER: DISPLACEMENT - (30 5-26 7) x 9 x 5 25 - 177 C F A APD. MIN FRONTAGE - 100' SIDE - /0': REAR - 30' 1. PUMPS TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4 OR £OUAL. 4• PVC INLET ' 159 UNLESS ARTIFICIAL RECHARGE 2. :THE PUMPS SHALL ALTERNATE AND START AND STOP AT THE £LEVArlONS PROVIDED. $MOWN, rNE LAG PUMP SMALL START WHEN THE ALARM STARTS. )15 0003 C. DATED 6/17186 J. THE PUMPS SHALL BE .INSTALLED IN STRICT CONFORMANCE 91TN. THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS. - J TES: PUMP DISCHARGE SMALL BE 2 INCHES, PUMP SHOULD BE ABLE TO /j BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT HAVING TO ENTER THE PUMP CHAMBER, FORMATION WAS COMPILED FROM 177 C.F, x 61.4 •/C.F• - 11057*. H-20 TANK - 14500. OK SOIL TEST P1 ! DA TA B ' PVC OUTLET - INDICATES INDICATES PERCOLATION = OBSERVED TEST GROUNDWATER TP #1 TP 02 0- HORIZON TEXTURE COLOR 32.0 0' HORIZON TEXTURE COLOR JOYR 36,0 4. THE ALARM SHALL START A7 THE ELEVATION SHORN AND Bf T \ OIA LOAMY LOAMY IOYR AND DEEDS OF RECORD AND ODES POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. PUMP DETA I L : NOT TO SCALE \� !! yl \ SAND 2/1 A SAND 3/2 31.2 Io. ' ACTUAL ON THE GROUND SURVEY, � y \ \ !0' .. ......... ................... 35.2 5. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. USING 1000 WL. PUMA CHAMBER \ N-20. WATERTIGHT AND WATERPROOF \\ 1 A t �\ D, SANDY IGYR LOAMY IOYR ! \ I / O LOAM 4/4 B SAND 5/8 S NOVD, FOR BENCH MARKS SET. \ ) / ®rP LOT 14 \\ l8 - O..., .. 30.5 30' ............. . ......... ....... 33.5 1 tt '/ C.I.• LOAMY 614 MED -COARSE 2,5Y ' HAS BEEN MADE AS 7O 1 t , \ �-" t `.� C -% t SAND 6/4 SAND AND 6/4 DEED RESTRICTIONS OR ZONING \ ta: l}2' \ 42' 28.5 SHALL REMAIN THE CLIENTS \ \ \ J7 ° -- ---_! GRAVEL r _ I ----- --- T2 9 C2 TIGHT C SAND 0 OBTAIN ALL PERMITS. SPECIAL FINES A IRON ES ETC. FOR THIS PROJECT. +Js / ` \ sJ.6% / / 60 • ....................... 27.0 ---- `MED FINE SAND 2.5Y THE CLIENT'S RESPONSIBILITY 3S'5 \ rPPr� C`3 "AND COARSE 7/4 OSED BUILDING FOUNDATION ` / 96' ...... 24.0 FINE ?.SY UNT FOR THE EXISTING GRADE +s5o ` 98' C4 SAN23.8 D 7/3 ONS AT THE LOCATION OF THE\ 120 - 3. 22.0 150- 23.5 / NO WATER UNOFF FROM IMPERVIOUS AREAS \ %// /�- -- W`t DATE: DECEMBER 15. 1998 DATE: FEBRUARY 2. 2000 7N SITE: _- \ // / e, TEST BY: THOMAS McLELLAN TEST BY., STEPHEN HAAS 1 % PRCPCSED J" eauPER ,1P_ _ _ \ C d "' WITNESSED BY: CHARLOTTE SrIEFEL WITNESSED BY: AMY VONHONE METHODS AND MATERIALS AND PUFFER ;REE frYPl '----_ �. \ i p v i PERC RATE: e2 MIN/INCH PERC RATE: (2 MIN/INCH SPACED 20 O. C �.- _ N \ \ y ( - _ O 9f SEPTIC SYSTEM SHALL N 89.33'34'£ t �` \ / �J4.9 /'\ o.; D.E.P. TITLE S AND LOCALlw 406 58 ' REGULATIONS. p! l� _ �? / c t fSil i g� '`�� � f7 V� ✓rr : APEA A MULCHED OR LAWY AREA AREA rITN PLANTINGS � 1 I COMPONENTS LOCATED UNDER 41 4.0 PROP'D 142 VEHICULAR TRAFFIC OR GREATER /// �ti NEW urcH OAS lN LIGHT �!_-. r�y PROPOSED WATER SCAViCE SHALL BE CAPABLE OF WITH- R/M !I rrm .-EL fL ZOADS, O 2-600 L LEACH P; TS W/4 SZONE' PROPOSED 6972 S.F. OFFIQ I:"LD(Ni , ' / Pi TALL BE SCHEDULE 40 OR % PRECAST CONCRETE AND WATERTIGHT. -- /1 �..; I 1. // m : a / ! - /• / �.-. / �/ 1 J'.G PROP.D /0. D -BOX /S TO BE WATER TESTED TO CHECK FOR LEVEL, / 1 I ! + J L rGHr I 1 1 r .o 7.6 ! c / 6' r/DF PAYED WALK I _•}/ MH W/VENT / J4 0 11. BEFORE CONSTRUCTION CALL 'DIG -SAFE', 1-888-DIO-SAFE AND THE LOCAL WATER DEPT. i I + ti + y''rPP2 5 w 35.2 r f 1500 WL l3 PAVED PARKING SPACES ! �' / r. \ ! ; I i // FOR LOCATION OF UNDERGROUND UTILITIES. i /SEPTIC L K / / `rPt I // t � is -5 W1 / PROP:D f� I I 70'r 2011 /• /- , 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE SOIL REMOVAL"., / troir 1 // I ITYP) ! i I So 4 D -BOX 7fPc r .L /� . /, I . 1 _' 11 DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION SEE NorE rJ. e r // V j // W/LIGHTS i t<'15 h• 6' W/BE PAVED WALK l OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE j / J.,6 r, I { / r6 ! O PROPOSED J" R V CURB / / r I- - 4 1 CONSTRUCTION INSPECTIONS. RAREAA TRE£ lryP1//1\/•\+J6.s m PUMP113. ALL'UNSUI7ABLE MATERIAL (A LS B HOR170NS! CHAMe£a//o / 24 PAYED PAPCING SPACES\/•r PAVED OR I V£ /, / _ _ \n ENCOUNTERED BELOW THE INVERT OF THE LEACHING ///��}J3 0 1``t�dFACILITY TO BE REMOVED FOR A DISTANCE OF 5'34. AROUND AND REPLACED WITH SAND IN ACCORDANCE 26• �• � � "-----� WfTH TlTLE 5.DUMP_ O W,$TDCRAD£ �. +J.. ! ! /� i ,.�,Y I ; I i /�,-- .o \ ; !` FENCE AROUND S CAT BASIN\ \ \ \ \ W/VENT !Y \ ' 34.7 / 0 i I J4.5 34.4 I ' i ! r \\ `\ J 6 0 WL LEACH`\ pv/,L'C ER ARCA 34 /i \ \ \\ PITS .`4'STONE'-.L/ I/ , \ \ (v 121 14.22'1. � .r � / ..- 1.�• \ \ \ \ . ,' t 58.93' BM CB/DN N 89.33'34'E 5 89'33'34'W y ` t \ i -------------------------------------------- ------------------- ------ /L---------- EL -35.11----1------ ------\------ \ ------------------------------- -- ---- ---------- - ------ + ' L - - .. • rC 1'SFt 6YLAW CF AN EXISt!kl - HEAVY DUTY METAL FRAME A ORATE -- - 4' CALIPER Tv E EVFROR A IO P2r FCEL' 3 Cl LEPER TS:E FV, RY FEc'T 8- MIN. H2O CAST W TN1*' raF vl�FE.R. IRON FRAME AND COVER S L f-1 T E P �{ OF- L A 1\10 FRAME SET IN FULL $ED'OF MORTAR 4' MIN. PEASTONE TO FINISH GRADE - / V BRICK AND MORTAR LEVELING COURSE 4 MIL POLY '. . L O T / 3A A/VSEL HAL L E'TT ROAD 2' TAPERED SECTION ,. ^; Ad WEE 114FROM BASIN I?.LMlNLHOPE /y TO OTHER �% G S / )/ A R O U )L7 ( -� � I3t ( � YY LEACHING PITS LEGEND + "A ' I VENT PREPARED FOR RISER SECTION !2' DIAM PIPE FLOW - H£rGHrs roar 3/4'-l1/?' WASHED LEACHING /0' MINIMUM DISTANCE CONCRETE BOUND FOUND STONE ALL AROUND BASIN H c BETWEEN LEACH PITS ® WATER GATE IH -201 -W- WATER L JNE ^ �L L 0 W S TREE T RE TR 0 HYDRANT 00 fi 8D 0 GAS GATE SCALE : / .20 FEBRUAR Y '-/ 6 . .2001 z REINFORCED PRECAST - -G- GAS LINE ' ' CONCRETE TYPE I-1 BITUMINOUS CONCRETE h O I BASE SECTION N' rN_2a 6' DIAM. Z' BINDER COURSE. !' TOP CCU --SE BASINSE , -4 UTILITY POLE W/ GUY WIRE l/ L� 111414111 EAG LE SUFRVEY I N G I N C 4' MAN: • . STOhE----OHW OVER HEAD WIRES s ' SEE PLAN FOR ACTUAL w1DT • • •• h • A •• h •, 8.5' DENSE GRADED CRUSHLD 923 Route 6A -T- UNDERGROUND TELEPHONE LINE ION MR . 02875 LEACHING BASIN '� OR 11' GRAVEL E4SE x :,.4 EXISTING SPOT ELEVAT// _� Yarmouthpor t , SET ON SOL ID BASE DETAIL �--�-/oo__- FxlsrlNc CONTOUR /\`t/ (508) 362=-8'132 - 4o.4O PROPOSED SPOT ELEVATION ( 5013) 432-5333 CATCH BASIN No SCALE PAVEMENT DETAIL _ � RUNOFF DIRECTION ��- Ny SCALE NO SCALE 0 . 10 20 '.. 40 JOB NO: 99-105 FIELD: CFW'/EEK CAtC: CFW/SAN CHECK: C'W DRN.' SAH YAC YE MERLYAYY FLOAT Sri revs WEEP HOLE ALARM ON 2LS PUMP ON CHECK VALVE e,3• . PLVP OFP 71ro ILVIs 177 C.F, x 61.4 •/C.F• - 11057*. H-20 TANK - 14500. OK SOIL TEST P1 ! DA TA B ' PVC OUTLET - INDICATES INDICATES PERCOLATION = OBSERVED TEST GROUNDWATER TP #1 TP 02 0- HORIZON TEXTURE COLOR 32.0 0' HORIZON TEXTURE COLOR JOYR 36,0 4. THE ALARM SHALL START A7 THE ELEVATION SHORN AND Bf T \ OIA LOAMY LOAMY IOYR AND DEEDS OF RECORD AND ODES POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. PUMP DETA I L : NOT TO SCALE \� !! yl \ SAND 2/1 A SAND 3/2 31.2 Io. ' ACTUAL ON THE GROUND SURVEY, � y \ \ !0' .. ......... ................... 35.2 5. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. USING 1000 WL. PUMA CHAMBER \ N-20. WATERTIGHT AND WATERPROOF \\ 1 A t �\ D, SANDY IGYR LOAMY IOYR ! \ I / O LOAM 4/4 B SAND 5/8 S NOVD, FOR BENCH MARKS SET. \ ) / ®rP LOT 14 \\ l8 - O..., .. 30.5 30' ............. . ......... ....... 33.5 1 tt '/ C.I.• LOAMY 614 MED -COARSE 2,5Y ' HAS BEEN MADE AS 7O 1 t , \ �-" t `.� C -% t SAND 6/4 SAND AND 6/4 DEED RESTRICTIONS OR ZONING \ ta: l}2' \ 42' 28.5 SHALL REMAIN THE CLIENTS \ \ \ J7 ° -- ---_! GRAVEL r _ I ----- --- T2 9 C2 TIGHT C SAND 0 OBTAIN ALL PERMITS. SPECIAL FINES A IRON ES ETC. FOR THIS PROJECT. +Js / ` \ sJ.6% / / 60 • ....................... 27.0 ---- `MED FINE SAND 2.5Y THE CLIENT'S RESPONSIBILITY 3S'5 \ rPPr� C`3 "AND COARSE 7/4 OSED BUILDING FOUNDATION ` / 96' ...... 24.0 FINE ?.SY UNT FOR THE EXISTING GRADE +s5o ` 98' C4 SAN23.8 D 7/3 ONS AT THE LOCATION OF THE\ 120 - 3. 22.0 150- 23.5 / NO WATER UNOFF FROM IMPERVIOUS AREAS \ %// /�- -- W`t DATE: DECEMBER 15. 1998 DATE: FEBRUARY 2. 2000 7N SITE: _- \ // / e, TEST BY: THOMAS McLELLAN TEST BY., STEPHEN HAAS 1 % PRCPCSED J" eauPER ,1P_ _ _ \ C d "' WITNESSED BY: CHARLOTTE SrIEFEL WITNESSED BY: AMY VONHONE METHODS AND MATERIALS AND PUFFER ;REE frYPl '----_ �. \ i p v i PERC RATE: e2 MIN/INCH PERC RATE: (2 MIN/INCH SPACED 20 O. C �.- _ N \ \ y ( - _ O 9f SEPTIC SYSTEM SHALL N 89.33'34'£ t �` \ / �J4.9 /'\ o.; D.E.P. TITLE S AND LOCALlw 406 58 ' REGULATIONS. p! l� _ �? / c t fSil i g� '`�� � f7 V� ✓rr : APEA A MULCHED OR LAWY AREA AREA rITN PLANTINGS � 1 I COMPONENTS LOCATED UNDER 41 4.0 PROP'D 142 VEHICULAR TRAFFIC OR GREATER /// �ti NEW urcH OAS lN LIGHT �!_-. r�y PROPOSED WATER SCAViCE SHALL BE CAPABLE OF WITH- R/M !I rrm .-EL fL ZOADS, O 2-600 L LEACH P; TS W/4 SZONE' PROPOSED 6972 S.F. OFFIQ I:"LD(Ni , ' / Pi TALL BE SCHEDULE 40 OR % PRECAST CONCRETE AND WATERTIGHT. -- /1 �..; I 1. // m : a / ! - /• / �.-. / �/ 1 J'.G PROP.D /0. D -BOX /S TO BE WATER TESTED TO CHECK FOR LEVEL, / 1 I ! + J L rGHr I 1 1 r .o 7.6 ! c / 6' r/DF PAYED WALK I _•}/ MH W/VENT / J4 0 11. BEFORE CONSTRUCTION CALL 'DIG -SAFE', 1-888-DIO-SAFE AND THE LOCAL WATER DEPT. i I + ti + y''rPP2 5 w 35.2 r f 1500 WL l3 PAVED PARKING SPACES ! �' / r. \ ! ; I i // FOR LOCATION OF UNDERGROUND UTILITIES. i /SEPTIC L K / / `rPt I // t � is -5 W1 / PROP:D f� I I 70'r 2011 /• /- , 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE SOIL REMOVAL"., / troir 1 // I ITYP) ! i I So 4 D -BOX 7fPc r .L /� . /, I . 1 _' 11 DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION SEE NorE rJ. e r // V j // W/LIGHTS i t<'15 h• 6' W/BE PAVED WALK l OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE j / J.,6 r, I { / r6 ! O PROPOSED J" R V CURB / / r I- - 4 1 CONSTRUCTION INSPECTIONS. RAREAA TRE£ lryP1//1\/•\+J6.s m PUMP113. ALL'UNSUI7ABLE MATERIAL (A LS B HOR170NS! CHAMe£a//o / 24 PAYED PAPCING SPACES\/•r PAVED OR I V£ /, / _ _ \n ENCOUNTERED BELOW THE INVERT OF THE LEACHING ///��}J3 0 1``t�dFACILITY TO BE REMOVED FOR A DISTANCE OF 5'34. AROUND AND REPLACED WITH SAND IN ACCORDANCE 26• �• � � "-----� WfTH TlTLE 5.DUMP_ O W,$TDCRAD£ �. +J.. ! ! /� i ,.�,Y I ; I i /�,-- .o \ ; !` FENCE AROUND S CAT BASIN\ \ \ \ \ W/VENT !Y \ ' 34.7 / 0 i I J4.5 34.4 I ' i ! r \\ `\ J 6 0 WL LEACH`\ pv/,L'C ER ARCA 34 /i \ \ \\ PITS .`4'STONE'-.L/ I/ , \ \ (v 121 14.22'1. � .r � / ..- 1.�• \ \ \ \ . ,' t 58.93' BM CB/DN N 89.33'34'E 5 89'33'34'W y ` t \ i -------------------------------------------- ------------------- ------ /L---------- EL -35.11----1------ ------\------ \ ------------------------------- -- ---- ---------- - ------ + ' L - - .. • rC 1'SFt 6YLAW CF AN EXISt!kl - HEAVY DUTY METAL FRAME A ORATE -- - 4' CALIPER Tv E EVFROR A IO P2r FCEL' 3 Cl LEPER TS:E FV, RY FEc'T 8- MIN. H2O CAST W TN1*' raF vl�FE.R. IRON FRAME AND COVER S L f-1 T E P �{ OF- L A 1\10 FRAME SET IN FULL $ED'OF MORTAR 4' MIN. PEASTONE TO FINISH GRADE - / V BRICK AND MORTAR LEVELING COURSE 4 MIL POLY '. . L O T / 3A A/VSEL HAL L E'TT ROAD 2' TAPERED SECTION ,. ^; Ad WEE 114FROM BASIN I?.LMlNLHOPE /y TO OTHER �% G S / )/ A R O U )L7 ( -� � I3t ( � YY LEACHING PITS LEGEND + "A ' I VENT PREPARED FOR RISER SECTION !2' DIAM PIPE FLOW - H£rGHrs roar 3/4'-l1/?' WASHED LEACHING /0' MINIMUM DISTANCE CONCRETE BOUND FOUND STONE ALL AROUND BASIN H c BETWEEN LEACH PITS ® WATER GATE IH -201 -W- WATER L JNE ^ �L L 0 W S TREE T RE TR 0 HYDRANT 00 fi 8D 0 GAS GATE SCALE : / .20 FEBRUAR Y '-/ 6 . .2001 z REINFORCED PRECAST - -G- GAS LINE ' ' CONCRETE TYPE I-1 BITUMINOUS CONCRETE h O I BASE SECTION N' rN_2a 6' DIAM. Z' BINDER COURSE. !' TOP CCU --SE BASINSE , -4 UTILITY POLE W/ GUY WIRE l/ L� 111414111 EAG LE SUFRVEY I N G I N C 4' MAN: • . STOhE----OHW OVER HEAD WIRES s ' SEE PLAN FOR ACTUAL w1DT • • •• h • A •• h •, 8.5' DENSE GRADED CRUSHLD 923 Route 6A -T- UNDERGROUND TELEPHONE LINE ION MR . 02875 LEACHING BASIN '� OR 11' GRAVEL E4SE x :,.4 EXISTING SPOT ELEVAT// _� Yarmouthpor t , SET ON SOL ID BASE DETAIL �--�-/oo__- FxlsrlNc CONTOUR /\`t/ (508) 362=-8'132 - 4o.4O PROPOSED SPOT ELEVATION ( 5013) 432-5333 CATCH BASIN No SCALE PAVEMENT DETAIL _ � RUNOFF DIRECTION ��- Ny SCALE NO SCALE 0 . 10 20 '.. 40 JOB NO: 99-105 FIELD: CFW'/EEK CAtC: CFW/SAN CHECK: C'W DRN.' SAH