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HomeMy WebLinkAbout83-1958 - Site PlanSEPARATE CIRCUIT FROM PUMP COMPARABLE MEPNS FOR FUNRE L N. MYERS WHIR 3 4HP (NOT TO SCALE) . ACCESS COVERS TO WITHIN 6" OF FIN. GRADECONCRETE COVERS TO WITHIN 3" GRADE 2" SOLIDS CAPABLE 2" PEASTONE OR GEOTEXTILE HIGH HEAD PUMP TOP FOUND. EL 24.0' 24"0 H-20 STEEL COVERS FILTER FABRIC OVER STONE 230 V 16 60HZ 15.0' PROVIDE QUICK DISCONNECT FOR PUMP MINIMUM .75' OF COVER OVER PRECAST 2R SLOPE REQUIRED OVER SYSTEM 22.0-24.0 w NOTE: 600± GAL RESERVE WATERTEST D'BOX FOR LEVELNESS BLOCKS OR PRECAST RISERS z 20 PROVIDED IN PC 4'OSCH40 PVC MORTAR ALL INVERT IN 20.0' o INV. IN 12.0' PIPES LEVEL 1ST 2' 5. COMPONENTS s FLOAT SWITCH 14" TEE 2" PRESSURE LIN_ E NDS) SIDES 21.0' 0 '° 12.5'. SETTINGS: o ALARM ON SLOPE TO DRAIN BACK ®®®® ®®®® f�l�®tom- ®®® MAINTAIN 4' FROST ° ®®®®®®®®EA®® E ®E3pi ®��®® ° ZABEL FILTER* WEEP NOLES °o° ° +_ :_ (A1oo) PROTECTION 8®®®®®®®®®® ®®®®�®®®�®® ' ourLEr TEE CHECK VALVE ®®®®®®®®®®® ®®®®®®®®©®® 18.0' PUMPAaRW FOR 6" W/EXTENSION 20.37 2 .2' EFFLUENT PUMP 1500 GAL MIN. MYERS WHIR (HIGH HEAD) UAL PUMP ON / 5" THIS SIDE 3/4'-1-1/2* DOUBLE WASHED STONE 3.0' MIN. 500 GAL LEACHING CHAMBERS IR ACME PRECAST OR EO OF BAFFLE I ALL SUBMERSIBLE 3/4 HP PUMP(5) UNITS REQUIRED 5" WORKING RANGE 12 6.8' SYSTEM (OR EQUAL) 6" CRUSHED STONE OR MECHANICAL OVERALL AROUND PRECAST OUTSIDE DIMENSIONS TO OUTSIDE OF STONE: 58.0' X 10.83' (ON BLOCK) - COMPACTION. (15.221 [21) - PUMP OF 0000 00 �oovv>o 0 0000 ° .2500 GAL. SEPTIC TANK/PUMP .CHAMBER COMBINATION (--L-% SLOPE) LEACHING B.5 BOTTOM TH-4 FOUNDATION- 15' SEPTIC TANK 312' D' BOX 22' FACILITY NO GROUNDWATER FOUND (_q.3 z SLOPE) LO f LINE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM #1 "ACCESS FOR ROUTINE MAINTENANCE 09 /Z� I MUST BE PROVIDED FOR ZABEL FILTER. A0 l INSTALLER MUST FOLLOW ALL w P`( /r J 33,59 W ,� o w #9� MANUFACTURER'S SPECIFICATIONS FOR \ \N`\I J 843 p / #1 0 / PROPER FILTER INSTALLATION \ \ I 6p 0 2 \YRB - -i _ - - - - AIL VEGETATED / / --- - f ► `� ------ J h) / 1� #3 <�G1 WETLAND %/ #8 / I BENCHMARK 4 / �/ I 2,120 SF / ( YRB FOUND I_i//i' J 1111 / I EL = 16.0' TING ii- -_- _�' /' _1 x/ I I t 1 I ` HAMLYN CONSUL I#4Z / 4- 5' REMOVAL OF UN';UITABLE �QIL REQUIRED / - - I ROUND PERIMETERkOF UEACHING?VACIUTY Pond a O LOCUS MAP Rood C ml SCALE 1"=2000'± ASSESSORS MAP 121 PARCEL 27 LOCUS IS WITHIN FEMA FLOOD ZONE A3 (EL 11) & C AS SHOWN ON COMMUNITY PANEL #250015 0001D REVISED 7-2-1992 OWNER OF RECORD HULBERT ENTERPRISES, LLC 15635 CHILCOAT ROAD SPARKS MD 21152 REFERENCES DEED BOOK 26153 PAGE 191 PLAN BOOK 643 PAGE 65 NOTES ,I L' THNSUITABLE SOIL LAYER. REP CLEAN MED. SA D -T MEET �� / / / / / 2. MUNICIPAL WATER IS AVAILABLE I� 22 SeECIFlCATtOt�S�OF 310 CMR 18`255(3) / _ - - I ITH \ 1 \ \ / / . / 22 - - 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. y / f / I\�= - \ 20� 00 / / / 4. DESIGN LOADING FOR ALL PROPOSED PRECAST 1 1 n� i ro \ I I �\ \ / / / / ' _ - - - - UNITS TO BE AASHO H-22 1 1 I I % �O 5. PIPE JOINTS TO BE MADE WATERTIGHT. I ti 1 � } 4- I I 43.33 1 \ � � \ // -' / j' \ \ / / / 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 0291 F�/ 'J \/ 1 I I Iof IN 1163 WITH 310 CMR 15.000 (TITLE 5.) PRi)NDE 21' qF 40 MIL U TER I \ /' /' ' / /' / / _ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND I I I ; SS1 J J I I y I 1 ATI 5' OFF SpS IN AREA f (�\ �� \ /' //' //' / /' -- - NOT TO BE USED FOR LOT UNE STAKING OR ANY OWN. TOP IAT ELEV. 21.6', TH 3 ! f \ TH 5 \\ / / / / / / OTHER PURPOSE. J, PROPOSED / - 1 I RB ! (2) LEACH I \ \ /I f I I I ro TTOM AT fiL 18.0'± J 1 I ND I PITS ' I f f f I n I IL J / I \ \� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Iy\ %c 1''I� I I PROPOSED CONSTRUCTION APRON \ -24_ - - - / / / / / / / ' / 9. COMPONENTS NOT TO BE BACKFILLED OR PROPOSED I YRB I I I C TCH BASINS ' J \ ? I I I T 30'X40' WASHED STONE (1.5") I / / / ' CONCEALED WITHOUT INSPECTION BY BOARD OF J I 1 RIM 12.8 ; FND / r (, m f / ), i WITH FI4TER FABRIC J'BELOW i 1I I\ \ - -25� \ \ - / / / / / / / / / ,/ HEALTH D PERMISSION OBTAINED FROM BOARD IQ I 1V R64OVE HEDGE f 1 A. N F R DRIVEWAY ! r J )' i I I I \ / / / / 10. CONTRACTOR SHALL BE RESPONSIBLE FOR w Ir I I SEP LANDSCAPE \J I f I A *= I I I _ 1� ' CALLING DIGSAFE (1-888-344-7233) AND to k f''� I 1 - -26- _ - i PLAN FOR / J I y1. f TAPER TOPS QF WALL / I _ _ OFF �/ / / ° VERIFYING THE LOCATION of ALL UNDERGROUND do OJO¢� CPFPLAWnN (TYP.) / 60l /THRbUGMIJHS AREAI J / ,/ ,/ ---_ T�q�/D ����� / y� J1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF U I WIT Ir EI�TI G GRADE / / , / / / f- �L - - WORK. CONTRACTOR TO COORDINATE UTILITY ]_UI= I I QW / x / CONNECTIONS WITH APPROPRIATE VENDORS. W U 10 I I / / , / / -2>- - _ / / Z N 11. ANY UNSUITABLE MATERIAL ENCOUNTERED to _ _ _ / SHALL BE REMOVED 5' BENEATH AND AROUND THE wj �I / / y s �O �Or/ Y� // / / , / , / / / l i / / PROPOSED LEACHING FACILITY. 23 I 'I'� / TH - / /i' �/ I 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN 28-- k/ SAND. 13. FOUNDATION DRAIN REQUIRED, DAYLIGHT TO ICD / f J / EL.14 CONTOUR t 1�z I l l l / J // LOT 1 _ _ i' / i' / 14. ROOF RUNOFF TO BE DIRECTED TO DRIVE AND .I tnJ �I I I sSLNE A1SEWERER E / l I '� I f I I l l i ^ -29- - - NATURAL AREAS, DO NOT ALLOW TO PUDDLE I CD ly I I I 10' 0 / . N 4- l f l / j UPLAND: /40,544± SF QOy� APPROXIIMATE AREA DRAINST FOUNDATION. PLAN D 6 F P PING. OTHER / t N / / / I j 1 I I II / /y / W 6 a t 1/l ! ! 1 ( l WHTLAN 2,1204- SF G? f ! II / / / , 1 / / F : �\ \ \ \ \ \ TOTAL ARE 42,664± SFCm I // , I 3�7 1'.' \ \\ \\ \\ `\ `\ \OR 0.�± AC. �� SYSTEM DESIGN: I WQI2K OMIT UNE J I SIL f BARRIER h / �, / / (.r' \ \ \ \ \ \ N. = 21.0 �� GARBAGE DISPOSER IS NOT ALLOWED I I I (TYP.) / �0 N I, \V A\ f a DESIGN FLOW: 6 BEDROOMS ® 110 GPD = 660 GPD I X I I I I / / i N \ \ - _ USE A 660 GPD DESIGN FLOW f % LO do REPO�TION \ \ \ _- MARY PACE GRANT C,4 4t 1 Exlsnr eouLDER \ N \\ \\ \\ _ \ \ 7-HtLL-SEA ROAD SEPTIC TANK: 660 GPD (2) = 1320 YARMOUTHPORt-M 02675 USE A H-20 2500 GAL. DUAL COMPARTMENT wa 11 \\ \ \ a� \\ \\ DBAP 125 PGL 26- SEPTIC TANK PUMP CHAMBER COMBO I I I I / ��• m \ �2 \ 1453'04'42 E ` \ ` ` ��28 LEACHING: 60.33 \ ` \ 2s SIDES: 2 (58 + 10.83) 2 (.74) = 204 GPD BOTTOM 58 x 10.83 (.74) = 465 GPD ASPHA T DRIVEWAI� X23. \ I J I ry \ \ TOTAL: 903 S.F. 668 GPD MA USE ( 5 HSTONE ATENDS AND 3' AT SIDES GLEACHING S (ACME OR EQUAL) WITH 3 •• y,.ju,•2.0�XdvNt:.ySwra�y�j����.ye�y. �♦� /- ,�. r 't r. �`•5i;Ni3-fir°:r.. -2 �'i3y^•x -'.-.�•Lf�iEsi �4%�7yv��.`�y Sy'??����;� ij��� - � 1 I • 4 Ilil _ L � - DATE TEST HOLE LOGS \ JEFFREY M. & PATRICIA ENGINEER. DANIEL A, OJALA, PE. SE#1805 _ ' \ \ \ \ _N,. \ 1_ 1 - 1 1 / -1 \ TRONGONE WITNESS: AMY VON HONE, RS 1 \ \ ST/PC 9 ALDER _WAY_ - - DATE: 8-24-2011 o ti / ARMONK, N.Y. 10504- i! \ �` \ \ p \ \ _ / }ry / MAP 121 PCL 25 < 6 MIN/INCH(#4), <3 MIN INCH 7 / / PERC. RATE _ / (# ) Am I !n FOU�1D. / DB 25806 P� 24 I I I \ I o� \ \ / WORK LIMIT LINE i II DRA N 1 R\RCH I / // / / SILT B ARW (TYP.) CLASS I SOILS � \ 17 24J ELEV ELEV BOARD OF HEALTH 62.5' 4' HIGH BLACK / / /4 21.5' 23.5' " o METAL FENCE GATE' / O" 0 0 �ROOOS D _ h/ / OPENING OUTWARD, / A A/ II \SWIM IN POL � ti SELF CLOSIN !LATCH / 7�4// // II \ \ \\ \ 6Ot FSF - /` ,22' } ti // / ON INSIDE/(YP.) / / / /SL �SL� \ 1 I� EL.\ 23.2 \ /`' o BENCHMARK /' / / / / "F/0 8" 1 OYR 4/2 22.83' 8" t 0YR I\ 1 w„ \ \ /.. �2CEDAR AT /i 8 20.83 ., N I.O II \ \ 0 >M 2 EL=28.9'/ .o. O1 Y / z m z II \ \ 1 1 T b l /4' HIGH BIL rriD I I n I I \\ 11 =I ry IR \ N / 0 METAL FEyCE DO r7i to v� IDI ✓ / I \ / SS / / / // . ov Cb 7 I 1 v v / // / dkE 4- 16 b °22 1 / I I I \ \ / / /V BVW-A 2Z �. 8' I C� / ItI� O�� WDA m X. f BVW-A1 i of hol6o >m �\ \\ _-f----- 1_---1 -- // 24" 10YR 5/6 FSiS PERC 2.5Y 6/4 120" 24" K10YR 5/61A21.5' 19.5' / SiL 96" 10YR 5/4 13.5' MS 11.5' 192" 2.5Y 5/6 7.5' ELEV. 23_5' 22.83' 36" r/2.5Y 7/6��]20.5' W 96" 13.5' C2 PERC V MS 192" 2.5Y 5/6 7.5' 10YR 5/4/ 156" 8.5' 200" 10YR 5/3 6.83' 200" 1 oYR GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED ® 156" QLD \ \ \ - - - Iw I-----I------�\AW-A2ml UNSUITABLE 8;8%9 dI D \\ \mss_ Ib- _ I I II solL i Iw 1w ALARM AND CONTROL PANEL rm \\ TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE S TAPE OR MARKED WITH MAGNETIC ., SYSTEM CURVE ocAno SEPARATE CIRCUIT FROM PUMP COMPARABLE MEPNS FOR FUNRE L N. MYERS WHIR 3 4HP (NOT TO SCALE) . ACCESS COVERS TO WITHIN 6" OF FIN. GRADECONCRETE COVERS TO WITHIN 3" GRADE 2" SOLIDS CAPABLE 2" PEASTONE OR GEOTEXTILE HIGH HEAD PUMP TOP FOUND. EL 24.0' 24"0 H-20 STEEL COVERS FILTER FABRIC OVER STONE 230 V 16 60HZ 15.0' PROVIDE QUICK DISCONNECT FOR PUMP MINIMUM .75' OF COVER OVER PRECAST 2R SLOPE REQUIRED OVER SYSTEM 22.0-24.0 w NOTE: 600± GAL RESERVE WATERTEST D'BOX FOR LEVELNESS BLOCKS OR PRECAST RISERS z 20 PROVIDED IN PC 4'OSCH40 PVC MORTAR ALL INVERT IN 20.0' o INV. IN 12.0' PIPES LEVEL 1ST 2' 5. COMPONENTS s FLOAT SWITCH 14" TEE 2" PRESSURE LIN_ E NDS) SIDES 21.0' 0 '° 12.5'. SETTINGS: o ALARM ON SLOPE TO DRAIN BACK ®®®® ®®®® f�l�®tom- ®®® MAINTAIN 4' FROST ° ®®®®®®®®EA®® E ®E3pi ®��®® ° ZABEL FILTER* WEEP NOLES °o° ° +_ :_ (A1oo) PROTECTION 8®®®®®®®®®® ®®®®�®®®�®® ' ourLEr TEE CHECK VALVE ®®®®®®®®®®® ®®®®®®®®©®® 18.0' PUMPAaRW FOR 6" W/EXTENSION 20.37 2 .2' EFFLUENT PUMP 1500 GAL MIN. MYERS WHIR (HIGH HEAD) UAL PUMP ON / 5" THIS SIDE 3/4'-1-1/2* DOUBLE WASHED STONE 3.0' MIN. 500 GAL LEACHING CHAMBERS IR ACME PRECAST OR EO OF BAFFLE I ALL SUBMERSIBLE 3/4 HP PUMP(5) UNITS REQUIRED 5" WORKING RANGE 12 6.8' SYSTEM (OR EQUAL) 6" CRUSHED STONE OR MECHANICAL OVERALL AROUND PRECAST OUTSIDE DIMENSIONS TO OUTSIDE OF STONE: 58.0' X 10.83' (ON BLOCK) - COMPACTION. (15.221 [21) - PUMP OF 0000 00 �oovv>o 0 0000 ° .2500 GAL. SEPTIC TANK/PUMP .CHAMBER COMBINATION (--L-% SLOPE) LEACHING B.5 BOTTOM TH-4 FOUNDATION- 15' SEPTIC TANK 312' D' BOX 22' FACILITY NO GROUNDWATER FOUND (_q.3 z SLOPE) LO f LINE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM #1 "ACCESS FOR ROUTINE MAINTENANCE 09 /Z� I MUST BE PROVIDED FOR ZABEL FILTER. A0 l INSTALLER MUST FOLLOW ALL w P`( /r J 33,59 W ,� o w #9� MANUFACTURER'S SPECIFICATIONS FOR \ \N`\I J 843 p / #1 0 / PROPER FILTER INSTALLATION \ \ I 6p 0 2 \YRB - -i _ - - - - AIL VEGETATED / / --- - f ► `� ------ J h) / 1� #3 <�G1 WETLAND %/ #8 / I BENCHMARK 4 / �/ I 2,120 SF / ( YRB FOUND I_i//i' J 1111 / I EL = 16.0' TING ii- -_- _�' /' _1 x/ I I t 1 I ` HAMLYN CONSUL I#4Z / 4- 5' REMOVAL OF UN';UITABLE �QIL REQUIRED / - - I ROUND PERIMETERkOF UEACHING?VACIUTY Pond a O LOCUS MAP Rood C ml SCALE 1"=2000'± ASSESSORS MAP 121 PARCEL 27 LOCUS IS WITHIN FEMA FLOOD ZONE A3 (EL 11) & C AS SHOWN ON COMMUNITY PANEL #250015 0001D REVISED 7-2-1992 OWNER OF RECORD HULBERT ENTERPRISES, LLC 15635 CHILCOAT ROAD SPARKS MD 21152 REFERENCES DEED BOOK 26153 PAGE 191 PLAN BOOK 643 PAGE 65 NOTES ,I L' THNSUITABLE SOIL LAYER. REP CLEAN MED. SA D -T MEET �� / / / / / 2. MUNICIPAL WATER IS AVAILABLE I� 22 SeECIFlCATtOt�S�OF 310 CMR 18`255(3) / _ - - I ITH \ 1 \ \ / / . / 22 - - 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. y / f / I\�= - \ 20� 00 / / / 4. DESIGN LOADING FOR ALL PROPOSED PRECAST 1 1 n� i ro \ I I �\ \ / / / / ' _ - - - - UNITS TO BE AASHO H-22 1 1 I I % �O 5. PIPE JOINTS TO BE MADE WATERTIGHT. I ti 1 � } 4- I I 43.33 1 \ � � \ // -' / j' \ \ / / / 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 0291 F�/ 'J \/ 1 I I Iof IN 1163 WITH 310 CMR 15.000 (TITLE 5.) PRi)NDE 21' qF 40 MIL U TER I \ /' /' ' / /' / / _ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND I I I ; SS1 J J I I y I 1 ATI 5' OFF SpS IN AREA f (�\ �� \ /' //' //' / /' -- - NOT TO BE USED FOR LOT UNE STAKING OR ANY OWN. TOP IAT ELEV. 21.6', TH 3 ! f \ TH 5 \\ / / / / / / OTHER PURPOSE. J, PROPOSED / - 1 I RB ! (2) LEACH I \ \ /I f I I I ro TTOM AT fiL 18.0'± J 1 I ND I PITS ' I f f f I n I IL J / I \ \� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Iy\ %c 1''I� I I PROPOSED CONSTRUCTION APRON \ -24_ - - - / / / / / / / ' / 9. COMPONENTS NOT TO BE BACKFILLED OR PROPOSED I YRB I I I C TCH BASINS ' J \ ? I I I T 30'X40' WASHED STONE (1.5") I / / / ' CONCEALED WITHOUT INSPECTION BY BOARD OF J I 1 RIM 12.8 ; FND / r (, m f / ), i WITH FI4TER FABRIC J'BELOW i 1I I\ \ - -25� \ \ - / / / / / / / / / ,/ HEALTH D PERMISSION OBTAINED FROM BOARD IQ I 1V R64OVE HEDGE f 1 A. N F R DRIVEWAY ! r J )' i I I I \ / / / / 10. CONTRACTOR SHALL BE RESPONSIBLE FOR w Ir I I SEP LANDSCAPE \J I f I A *= I I I _ 1� ' CALLING DIGSAFE (1-888-344-7233) AND to k f''� I 1 - -26- _ - i PLAN FOR / J I y1. f TAPER TOPS QF WALL / I _ _ OFF �/ / / ° VERIFYING THE LOCATION of ALL UNDERGROUND do OJO¢� CPFPLAWnN (TYP.) / 60l /THRbUGMIJHS AREAI J / ,/ ,/ ---_ T�q�/D ����� / y� J1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF U I WIT Ir EI�TI G GRADE / / , / / / f- �L - - WORK. CONTRACTOR TO COORDINATE UTILITY ]_UI= I I QW / x / CONNECTIONS WITH APPROPRIATE VENDORS. W U 10 I I / / , / / -2>- - _ / / Z N 11. ANY UNSUITABLE MATERIAL ENCOUNTERED to _ _ _ / SHALL BE REMOVED 5' BENEATH AND AROUND THE wj �I / / y s �O �Or/ Y� // / / , / , / / / l i / / PROPOSED LEACHING FACILITY. 23 I 'I'� / TH - / /i' �/ I 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN 28-- k/ SAND. 13. FOUNDATION DRAIN REQUIRED, DAYLIGHT TO ICD / f J / EL.14 CONTOUR t 1�z I l l l / J // LOT 1 _ _ i' / i' / 14. ROOF RUNOFF TO BE DIRECTED TO DRIVE AND .I tnJ �I I I sSLNE A1SEWERER E / l I '� I f I I l l i ^ -29- - - NATURAL AREAS, DO NOT ALLOW TO PUDDLE I CD ly I I I 10' 0 / . N 4- l f l / j UPLAND: /40,544± SF QOy� APPROXIIMATE AREA DRAINST FOUNDATION. PLAN D 6 F P PING. OTHER / t N / / / I j 1 I I II / /y / W 6 a t 1/l ! ! 1 ( l WHTLAN 2,1204- SF G? f ! II / / / , 1 / / F : �\ \ \ \ \ \ TOTAL ARE 42,664± SFCm I // , I 3�7 1'.' \ \\ \\ \\ `\ `\ \OR 0.�± AC. �� SYSTEM DESIGN: I WQI2K OMIT UNE J I SIL f BARRIER h / �, / / (.r' \ \ \ \ \ \ N. = 21.0 �� GARBAGE DISPOSER IS NOT ALLOWED I I I (TYP.) / �0 N I, \V A\ f a DESIGN FLOW: 6 BEDROOMS ® 110 GPD = 660 GPD I X I I I I / / i N \ \ - _ USE A 660 GPD DESIGN FLOW f % LO do REPO�TION \ \ \ _- MARY PACE GRANT C,4 4t 1 Exlsnr eouLDER \ N \\ \\ \\ _ \ \ 7-HtLL-SEA ROAD SEPTIC TANK: 660 GPD (2) = 1320 YARMOUTHPORt-M 02675 USE A H-20 2500 GAL. DUAL COMPARTMENT wa 11 \\ \ \ a� \\ \\ DBAP 125 PGL 26- SEPTIC TANK PUMP CHAMBER COMBO I I I I / ��• m \ �2 \ 1453'04'42 E ` \ ` ` ��28 LEACHING: 60.33 \ ` \ 2s SIDES: 2 (58 + 10.83) 2 (.74) = 204 GPD BOTTOM 58 x 10.83 (.74) = 465 GPD ASPHA T DRIVEWAI� X23. \ I J I ry \ \ TOTAL: 903 S.F. 668 GPD MA USE ( 5 HSTONE ATENDS AND 3' AT SIDES GLEACHING S (ACME OR EQUAL) WITH 3 •• y,.ju,•2.0�XdvNt:.ySwra�y�j����.ye�y. �♦� /- ,�. r 't r. �`•5i;Ni3-fir°:r.. -2 �'i3y^•x -'.-.�•Lf�iEsi �4%�7yv��.`�y Sy'??����;� ij��� - � 1 I • 4 Ilil _ L � - DATE TEST HOLE LOGS \ JEFFREY M. & PATRICIA ENGINEER. DANIEL A, OJALA, PE. SE#1805 _ ' \ \ \ \ _N,. \ 1_ 1 - 1 1 / -1 \ TRONGONE WITNESS: AMY VON HONE, RS 1 \ \ ST/PC 9 ALDER _WAY_ - - DATE: 8-24-2011 o ti / ARMONK, N.Y. 10504- i! \ �` \ \ p \ \ _ / }ry / MAP 121 PCL 25 < 6 MIN/INCH(#4), <3 MIN INCH 7 / / PERC. RATE _ / (# ) Am I !n FOU�1D. / DB 25806 P� 24 I I I \ I o� \ \ / WORK LIMIT LINE i II DRA N 1 R\RCH I / // / / SILT B ARW (TYP.) CLASS I SOILS � \ 17 24J ELEV ELEV BOARD OF HEALTH 62.5' 4' HIGH BLACK / / /4 21.5' 23.5' " o METAL FENCE GATE' / O" 0 0 �ROOOS D _ h/ / OPENING OUTWARD, / A A/ II \SWIM IN POL � ti SELF CLOSIN !LATCH / 7�4// // II \ \ \\ \ 6Ot FSF - /` ,22' } ti // / ON INSIDE/(YP.) / / / /SL �SL� \ 1 I� EL.\ 23.2 \ /`' o BENCHMARK /' / / / / "F/0 8" 1 OYR 4/2 22.83' 8" t 0YR I\ 1 w„ \ \ /.. �2CEDAR AT /i 8 20.83 ., N I.O II \ \ 0 >M 2 EL=28.9'/ .o. O1 Y / z m z II \ \ 1 1 T b l /4' HIGH BIL rriD I I n I I \\ 11 =I ry IR \ N / 0 METAL FEyCE DO r7i to v� IDI ✓ / I \ / SS / / / // . ov Cb 7 I 1 v v / // / dkE 4- 16 b °22 1 / I I I \ \ / / /V BVW-A 2Z �. 8' I C� / ItI� O�� WDA m X. f BVW-A1 i of hol6o >m �\ \\ _-f----- 1_---1 -- // 24" 10YR 5/6 FSiS PERC 2.5Y 6/4 120" 24" K10YR 5/61A21.5' 19.5' / SiL 96" 10YR 5/4 13.5' MS 11.5' 192" 2.5Y 5/6 7.5' ELEV. 23_5' 22.83' 36" r/2.5Y 7/6��]20.5' W 96" 13.5' C2 PERC V MS 192" 2.5Y 5/6 7.5' 10YR 5/4/ 156" 8.5' 200" 10YR 5/3 6.83' 200" 1 oYR GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED ® 156" QLD \ \ \ - - - Iw I-----I------�\AW-A2ml UNSUITABLE 8;8%9 dI D \\ \mss_ Ib- _ I I II solL i Iw 1w 7.6 9 I WETL61d 109± SF \2 \\ \\ I ► I j 11 TOTAL/AREA: 80,609± SF i I / 1.85± AC. \ I I I JUL\l �� to (V S. N. = 16.9 \\ I {`SHAPE AREA INCLUDES 67,646± UPLAND) I i ABVw c/ a •: I )�,6.7 ` / »- \ II I\ `\ / 4h�fA\tykOFArA,s s DANIaLA. yGN s° OJALA ` IVIL No. 46 BDH FND I \ -\ / DATE N59'5404" E DANIEL A. OJALA, P.E., 'P.LS. LH \ i 180.94 \ 1 DCE# 12-299 6.83' TITLE 5 SITE PLAN OF LAND IN YARMOUTH (PORT), MA LOT 2 MILL LANE PREPARED FOR EMELYN GRIZE _ EBRUARY 5, 2013 FEBRUARY I off 508-362-4541 fax 508-362-9880 downcope.com ig down cape engineering, Inc, civil engineers land surveyors Scale: 1"= 20' 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET 12-299 GRIZE SITE.DWG I.._ - i 11 rm \\ a��o I m I m WETL�ANC ZJrI LOT 2 '0 \ ' m �DO ^o o �� 1 UPLAND' 80 5004 --SF Ib l I IM BVW-B I \ 7.6 9 I WETL61d 109± SF \2 \\ \\ I ► I j 11 TOTAL/AREA: 80,609± SF i I / 1.85± AC. \ I I I JUL\l �� to (V S. N. = 16.9 \\ I {`SHAPE AREA INCLUDES 67,646± UPLAND) I i ABVw c/ a •: I )�,6.7 ` / »- \ II I\ `\ / 4h�fA\tykOFArA,s s DANIaLA. yGN s° OJALA ` IVIL No. 46 BDH FND I \ -\ / DATE N59'5404" E DANIEL A. OJALA, P.E., 'P.LS. LH \ i 180.94 \ 1 DCE# 12-299 6.83' TITLE 5 SITE PLAN OF LAND IN YARMOUTH (PORT), MA LOT 2 MILL LANE PREPARED FOR EMELYN GRIZE _ EBRUARY 5, 2013 FEBRUARY I off 508-362-4541 fax 508-362-9880 downcope.com ig down cape engineering, Inc, civil engineers land surveyors Scale: 1"= 20' 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET 12-299 GRIZE SITE.DWG