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HomeMy WebLinkAboutEngineered Plans - Rev. 2016ow►�1 w X ° I LOCUS INFORMATION 28 / SOIL TEST PIT DATA , EHH s �• / \ EXISTING � CURRENT �P NOT TO SCALE / > LEACHING / o/ e E ♦ �, \ ..AREA' NT OWNER: PAUL K. BUTLER. (2003) . 1 / ♦ �� J 2.1 x TITLE REFERENCE: DEED BOOK 26991, PAGE 110 �� �P TEST PIT DM -1 TEST PIT 2-1 TEST PIT 2-2 TEST PIT 3-1 EXISTING ♦ u CYC , 8� TRANSFOR \ \O� \ \ A\ GARAGE � �j� L� Q N GRD. EL. 12.6 GRD. EL .� -4 - GRD. EL. 1-9 GRD. EL. _ ��Q/"' %� 0 \ ♦ / / PLAN REFERENCE: 649/71 . ;a EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 !'Y,q EHH \ ���c� � \ / `-� APARTMENT G OVERHEAD ACCCCCADC UAD i J 7777.77-777 A LOAMY SAND 15" 10YR 3/2 5- DATE DESC. B 5/31/13 BOH REQ. LOAMY SAND 2/4/15 DATUM CHANGE TO NAD88 10YR 4/6 REDUCE HSE./ADD POOL 4" GRAVEL 8/1/16 42 26 ELEV=9.2 46" C FINE SAND 10YR 7/4 133" = 119" 144" -_-- 127" 146" 132" E -METER \Q \\ s`S:%. 1 LOAMY SAND 12. p0 \ ♦ PARCEL: A PORTION OF 102 LOCUS 8 �oYR 3/2 7" / ox 12.8 \\ \\ �y \\ \\\ ZONING DISTRICT RS -40 B � , # 8 \ � \ \ • ♦. _ SETBACKS: NT DE20' � LOAMY / SAND \ , REAR 20 LOCUS MAP ,orR 4/6 4 GRAVEL. ( / \ c ♦ \ \ 6 OVERLAY DISTRICT: NOT AN APD NOT TO SCALE 25" 30" �' \ ♦tip / \ ♦ NITROGEN SENSITIVE ELEV-9.0 ZONE: NOT A ZONE it " m o \\ �.♦ FEMAFLOODHOF 47 r / 4 \ \ \ \ ZONE DISTRICT' ZONE B & ZONE A-11 (ELEV. 11), , C . v / N W / �\ DATED 6/17/86 PANEL #250015 0004 C ��`� BRIAN G. y FINE SAND % N \ \ c YERGATIAN y IOYR 7/4 ' 1\\ f 12 ♦� EXISTING LOT SIZE: 57,775± S.F. CIVIL o NEW \ ! c ° \ \ ` No. 46206 " " m OG ON X .12.5 \ \ ♦ MINIMUM LOT SIZE: 40.000 S.F. -0 No. 124 -- 120 f ' SsioNAL EN 126" NO G.WATER 12.3 132" 123"o , lea, x x� u \ ♦7x 11.2 ELEV=(-0.8) ELEV=0.4 ELEV=0.9 ELEV=1.2 I x 12.5 z �wr \ \�� DATE: DATE: DATE: DATE: \ \ v o JANUARY 16, 2013 JANUARY 16, 2013 JANUARY 16, 2013 JANUARY 16, 201Cwoa M BRIAN G. YERGATIAN DATE TEST BY: TEST BY: TEST BY: TEST BY:♦ \ / '?s,, PROFESSIONAL ENGINEER THE BSC GROUP THE BSC GROUP THE BSC GROUP THE BSC GROUP LOT .2 �' F \ \ c j oo, x 11.3 3 t --•�- � . � ♦ \ r WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: i.33t RES F m O" \ AMY VON HONE AMY VON HONE AMY VON HONE 'AMY VON HONE T R 0.37 \ `.. X 2.4 TP 2-2 \ PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: ( EL 1.9 c '6'� <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH 0.i PROPOSED � \ \ . 'gyp, o I RESERVE , SEWAGE DISPOICA L SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR 3 2 x 12.4 N LEACHRELp REPAIR KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS , m 24'x56' C SYSTEM REPAIR SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: 1 1 1 ::. DIST. BOX��� !, :'s.:::.. • ' ..._.... • 11.50 LT.A.R. L.T.A.R. LT.A.R. LT.A.R. . 0.74 G.P.D./SQ-FT- 0.74 G.P.D. SQ.FT. 3 �� / 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. � � :y:. .... oo• :g. s 0 X 11:8 � �► 8 ESSIE'S LANE V.a 1 5 �' X 3, ' (2002) J VENT \ EDGE OF PROPOSED �X 12.0 :: ' ' .'. ::.' ' � CONCR IN LEACHING FIELD I SOUND SET � •�• \X 12.4 32' X 42' `�':..: cs MAY 2014 1 S� SOUTH Y�Q�1VV1oUTH -. 0 ek r PROPOSED_: /^ X 11.6 MASSACHUSETTS DRIVEWAY 4r TP 3-2 t'�r s • \ EL. 11.8 ,k >y \RA (BARNSTABLE COUNTY) /SHELL ,w -EWAY •(- S TE D _ Sc, • - G =ii FM. '• X VARIANCES REQ U E 4 .,x �r _ xz� 11.5 BENCHMAR Z �►� x 9 FQ1NpATiQN fGh ..< NAIL. TO BE TITLEX�., . Y �� , x DISTRIBUTIo - \ SITE PLAN 310 CMR 15.221(7): TO ALLOW THE MAXIMUM DEPTH OF COVER OVER THE LEACHING FIELD TO f R \ i IN 22' OAK PRO SED BE INCREASED FROM 3 FEET TO 4.5 FEET. VENT PROVIDED. ' �" r x,; ELEV. 12.60 POOL"X�`�• ti / AY �' ` {'•,SFS>r x 1'•i� �.: •/ �\((' I&// APRIL 30, 2013 / 6 i LOTS • 0 GALLON 2 ` / TH7-3-1 20 SEPTIC 11.3 X 3 O Cr-' /0 \y EL- 11.5 \ TANK X 1.9 s' , r�t e. QA �I { Q ®iyrpr y _ C.O. t�' Ij DESIGN CAL(;ULAI"ION)i F X 11.6 0 2,000 GALLON � �\.r -- " �,. C. �z \ -- H-20 SEPTIC TANK EXISTING DESIGN FLOW r STING �� Y lop,so 11 BEDROOMS ® 110 GPD/BEDROOM = 1,210 GPD k • - D X 11.4 PROPOSED DEIGN FLOW (TOTAL) ® • I X 11.5 - LOT.2 /�Q�'�'d' 0)9 BEDROOMS ® 110 GPD/BEDROOM = 990 GPD / tis < k i�• 7 BEDROOMS IN MAIN HOUSE) r Y s } 'C S / s� ( � PROPOSED 2 BEDROOMS OVER DETATCHED GARAGE) ® x 11.5 EXISTING \- - -- �� 1 • , REiQI�Ai1;D ( / . MULCH AREA PROPOSED NEW \ _ • REflUf;'u 1.5 y J FEMA DESIGNATED \ -' NCRETE �' FROM 11 0 41 / . REQUIRED SEPTIC TANK (DWELLING) 11.2 ® LIMITS UNDER LOMA \ _ -"c�- pF F 7 .0 00, F� . //�cD1tHealIti'tent 0 GALLONS 2 000 GAL PROV. r Bo D SET 770 GPD X 200% 1,54 (. ) i FILING \ - Y X14 of REQUIRED SEPTIC TANK (GARAGEi 220 GPD X 100% =440 GALLONS (1,500 GAL. PROV.) X 11.6 �-- c� /� „/ 'i� ���� 1}>,M . ' �► / ' \FLOOD ZOITE S o AE ELE.=1 b0Q SIZE OF REQUIRED LEACHING FACILITY EL DESIGN PERCOLATION RATE: <2 MINUTES/INCH TREET "X js� / F p /*�v /\"-��g�/�- \ . / Y ; X �'t� PREPARED FOR: 43 sem. X 11.7 p�'ry v' f. /./ �\ LONG TERM APPLICATION RATE: 0.74 GPD/SF so o PAUL K. BUTLER 990 GPO .- 0.74 GPD SF = 1,338 SF 120 h . �� xo U N D o: / `r ® / /. / / / �s�� � •� ��^ � / F HE D & ry � L / . I � / / P.O. BOX .142 I7F OF LEACHING FACILITY PROVIDED X ®®/� / DENNIS, MA 02638 O / / . X 10.2 o� USE 42' X 32' LEACHING FIELD x 11.4 �.•� /� J / AREA = 42' X 32' = 1 344 SF ' MBSC. u .BOTTOM ` 36 0°� o� � �o � / • 'iso `��. / � � � 1.344 SFX 0.74 GPD/SF 994 GPD / 994 GPD PROVIDED > 990 GPD REQUIRED (4 GPD RESERVE) /� x os _ EXISTING / / / ,� - 349 Route 28, Unit D x 9.4 LAWN / // 1 W. Y rmouth Massachusetts 3/ / /� 11 02673 n Q ' LOT / , O / , ON RETE PROP / 1 / 508 778.8919 B ux l ebT ,> PIER / �• / y / /� i 1 EY 01 BENCHMARK Ole / ( ; .�✓hQ� /}, ��- ♦j�� © 2015 BSC Group, Inc. NAIL SET IN 15" OAK Or O (''w / -, \ \1 SCALE: 1 " = 20' ELEVA110N.12.60' NAVD-88 `'O v �' -�-- �''r /� 1 X,9.2,/\ 10 .1 �� ._-�- y ,r/i \ i �� VA 1 / / °' 0 10 20 40 Fw Cj Q i t �. 1 FILE: \\bscbos\yor\».\4960502\C\-D\4960502-SEP-rev.dwg 411 DWG. NO: 6086-07 1 1 1 / / CoQ /\oQ_ _ - -/Z- SHEET 1 OF 2 k 1 1 1 1 , / / % / - - - - JOB. NO: 4-9605.02 CEIVEU AUG 0 2 2016. NO. DATE DESC. 1 5/31/13 BOH REQ. 2 2/4/15 DATUM CHANGE TO NAD88 REDUCE HSE./ADD POOL 3 8/1/16 REDUCE SEPTIC FLOW J FEMA DESIGNATED \ -' NCRETE �' FROM 11 0 41 / . REQUIRED SEPTIC TANK (DWELLING) 11.2 ® LIMITS UNDER LOMA \ _ -"c�- pF F 7 .0 00, F� . //�cD1tHealIti'tent 0 GALLONS 2 000 GAL PROV. r Bo D SET 770 GPD X 200% 1,54 (. ) i FILING \ - Y X14 of REQUIRED SEPTIC TANK (GARAGEi 220 GPD X 100% =440 GALLONS (1,500 GAL. PROV.) X 11.6 �-- c� /� „/ 'i� ���� 1}>,M . ' �► / ' \FLOOD ZOITE S o AE ELE.=1 b0Q SIZE OF REQUIRED LEACHING FACILITY EL DESIGN PERCOLATION RATE: <2 MINUTES/INCH TREET "X js� / F p /*�v /\"-��g�/�- \ . / Y ; X �'t� PREPARED FOR: 43 sem. X 11.7 p�'ry v' f. /./ �\ LONG TERM APPLICATION RATE: 0.74 GPD/SF so o PAUL K. BUTLER 990 GPO .- 0.74 GPD SF = 1,338 SF 120 h . �� xo U N D o: / `r ® / /. / / / �s�� � •� ��^ � / F HE D & ry � L / . I � / / P.O. BOX .142 I7F OF LEACHING FACILITY PROVIDED X ®®/� / DENNIS, MA 02638 O / / . X 10.2 o� USE 42' X 32' LEACHING FIELD x 11.4 �.•� /� J / AREA = 42' X 32' = 1 344 SF ' MBSC. u .BOTTOM ` 36 0°� o� � �o � / • 'iso `��. / � � � 1.344 SFX 0.74 GPD/SF 994 GPD / 994 GPD PROVIDED > 990 GPD REQUIRED (4 GPD RESERVE) /� x os _ EXISTING / / / ,� - 349 Route 28, Unit D x 9.4 LAWN / // 1 W. Y rmouth Massachusetts 3/ / /� 11 02673 n Q ' LOT / , O / , ON RETE PROP / 1 / 508 778.8919 B ux l ebT ,> PIER / �• / y / /� i 1 EY 01 BENCHMARK Ole / ( ; .�✓hQ� /}, ��- ♦j�� © 2015 BSC Group, Inc. NAIL SET IN 15" OAK Or O (''w / -, \ \1 SCALE: 1 " = 20' ELEVA110N.12.60' NAVD-88 `'O v �' -�-- �''r /� 1 X,9.2,/\ 10 .1 �� ._-�- y ,r/i \ i �� VA 1 / / °' 0 10 20 40 Fw Cj Q i t �. 1 FILE: \\bscbos\yor\».\4960502\C\-D\4960502-SEP-rev.dwg 411 DWG. NO: 6086-07 1 1 1 / / CoQ /\oQ_ _ - -/Z- SHEET 1 OF 2 k 1 1 1 1 , / / % / - - - - JOB. NO: 4-9605.02 CEIVEU AUG 0 2 2016. 2, 000 GALLON SEPTIC TANK (H-20) SCHEDULE OF ELEVATIONS NOT TO SCALE TOP OF FOUNDATION (HOUSE) 14.50 A TOP OF FOUNDATION (GARAGE) 13.50 A-1 NOTE MIN. 20" DIA. COVER, TV. 4" INVERTS AT FOUNDATION WALL 11.00 B 4" INVERTS AT FOUNDATION WALL 10:25 B-1 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RAISE (2) TO WITHIN 6" of FINISHED 4" INVERT AT SEPTIC TANK (IN) 10.30 C 4" INVERT AT SEPTIC TANK (IN) 9.85 C-.1. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 ND 9.60 D-1 MORTAR AS NECESSARY � 4" INVERT. A1' SEPTIC TANK (OUT) 10.05 D 4" .INVERT .AT SEPTIC TANK (OUT) GRADE USING LOADING. 4" INVERT AT DIST. BOX (IN) 9.00 E 4" INVERT AT DIST. BOX (IN) 9.00 E-1 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 6" MAX 4" INVERT AS DIST. BOX (OUT) 8.83 F 4. TEES SHALL BE SCH. .40 PVC AND SHALL. BE LOCATED �� WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK 4 INVERT AR DIST BOX (IN) 7.57 G 4" INVERT AT DIST. BOX (OUT) 7.40 H 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENTT4" INV. AT START OF DISTRIBUTION LINES 7.26 J (BRKOUT EL. 7.9) 6* 4" INV. AT END OF DISTRIBUTION LINES 7.10 K ..;BOTTOM OF LEACHING FIELD 6.60 L : T ADJUSTED SEASONAL HIGH GROUNDWATER 1.50 M 10'-0" 10p I 23'5.-4"N DISTRIBUTION BOX DETAIL CH-2LIQUID LODEPTH o NOT TO SCALE I - _ INLET TEE OUTLET TEE 6'-0` _ UNDER COVER W/GAS BAFFLE 6' REMOVABLE 5` 8" I 6» ` 3 COVER :.• .a• • . a: '• �' : •••. - � (9) 5" DIA. KNOCKOUT'S 6" �« TYP. 171 1 6" MINIMUM CROSS-SECTION VIEW O 00 A. PLAN VIEW 3/4" TO 1-1/2" 8" " I • 18' DIA. CLEANOUT CRUSHED STONE I I a ..•• 30 , 4" _ BOTTOM ON LEVEL STABLE BASE 6" MINIMUM 3/4` TO 1-1/2` CRUSHED STONE f� 30» JI SECTION VIEW �1 PLAN VIEW 1,500 GALLON SEPTIC TANK CH -201 SYSTEM PROFILENQMS : NOT TO SCALE NOT TO SCALE 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. 2. FIRST TWO FEET OF PIPE OUT OF DISTRIBUTION BOX TO BE LAID LEVEL EL=A 4. FILL ALL 3. ALL PIPE CONNECTIONS AND CONCRETE UNUED KNOCKOUTS WITH MOR CONSTRUCTION SHALL BE WATERTIGHT. NOTES: MIN. 20" DIA. COVER, TYP. TOP FOUNDATION DWELLING 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RAISE (2) TO WITHIN 6" OF FINISHED 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 GRADE USING SEWER BRICK AND LOADING. MORTAR AS NECESSARY EL.= 12.8 4" SCH. 40 PVC 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 4" SCH. 40 PVC SHALL BE WATERTIGHT. 6` MAX ,' L=70 FT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED S=0.015 WITHIN 12" OF TANK, WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. � 6" il=c/ 01 .r 10'-0" 10" _ y 3" 2.000 GALLON H-20 SEPTIC TANK LIQUID 6'-0" s 4'-9" LOCATE DEPTH , I I - - - INLET WE . " UNDER COVER OUTLET TEE EL=A-1 6'-2w W/GAS BAFFLE .6 6" TOP FOUNDATION GARAGE , FIRST PIPE LENGTH EL= 11.8 4" SCH. 40 PVC . 4" SCH. 40 FVC . 4" SCH. 40 PVC TO BE SET LEVEL FINISH GRADE ' L=10 FT. L=17 FT. L=84 FT. FOR MIN. 2 EL=11.5± S=0.02 S=0.04 S=0.015 6" MINIMUM 4" SCH. 40 PVC PLAN VIEW 3/4" TO 1-1/2" GROSS -SECTION VIEW r. CRUSHED STONE LEACHING FIELD 1=B-1 00000000"000000000aoo. I=D -1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 =G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oa000 � =E I=F .ao.0000ao.0000. 1=C-1 1=E 1=F H 9 -OUTLET DISTRIBUTION DISTRIBUTION 5.1' SEPARATION BOX BOX 1.500 GALLON H-20 J SEPTIC TANK NOTE EST. HIGH GROUNDWATER MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING GENERAL NOTES: LEACHING FIELD DETAIL 1. THIS PLAN IS INTENDED FOR THE DESIGN, PERMITTING AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY NOT TO SCALE AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. VENT W/BIRD SCREEN 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 .AND YARMOUTH . BOARD OF 1 4` PERFORATED PVC HEALTH REGULATIONS. CREW CAP TO EXTEND DOWN W/S 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED .WITHIN 150 FT. OF THE .PROPOSED LEACHING MIN. 2� SLOPE 70 NATURAL SUBGRADE FACILITY. OVER LEACHING FIELD 3' MIN. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN „�� GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST. DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE j 10% MUST PASS #50 SIEVE 0-20% MUST PASS #100 SIEVE EXISTING DWELLING FLOOR PLANS 0-5% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR (UNDER SEPARATE. COVER ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES. ARE DISCOVERED OR FIELD CHANGES. REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE T1 E PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRED TO N011FY DIG. SAFE, PER. MASS. STATUTE CHAPTER 82, SECTION 40 (888) 344-72.33 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. j 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). GEOTEXTILE FABRIC MAY x ' BE SUBSTITUTED FOR 3, 6. 6. 3. 2` PEASTONE LAYER (TYP.) (TYP.) (TYP.) (TYP.) 42' CROSS-SECTION oa���•�N OF MAS�cyG BRIAN G. `P c YERGATIAN N CIVIL .0 9 No. 46206 0 SSS/ONAL �N6 i BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER f SEWAGE DISPOSAL SYSTEM REPAIR 8 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN APRIL 30, 2013 PREPARED FOR: PAUL K. BUTLER P.O. BOX 142 DENNIS, MA 02638 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2018 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEu FILE: \\bscbos\yor\...\4960502\C\-D\4960502-SEP-rev.dwg DWG. NO: 6086-07 SHEET 2 OF 2 JOB. NO: 4-9605.02 NO. DATE DESC. 1 5/31/13 BOH REQ. 2 2/4/15 DATUM CHANGE TO NAD88 REDUCE HSE./ADD POOL 3 8/1/16 REDUCE SEPTIC FLOW PREPARED FOR: PAUL K. BUTLER P.O. BOX 142 DENNIS, MA 02638 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2018 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEu FILE: \\bscbos\yor\...\4960502\C\-D\4960502-SEP-rev.dwg DWG. NO: 6086-07 SHEET 2 OF 2 JOB. NO: 4-9605.02