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HomeMy WebLinkAboutEngineered Plan - Rev. 2018J ccW Y . .0 M < r- 0 co 5 13v -< . w Y J < W = M .¢ M .. r` . I . �2 N co . N -12 z 0 CL 4) Go . I A. rn 9 I -o "i .I W N I 0 0 00 Cf w rn g i 0 Goo LO M n: E v 4) LZ . I . . . . . . . SOIL TEST PIT DATA ONSITE SOIL #3&#4 HIGH GROUNDWATER COMPUTATION 500 GALLON CONCRETE LEACHING CHAMBER CH--2®� 6 . LOCUS MAP. . NOT TO SCALE . .EVALUATION BASED ON TP -1 Q CIVIL .0 9 No- 46206 Q 90,E �G/STS, ll 1 NAL ANG °�, . BRIAN YERGATIAN DATE NOT To SCALE SEPTIC SYSTEM DESIGN #17.0 DRIFTWOOD LANE 1. IN YARMOUTH PORT NOT TO SCALE (BARNSTABLE COUNTY) SITE PLAN JANUARY 18, 2016 WrIaO iL.HedilD DepartuaciLit "r)V '`4 /�" 1 .D:ic DATE: JANUARY 14, 2016 bEPTH TO WATER WELL 17.1 MIW-29 1.4" PERFORATED PVC W/SCREW CAP TO EXTEND DOWN ~ . 20 ACCESS COVER . . REMOVE C-1 MATERIAL TEST PIT TP -3 TEST PIT TP -4 TEST PIT ;,I TP -1 . TEST BY: BSC GROUP, INC. ..INDEX . WATER LEVEL RANGE ZONE . A TO NATURAL. SUBGRADE 5" DIA. KNOCKOUT (TYP.) TO WITHIN 3 INCHES LOAM AND SEED OF FINISH GRADE ALL.DIST. AREAS Mr. PAUL BUTLER GRD. EL SHGW EL 26.8 N/A GRD. EL 27.1 SHGW EL NA GRD. EL 21.3 WITNESSED BY: SHGW EL i 5.5 LICENSED SOIL EVALUATOR: AMY VON HONE, R.S., CHO KIERAN J. HEALY, PLS DEPTH INDEX WELL -JULY 2017 7.7IF 1-,/2" TAPER F I 7-77 / © 2018 BSC Group, Inc. 11 . SCALE: 1" = 20' . 0 10 20 40, nxr FILE: P:\p6\4995800\civil\49958-sep-3 DWG. NO: 6332-05 WATER LEVEL ADJUSTMENT 1.3 JOB. NO: 4-9958.00 P�/ I PFRC01 ATION RATF•• ,e Q mw-, Amt,d nnmf% 19-36:" r,nvro . EL 26.0 EL 23.4 EL 18.8 EL 15.8 EL 11 8 A SANDY LOAM 2.5Y 6/3 B. LOAMY SAND 10YR 5/8 C-1 V.F. LOAMY SAND 2.5Y 6/3 10/20% STONES C-2 • SILT LOAM 2.5Y 5/3 C-3 MEDIUM SAND NO 2.5Y 6/6 GROUNDWATER OBSERVED 10" EL 26.3 41" EL 23.9 62" P96" 132" . 180" EL. 14.6 10" EL 17.3 38" EL 15.3 EL 5.5. EL 5.3 150" A, FILL B LOAMY SAND 1OYR 5/8 C-1, V.F. LOAM`f SAND 2.5Y . G,/3 10/20% SfTONES II - , L`-.7 FINE STAND 2.5Y €>/6 10/20% STONES SIEVE SAMPLE - ________1____- ucrin w nwn YVAILK 1U.v - - - -- --_ n •: ..1 I... - • RISER SOIL CLASS: CLASS 11 .. I I . 2 LAYER OF 1 LT.A.R.: 0.60 GPD/S.F. D O Cl Ct D 0 C� C7 C� O % 1/2- DOUBLE WASHED I. =1M C1 O I -10 O (� CI C� 0hnfl STONE ABOVE CROWN 48" D M MCI � C� L7 D I� = d 36» 24" C] �, OF PIPE LEGEND ao 0o Iaoo oa oa EFFECTIVE o o c, C) = 3/4' To ,-,/2" ` M M �=. M O � 0 CI 0= DEPTH / M O E3 Cl O DOUBLE WASHED STONE TO CROWN ONSITE SOIL EVALUATION #1 �NSL,ITABLE OF PIPE ~ MATERIALS OBSERVED $'.g" » 72 DATE: AUGUST 27 2017 (TO BE REMOVED). - GROUNDWATER . 4-10 BENCHMARK FRONT VIEW 7'-10" TEST 8Y BSC GROUP, INC. TOP OF CONCRETE WITNESSED BY: AMY VON HONE, R.S., CHO PERCOLATION ESTIMATED BOUND.NOTE SIDE VIEW LICENSED SOIL EVALUATOR: KIERAN J. HEALY. PLS TEST RANGE � SEASONAL HIGH LLV=20.22 NAVb 1• ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 190" - GROUNDWATER I 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL i PERCOLATION RATE: < 2 MINS./INCH 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. ,92A SOIL cLAss: CLASS. I (SIEVE TEST) I�� L0 C U S I N FO R MATT O N 205 L.T.A.R.: 0.74 GPD/S.F. �- ` a9• . v 2 � vS %`.P I O CRETE �'`x \� \ \ c'�' , �'f' � O 0l ID FCkUND � \ •, \ `," 1 " x `4 . o,� �o ♦,o _,� \\� �e \�alt�.. PROPOSED•. `A 8 a CURRENT OWNER: JESSIES LANE LLC �u O� \ ` O �„' _ . ,\ \ \ �`\ \, �"\ -� . I 1 1 I �,\i\ , STRAW WADDLE r�.3so39 - PAUL BUTLER, TRUSTEE . I . 240 ^N \ \ 1-1 \ I _ , j � � j` 1.p > \ \ \ \ \ �r t PROPOSED •. TITLE REFERENCE: DEED BOOK 29501, PAGE 44 . \ ._ \ \ 1 . I t , . . tb, \ �� \ ` \ - \ \ DECK = -�� , �G � 1 \ \\ \- %44. __ . � \ \ \ / \\\t I I .. (� 6 6 / 8� PLAN REFERENCE: PLAN BOOK 120-119-F2 . . 1 \ ®\ + 11 1 PLAN BOOK 15 1 \ \ e j \\ ` t� EXISTING DECK TOE . I 2 13 DISTRIBUTION BOX DETAIL(H-101N F /ma ' I \ j N \ \\ \ •\\, •Nor ro R I --"'/ >' flo f r'cp ~ � N ; (ti 1 i .REMOVED & REPLAC ASSESSORS MAP: 128 . .1 DAVID & SUSAN NICOLL 'f' O '"a � f f '��\ �' � \ PARCEL: 15, 16 & 17 s" MAX. 144 DRIFTWOOD LANE A i '� �O/ /%• / \ ', \\ \\\ • REMOVABLE op / . / / / \ \ \ . COVER ASSESSORS MAP 128 O / / �� / `� --. X ,2-4.9.. \ . \\ \ \ ` j �\ \ IN PARCEL 14.3 / / / 1 . ZON G DISTRICT. R-40 . . 4 / ) ���, \ I Ji \ \ \ \ SETBACKS: FRONT 30 . V_ / r-, / -...- _ . / \ % { SIDE 20' HDPE RISER PROPOSED ` �6/ / Y j / C /i / fl \ \ \ \ PROPOSED REAR 20' OBSERVATION _ / / 2�!_,g X f '/PROPOSEDI ' \ t \� \,\ SCREENED •� r..I. 3" 21" PORT ,, DECK \� ill \\� -- \0 \\ '\�''. PORCH �VERLAY DISTRICT: O.K.H. 2" WALLS . I '� 8'X10' \ / \ \ \ • j�` _ g. `r NITROGEN SENSITNE • _!_ _ . _ L.\\ 1ff s 1 \ \ 1 t \ \ \ \ ZONE: NOT A ZONE 11 _ - T L" PROPOSED _ -• ,.w ;;;: ! „ FEMA FLOOD 9 1/2 5 5 DtA. - : �_��'� • -6.8 #170 t' y ' i l / \\ i \ \ \\� \` ZONE DISTRICT: ZONE X, DATED JULY 16, 2014 O O 13" KNocKouTS IMPERVIOUS _ _ $�:` o - ' \ 6` BEDROOM `� \ \\ \ \\\\ \ � \ \ I ( PANEL #25001CO583 .J -1/2' TYP. i' DRIVEWAY _ _ -, �;' ��:: 21 �` DWELLING <5 \ \ \ i r _ _ • � , -� �� � _ ems' T.0 F 20 7 - \ �\ \ \ \ \ \ �\ �, \I\\ IINIMUM LOT SIZE: 40,000 S.F. »L l Dc .4��a:•. :,•_I-•,,!� -zilsi. \ \\ \\\ i\ { \ l \ t I I I EXISTING LOT SIZE: 1.54± ACRES BOTTOM ON LEVEL ,,yy' K %^/�' n <: ^ 6" MINIMUM I', _ i : - -� �, t �, �' I { \ \ '{I STABLE BASE 3/4" TO 1-1/2" P4�N VIEW �, -O� - .... '~ \ \ ,� a� jr � '-� I { i i ({ { I I i \\ .j 170 / ' I F , ,� %\'� _ \ III I I I I I I ! I ,1 { CRUSHED STONE (# i �.9�;�-a,,.;`, , . SECTION VIEW PARCEL 27-D / f - 5� _ - : �� m, -: - ,� �6 \ s 1 \ I ► I I I I I I I I 1 'I . i i 'I ; GENERAL NOTE S 66, 93± S.F. / / / �- ' / Y,g •.„:�s ;� 26.5\ \ . } I { { III { j 1 I r ,, I II t NOTES: 1.5 t ACRES f / 1 ;.' N / `>�� x \ \ t I { j ` \ 2 7.6 { I • { j I { I { I { . I 1. THIS PLAN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE 55,458 S.F. UPLIND� / f / �, \ �. I { I 1. PROVIDE INLET 11.E OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR / / / i 1 \ '� / I I I { I { I i h' t _ SEWAGE DISPOSAL FACILITIES. 11,535± S.F. W t�D t ,% IN PUMPED SYSTEM. ' / ' \ \ ; , f �\ \ 3�� s I j I I I 1 { { { 2. FIRST 11N0 FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL f f '' i ' ' r ! t I I I I \ I I .I t \ I I I 2. ALL CONSTRUC110N M ODS AND MATERIALS SHAD. CONFORM TO 310 CMR 15.000 1 / / / / `/ / f�/,,, �9� / 26 \ RAIN ` _v_ \� A \ " \ \ \ \\ I\ \ I t \� X11 I AND YARMOUTH BOARD )F HEALTH REGULATIONS. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. `y } ,/ / / / / / /// GARDEN = rs' I I \ \ II l it 1 54• , ,\\\ \ I I + I \ \ \ 3. THERE ARE NO KNOWN '2 .PROPOSED PRIVATE WELLS -LOCATED WI IN _:150 _FT._ 0 / f / I / / . / / / / 4. 25 3 :4' GARAGE , , \ \ \ \ I I S _TH F_ THE 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. J / / / / 1 .. i \ V. \ \ \ f r l l 1. ,f '� / I ' � SLAG �,� \ \ \ ' % -\ \' \ \ \\ \ \ \ \ %' I I ;;II I PROPOSED LEACHING FACILITY. . 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. / / / / / / f / f / /� / / � / ' �4 I \ i \\ \ \ \\ \\ \ \ \. I - { I� I . / / / l / r / / / f / / / 22 ( ., _ . , / \ \ \ \ \ I f, I I „ 2 • 4. IF AN OVERDIG IS . SPECT IED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE PROPOSED / / -/ , / V ! / f / 1 .. \ l \ i k MATERIALS. . { / f�, ff / I�` �1 / -�� / 3 \1�,\ III tj I I DRIVEWAY r I 1 ///. 1/ 1 / f /ti `, N N / 1 ♦ I / 17,1 1 11 I L I I II I DESIGN CALCULATIONS I J / J Z t I N84� 5. IF AN OVERDIG IS SPECIFIED REPLACE ALL EXCAVATED MATERIALS WITHIN THE OMIT OF . I' l 1 �' !, � l II (���li`3 r l l i I I �f ) / . �- , 24 �\ \ �, I ° I t t t I I t l t 1 , t •I . EXCAVA110N. WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND . DESIGN FLOW 1 / 11 f / / l r / I NIS I I �,. �, 23 8.8 \ \ _ t I t I i II I %� t DELETRIOUS SUBSTANCE. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL . / / / / / I I 28 ° I I I /I I SHALL NOT BE USED. ALL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 fi BEDROOMS ®110 GPD/BEDROOM = 660 GPD , "I I � J / i 1 l ; j ` ( 1 � / � \ /' I 11 I � � I t t I � I� � INCHES. A SIEVE ANAL IS USING A #4. SIEVE SHALL BE PERFORMED ON A . \ I / / / / J l I 1 '} I I ' I 1 // 1 I 1 I { I v REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE REQUIRED SEPTIC TANK \\ \ ( I I l( r 1 /� 2 / o I I j 11 f j l Q \ \ j I / , r /,� ,{ J �..,(\ . I L 1 j J #4 SIEVE. SUCH ANALY� ES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF \ \ \ \ { , ! Q / 1 1 /• . 01'" ),'-A i 1 I I I I i I I\.L�.- THE FOLLOWING SPECInCwNS: 660 GPD X 200% = 1.320 GALLONS \ \ \ \ \ •�� ti i .$��� / - 1 1 1 1 1 /f I I i I J USE 1,500 GALLON SEPTIC TANK - _ \\ \ \ \ \ I , � 1g / ,� i - \ \ \ \ , I 1 ,� / / / .� ° 1 I I /{ // i a 100% MUST PASS #4 SIEVE �E O�QUISED LEACHING FACILITY / \ . \ • \ \ \ , + . I n . j/ \ \\ 1 1 1 !G-/ AS 1 / 1 ° \ I J 1 I 1 �i 1 1 1 1 10% MUST PASS #50 SIEVE \ \ \ \ \ i I 1 N Y� �,,,� /1 / �,..►'' Dc• o� I 1 �I� 11 I I 0-20% MUST PASS #100 SIEVE DESIGN PERC. RATE: <2 MIN/INCH (SIEVE ANALYSIS) \ \ \ \ t \ \ \ 1� / � �'( / �''' � � � / �l I c� I� j� I O-5% MUST PASS 200 SIEVE LONG TERM APPL RATE 0.74 GPD/SF . \ \ \ I i ! I 1 , '. 1 \ \ \ \ \ � 1 I 1 °/ g j:� j / , ,� .j I,9�{�f , ' I 1 ij t I # 660 GPD T ,0.74 GPD/SF = 982 SF � - _ - \ I I I '� \ ti // ��/ 1 ,_ ' y /• �J ,'I � �" �tfj ;+ I' / 1 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. TH //"-C>:' . . _ /I ,�'�{{ !ij'r' \� �\`' - �f �, � 1 I 1 ilii - `''`,.�;/ SIZE OF LEACHING FACILITY PRQVIDED ~` I I f I , + i-�- i i ' I , \ \►•�\ \ / uFF� O / �, it / \ „ f �I 1 Illi J DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STR l /✓ % '� U N H- 0 CONCRETE I / � / / �' I I I tco I I a \ \L �\ ,`// ba gam' / P / / `� r f T l'< 1 I I l !III C) SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATIO y ��; ` , f; USE (5) 500 GALLON 2 ON ETE LEACHING CHAMBERS A /1 I I \ \ ♦'' / I / I I I j / . � C `' ,"IN 7TZENCH CONFIGURATION WITH 4' STONE ON ENDS AND i I I 1 \ / � ,� 1 r it J f OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO TH f`1 / -% I\ ��/ �1 IIII _.SIDES. / �1' &-(1y I I I �. ! \ ` ,� /C ,_ .'_,,_- -/ .10 / I I/II I I CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHA l �'/ I/i-y I I I I \ ` / / F �i e e i ` ` •�' / `, / / I I I �+ I I Illl • 1: I REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. v �� 't BOTTOM AREA: 50.5' X 12.83' 647.9 S.F. I ! ` / + 8 . f e / / / 1 F I I • �, L-_, ' ,,•/a SIDEWALL AREA- 2 X 2 X 50.5 + 12.83 - 253.32 S.F. I N e 3 �!f '/ --- e -1 N I I I l 1,' G ( ( )) � '"t' t O � \ / / I I I. - � ( - / J 7. THE CONTRACTOR SH BE RESPONSIBLE FOR PROPERLY COORDINATING Q EFFECTIVE LEACHING AREA = 901 S.F. I I i \ \ �. / / / G / / / , / J I 1 lll� I I I j \ \\ N / I / y � i r �� , J I I PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE .APPLICAB 901 S.F. X 0.74 GPD S.F. = .667 GP I 2LSNCRETEI BIOU DI I \ / `�' f. �( �TIJ;-rf �' '\ ,!, J I COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY I / D .INSTALLED CAPACITY) [ I I . � \ \ \ \. \ \ \ / // I 1 .� .. ,., V �_V_, ,-wry "- i /\ ?` \i I I IN SERVICE. 667 GPD > 660 GPD. (7 GPD RESERVE CAPACITY PROVIDED) l TO BE I i I I \ \ 1 / \ \. 11 l �,.� � -_ �- / '\ \4 // .c I � I E . I - . I I I k %. \ \ \ /I \ \ \ \ / /�0�j �. / "A i''� f r / / .,,// f . . C I \ / / ::,:: • x / 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE PER MASS. STATUTE C �._.._._._.._ _..__ -_. �\,� _ / \ !S 3•.3"�,'�O'> >/� \ \1\-`4\ .� \ \ �� \� // / ''r f -' ✓'� �r/ //f j� f/ / XIS�TING. • SECTION 40 (1-888-344-7233) A MINIMUM OF�72 HOURS PRIOR TO TH/ /1 500 GALLON SEPTIC TANK H - \ \ \ �' ,°.`� ti ,fes• /' -� 2 , �,,L"!.---''' - _ - r �= - �, �, /,f/,% ONGRETE . CONSTRUCTION.tis-� . ,►1 t=;,: � `�` -, \ / \ ./ F .- ., . !. :.:::::: �� �' r' "A' -'` .- �'' -- �`" -� ,�.G.� f //• TSPS AQOVE �t NOT TO SCALE. i r- : \' \ \ \ / \ , -r- - - ! i -' r r_-••►- 1 I . �� � e ,000, 6AL�ON, ,` e \ �� :: ��-- � / r �� �� - -_�" ` i /. OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR NOTES RAISE AT LEAST ONE EXISi1NG COVER � \ \ \ /\ \ \ / \ •::::.�: i -- I .- ---.-----! ..•.__.:- ~� � 15.240(4). . TO WITHIN 6" OF FINISHED GRADE. ROOF\ nRA1W \ : \ / \ \ \ \/ \ .\. \ .::::h i. - '�-s � 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. '' "' /� 0''r -'''� '� THE RISER SHALL BE 18" HDPE PIPE 10. THE WATERLINE SHALL BE SLEEVED OR RELOCATED .PRIOR TO CONSTRUCTION OF THE 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 . LOADING. . i RESERVE AREA (IF NEEDED). 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION " CONC. COVER . SHALL BE WATERTIGHT. 6 MAX. ( S I STEM P f� ®�I LE 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATEDL. . WITHIN 12" OF TANK WALL AND ACCESSIBLE .FROM TANK NOT TO SCALE 1 . COVER. 1 BENCHMARK SET 4" SCH. 4o PVC 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. �` _ L=22t FT. 1 4" CONCRETE BOUND ON PROPERTY UNE EL' -A S=0.024 I TOP FOUNDATIONFIRST PIPE S C H E D U E 01• ELEVATIONS . 10'-6` ELEVATION 20.22 NAVD - 1988 TO BE SET LEVELH FlNISH GRADE a 10'-0" -�-' EL 25.0± 4" sSCH. 40 PVCI / FOR MIN. 2' 23.2'•-24.2' . 10~ L=25± FT. TOP OF FOUNDATION = 26.70 A 3" .' S=0.02 4" SCH. 40 PVC 4" INVERT AT BUILDING = 22.10 B 4' MIN. VA R I A N V E REQUESTED .L r' 4" INVERT AT SEPTIC TANK (IN) 21.60 C LIQUID 5 -8 . _ _ _ 4'-6"ye LOCATE DEPTH 4" INVERT AT SEPTIC TANK (OUT) = 21.35 D INLET TEE : • o 0 0 0 0 o = o 0 0 4" INVERT AT DIST. BOX (IN) = 20.82 E 5'-8" - _ _ UNDER COVER /OUTLET TEE TOWN OF YARM I=B o 0 o a ©v v a v ;. . . W GAS BAFFLE Off- L. I=D 1=G o o a v o 0 o v 0 v .. 4 INVERT AT DIST. BOX (OUT) = 20.65 F 3» - 3" TO ALLOW THE TOP OF FOUNDATION TO BE LESS THAN THE REQUIRED 2' ABOVE 1=C 1=E 1=F H w A - - • - - - HIGHEST POINT IN ROAD AS ROAD IS SO FAR AWAY FROM DWELLING. :. I ELEVATIONS AT LEACHINf . G FACILITY: LEACHING HIGHEST POINT IN DRIFTWOOD ROAD ISL f_1 L . . I ELEVATION 32.0 DISTRIBUTION 13.0' SEPARATION CHAMBERS ..1 t HIGHEST POINT IN PINE HILL LANE (NOT CONSTRUCTED) IS ELEVATION 45.2. NQM SEPTIC: TANK BOX 4" INV. AT LEACHING CHAMBERS = 20.50 G (BRKOUT 21.50) . J BOTTOM OF LEACHING CHAMBERS = 18.50 H PLAN VIEW CROSS-SECTION VIEW MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED ESTIMATED .S.H.G.W. (BOTTOM OF TEST PIT) ESTIMATED SEASONAL HIGH GROUNDWATER_ 5.50 J . ` IN THE TRENCH OVER- ALL PVC PIPING . 11 I i,.", I ,� ,� 4. -1 I DRIFTWOOD LN. Z O __j . M � M FOLLINS z Z w POND FA 2 . V GREAT WESTERN RD. 6 WHITES PATH LOCUS MAP. . NOT TO SCALE OF MgIve, . ����ZH G� BRIAN G. . c YERGATIAN . Q CIVIL .0 9 No- 46206 Q 90,E �G/STS, ll 1 NAL ANG °�, . G(O►% BRIAN YERGATIAN DATE PROFESSIONAL ENGINEER SEPTIC SYSTEM DESIGN #17.0 DRIFTWOOD LANE 1. IN YARMOUTH PORT . MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JANUARY 18, 2016 WrIaO iL.HedilD DepartuaciLit "r)V '`4 /�" 1 .D:ic L �% NO. DATE DES(;. 1 9/29/17 REMOVE C-1 MATERIAL 2 6/6/18 UPGRADE TO 6 BEDROOMS Z_" G iG . y y,.. j rl L ,� -Z C / ;/ . / �z ��e °. amIr -�: lI _ � � / '' JUN 0 6 2018 I'', - -IEALTH DEPT. It i,,c-I � 1 EPARED FOR: Mr. PAUL BUTLER 679 BLOOMFIELD AVENUE BLOOMFIELD, CT 06002 pkbutier2002@yahoo.com &'w% 0'"*'o p, 11 , BS C 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 . 508 778 8919 © 2018 BSC Group, Inc. 11 . SCALE: 1" = 20' . 0 10 20 40, nxr FILE: P:\p6\4995800\civil\49958-sep-3 DWG. NO: 6332-05 SHEET 1 OF 1 JOB. NO: 4-9958.00