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0030 INDIAN TRAIL - Health
30 Lndian°Frail West Barnstable 336-016-001 TOWN O--F���� LBAR/NSTABLE LOCATION 201 -7 aB SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. t S J a� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) /d NO. OF BEDROOMS 0 OWNER l ` PERMIT DATE: COMPLIANCE DATE: Separation Distance Bettye the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY r � �4�( T/I%ot� o Yo f � P lo � y� Y/ pwf 0 oku No. Fee ATHE COMMONWEALTH OF MAiSSACHUSETTS Entered in computer: Yes 1 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0 01ppfication for Misposai 6psteni Construction i3ermit Application for a Permit to Construct#� Repair( ) Upgrad ( ) Ab n on ) Complete System ❑Individual Components Location Address or Lot No. 5P. -4 owner's Name,Address,and Tel.No.�O Assessor's Map/Parcel fJ ,sue 3� al Installe 's N�T e, ddress and Tel.No. / Designer's Name,Address and Tel.No. 7�cl�,v r•�� cc � js p y� Type of Building: Z/3 d 6 . Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(®) Other Type of Building &Z MC No.of Persons Showers( ''; Cafeteria( ) l Other Fixtures Design Flow(min.required) gpd Design flow provided ` gpd Plan Date /syic '�3, ��J�Number of sheets Revision Date Title Size of Septic Tank 1-5`2© Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental d not to place the system in operation until a Certificate of Compliance has been issued by this Board 7 7o�y e Date �J Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued ml F? A o No. °�" as 8 ~ Fee A�.n,-6` Entered in computer: # 41THE`COMMONVI�EALTH OMAS.SA USfT.TS P _ t Yes PUBLIC HEALTFDIVISION' TOWN F BARN'STi®►B'L'E,•MASSACHUSETTS application fot'�1}S00.4 .A p�8tel1� CDTYStrUttlOn Permit �` Application for a Permit to-construct kRepar( )t Upgrade()A Abandon(.) omplete System ❑Individual Components Location Address or Lot No. wner's Name;Address,and Tel.No. Q 19 NAssessor's Map/Parcel `.. •• ;+� ��Er�r�,G' 1y��,/L?'7�� �J(/�r�d ~'` Installerr's tame,Address,and Tel.No. / Designer's Name,Address,and Tel.-No. P©Lvv Type of Building: }� Dwelling No.of Bedrooms W Lot Size t e sq.ft. Garbage Grinder(0) Other Type of Building O&A AtK No.of Persons Showers Cafeteria( ) Other Fixtures �# t! Design Flow(min.required) 44 gpd Design flow provided ��' " ` Plan Date �i, b,,r) ZJPl Number of sheets Revision Date Title Size of Septic Tank" E9 Type of S.A.S. Descriptioi 'bf Soil ' ^ Nature`of Repairs or Alterations(Answer when applicable) b" I ' Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the.provisions of Title 5 of the Environmental Co e and not to place the system in operation until a Certificate of Compliance has been issued by this Board ed Date Applic on Approved by', Date / Application Disapprovedby Date j t for the following reasons ' J r , \,,Permit No, , � Date Issued ----- - -------- = -1--------------- --`------------ ------ --------- - -- - -------------------------%------------------ aY THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance + r THIS IS TO CERTIFY,that the On-site Sewage Disposal s1stem Constructed O Repaired( ) Upgraded( ) Abandoned( )by tt at . ., ( has been constructed in accord ce with the provisions of Title 5 and the for Disposal/System Construction Permit No. "' ted Installer Designer #bedrooms / Approved design flow f! gpd The issuance of this pp hall not be c nstrued as a guarantee that the system ' l do as dle i • d. J a Date 1 Inspector -------------------------------------------------------------------- ----- --- - (� _ Fee THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposai 6pstem (construction Permit ...........',-'Permission is hereby granted to.Construct( ) Repair,( ) Upgra� ( /�), bando System located at f , �/'11 _. 7 / o 'i and as described in!the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Cons Ition mu be c mpleted within three years of the date of this permit. ti Date Approved by FROM :down cape engineering inc FAX NO. :15083629880 Aug. 22 2014 09:54AM Pi Rarmitable Ge>i ey,Director Direptor • tip= affict: .501 862-4644 Pax: 50 8490-'6304 ?' 5tzBera .ike�i n Il 6:au�[a �don��nnva S D Nges�AJa KIP Rv����� awag ID ate.- t � _�;vaS issued"a p�nnitto in4talt a srpti.c sYSfiem atol'�.tr J.- L�_. _bsecl on a design c1Tavr by (address) gaer.) I errs fY-Eif the septic sipst=ieP enced aboT�- vas insialle(l MI)stautigny accord.iar, to , the de gip, vbicb.mL'y inriade mLzior app.mvtA ^b�aLLF s ..relo{:ati.aTt of the, disttribubmi box audlof septic t[ink.. _ I cr.:ttify Lqt ti,e S('-,(c :�y:�:-aa tef-ea•e:nred �.tlove wE!, ivM- cd, with.major changE:s (i_e. grcai:e.r than 10, l.a[.�s.I,reloc:�iiiu�t of f1je SAS ax ,nay ve�ticai.relot.8.'l�Tl.Of R IQr C()ffi Par..en L of the septic syvem)b-at i)1. with.St;ytc !la:I i'�v:i;,(M ar ce,T.tified,net-d ultby designer'ti):iullu . fAl. r'u S:1p,1cZt11Il%) i:• ''> ;:�1/„ r. C' °�NrFs;TS�:r a �a:5101J A L C-�� PC- SIgIlT�I.ig. �� f ( VA!:t;X staTlm fTer ) ��.•��.�� �d��'L1h1�T �� � 1ti�3�.�.��3E .4^�a�n,:�c: �,�:,�t .�n1yr��.��r�. ��;n' ��'z'� �a� �Q��T.1CD�$It�;��'fa.E��3�1'E4�b'1�}�'•$'tL1�4�,�IC`�31E_�.H:J'�'��J�J�V'i1Jfl�a'�Q.DI°l. ��f�?rQ1'V f. ,•, �.__�a.._,a:..m,.;•..,er!'a,tifira+tinr P'n'rm�-?JS-04.d�C fvo IAI s7'�r -06 �n cur� � av, '�`- ,4Ia'f z,.r-e.�,�€•»•sy���.�w*s: - "'� *. y '' r '£, T• �"^-'':` ®P , �['oWH 0 =13 lv of Departuleut oCRegi lato.ey`Setyices Sl, I Date . )1AANaTATr(l. _ Public XIealll>< Diviis><o>u Areas $ 200 Main Succt,llynmus MA 02G01 y6Jp �a ''rEo►,�'I'' J. Tima/�- rco rd. DaLc Schedules) i . . �zt ortage )o�sall, 0zl `uitabrrrty �tssessr�ze fJ Witnessed Performed By: LOCATION & GENLR.AL INFORMATION i owner's Name D Location Address U Address G(t en nn r Engineer's Name J Q tnJ � Assessor's Map/P4rcc1:33 STRUTlON REPAIR NEW CON Ttilcphoncii 06t t1'6oa.- � y Slopes(`!'o) i surface SIMS / Lurid Use '��) ( 2� [!V ft Drinking Water Wcll;_ft` V)7 y y t A ft Possible Wet Distances from: (}pen Wetcrl3otly - ' >� ft Pr ��—ft UUrer R ' �rainagc Way ' • 4 PC tests,locals wetlands in proAmity to holes) SIM,TCR:(Street name,dimensions oflof,enact location`s of t toles&p t � ``_r_ i tS • ,�, o .Sir- + C4)Io JdC �7 o J i M < f IGt� PREPARED UNDER THE yDIREC N THE zse j9 y BARNSTABLE BOARD SSESSORS- I Parent material(gcdlbgic) Wee ft'om Pit Pace Depth to Grouudwaldr. Standing Water in.11ole: I 1 Eslimaled SeasonaliHigh Groundwater D T RMIN TION FOR 5LASONAL HIGH yS�ATIaIt TABLE c, v ( ,, Method Used: C 3�6 1 __In. Depth t0 soil tnoltlr o _ ft. Depth C/huervcd standing in ohs.hole Y In. Urrfnndwatdr Ad uehdent r Depth tolweeping from side of ons.Lole: _�_r:-,_•i- - A.II_flrvnuidwrtler i evdl _ A,U,ltictur.., r..,., AdV' Q. S- Rending Date: Index Well level _,_ i ' DEEP OBSERVA.'1'10N HOLL LOG Hole It Dcptb tram Soil Horizon Soil Tcxlui'e Soil Color Soil I Other � ..: ' u"urfacc(i�r.) (USDA) (�.��uu:rcti) lviuiti;ng (Slruc11'ture,Stones,Boulders. C nsistenc ;ran I G C S •�, 6rlo l,,i :DEEP OWERVATION I-IOLE LOG ible It Depth from Sail Horizon Soil Texture Soll Color Soil Other Surface(iu.) (USDA) (Munsell) Mottling• (Structure;Stones,Boulders. ConsWe is a e L F ov `' 36 80 i I- 1 .!�:_l F_ rl� DEEP OBSERVA"rION IIOLE LOG Hole#^� Depth front- Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Simctore,Stones,Boulders. Cansi lenc Grave GS f S�Z 0 C PE up OBSERVATION ROLE LOG hole#>` from Soil Horizon (USDA) Texture Soil Culor Sall Qtticr DepthDepth e(in.) (USDA) (Mull-Sell) Mottling (Structu(e,Stones;Boulders. Surfacons' on ra r I+load insurnn�e Rate Map: . •Above 500 year flood boundary No— Yes . Withla 100 year boundary No Yes, Within f00 year now boundary No-)—(. Yes_,:! •]DEEP OBSERVA'1'YON'TIOLIe LOG Ilatle F � Soil Texture: Solt Color Soil I Other Dc tlr hoar Soil Horizon I P (riltUGtnrc,?[ones,it oulders. aur{acc(hi:} ;t' ('nsIslenc , irav I '. 5 21 -------------- �/r 2- . l DEET OBSERVATION ITOLL LOG Hole Depth from. Soil llodzon Soil Text= Sol]Color Soil .. Older Surface(in.) (USDA) (Mansell)' Mottling: (Slroelure,Stooes,Boulders. Consiste rc a e 30 -lob C DEEP OBSERVATION TIOLE LOG• Hole# Depth(rant Solt tlgrizon Soil Texture, ,Soil Color Soil Other Surface(in.) (USllA).' (Mansell) ;' _ .'Mottling (Structqre,Stones,➢oulders. Si Innev. Grave --------- ----- -- I . w . D AP 0]�S.�R VAT ON HOLC;LOG ITole. • — her , Dcptlr fromSoil liorizon Soil Texture Se11 Color Solt (MU Surface(ill.) - - - (USDA) I 7ISCII) ; Mottling ctufC Stones,8pultlers. - Oil ten Qll l+'lood Insttranie Rate Mast: Above 5A0.year flood boundary :No Yes Within 900 yW*Wundary No Yes 4 Yes SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT ELEV. ELEV. ELEV. ELEV. GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE s, 4 ,, f, Barnstable Harbor DESIGN FLOW: 4 BEDROOMS © 110 GPD = 440 GPD TOP FOUND. EL. 35.0' ' FILTER FABRIC OVER STONE Q 33.4 p 32.8 p v 33.6 p 33.4 \ 2% SLOPE REQUIRED OVER SYSTEM 33.0' A A A A USE A 440 GPD DESIGN FLOW MINIMUM .75' OF COVER OVER PRECAST PRECAST H-10 H-10 LS LS LS LS j BLO RISERS (TYP.) GPD 2 - 88O MORTAR ALL PRECAST OR sERs 1 OYR 4/1 1 OYR 4/1 10YR 4/1 1 OYR 4/1 w SEPTIC TANK: 440 O 2•0 4 0SCH40 PVC COMPONENTS H-10 INV'S EL. 12" 12" 12" 1 1" oZl USE EXISTING 1500 GAL. SEPTIC TANK Cb PIPES LEVEL 1ST 2' t: 5' 29.17' 30.0' B B B B �� LOCUS • ENDS BET SIDES \30.59' 10" 1500 GAL H-10 14» P0000 $ ooaoe0000 LS LS LS LS a LEACHING: TEE ° O ° ° oo° ° ° ° 30.11' TEE SEPTIC TANK ®®®® IJ®®® o$°o o ®®®® �Fj U�® �0000000 �� a " >O°O°O°O° LJJ °o°o°o 'o°o°o°o° o SIDES: 2 (40 + 10) 2 (.74) = 148 GPD 29'86 0 0 , , , 0 6 MIN SUMP ° ° ° ° ®®®®®®® ®®® ° ° ®®®®� ® ®® ' ° ° ° ° / 30.9 / / 31.6 " 1 OYR 5/2 30.9 cx� O ° ° ° °o ° ° .° ° ° ° O 000000 0 > O ° ° ° ° ° ° ° ° ° 30 10YR 5 2 10YR 5 2 24 10YR 5 2 ,. 30 0 0 0 0 0 0 » O O O O ®®®®®® ®®®® 00 O O ®®®®® �®®®®® 0 0 0 0 +°0°0°0000o° 12 MIN. INT. DIM. ' ° ° ° ° ° ° ' ° ° ° ° GAS BAFFLE:* .� °°°°°°°° °°°°°° rtrt °°°°°°°° 39" 29.6' \� o0000000 ®®I�®®®�®®®® p0°0O0 ®®®®®L�®®®®® �0000000° , -__ BOTTOM 40 x 10 (.74) = 296 GPD 4' uQ. LEVEL (ACME OR EQUAL) 29.48' 29.31' °°°°°°°° °°°O°° °°°°°°°° 27.17 G Oo ° ° 000°° ° ° ° O C1 C1 Rou1e �A SiL SiL F/MS TOTAL: 600 S.F. 444 GPD O LH-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST G CHAMBERS ACME OR EQUAL) 3/4"-1-1/2" DOUBLE WASHED STONE (3) UNITS REQUIRED 80" 7.5YR 7/3 26.7' C 60" 7.5YR 7/3 28.6' 108" 1OYR 6/8 24.4' USE (3) 500 GAL. LEACHING ( ai�road WITH 2.25' STONE AT ENDS 5' BETWEEN UNITS AND 2.6' 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 40' X 10' =� � PERC � o MIN. COMPACTION. (15.221 [2]) C2 PER C2 AT SIDES (2.5% SLOPE) ( 2 % SLOPE) ( 1 SLOPE) cO F/MS F/MS F/MS C2 FOUNDATION- 19' SEPTIC TANK 19' D' BOX 16' ZI LEACHING 131" 1 OYR 6/8 22.5' 130" 1 OYR 6/8 22.8' C2 FACILITY 20.8 BOTTOM TH-1 1 OYR 6/8 SiL *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL NO GROUNDWATER FOUND UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS C3 C3 7.5YR 7/3 LOCUS MAP PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SiL SiL SCALE 1"=2000"f 144 7.5YR 7/3 21.4' 144" 20.8' 144" 7.5YR 7/3 31.6' 132" 22.4' ASSESSORS MAP 336 PARCEL 16 (PORTION OF) NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED LOCUS IS WITHIN FEMA FLOOD ZONE C LT SECTION A-A AS SHOWN ON COMMUNITY PANEL #250001 0001 D DATED JULY 2, 1992 a 'a 1" PEASTONE .,a TEST HOLE LOGS a.= a.- all a•0 24" 3/4"-1-1/2" DOUBLE ''a-; a-' ENGINEER: DAVID FLAHERTY, R.S., SE2755 WASHED STONE (TYP.) :,a o- WITNESS: DON DESMARALIQ R.S. 12" DATE: 6/19/06 TRENCH DRAIN DETAIL PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 11321 NOTES ZONING SUMMARY 1. DATUM IS ASSUMED NGVD29 FROM TOWN GIS ZONING DISTRICT: RF-2 RESIDENTIAL DISTRICT / 2. MUNICIPAL WATER IS AVAILABLE h II ��Irl/iiG / 3. MINIMUM SEPTIC PIPE PITCH TO BE 1/8" PER FOOT. MIN. LOT SIZE 43,560 S.F. o II \ ' \ Cara �\� ;��_ �� � �aa � � � � � MIN. LOT FRONTAGE 20 ge 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS LOT WIDTH 150' W/ / \� ® TO BE AASHO H-]Q MIN. FRONT SETBACK 30' �`50 i �� �� �- �� � ��ailll �, �32 I� � � � � c, 1 IV ,// \\ 0 0�© 'ii�i8li►\ � / i ,3�' / / '� 1 'n � ` � � �� \\ � � o, � � � � !� � 5. PIPE.JOINTS TO BE MADE WATERTIGHT. MIN. SIDE SETBACK 15' \ �3 MIN. REAR SETBACK 5 \ o \ 51 �29 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH y� N 83'05'13" W \ m I ( \\ 0 310 CMR 15.000 (TITLE V.) IlI' _ SITE IS LOCATED WITHIN THE AQUIFER i 160.75' \\ /l I _ J B// / N 7. THIS PLAN.IS FOR PROPOSED WORK ONLY AND NOT TO PROTECTION OVERLAY DISTRICT I - - - - - �• J I/ F# C1 ° BE USED FOR'LOT LINE STAKING OR ANY OTHER 00, PURPOSE. / II \ � \•WF#2A 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. N 83'05'13" W / i,,,I r,I o I \ / ,/ O - - OWNER OF RECORD II-0 I / a 9. COMPONI~N��S NOT TO BE BACKFILLED OR CONCEALED 180,29 \ / / �/ WITHOUT INSPECTION BY BOARD OF HEALTH AND I [---[33] \ Ilo I \ / iIt \.• " a PERMISSION OBTAINED FROM BOARD OF HEALTH. ' 50 INDIAN,& CATIHERINE A. SCIBELLI W MARK L. ] AN TRAIL 3 : IMF J28� ® ' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING CUMMAQUID, MA" '02637 1 t= �. / DIGSAFE (1-888-344-7233) AND VERIFYING THE I I #2 .�I/1/F `►.. LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES k Alt, / PRIOR TO COMMENCEMENT OF WORK. O \PROPOSED \ / 00 I \ I V ,\11, ,I, - / a� APPLICANT. . \PAVED \ w / N \ I m O \ :,I = #� '`••.,�WF / 11. AI`?` 'ONSPITABLE MATERIAL ENCOUNTERED SHALL BE DRIVEWAY I u / \ I 1 \ F / `11 ��•wF REMOVED 5' BENEATH AND AROUND THE PROPOSED ZIGMONT & MARTHA GUZIKOWSKI O / � LEACHING FACILITY. p 1 I TH-8 / TH-7 x I z I pit,- #10 9 27 OAK RIDGE ROAD I / olt, # D. O N 5 4, / I I 4`�� I,�t' ,I t' I �>� 12. GUTTERS;AND DOWNSPOUTS TO ROOF DRYWELLS ARE EAST SANDWICH, MA 02537 E E E i E \ x I I I \ \ ••\ W E T L�A N D I' 13. ANY BOULDERS/STONES DISTURBED FOR ENTRANCES O \ \ �Il, II N �- TO BE RELO¢ATED ALONG MISSING/THIN PORTIONS OF REFERENCES �\ \ \ \ ��r, STONE WALL ALONG INDIAN TRAIL. NO OTHER PORTION OF I I I I I 1007. RESERVE I \ \ \ \'• F rll, �-_/ STONE WALL TO BE DISTURBED BY SITEWORK. � I � I W W I PATIO - TH-10 ` \ �/ _ I 2 IN / 22 - - - I I \ 1 �! DEED BOOK 18364 PAGE 283 I / I TH-1 1 >c I \ / #5' �It 14. NATIVE VEGETATION TO BE PLANTED A MINIMUM OF / / / \ IF 50 FEET FROM THE WETLAND TO MARK NATURAL BUFFER • / \ p - / J / / �I�_ / TO REMAIN QNDISTURBED. PLANTING TO BE IRREGULAR TO PLAN BOOK 606 PAGE 26 / PROPOSED/ 0 // / \/ / / �Ii, ��� COMPLEMENT' NATURAL LANDSCAPE. FINAL PLANTING PLAN BOOK 236 PAGE 93 I I HOUSE #i0 wEZ�PN I / I .` ���' #9 i DESIGN TO 6E SUBMITTED TO CONSERVATION STAFF FOR PLAN BOOK 181 PAGE 75 » I TOP OF/FNDN / Epp OFF �/ / 1 � I 1 . k � \ / / \ / � � APPROVAL PRIOR TO IMPLEMENTATION. PLAN BOOK 43 PAGE 135 1 WASHED I EL 35f:5 •� a , , i \ // / \ ,�It, PLAN BOOK 298 PAGE 2 STONE \ \ I DRAIN H #6 8 /(WORK LIMIT LINE / i /J / i 11�/ / �/• X� FOR CONSTR, (ONr CIO SITE PLAN OF LAND -[34] X/ 50' FF WETLAND � ----_ � i _ � I [33] 3 X Areo-48,940-i-�Sy Ft. / / IN `[32] X X �� ;ICI / / 2g 1.12E Acres , // X X _ _ _ CUMMAQUID MA IRREGULAR NATIVE (Cqn-rguous Upland =4J 660E S. ) SHRUBS PLANTED A . (Wetland & Remo/n/q -0 /and = 5,280I S.F.) I / 11 / � �NIMUM OF 50' FROM- Sha e'Number - 21.7 / �It - #30 INDIAN TRAIL BENCHMARK , � � �-� ���Iitr/,�� �/� `��`/�WETLAND TO DE� cn /� p \ 2�' ' / / CONCRETE BOUND �2 \ EL. = 30.08' 1i / DRIP LINE \ r� t I' UNDISTURBED-BUFFER o DR \ / _ f\ / / / PREPARED FOR �w 30' Ca u I nt ��� ~/ I // WF / / \wF ,I, 1 3 , ,� ZIEGMONT & MARTHA GUZIKOWSKI (FNp y -30 2g ��� , ��50 `� /il ) �= - -��Ir " -.:�l4lF // 66 DATE: AUGUST 26, 2013 �0 \ / ..i•.�' - - - - / �\`25Jo- / / / / / - 1 �" a � �� f ro/I Tj off 508_362_4541 / 2 ail, 6 / ! �jH of��As of ��o�� � oFF r�qs\ fax 508 362 9880 1 Q � \ _ ALLOW EXISTING LAWN AREA s _,2 qs a s `? I �� ... ,. �Il, WITHIN 50' TO REVERT TO 87 O„ 2 �� �� c �� F3 sq� f a s C a P /Jam'�: a c+ ,,a q �, ti downca e.com 2 DAN 4LA: G / DAhIIEL .. - / DANI6LA. �� DANIEL 1 / .. I, NATURAL MEADOW / OJALA /o A. -w� ..�Ia, (ONE ANNUAL MOWING) - - - / / , o OCIVI� �� ;� A. V OJALA 4` '` i ._. • down cope engineering ift CIVIL OJALA No.400t'C v t, / \ �No.46 02c o p No, civil engineers Of Ditch " ' l Ess land surveyors Centerline �, >n o 2O DO, , 25/ f �y // ��ccs G�E� C�� `�Fc/STEM G�?�C' IyMF St Q «> y 7 0355�,�j # / Scale:1"= 20' SON °suRvev 939 Main Street ( Rte 6A) - YARMOUTHPORT MA 02675 DATE D P1JEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET DCE #13-086 13-086 GUZIKOWSKLDWG t` d P a �F , <r �— f _ � , w — {' I I s T r— — — , _ ---- _ — — _ , ate— 1 if Il —I �+ T — , T I" I t _—L_ TTT IL Y. I �r f , I ( - ` i_ �.. I ! I ! I t : ,r r,1 _ 72 weWmA _ +w.-!fi..,.o .. -_ ... .. �'^ 'S�a- ... ;.�,. .-,..+M.n....._•,...e..,.,.,-....,.._.,q.... ....m......,., . _._ __ ,,.... .<, ...6........a...,_...._.__ .......:.-..we.,4.,- ..., -.....,..,..w...w >.w,h......,-,..�.'�-..ram,-:k-r..... __.....,.dn...,. _. wt „«,._ ..+.,...._.. ,m''7'°e•"° .. °� -.c. 'tir...hX`e - »- -._ v "" r F Y� -_.:.... 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