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HomeMy WebLinkAbout0167 STONEY COVE LANE - Health 1.67 Stoney, Cove Ln. Barnstable A = 3 51- 007- 001` t l i i i i TOWN OF BARNSTABLE 00�7—06 r LOCATION A6 7 e 1,#we- SEWAGE VILLAGE ASSESSOR'S M--A��P&PARC INSTALLER'S NAME&PHONE NO. 3-p0f SEPTIC TANK CAPACITY LEACHING FACILITY. (type) J-ro.✓& (size) NO.OF BEDROOMS / OWNER �- I �✓r del Lola PERMIT DATE: (�1/1-1 -0.2-0 COMPLIANCE DATE: 0 f�a/,�a J- Separation Distance Between the: Maximum Adjusted Groundwater Table to.,the.Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(Many wells exist on site or within 200 feet of leaching facility) Feet r_ Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �r 72 .31-Y o P ,- 3 `o O•P. No. �o Fee /5 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Dispo al Wpstrm (Cunstruttiun VPrmit Application for a Permit to Construct(K Repair( ) Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No. /6 7 .Slt O w!x eo vG/*,4 Owner's/Name,Address,and Tel.No. Assessor's Map/Parcel f 7- 1 NQ`Ne L- Installer's Name,Address,and Tel.No. I Desi er's Name,Address,and Tel.No. le r �/ s�(yS6 �rfaG �o/hO1 /i //`rPL.IIv� /'��• r1kv._ �. %f 016 (/9 ovvla vr: .� Type of Building: Dwelling No.of Bedrooms Lot Size yYJ sq.ft. Garbage Grinder( ) Other Type of Building j=G1'• No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 0 gpd Design flow provided 0 gpd Plan Date Al 4-y .2�p Act d Number of sheets Revision Date Title Size of Septic Tank J10 9 r�lai✓ f Type of S.A.S. D!Oe //'/ 1-jG 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 Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed l/'—' Date 02 O Application Approved by Date " 2-6 Application Disapproved by Date for the following reasons Permit No. �,' I Date Issued N -TO A No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppUration for VspoO pstrm ConstTurtionVermit Application for a Permit to Construct(X Repair Upgrade Abandon(4)1 El Complete System E]Individual Components Location Address or Lot No. f ro/V" eo I e. 1A, Owner's Namie,Address,and Tel.No. ✓ Assessor's Map/Parcel 7- 1 Rfff,��- 4"vd Z/," /Ift,-a Installer's Name,Address,and Tel.No. Desip'er's Name,Address,and Tel.No. dry 4 1?011 "1 / � q I o e" *7 4 0.>6 v I dofvla Type of Building: Dwelling No.of Bedrooms 140" Lot Size 1 o7 sq.ft. Garbage Grinder Other Type of Building 4 e,'r- No.of Persons Showers( Cafeteria( Other Fixtures Design Flow(min.required) fSr 0 _ gpd Design flow provided gpd Plan Date Al ,1 9 A 0 Number of sheets Revision Date Title Size of Septic Tank J0 Type of S.A.S.- alg,- e 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 Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health Signed Date t4l 1,2 -0.2 10 Application Approved by Date 2 Application Disapproved by Date for the following reasons Permit No. Date Issued f 6 ------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed OO Repaired Upgraded Abandoned by at -(o 5;V*n,� has been constructed in accordance with the provisions of Title 5 and the for Disp6sal System Construction Permit No. 0-)0 dated 'ZC) Installer /1 a/ jo ';(Designer 644 e #bedrooms Approved des' flow 0 gpd ,v function desired. d d The issuance of thisze a guarantee that the system 11 fi, it cristruedas Date Inspector 1\1 ---------------- - ------------- ------------------------- ---------------------I----------- ---------------------------------------- No. g 0 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Neposal 6pstpm,Construrtion 3permit Permission is hereby granted to Construct Repair Upgrade Abandon System located at /6 7 _f e //I _-,e 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:Construction must be completed within three years of the date of this permit. Date 0 Approved by 3 Town ®f 8211 wgta ble Pu bHe 1E�m�a➢i!➢a Division 3 Thomis 1'+/IeKean, Director 200 Main Street,Hyannis,M.A 02601 Oifice: 508 36?-46�34 Fax: 508-790-6304 Insta➢➢er Bk Designer Cen°tifisation Form r Date. OfI �2 . Sewage .PerraaMW 2020- 101 Assessor7s Map1>Ta se➢ Designer. ��Gilb�l C����2lf��l``�Z9h�►�. �!�!�'. IInsC�a9➢e>ie Jn � C'�t�S�l�lI N_ A�dresse qM Address: on 1(at 20 0 ,,A 01A G' I��T(�VC1'l4� S�Ys1�as issued a permit to install a (date} (installer) 1 septic system at,It�7 TON C-DVO based on a design d'ra vn by (address) 4 Leo OJ. ( ,� datedy � (designer) .1 certify that the septic system referenced above was installed.substantially according to -tile: desigp, which may include minor approved changes such as lateral relocation of'the distribution box and/or septic tank, S+'rap out (if required) was inspected and the soils were found satisfactory. i certify that the septic system referenced above was ii*ai',Ied Oh major changes (Le, gieMcr than 10' lateral relocation of the SAS'or any vertical relopation of:any cot 1ponent of tlae septic system) but in accordance •with State &Local It gulaticis�s, Plan revision or cej ified ins-br ilt..by designer to follow. Strip o�tt(if required) W4. inspected a, the soils mere x0un�,satisf�ctofy. I certify that tl3e system referenced above gas construefied in compliance.with;ttie to rm of the I1A approval letters (i ap ieable) , �0<of MSS a OANIELA.. 1 . ., ss � .,. �' LA CIVIL u> Installed' "Igna2uW nNo.4r5o2 �s /Q N A l kEatyti (Designers Signature) (Affix Desrgne>t• s St p gere) PLEASE R E.T'.URPI TO ''A i UNS T AB LE PUBLIC HEA LTILDI VISION4 .tClE11��1�N1(ti✓ATE, ' CM PT !l1iLg, NO BE ISSUED UNT1rILi BOT11.:7HAS .TPORM AND,*-AS= BUILT AR--D ARE RECENE101 BY,THZBARiNRTAB LE.PUDLI MEAL T H DIVIS1IONM THANK YOU llto'iWdepis1HEALT-fASEWER conneciNS1 PTtadesigner Csrtiricntion Dorn Rev 8.14-13.DOC 41 7D�partzzzmt.ofktegalatozy Services _ Public Health ITISIO n Date. aagp. 200 knin 51reet,Hyanais MA 0260E • ran er+tec^' � r s� l Date Sbhedtiled G �� 1 Tune, 0,A �G u� Soil Suitability Assess e t for S'e a e ���os-al Pezformed 13y:_'" r? �:f Of'JSC�f tl Q WiCaessed By ,�I LOCATION&QENERALRWORAUTTION Location Address O ner's.Nama �l C ✓ s. ", tAj . (k Address Assessor's Map/.Farvak 3 Si J o o a j Engincer's Name NEW CONSmUCrION RP.PAII{ Telephone# ix' y;• Land Use r 1J��lI{� Slopes(`76), G ~ Surlscc Scones ©Y Distances from:. Dpcn WaterEody ft fbsslblc Wet Arca fl Drinking Water W41I; fc Drainage Wny ft Property 1:{no / ft Other ff MI TCH_:(Street dame,dimensions of lo[:axact:looa[ions a>test hales 8cperc=tests;aocatc wetlands l�n pmxunity to- bolos) N Ai d > '.32 Parent material(geologic) Aopth to)Batlrgelt > �� Dep(h'to amttudwater. 5ianding Water in Hole: 7 Woepingf'rotn PlC PpCi EsCimated Soasonal High Gtrouadwater %� r: � ���r���(�� - -. Method Used: Depth Observed standing in obs,hole:. — lu, Dapchtp s411 t�igW¢s: _ . T"ln,. Dcpth to wcoping:i7nrn sido_of:pbs,halo:. . In, ClrouudwaterAdf ua=onE tt g M,Actor" Adj,!dt�aurldwate Y'el.�; Index Welt#k X;cadin J7ate•. Indox WcllleYa[ PERCOLATION.TES' Hole#t Obseryation 7 J:2 .1 7 Tluta"atQ DcpUx of Pero.. T1me at 61, Start Pro-soak'Z''tme @ , J-/ , �r ��) �I e) Tim¢ 9 -G Etxd.]'rc-so51c 1. '1 J J '37: : Site Suitability Assessment: 51fb•'anut Slt�Pallcd! Pctidltional Tas[ingl`Iecdcd(X!I'1) brig;nat: PutiIic.Iieaith J�ivision O bser'atioa Hole Data To Be Completed ors Back **gclf pexcolaft'A test is to be coazducted.witWA 00' of,weiCaind,you la UA first notify the. BArnstable Consorvvatioa Division at least one(1)week prior to�egAn=g. QAS4PTlC\PJ3l;Cpor lvz,:ooC Depth from Sail l-lotizon Soil Texture . Still Color Soil. 0ftior Surfaeo(in.) , (USbA) _ ,(Mansell) Mottling .(Structarc, Stand;Boulders, rava 042 2 L 5. 49YR y// o i"te y.96'Gfll 1 z-30 OYR (0/0 ?d-72 Ci S,' L-72-139 IOy� z Aopthfrom Soil Horizon Soil Texture Soli Color Soil Other Surface(in.) (USDA.) (Munsen) Mottling (Structure,Stones,Boulders. sis en go ve DMP OIBSERVM+ONRO LF,L0G Role#. .3 Dcpthfrorr Soll.Harizon SallTexturo Sall Color Soil other Sarfacc(in.) (USDA) (Mansell) Mottling (Structa.m,Stones,Boulders. COTIR1.5torov.LYI Gravel) •rote-i ' S; DFI EP®IBSERV.&TIO "1f0TLFI 1LOG U018# Depth from Sail Hatizon Soil Textarc Sall Calor 9011 other Surface(In.) (USDA) (Mansell) Mottling (Structure,Stones',Boulders. Co si tnn 6 , 0 -la S . (Q yP y/I LO Flood 7nm=ance,Rate 1ft- , -- - -- ho `J'✓t l cif vi/i�c�' �'J�-h�•� j•j„��,{ `7 Abovc500yesrfloodboandar7 No Yes within 5o0 yearboundary No 'Yes - Vdithiri 100 year flood boundary No.�` Yus ,_Y Derth.bfl aturally.0ccurring PerylousMeer%al Does at least four feat of naturally occurring pervious me.terial eYdst in all areas observed throughout the area proposed for the s61l-absorptibn syntom7 ye If not,what is the depth of naturally occurring pervious matorlal'f cex:•Mcation. x certify that on (date)Y havepassed the sail evaluator wtam.ination approved by the Department Of EnvirOmMntal Proteedon and that the above`analysis was perf6rmcd by me consistent with 'the required training,expertise and experience described in�10 C M 15.017, Signature- ���'' ' _�`_. Dath VAS sue QAS.l?PTICTERCFORM.TD C NOTES: 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING Barnstable Harbor LEGEND SYSTEM PROFILE MA K LEACHINGRF ELD W/ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 99 EXISTING CONTOUR SYSTEM DESIGN. ACCESS COVERS To WITHIN 6. OF FIN. GRADE (NOT TO SCALE) REBAR SET 4" BELOW INSPECTION PORT (SEE DETAIL) 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS GRADE TO BE AASHO H-19- X 99.1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT. ALLOWED \ TOP OF FNDN EL. 32.8' 2% SLOPE -[99]- PROPOSED CONTOUR 31.5' MINIMUM .75' OF COVER OVER PRECAST FILTER FABRIC -- SEE PAVEMENT SECTION 5. PIPE JOINTS TO BE MADE WATERTIGHT. boo _ _ 30.0'-31,p'TOP 28.0' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH poi DESIGN FLOW: 5 BEDROOMS C� 110 GPD = 550 GPD PRECAST H-10 RISERS (TYP.) WATERTEST D'BOX 310 CMR 15.000 (TITLE 5.) o pt ' o 198.4] PROPOSED SPOT EL. USE A 550 GPD DESIGN FLOW 2y FOR LEVELNESS 4"mSCH40 PVC Z$ dot 4 TH1 y. : . :• PIPES LEVEL 1ST 2' CLEAN FILL OR PROPOSED WORK ONLY AND NOT TO __ o � TEST HOLE SEPTIC TANK: 550 GPD (2) _ 1100 '� : 7 THIS FOR LOT LINE STAKING OR ANY OTHER "' 28.55'f 10" 1500 GAL H-10 14" PERFORATED PURPOSE. ocu • ;• 4" PERFORATED PVC 3' O.C. ,,S=O.00S-� •O. ` � ter- � 28.25 `' TEE SEPTIC TANK TEE ,� " o L 27 SLOPE OF GROUND USE A 1500 GAL. SEPTIC TANK 28.0 0 _ 3/4"-1-1/2" DOUBLE WASHED 6 DEPTH MIN. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. Rf GAS BAFFLE r; °°,°0,°,9°°$0°- 10" STONE LEACHING FIELD ° BELOW INV. 6q UTILITY POLE LEACHING: ;:~:�::: s 4' LIQ. LEVEL ACME OR EQUAL) 27.92' 27.7 27 67' ° 27.34 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 0� 550 GPD 74 744 SF REQUIRED ':i••, : ° ~" ' "' " 4 LEVEL BOTTOM o re WITHOUT INSPECTION BY BOARD OF HEALTH AND o°'o°°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°°o . �� �• ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° PERMISSION OBTAINED FROM BOARD OF HEALTH. �41FIRE HYDRANT ",°,o °_�.non. ,,.n o 0 0 0 ° °_n.n.o o C NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 12' X 62' = 744 SF OK 62.0' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING on 744 SF X .74 = 550 GPD OK I 6" CRUSHED STONE OR MECHANICAL DIGSAFE (1-888-344-7233) AND VERIFYING THE e O USE A 12' X 62' PIPE 'AND STONE LEACHING FIELD I-^ COMPACTION. (15.221 [21) 26.84 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES (2.59G SLOPE) ( 1 R SLOPE) ( 1 9; SLOPE) PRIOR TO COMMENCEMENT OF WORK. LANDSCAPE KEY 5.34' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE FOUNDATION- 12 SEPTIC TANK ' 8 Do BOX 10 LEACHING REMOVED BENEATH AND 5' AROUND THE PROPOSED LOCUS MAP FACILITY DRIVEWAY LIGHT 21.5' PERCHED GROUNDWATER LEACHING FACILITY. NOT TO SCALE SCALE 1"=2000'f 12. ALL ROOF RUNOFF TO BE DIRECTED BY GUTTERS AND Hydrangea mocrophylla 'Nikko Blue' *THE INSTALLER SHALL VERIFY THE DOWNSPOUTS TO DRYWELL OR DAYLIGHT AS SHOWN, ALL ASSESSORS MAP 351 PARCEL 7-1 Nikko Blue Hydrangea-blue mophead MA LOCATIONS OF ALL UTILITIES AND ALL PIPING 4" SCH40 PVC AT 1.5% MIN. END RUN 6" SCH40 Ilex glabra 'Shamrock' APPROVED DATE BOARD OF HEALTH BUILDING SEWER OUTLETS AND PVC. LOCUS IS WITHIN FEMA FLOOD ZONE X Shamrock Inkberry-compact ELEVATIONS PRIOR TO INSTALLING ANY 13. FOUNDATION DRAIN AND SUMP PUMP STRONGLY (AREA OF MINIMAL FLOOD HAZARD) AS PORTION OF SEPTIC SYSTEM RECOMMENDED DUE TO SILT LOAM SOILS IN HOUSE AREA, SHOWN ON COMMUNITY PANEL #25001 CO559J GRADES TO PITCH AWAY FROM HOUSE, BACKFILL WITH 201416 SAND WITH IMPERVIOUS SOIL CAP, POSITIVE PITCH AWAY DATED 7/ / (FAILED) FROM HOUSE, SEE ALSO NOTE 12. �,--� ELEV. ELEV. E:PELEV. ELEV. ELEV. ZONING SUMMARY Oft28.0' Q» 27.5' p» 27.0' Q» 26.0' 0» 27.0' A A A A A ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT LS LS LS LS LS MIN. LOT SIZE 43,560 S.F. N N N N 10YR 4/1 10YR 4/1 10YR 4/2 10YR 4/2 10YR 4/2 MIN. LOT FRONTAGE 20' 12„ 14" 11" 12" 11 MIN. LOT WIDTH 125, 16 v 3 B B B B MIN. FRONT SETBACK 30' ti SL SL SL SL SL MIN. SIDE SETBACK 15' MAP 352 PCL 67 MIN. REAR SETBACK 15' \, VW 3 MASSACHUSETTS AUDU N SOCIETY INC 10YR 6/6 „ 10YR 6/6 „ 10YR 6/6 „ 10YR 6/6 10YR 6/6 , MAX. BUILDING HEIGHT 30' � 208 SOUTH GREAT R D 30 25.5 38 24.3 2g 24.7 36 23.0 28 24.7 LINCOLN, MA 01773 fJ C1 C1 C1 C1 �SiL SiL SiL SiL , G5� g 2 X 72„ 2.5Y 6/2 22.0' 78" 2.5Y 7/1 21.0 48" 2.5Y 6/1 23.0' 48" /2.5Y 6/1 23.0' �'�3"E / R m L0 OWNER OF RECORD N69 1 X ROCK WAL 00 C2 C2 C2 L C2 3$• X SECTION 2.5Y 6 1 JEFFREY & ANNE BELLION 1 2 LS W/ LS W/ PERC LS W/ / PERC LS W/ / 22 X ry POCKETS OF POCKETS OF POCKETS OF POCKETS OF 131 LEWIS ROAD TH4 ja z SiL SiL SiL SiL WEST YARMOUTH, MA 02673 FAIL 2.5Y 5/3 2.5Y 5/3 2.5Y 5/4 2.5Y 5/4 REFERENCES 18 /• / /X PROPOSED Q 138" 16.5' 138" 16.0' 144" 15.0' 144" 14.0' 144" 15.0' X TREEL/NE o CERT. 209430 L-+ �4 PERCHED GROUNDWATER AT 104" EL. 19.3 LCP .36122-C Zb �► WORK LIMIT TEST HOLEL07 G�S '��.�..�` TEST H04E LOGS A-C o } LINE SILT t i FENCE DANIEL E. GONSALVES, SE #13587 DANIEL A. OJALA, SE 1805 T 1 I ENGINEER. ENGINEER. # DAVID STANTON, RS DON DESMARAIS, RS \ / TH3 Q 50 - WITNESS: WITNESS: I DATE: 8/10/15 & 8/28/15 DATE: 5/11/2020 ��' /• ROOF RA/N WORK LIMIT I IVyy 2 _ < 5 MIN INCH UNSUITABLE :• / C LINE SILT ; PERC. RATE - __ SOIL PERC. RATE _ < 5 MIN/INCH TO DAYL HT OR DR LL 30] FENCE CLASS I SOILS P 14780 I 20-86 / .� I ' # CLASS SOILS P# THIS AR ` z6 26 ELEV. ELEV. (FAILED) ELEV. 10' 1 DRIVEPA AD HA 0" 31.5' Q" IT 31.0' Q" 33.5' / r GS BY BR - _ / x X IVW 3 A A A TH tl" LS LS LS x mod, 12„ 10YR 3/2 10YR 3/2 10YR 3/2 01 � _ r � B B B X L 0 T 2 �3 a� 1 f w; LS LS LS 44, 924 SF �� ° 32 3 1 + + g8 3, � 13 BENCHMARK 2� 10YR 6 4 10YR 6/4 9.01 AC. I D + 1 TH5 rn Un `% WATER SH OFF 48" / 27.5' 48" / 27.0' 4.2" 30.0' 0 1 1 \2 hl J III 1 1 1 •,Y._ EL. = 30. 1 I � o � III + � � a�' •'� III + 11 I Q m C C x 25.1 III i m 1 `� o •� PERC / LANDrm% CAPE PLAN a v 1 [3 I 1 \ MS W MS W/ /C " PROPOSED TH 1 I 1 1 I 11 `: �L LAYERS OF LAYERS OF SiL .N DWELLING 11 I iol I 1 1 \�••. m FLS FLS 5Y 6 1 OF F D. 1 III 1 1 1 �.��X 2.5Y 7/6 2.5Y 7/6 / I I I 1 1 EXTEND + � j ROCK WALL THA 167 STONEY COVE LANE � � - 1-3 4o° » BARNSTABLE, MA COVERED o O 1 1 3 3 f_O 68 17.5' 132" 20.0' 144" 14.0' - --O M 12 p PATIO , ���__-� M -M PERCHED GROUNDWATER AT 120" EL. 21.5 PREPARED FOR THC FAILEDD !r ••`' V> ... ... ... ... ANDRE LIMARINO 75.6' L 321 ai 5' REMOVAL OF UNSUITABLE SOIL RE D AROUND PERIMETER OF LEACHI ACILI DATE: MAY 22, 2020 „ DOWN TO SUITABLE SOIL LAYE REPLACE � 134 57,.34. 39 W WITH CLEAN MED. SAND, TO MEE REV: MAY 26, 2020 (SHED) O � 230 �21 SPECIFICATIONS OF 310 CMR 15.255 ? Scale: 1"= 20' d i 0 10 20 30 40 50 FEET M OF M� q �ZH OF MA80, DANIEL s° DANIELA. off 508-362-4541 A•. o OJALA , fax 508-362-9880 I downcope.com MAP 351 P L 7-2 7- ° q NOJALA0 q No.6502 , MASSACHU TTS AUDUBON SOCIE Y INC 208 SOUT REAT ROAD �°Fsss,o�o� °TFSSo�sTE�G��``� down cape enginee��ag Inc Civil engineers LINCOLN, A 01773 � o /�"A�� land Surveyors l 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. / YARMOUTHPORT MA 02675 DCE #20- 103 20-103 LIMARINO.DWG