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HomeMy WebLinkAbout0127 MAUSHOP AVE - Health �a mot vp 1.ve_ '7 C ~ Tow, of Barnsfia ble C Departbent of Regulatory.Services gnRrrar+►Bt� Fu�jie lase Divwoxl. bate /a`5 Z ;. •T o t�,tt�ct�a Main Street, nisMA02GRyan 0i..A200 JDate;ScIeduled ee k'dl Time • )F . Soil Suitabxla^ty Assessment fay-&wage Performed-By: Witnessed By: _ - LOCATION&GENERAL TNFORMArrme" Location Address _ •• 1'-rQ/r•✓'e� ' (� �'yA;�1` owner's Nema �CC Address Assessor's Map/.Parcalc Z/� •( p '. Engincer's Nam., bo f..�r` Q , NEW CONSTRUCTION REPAIR Telepfione0 C- J S6.d -7c Land Usa: CiJO 5 Slopes(96) !f� 5utfacd Sroaes Distances from: •OpenWaterBody �l�r #t PdssibioWetArea Fi. DiinkingWaterWelt ��Gy ft, DzaiitaBe Y ��� ft Property Unc ±r ..Other 1?Va 7 SE'TCH:(St eet name,dimensions of Jot,exact locations of test holds&pore„tests,locate wetlands-fapmximity to holes)• ` y : —y s • -=: �': s N . . ._ .. t:•s3.�,�� ;'"jai r zv`. ... �. .. - Parent_.. ,r lq6. .. r� '5:. ?� ` .��Vl.6Y F.... _... materiaL(geologic) Lj r u c �c p -. • Depth o BedrocJc-. • Depthto Groundwater:.StandingWaterin Hoio: 'V"'-. T. WeepIngfiol[t P1tFitee �f��' x. Estimated Seasonal High Qroiindwater; dV/ -L r DEIL MYlINA'x'zON FOR SEASONAL E01G.R WATER TABLE Method Used Depth Observed standing in.obs.hole: In. Depth to soil mottles: Dc¢th to weeping from side of obs.hole: In, t3roundwater Adjuskmeok - r Index Wclllt Reading Date: Indox Well loyal AdJ:thctor„ r A�,amoiitlwnterl.evel,,,�,' r'f ]PERCOLA.U014 7CESx 7C'Inae"/�.: Observation Sole A# Tlinc s ' a` r ' r Depth of Peru Start Pre-soak Time @ •y'r j f� Tima(9"-G") End Presoak Rate MIInAnch Site Suitability Assessment Site Passed' Si[n Fnilcd:: Additional Testing Ncedcd pUI`r) '" Original:Public Health Division Obsezvatibn BbleDaa To Be Completed on Bach -x**J[f percolation testis to be conducted within 100' of Wetland,.you must first notify the.. Barnstable Conservation-Dividon at least one(1)week prior to beenning. QEISEPTIMPERCFORM.AOC DEEP.OBSERVATION EE0LE 'BOG Hole# 7 Depth from Soil Hodmn Soil Texture Sdil;^.Dior Soil• Other Surface•(in.) (USDA). ' •IMWsell) Mottling (Structure,Stoned;Boulders, +'DE 1'O]R'q]1] `D'ATYONHOI9ue BOG lor so,lH016 . .� Depth from. Sall Horizon SoilTexh Surface;(in.) (USDA) Other `• ) (Mansell) Mottling` (Structuro,Stones,Boaldets. t� Z,5y � DEEP OBSERVATION GOLF,LOG mole#. 3 Depthfroui SollHodzon Soll Texture Soil Color Soil. Other' .Surface(In.) (USDA)- (Munsoll) Mottling (Structare,Stones,Boulders. --------------- DEEP OBSFAVATION HOLE LOG" 110le# " Depth from So,l.... zon Soil Texture Soil Color Soil Other tMr^ Surface(in.) (USDA) (Munsell) .` Mottling (Structure,Stands',Boulders, • •�3 Cos ten 6 • 1 CjYR,-1I3°, 5Y ' , Flood Tmmwance`Rate 1V1an: - Above 500 year flood boundary No--.1— Yes Within 500 year boundary .No _, Yes Within 100 year flood boundary No Ycs 7Denth of Natirrall a Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed.thrpughoutthe area proposed for the soil,absorption system? w S 7f not,what is the depth of naturally occurring pervious matarlal Certification 1 certify that on (date)Y hava passed the soil evaluator examination approved'by the. Department of EnvironmentaIProtection and that the above analysis was performed by me consistent with 'the required training,expertise and experience described in�10 C M 15.017. Signature Datb Q:1S.Ll''1'1C1 ERUORM UOC ' TOWN OF BARNSTABLE �n 1 �1 LOCATION I l®t U SInO f A✓•'4-- SEWAGE# O yu VIL V?LAGE )41f\5J1n3 tE' ASSESSOR'S MAP&LOT 7 "3 INSTALLER'S NAME&PHONE NO. �C�1� C,h� �JPP'�"�C, \/5O!6) ?7 S�2 Vs- SEPTIC TANK CAPACITY 1 -j 00 LEACHING FACILITY:(type)�r)b0 �O�g lead, '-6mwke) yet X 2• �� NO.OF BEDROOMS BUILDER OR OWNER r� w . PERMIT DATE: f /IX O qt O COMPLIANCE DATE: �O/a / Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility �� l�� 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 eaching facilityh Feet Furnished by L ' , 1� ,$�t 37, 6 �s NCIP Fee (� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Disposal 6pstem Construction permit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.fz 7 �4UJ/✓®ro Awe. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �� y6— 3 (Y�( l e �.� 0 (A' In/ss�ttaller's Name,Address,and Tel.No. L3 0-r'' �'7�-�d'x Design 's Name,Address,and Tel.No.s a - 3��- s/✓-y/ /—rF.a/ /forrt�i� Gvs� G•6 c! Sc:r/�C S't vv�Gcj• �3Q, �lGe H ST. yfl.h vg.avf'4/mod r"sZ �57! 21K si, Gd ea�ro��f ote/H G'co.co, s�r�edo' Type of Building: Dwelling No.of Bedrooms Lot Sizes sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons. Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 9 d gpd Design flow provided 1�f-c-O gpd Plan Date y�Z 3 Ay Number of sheets /' Revision Date Title /e J— 7 4-c Size of Septic Tank / od Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable)„Z�arf�ll Rj/_to of c5—,�>o C�z C alas-c,Cev� v`i�4 s ou y 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. Signer=2t5Zgjkh Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued71 Y ,,,,,f ''�+.� r, ,` � < � � -o of'.y..yS*�1..�'"`5.2:,an°�""'.r.. -.Cn;.��''. .,�.,..,k� '1.. w-•� � �s,.�.; 1 :L � } r Y NR Fee I� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION.-,TOWN OF BARNSTABLE, MASSACHUSETTS 121-plication for MisobsaY Epstein Construction.verinit Application for a Permit to Construct(, Repa" r#( ) Upgrade( ). Abandon( ) Complete System ❑Individual Components Location Address or Lot No.�� r �7qu r.GQ�i96 e. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 7 7<3' 6'- 3 �y�(+ 9 , Al' X-t '"Tr V t,A a/pe, Installer's Name,Address,anod Tel No. ly a-'- �''�"-�d Designe'r's Name,Address,and Tel.No.,`s a 7e p- �/r�✓/ t. 35"Yi astir /!i •Yv.vw+sr�� dte�ov G>'«"�°G �°'"n i..-...� ;ur �. Type of Building: Dwelling No.of Bedroom 5 Lot Size1 /673 sq.ft. Garbage Grinder( ) Other" Type of Building No..of Persons Showers,( ) Cafeteria( ) Other Fixtures Design Flowi(min�eq red) ; �S iy d r`� gpd Design flow provided 5 6"G gpd Plan Date 9 IZ 3 Ap Number of sheets / Revision Date r' t ; .*, Title Size of Septic Tank �.s vd Type of S.A.S�; - v� , ,.t`'-o , f a Description of Soil `s f tP Nature of Repairs or Alterations(Answer when applicable)„7-� ¢o// ��,� i�Q, r./ .•':�',� � ) 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 App lication Approved by ".•r<•.- Date Application Disapproved by Date for the following reasons Permit No. �j � _ Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( � Repaired( ) Upgraded( ) > Abandoned( )by /` .�/ } ��.<, l"®.sC, /r s^.►, >�c �'...A�'r,.. s at /.?T �r��r«1aG.�.•� y��� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No - atedA Installer '�-`'� ,,/ - Designer #bedrooms ,$�� Approved design flow -3 .S;c:;i gpd The issuance of this e t shall not be construed as a guarantee that the system'will c bn designed. Date � � �j/ Inspecto 1 _ Fee [ •...,. THE COMMONWEALTH OF MASSACHUSETTS IN'�,3,,AVtPUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at 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 com leted within three years of the date of this permi' t. 7M Date J Approved by e MILLER WIDENCE 127 MAUSHOP AY[ BARNSTABLE.MA. TMS DESIGN --- �-T° MDEFAF1F,l0 UYE �, "'II L1STI,W,UAP61_ I — ` o n � ,-, (D ry 10 IOI Q I ,wks®'Jimwkol.xm i BAH Y J 1 �� II II II ` II II \ I I �oa{d GREAT I I I ------------ �y II II j{ l I I I ______________________ IY II II II YI I MA TER �D OONI IIJAIE RE.JSIONS �S� V mar � I.n I m�v,.e qq I Qj 9ilb^0 © BED"R OM 1 I I GARAW I DINING ROOM B TH nov 1 I 11 a$® MUD LAUNDRY (] I u I p2 I � IIB I J II �a # I Icy P.R. 1 rus,Ex I � wxs,ne ncex ox ' 1 I 11 n II n II II KITCHEN I »• xw (D x:r aro.x�gr.x. II I11lY1FG II° I L ---IT------IT 1 T' I -EGxo PT) r _ ____________ ______777__J B. BEDft OM N2 - -�<.xr 11 ROOM II I II II II 1 I i I r _ 1 Ik�scuc I u u u u i xtx �i L •ky II e.v x.rr ae.:xr.. L =<.,a,oaxovw ruxrEo -- I°n �o I r I -WTRY-"E�R ___BRE.4KfA5'FNOOIF—— I -° I - I I © 1 maxx:xoww I I 1 xxrox I I I xaxer I I x 1 1 , I I II 11 r.} I Sono w.xixw. I I I p6 I II FRONT CO�JERED PORCH 11 Q I, 11 �I Ir'AIL SQIEDVLE I 11 xLL � IL______v__ {� II �W�:�•�Sl£�weiE@ro o.G I FSIEIWRPFAGElEfi 1.65ilgwlll I I I I I I 1 — � N FIRST FLOOR PLAN suGEa,v SHAEETNO. CONSTRUCTION DOCUMENTS 7/24/2020 ` 2 Town of Barnstable THE t Inspectional Services E M BM t Public Health Division BAM Thomas McKean, Director 039. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Fortin Date: (!> Sewage Pcrmit#ZoZD- a z,s— Assesso 's Map\Parcel Z 7�> �-. ��/ ,ptci•'Y'��rQ Designer: 1)0Wr1 ULp _&)q Ree.VjyRL Installer: Address: q3� po u+c (oo Address: V.ia_e!�rcr1e 47- y a Ir m M-eil Fo ri 1. M A" /ati�v� cr�6y' On -���/�p was issued a permit to install a (date) (installer) septic system at 1?�7 M ctuS h c)p . V P4 rat S f b(-e—based:on a design drawn by (address) dated (designer) FEE V4 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. )Strip out.(if required) was inspected and the :soils t. were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10.' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructe 'ance with thete rms of the RA approval letters(if applicable) OF A% DANIEL cyG E. GON&ALVES N CIVIL (Installer's Signature). No.54502 �U�c fit''/S T GR�G��(L 'l , SS/ONAL EN (Designer's Signature) 'Dari,e( CujSalu6 DtE}T/x,(Affix Designer's Stamp Here).. PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION., CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. - _,, -\\toa\depts\HEALTMSEWER_connect\SEPTIaDesigner Certirication Form Rev g.14 13•DOC SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE � TOP FOUND. EL. 126.0 MARKED WITH MAGNETIC TAPE OR NOTES LEGEND PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. GARBAGE DISPOSER IS NOT ALLOWED 99- EXISTING CONTOUR ACCESS COVERS TO WITHIN s" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS NAVD 88 �a EXISTING 5 BEDROOM DWELLING FILTER FABRIC OVER STONE Ufa 2. MUNICIPAL WATER IS AVAILABLE 64 X 99.1 EXIST. SPOT ELEV. DESIGN FLOW: 5 BEDROOMS 110 GPD = 550 GPD =A 117' 116' MINIMUM .75' OF COVER OVER PRECAST 29e SLOPE REQUIRED OVER SYSTEM 109"-108' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. o -[99]- PROPOSED CONTOUR USE A 550 GPD DESIGN FLOW .�°• . PRECAST H-10 NOTE: 2" MIN. WALL ;'; s .. THICKNESS REQUIRED BLOCKS OR �98 4 RISERS (TYP.) PRECAST RISERS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS LOCUS PROPOSED SPOT EL. 2'0 TH1 4"t�SChi40 PVC MORTAR ALL TO BE AASHO H-)Q SEPTIC TANK: 550 GPD (2) = 1100 ,., s" MIN. SUMP =EL 1ST 2' 4 COMPONENTS H-1012" MIN. INT. DIM. ENDS (TYP.) INV L. 105 4 5. PIPE JOINTS TO BE MADE WATERTIGHT.TEST HOLE USE A 1500 GAL. SEPTIC TANK * 14.0' 10" 14" EE - ➢o�o�oa�e. sloEs 1os.o3 a�sho 113.45 TEE 1500 GAL H-10 TEE o 0 0 0 00000 0 0 BE IN ACCORDANCE WITH AVE Q SLOPE OF GROUND 113.20 0•0 0 0'0 0 ° ° 0 ®®® ®®®® ®®®® -®® Im o°a°o°o6 CONSTRUCTION DETAILS T ANC SEPTIC TANK o 0 0 0 0 0 0 0 0 0 000 LEACHING: 4' UQ. LEVEL o 0 0 0 0 o WATERI'EST D BOX o °0000000 � ,° °°o°° 310 CMR 15.000 (TITLE 5.) GAS BAFFLE +°o°o°o°o°o°� °°°°°°°° ®® ®®�® ®®® ®®® ®®®® +° °O° °° 01ACME OR EQUAL o..o• FOR LEVELNESS N ° o ° ° --11 °UTILITY POLE , , ;.0000000 ®® ®®u® ®®® ®®® ®®®® ;00000000 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO �o� Qr e�o99s SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD 106.53 106.36 °°°°°°°o 00000000 103.2 BE USED FOR LOT LINE STAKING OR ANY OTHER FIRE HYDRANT BOTTOM 42 x 12.83 (.74) = 398 GPG ` �. .:... ? PURPOSE. l ore Vo0000000000000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000.o H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING ^0000000�0�0^0^0,0 0 0 0 0 0 0 0 0�o ., „ . _ _ o 0 0 0 0 0.�.�_ _^. . 03/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. " TOTAL: 756 S.F. 560 GPD I� ALL AROUND PRECAST STRUCTURES (4) UNITS REQUIRED " �'ovte 6 CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 42.00' X 12.83' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 6 USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) COMPACTION. (15.221 [2]) 1n WITHOUT INSPECTION BY BOARD OF HEALTH AND _ co PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE WITH 4' STONE ALL AROUND LOCATIONS OF ALL UTILITIES AND ALL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING BUILDING SEWER OUTLETS AND ' DIGSAFE (1-888-344-7233) AND VERIFYING THE 3.2 % SLOPE) ( 20 7. SLOPE 96.7' BOTTOM TH-1 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP ELEVATIONS PRIOR TO INSTALLING ANY ( ) ( 1 7. SLOPE) NO GROUNDWATER FOUND PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM NOT TO SCALE MA FOUNDATION 17 SEPTIC TANK 32 D' BOX 1 g' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE APPROVED DATE BOARD OF HEALTH ' FACILITY REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 278 PARCEL 46-3 EACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X 1. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO (AREA OF MINIMAL FLOOD HAZARD) AS DRYWELLS SIZED WITH LEACHING SURFACE AREA 7% OF SHOWN ON COMMUNITY PANEL #25001 CO558J ROOF-AREA-COLLECTED. SET IN CLEAN SAND ONLY. DATED 7/16/2014 0 \ � ZONING SUMMARY WATER K ZONING DISTRICT: RG RESIDENTIAL DISTRICT ENCH ARK: TEST HOLE LOGS MIN. LOT SIZE 65,000 S.F. N k `v .�� ��s =1 G.1 AIL NAVD88 MIN. LOT WIDTH 200' D d S 0 �� DANIEL E. GONSALVES, SE 13587 ENGINEER: #. MIN. LOT FRONTAGE 20' �. WITNESS: DONNA MORANDI, RS MIN. FRONT SETBACK 30' F A R MIN. SIDE SETBACK 15' �' N 00� F / 18 DATE: 1/2/2014 MIN. REAR SETBACK 15' 3a - F PERC. RATE < 5 MIN INCH - MAX. BUILDING HEIGHT 30' ;n 70.45' � o ;� �2 3 h� I S o�A CLASS I SOILS P# 14260 SITE IS IN OLD KINGS HIGHWAY HISTORIC DISTRICT 1,Cq o� ° I N79•20•45„ �^ vj L=16.3 ��o. 00 3 W a �� R=11 SITE IS WITHIN THE WP ZONE �Z [134 2 67 L-��6'�5 'O'f'iv9 ELEV. ELEV. ELEV. ELEV. 4 so R- p\ �,/ ,} J 0„ 109' p" 112' 0" 116' off4 114' 130 ° ,28 �� G _ A A A A 8" 10YR L3 3 108.3' 6„ 10YR L3/3 111.5' 6" 1 OYR L3/3 1 15.5' 3" 10YR L3/3 1 13.7' [126] G E + GG G j20 B B B B I G �� / a SL SL SL SL �-- �- 23 10YR 5/6 107.1 24 10YR 5/6 110 30 10YR 5/6 1 13.5 28 10YR 5/6 1 1.7 � 'E �22 s 92' WIDE PAVED DRNE R - - 8" MIN. T-BASE 14' WIDE I GAR GE / CAPE co W SIDE I SL •- w ,� ROADWAY a M O 25. ^ PERC I V ya c9 W u/N MAP 277 PCL 14 PERC I u/r► ry,� 1 j2 } 101 D D LE NK ' EE ROAD P OP SE ` k BRAIN REE,'MA 02171 I LI } �v 132 TO F = 26. 0 C C C C 13p 11 } FS FS FS FS 2.5Y 7/6 2.5Y 7/6 2.5Y 7/6 2.5Y 7/6 p , ' 12 AC MAP 278 PCL 48 148" 96.7' 132" 101' 120" 106, 120" 104' I � 0 ' � BARNSTABLE FIRE DISTRIC I �� 1� 1841 PHINNEYS LAN I �••► '� NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED I �� D BA TABLE, M 0 ^ 1oz I .0 N tio 124 -� U-) U °a �� AP 277 PCL 15 N of I j2° JAME M & JUDITH A ROGERS M ,0 116l ♦' '� PO BOX 843 Z I 122 �'� BARNSTABLE, MA 02630 ,2a I �N 2 jp6TITLE 5 %E3 ITE PLAN } I \ BE CHMARK: 0 OF N TO BE I TREE Aj' X l X X C } #127 MAUSHOP AVENUE I X SILT F NCE X WITH H IAY R BOGS BARNSTABLE, MA PREPARED FOR ANDREW MILLER I 92, 1a 5 F. °s o ,I,�P�c"�FMAs9c ��P�"OFMtis� . 12 � DATE: SEPTEMBER 23, 2019 AC o` DANIELA. ti� o� DANIFI_ tiG E: . 9 N OJALA Scale: 1 = 30 ' v,o MAP 277 PCL 1 6 4o w >12 7 M A P A No. 46 020 No. ,`f ,0 , CLIFF D S & DOR ACDERMID e 37 DORC D IVE o F ° 0 108 ER �a ! I=` 0 15 30 45 60 75 FEET • _ 61.1 BARNST MA 02630 ,�, \ �,lo ,��`�,• '�`: nary .. sq ti j04 13ANIEL c MAP 277 P �. ;'. I A. a too 'os 6• rv` DANIELA. GJ R IRE DISTRICT 123 � CIIVILLA °' �� OJALA NI;; off 508-362-4541 No.40980� I fax 508-362-9880 PO BOX 5 24' �A No.46502jol Q- downc°pe.com BAR MA 02630 P 277 39 ��c1 c`� °FFss�°`� MA Y S DUGAS Cs81 ONAL AL "�ytio " 1OWII cape en ineerin SAC. E a �y��SUR\ 45 D CAS DRIVE � � � �` "' , BA STAB MA 02630 civil engineers land surveyors I939 Main Street ( Rte 6A) DCE # 18-447 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575 18-447