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HomeMy WebLinkAbout0105 EEL RIVER ROAD - Health (2) t L �? ------------ r I 'I 1 �I I I i I I i i --------------- I N SMEA KEEPING YOU ORGANIZED No. 90334 2453L MADE IN USA GET ORGANIZED AT SMEAD.COM TOWN OF BARNSTABLE. LOCATION jDS C 12t vr/ 1�U SEWAGE# VILLAGE Osi-ertr\ I ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. lb/ Co_brc4 SEPTIC TANK CAPACITY ���� -10 LEACHING FACILITY:(type) SM"J nCJ , t(c 1,110 (size) J2.,c0,3 X ,-/`L NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: /Vfl Ai C 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 �• �IJ/OLd l�7triFi 33 6 3v q0 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS NpliLation for Disposal 6pstem Construction 3permIt Application for a Permit to Construct VRepair( ) Upgrade( ) Abandon(�< [9 Complete System ❑Individual Components Location Address or Lot No. t05- Ri(j'tr- Road Owner's Name,Address ano Tel.No. Assessor's Map/Parcel Ol 076 N' 1 Installer's Name,Address,and Tel.No. Designer's Narpe,Address,and Tel.No. sad- y20_33g Type of Building: Dwelling No.of Bedrooms GG Lot Size 3 so® sq.ft. Garbage Grinder( ) Other Type of Building h "?Q F� 1 a C'rV4 SNo.of Persons Showers( ) Cafeteria( ) Other Fixtures 6�� Design Flow(min.required) S TO gpd Design flow provided S{o •1 gpd Plan Date 3�/Q/2�2© /� Number of sheets l Revision Date 7'/� 2m2C5 Title ��' (!46t Pro 0 1 toveh e,,� ' s of Septic Tank Etc ' )a 6 ti 9 A,41 A Type of S.A.S. S-00 6:&, C A /_ ?n ,S4 1� escription of Soil H_1 Q Ca ` 41a u V­e_f/ par •ro "5 4 o w-At GaG.t, l4f/,--r �2&to-,S 4 Q(tOwdj Cues,. 3S l32'` C lca e/ ® �;1,.� }tee�fv y✓ ���VYri ,�c►y Nature of Repairs or Alterations(Answer when applicable) w '>` K- -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 Bo ealth. Si Date ,,qq Application Approved by Date 0 r.,; Application Disapproved by Date for the following reasons Permit No. 0 L/ � Date Issued _/7 -A No. �r ` Fee THE COMMONWEALTH,OF MASSACHUSETTS Entered in computer: r PUBLIC HEALTH DIVISION - TOWN.OF BARNSTABLE, MASSACHUSETTS Yes ZIpflfltation for Dieppsal bpBte tt Construction Permit Application for a Permit to Construct ice`Repair Upgrade Abandon '� .0 a pp ( ) p ( ) pgr ( ): (� ®•Complete System El Individual Components r Location Address or Lot No. (0 rj- ('__-It &t t e r Ac d Owner's Name,Address and Tel.No. Assessor's Map/Parcel i'f Vag Installer's Name,Address,and Tel.No. �, Designer's Name,Address,and Tel.No. �.. � ')A _ r 1 '` S�lfr`a�y h,aC S"o - Yz 6" 33 qq Type of Building:� �# Dwelling No.of Bedrooms F Lot Size so o sq.ft. Garbage Grinder( ). Other Type of Building j ✓>q le FQr, 4 c;f,c P r No.of Persons Showers( ) Cafeteria( ) Other Fixtures ° r Design Flow(min.required) `a O gpd Design flow provided S gpd Plan Date 3!/912 C,2 4 Number of sheets I Revision Date 5_ 1 z?,'/w2 0 i L_ Title—'5,4c /�P�oh_ !-ro. os . / -tht,Pfo(r,-i+ t'-,4-S Y t ,ter Size of Septic Tank E6 Ica& C ��f' 1f A Type of S.A.S. 41- Tot) 6"4,. Description of Soil T F// C IG �i/! r cs + i i ,s ��ov..s� G`�, �,► -2 Nature of Repairs orAlteratio jns(Answer when applicable) p / -' IDA Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in i accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of t i Compliance has been issued by this BqpKdaof_Health. , ' Signed�~"'�"Q,.�� A �, ., _ Date 't Application Approved by C...� ( 1.%('g Date Application Disapproved by f p Date r for the following reasons Permit No. U 2 L/L' Date Issued THE COMMONWEALTH OF MASSACHUSETTS -7/i1 J BARNSTABLE,MASSACHUSETTS ^�( Certificate of CDTtiplia Cte Wi5111 THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of T..i-t-l-e�5 and the for Disposal System Construction Permit No. r/L/Y dated "1 ' ? Installer j-3 A 17(„(;l.c�!\. �n at^ Designer J141,w? fr n ti7� r�f;nt J;wh fyr fir,(. #bedrooms 5 Of 9,-A , S B` P/c, Approved design flow 1 5 U gpd The issuance 1Jof this e rmit shall not be construed as a guarantee that the system will functiib 1 was designed..,/ Date l�rr Inspector s+"Z l j :- - ---------- -------------- ---------------------------------------------- No. v «- t"�L/ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pBtem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at to A I V ie t ko o d 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. e''"'�� A 1 J1(/`.fjt �,J✓ Date r Approved by 1 , r __--- .°_ -----°- - --- - ---- - - - - ---------------- Lj ... O { -- _ _ r- 1 O Catalano Architects P.C. Butcher-McLaughlin Residence BASEMENT&FIRST FLOOR PLANS 3/10/20 aL auanO PURSUE WHAT YOU LOVE. Scale:3/16'- 1'0' -17 .r r ---- --------- — -- --- BD - O Catatam Architects P.C. Butcher-McLaughlin Residence SECOND&ATTIC FLOOR PLANS ���_r 1^O 3/10/20 Scat,:0A6•- r-0• PURSUE WHAT YOU LOVE. 1 ea � ��S t IS I !..• �"x i ''� � .I i p 11 _+;; � I n .i ...% '• ."'\. ,,.�J....N I1 JI H. > First Floor 1w .III _ .� a.'I q <,'.t ME 1ri y South Elevation North Elevation t dµ Ul➢�+1R�4'i. �'fii!lryW�xii��. )y._..{u lP Second Floor e _t J 1 1 _ t I Rp 0. T. k 1 ! -A West Elevation East Elevation YUE.v,�.ice- �u�:>„a•.,.o Roof Plan O Catalano achit.",P.C. Butcher-McLaughlin Residence Guest House mtahno 3/10/20 I 1 S-te:3ne•. r-o- PURSUE WHAT YOU LOVE. i 1 i J'-O'II5.01 1 J'-O'II5.01 1 i Catalano Architects,P.C. I j 125 Pearl Street.Boston MA 02110 c61777A 76G7 alalanoarchitects. n, I I i I = I ,n rw.ruo.uaan - :. I I � vocxav�io,e.e § ggesihhe i_ a eLaughlin- � d 105 Est River Road Oslerville MA s ,p• —y�w.sin.remx uscoxxxrxm L , �r�,..�ra,ara _ __� _____________ Pool House Plans -]'4rill01 I. l-a-I16.01 Stale:l/L-= 1'-0' 1 L Data:Friday.May B.2020 Foundation Plan Basement In- ow Innt. i _l . . I r CI' 1 cyfm - - - I ._...._ _77 � - OCotalano Architects.P.C. 1•- CMi9lnd:.. - } i ------------ = -- --- --- ------------ it 1 PH.1 First Floor Plan roof J state Uv ,.0 - I catabno Town of Barnstable Regulatory Services Richard V.ScW%Interim Director NAM Public Health Division 1639.�•. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Desianer Certification Form Date: 4(2012022 Sewage Permit# 2020-144 Assessor's Map\ParceL 1161096 Er Sullivans&Consulting,Inc— Designer: Installer: Address: 711 Main Street J PO Box 659 Address: o jCrl�fS OswAlle,MA 02655 5/lsrto2o On was issued a permit to install a (date) (installer) 105 Eel River Road,Qstemlle septic system at based on a design drawn by (address) Sullivan Engineering&Consulting,Inc. dated Rev.5114=20 (designer) x I 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 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 constructed i with the terms of the AA approval letters(if applicable) f � � QZ� CNARLiF T cy� jUp r.� I1Sta r'S lgnature) •IST� fSS10NAL (D finer s Si r ) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTEL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form Rev 8-14-13.doc i i I ASSESSORS REF.: ►r' lore Map 116, Parcel 96 MPi DIRECTIONS: x. . } Exi�ting 2000 Gal. Ta / �� 7I , / 2 OVERLAY DISTRICT: Reused 2 �• � « ' K to be 1 / / Gt� e�. From (Hyannis Take Route 28 into Osterville, At the t / \ ,� {{g E1 AP - Aquifer Protection .District /� PE lights by White Hen Pantry take a left onto Osterville, West Barnstable Road and follow to the end, Take a,left 3 t rc- T- 7T ? � onto Main Street; Take a right onto Parker Road; At' FLOOD ZONE: � _ r osed o� / the stop sign take a right onto West Bay Road; Take r 0 Mi 0� a left onto Eel River Road, Pro ert is on the Zones VE Elev. 14, AE Elev. 12, , TH-2 O P 0 St / w/F 1 Wetland flagged P Y � ,� by B. Hall right �f105. X (0.29 Annual Chance) � �_ ;� .a. t r2 ed Gt� / & X (Min Flood Hazard) { 1 0 f / �� on 11�5�2019 s 4. 10.0 v 12 e f Community Panel No, b ncu� I vE pQ e #250001C0757J i P MP/Gh July 16, 2014 .x , i E o � t } ()0 w/F z _ FE nuoA r A i o�one�s 2• REFERENCES: % ,-' - ' Deed: ctf 144598 LOCATION MAP 42.0' '� / 1 -2000t l / DEMO REBUILD CALCULATIONS Plan L.C. Plan 3145T ( ) 12.8' / / w/FAIL s �� , ' // Top of State Defined Coastal Bonk Upland Lot Area 34,455sf Lot Coverage (20q Allowed) (Runs along Flood Elevation) ZONE: 1 Building; 3,182sf SAS DETAIL VIEW AL - �F 4 / / ,,-;%`�- / - , Garage 91 osf RF-1 Scale 1„ - 10' / i r !-'/ ��� Pool 694sf (min.) ( ) / .�"� Area min. 87,120 SF RPOD L� Frontage (min) 20' / ' > Covered Walk 371 sf {h / 1 {e� Cabana 341sf / �. Pa Y 8vf o� e1 Width (min) 125' / , / / 0 ,.� o �c Total 5,498sf,(16.0%) Setbacks: G� Floor Area Ratio (3090 Allowed) Front 30' - �oth`� 3 Boa p0 Dti� 10,336sf Nlax. Side 15' j l /w/F 5� :�' �\ , �\ o �o P� See Architectural Plans -'''� 100� • `, o 0 2 E� Fla / r ''''>> �� �' - r 5$.3 ✓F �P a HEALTH DEPT. VARIANCES Rear 15' ' AL ----- Path j / //'£5 ,i / /: `\ `� o l� w/-a Q o/ / - /�.•� /� \� \ COUNTER VARIANCE #2 r -- � yJ r,. �f _ �\ �\ For all Systems what have no Increase in flow Vent _ �.... ''� ------- _..• -"- Lin _ don /, r f j / System components installed >3' below grade with Venting & ,- i Ran i" / '`� 2,; �' ' Wooded Area- �' - _ -14- -\ �� H-20 Rating. a / / / \---, 1 Proposed SAS 3.5' below grade with H-20 rating and d OPOSED r \ Vent Shed 1 �� / 0' / - %�4 RRIA JPc�r� ; �'< DESIGNDATA' _ (u{`Y - J / r C HOUSE r i \� `��'' / /;� T. r� 1 a K ...... .......e / t a ds) -L� ()-' $�- - -- {{ N \ / / Single Family I 10 GPD Bench Mark Top of 1 $ Z/ :8�9 5f� Q` c E{ �., _ - E 1 a / / -soG Bedroom bage index �L'�B �100 t r, r r' / No Garbage Grinder (^iOnC. Bound. EIeV , i �Gy / N3��S hd rr - o Total Daily Flow=550GPD = 6.04 (NAVD88) �o '`` as�Zot� / �i E 1�'�"% r ' // ppOSE� �` rJ ./ \ o- / / r r - g Septic Q r Use Existing 2000 Gal S tic Tank N s PR r 8 / a r OL / '' `' '� BRED t , Q �2 t0 MLW ' ors v / .\ f WAY-As shown on / / C st / / L.C.Plan 3145T WALK 369500t 455*9 ; G _ \ �r / r LEACHING AREA , If / L �� �$c E\ / / ,� 550 GPD/0.74(LTAR)=743 SF Required Poi 1 Sidewall=2(12.83 +4292 =219.3 SF CB H ....• Z /B ����o / / "'//!�� /�� t /' �/ �••�• \ � rf"`` �t /��' 00 Fnd Bottom Area=(12.83'x42)=538.9SF jp /W Total Provided=758.2 SF(561.1 GPD) } �02 / �- ,r,r r awn G��i _ Pd rr r LEACHING CHAMBER DESIGN emu_ ' �` ��o / 9& Bench Mark /,+ ! Mag Nail in Pavement 4 i �.' , All Pipes to be Schedule 0. Use I � 13� `,�' Elev. 22,04' I� ,til '` t� Paved Drive e 5 4-SOO Gal.Leaching Chambers ina 3'x 2'Do shed , { t .: .•. .�•.•.•.•.�:•:•:•:•. .•. `, �Z : h �� 12 8 4 uble Washed . . . . . .. . . . . . . Lawn field as Shown.•'� � Stone F' ' i W �'; f � � .,.,.�.:.,.;,,., ,.•.,:,:{:;' �. ���t�• ��; ;.• � .septic. r. 1 O ! in9 �• P �� • n ` ' :!.•.•. :•:•: •.•.•:•.t.. r'e � , 1 fist 0 0' �� , � .•.•., . . ..• . .. . . .. . � � �t t .. .. �" REM '7-art / r ^•� ^•� �, I �. . . . . .. . .. .� '' ' xQ ES 000 r - o t j 9 R N -, . . . . . . . . .. . . 'Deck tt C '� • 1 10 M \ r Finish Grade N i WVAY-As shown on / r L.C.Plan 3145T - = ' Wood . .•.•.•.• .•.•.•.•. •.•.• •. _-.� SE v► - •o t 5 a 0 �� ' - } L d g 3 Max. 1 t Q » gill �. .. .. , 2< S �v f 1 9 Min • .. . . . . . ... .. . . ... \ � ;. ,� . / g J O 6 Compacted Fill Filter • Owe 1 h � r . . . . . ... . t. .. t And Or t� awnl 1 i 8 1 2 � 2 1 1. . .... � , l Extent of Conservation ,, Pea Stone 1 c Law , , fi e I � Jurisdiction d �..... . . .. .. . . .. . . 1 / H 0 VJ � . . . . .. ... . . .. . . . ... . t t ,� LEACHING Double Washed 1y 1 d`Fence or approved . . . . .. . . . . . 0 � ' Proposed SA Propose PP �. .. . . .. 1 / P S Stone :Alternative to demarcate :� . . . . . . . . . �` / J \-4-500 1 CHAMBER� . . . . . . . . . . . � 'O o � / Chambers i 50.. tw IField SO Buffer in Consultation S Gallon C 1 ' O � - j in Crushed Stone with Conservation Staff .. . ..•.•.•.•. . ....•.,,•.,.,., . . \• .o�` t - !;r aQ Detail View • \o r R g r _ _ See D I 12' - 10" rn ^ W �.. - r Clean ut Extent of Conservation 1" -�'a ' F. / Jurisdiction 1 Lgwn g Tjp 1 o ' o �'- c 'O o o .. ..... . . a .... A' . . . .. .COD mot\ o'� {d6 0 ov°J CROSS SECTION OF CHAMBER f �' � . . . ..�. . .. , ��,� • NOT TO SCALE .• \i 1 �1Z4 •• 1t` t t \ �X . k $� O MITIGATION CALCULATIONS: 10. Bede" OVERALL PLAN VIEW Q' �;� � � stbn ! � � SEPTIC NOTES 0-50' Buffer :• Scale 1" = 20' 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 0-50' Buffer 1 ! Oven (r�( A Existing Proposed h , L`- �. Prior to Any Excavation For This Project the Contactor Shall Make i Pier Pier to Remain : n j !/� / y ot�o the Required Notification to Dig Safe(1-888-344-7233)and contact 1 A/ t p u, ��• t' }/ } r o Sullivan Engineering&Consulting Inc.(508-428-3344). V V e S ` U a y j I cro• 2.The Contractor is Required to Secure Appropriate Permits From Town •�. Top of State Defined � � ' r 50-100' Buffer 50-100 Buffer � �\ �\• Coastal Bank i I Agencies For Construction Defined by This Plan. Proposed 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Existing P X _ '. `, � \ ..•- ````.� co\ (Runs along Flood:Elevation). Side Patio 118sf Cabana 128sf Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to l' Assure Watertightness. In General,Water Lines Shall be Constructed in Front Entrance 200sf Covered Walk 198sf / I Back Patio & Walls 865sf Garage 908sf LC.Bnd�; ,� Vent -'Charcoal Coordination With COMM Water,and Shall be in Accordance 1 328sf Driveway & Patio 1,586sf �\ Fnd Building � ' , �' �` � o Filtered Vent Pipe With 248 CMIt 1.00-7.00&310 C1VII215.00. ' Drivewav 2.074sf Patio, Stairs, Pool 2,515sf t N � 2 House Elev. 18.0 • t t ^� Cabana Elev. 15.5 Final location to 4.A Minimum of9"ofCover is Required for All Components. Total 4,584sf Buildina 3,092sf o a - r \ be finalized in the 8 427sf i N o° Garage Elev. 170 field 5.All Structures Buried Three Feet or More or Subject Total " See Note 6 (typ.a to Vehicular Traffic to be H-20 Loading.It is the Engineer's _ W Q F.G. EL. 17.7-18.3 4 I N F.G. EL 17.50 Recommendation Oat H-20 Always be Used , . n Q hd c House EL. 15.5 6.Install WatertightRisers and Covers to Within 6"of Finished Grade Required Mitigation NI LL Garage 16.0 0 50 Buffer a� Installer Torl Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber. Flow Equalizers All covers are to be maximum 18"for concrete or 24"Cast Iron. No Change !r W Q W k Confirm Prior As All 50-100' Buffer to To Any Work 7.Septic System to be Installed m Accordance With 310 CMI215.00& 8427-4584=3843 sf increase Hordscope `i EL. 4. N�� l� I j 248 C11Bt 1.00-7.00 Latest Revision and the Town ofBatnstable 3843 sf x 3=11,529 sf of Mitigation Required Cabana Elev. 14.5 ( Xis �lwlu EL. 14.25 T EL 14.75 Board of Health Regulations. 1 2000 Ion Tank H-20 (Ejector Pump) to be d D-Box EL. 14.00 8.All Piping to be Sch.40 PVC. 3,065 sf of Mitigation offered to Restore ent ire.50' Top of Town Defined Coastal H-20 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum buffer to Native conditions. Bank runs along Top of 13.75 Leaching Sump of6". Timber Bulkhead To Be Installed On Chamber 10.The Separation Distance Between the Septic Tank Inlets and tab e�Compacted Base Bo,'. EL. 11.75 �p S 2" Ejector Line Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Ex rid » .. .:::..:.... ...... 29 Pitch Min. Beddin T s, :::. „ C y 1 f Existing Tank 9 ::: ::: :::.: : :y•:;. a Minimum of 10 Below the Flow Line.Outlet Tees Shall Extend 4 • - g Inspection Port lf.: ncovnaered;Bert?rat .8t•Replace::: G PERC TEST. 20 87 4 Gravity Line a reused, 1. �I P Below the Flow Line,and Shall be Equipped With a Gas Baffle. �, Y & Baffels AI! UtlsUitob.. .So... .. ....?in 5.::of..... co a -. INEERING 1,500 Gallon H-20 �f CIV PERFORMED BY.JOFINO'DEA,PE- SULLTirANENG 29 Pitch Min. as Per Title 5 Tha:::�wter Perimster.of:Ths System: c' .&CONSULTING INC. Tank to be used. ;.. ;. o. .. .. SOIL EVALUATOR NO.2911 WITNESSED BY.DAVID ST ANTON,R.S. TOWN OFBARNSTABLE Et_. ro ofFS GISTER���44 MAY 12,2020 N� Groundwater Per Test Hole 2 S/ONAI�� LEGEND: SITE PASSED DEVELOPED PROFILE OF SYSTEM CDT Cedar Tree _ NOT TO SCALE TEST HOLE- 1 EL.20.2 TEST HOLE 2 EL.17.2 Revision: Add Perc Test Information 5/14/2020 HT Holly Tree A.LAYER IQYR 312........... A.hAYER IAYR 3l2,:.. .: y .. ............ :VERi`.DARKGRAYiSHBROWN -. VERYDARKGRAI'iSHBRDWN Revision: Add 50 Demarcation a DT Deciduous Tree ... ... .... .. . 5/4/2020 Io" LOAM;...:......... 19.4 g ...,..... 16.5 NOTES. PREPARED FOR. PREPARED BY. TITLE. SIte YER.IOYR.5/6.....,... . .,.......B.LAYER.IOYR 5/6.......... Plan AW Tree CT Coniferous . B LA YELLOWISHBROWIV.......... .....YELLZIWISHBROT3rN . :. .3 YLQAM 34' SAND.YLOAM............ 14.4 �T 35 .............. AND 17.3 EngineeringVCTTele hone Pedestie PERC TEST CLAYER25Y6/6 1) The structures shown were located on the ground Proposed Improunments ❑ P (� Butcher 25 GALLONS GONE IN 6.43 OLIVE YELLOW by conventional survey methods on 1111512019. Ben �Q•) Utility Pole PERC RATE>2MINAN(LIAR=0.74) 132' MEDMM SAND 6.2 ivaii consuitin-g, Inc. at- _ " NO GROUNDWATER ENCOUNTERED 2) The property line information shown hereon was O E Electric 42 CLAYER2.5Y616 16.9 compiled from available record information. -G- Gas OLIVE YELLOW (508)428-3344•P.O. Box 659 .711 Main Street, Osterville, MA 02655 � T� • nd Fla 132' NDWATE SAND 92 3 The datum used is NAVD 1988 based on RTK GPs secs sullivanen in.com•www.suilivanen in.com 105 Eel River Road � Wetla g ) NO GROUNDWATER ENCOUNTERED g www.suilivanengin.com Light Post Bench Mark supplied by Sullivan Engineering & Consulting, Inc. for upland topography only. i` 1 o-Detoil Plan o 5 10 20 4o Draft: CTR ASL Field:: WHK JOD CTR Bamstable osterville Muss. w o cB DH / / OHW- Overhead Wires - 20-Overall Plan 0 10 20 40 80 W 6-1 WME Review: JOD/CTR Camp:: CTR/ASL DATE: SCALE: 25 Elevation Contour 77771 March` 18 2020 As Noted Project: Butcher Project#: 390018 � - I IT