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HomeMy WebLinkAbout0344 YARMOUTH ROAD - Healthr, .. No.n� ^ Feed✓� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for �Biopozo.Y *pg Co trUrtton VCrmtt Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon X( ) Complete System ❑Individual Components Location Address or Lot No. 3LJq Y '1"T j� PO- N er' e Address, d I.No. &Lj �y�JB'—yam Assessor's Map/Parcel /� 1 � 7J �"'� / 1�- 5V 8—q3 0— LA `�' Installer's Nam ddress,and Tel.No. Designer's Name,Address and Tel.No. I Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alter tions(Answe when applicable) q 6as 'in Date last insp ted: 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 ' le 5 of the Environmental C an o place the system in operation unt'1 a Certificate of Compliance has been issued by is oard of Heal Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons 5 'r Permit No. — Date Issued per{/ .�,+�c;'+*i.....t"'�.�i.., ...^.^^-t 4;.-'6. ...�:�r.."�..-.o',-�•,............�w,:�-..��..+"^..ti�a;;l.i.:+..-..-a-�' "' '�.a�d;:`4�"� "rw..za.:w�:%'+,..,:«c.,.+'w:. ;�i.•._i,.�r ' „ � ... .ir � . No. �.—/✓r� Fee ? THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS application for aigoal 6p5le- 'Co gtruction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( AbandonX) Complete System ❑Individual Components Location Address or Lot No. 34q wi i 1"T# 120 ner' a ,Address,and el.No S! Assessor's Map/Parcel M lW 3(4Y LO 1 Installer's Nam ,foldress,and Tel.No. Designer's Name,Address and-Tel.No. FIN f- ' Type of Building: Dwelling No;of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Y Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) - gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answe when applicable) d • Pq ��U,,,, QXi �,n b.C r h`I r r l o Date last insp cted: Agreement: j The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions o tle 5 of the Environmental o e an to place the system in operation until a Certificate of Compliance has been issued by his oard of Hea h �g / \ Signed � Date AO Applicatiion r Approved by / V Date V Application Disapproved by: Date ( , r for the following reasons a Permit No C10`1 J/) Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TOI CERTIFY,that the On-site Sewage Dispose stem Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned K)by ✓` at3gLk 'AAC t�c10 � Z }-� 1(�{1 ` has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.���I/ dated Installer Designer #bedrooms., Approved design flow gpd The issuance of this permit shall mot Re construed as a guarantee that the system will functi� o�a designe6d'jj Date 1. - #-3/ Inspector ——_—————————————————————————=—————————— ——— V, Fee s:;?, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=igpoga1 *p5tem Construction Permit Permission is hereby granted to Construct ( c-)� Repair ( ) Upgrade ( ) Abandon 't � ) System located at 3 u Ll „4 t Mn cry and as described in the above Application for Disposal System Construction Permit.The applicant recognizes 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 t i pe 1 Date Approved by _ 1 r � v CATION FOR SITE PLAN REVIEW SPA - ��,,/� y Date: LOCATION Business Name: OLD BARN Rl✓ALTY TRUST Subdivision Plan Assessor's Map# 344 Parcel# 17 &55 (±18 ,20 exist.) ANR Plan Property Address: #344 Yarmouth Rd. &#88 Old Yarmouth Rd. Site Plan 03-�8- 7 by down cape engine' ring, inc. Yarmouth yEn s,MA 02601 °a OWNER OF PROPERTY APPLICANT Name: OLD BARN REALTY TRUST Name: OLD BARN R Address: 259 Queen Anne Road Address: 259 Queen Anne Road Hari ch,MA Harwich,MA Telephone: 508-771-5007 Telephone: 508-771-5007 .. Fax 509-771-7070 Fax: 508-771--7070 ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY ow Name: Daniel A.Oj ala PE,PLS Name: ' � Address: Down Cape Engineering,Inc. Address: 1 iJ 939 Rt.6a Yarmouthport,MA 02675 — i-{�,p-- 2- Telephone: 1-508-362-4541 Telephone: Fax: 1-508-362-9880 Fax: STORAGE TANKS(HAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION Existing unk. Proposed 0 District B Overlay(s) WP Number Number Lot Area 9,645/6,650 Sq.Ft. - 0.22/0.15 Ac. lot I Mot 55 Size Size Fire District Hyannis Above Ground Above Ground Underground Underground Setbacks ft. Contents Contents Front: 20 Side: 0 Rear: 0 Number of Buildines UTILITIES Existing 1/0 Proposed 0/1 lot 171lot 55 Demolition 2,344sf/0 lot 17/lot 55 Sewer ❑ Public Private Size 49 gal Water ® Public Private TOTAL FLOOR AREA BY USE Electric ❑ Aerial ❑ Underground Existing Proposed Gas Natural ❑ Propane (sq.ft. (sq.ft.) Grease Trap ❑Size gal Basement 0 0 Sewage Daily Flow, * 49 gpd Residential 0 0 *GP or WP areas restrict wastewater discharge to 330 gallons per Restaurant 0 0 acre per day into on-site system. * See plan Retail 2,344 sf/0 0/384 sf Office 0 0 PARKING SPACES CURB CUTS Medical Office 0 0 Required 3 Existing. see plan Commercial(specify) 0 0/384 storage Provided 3 Proposed Wholesale(specify) 0 0 On-Site 3 To Close Institutional(specify) 0 Off-Site 3 Totals . Industrial(specify) 0 0 Handicapped 0 All Other Uses On Site Estimated Project Cost: Fee: Gross Floor Area 2,344 sf/0 $ 540.000 $ �250.00 � 0/768 sf lot 17/lot 55 lot 17/lot 55 SP-FORM-PLDOC-06/18/2004 Old King's Highway Regional Historic District File# N/A Approved?. ❑Yes No Hyannis Main Street Waterfront Historic District File# N/A Approved?❑Yes ®No Listed in National and/or State Register of Historic Places? unk. ❑Yes No Previous Site Plan Review File 9, Yes for Rld #g_ 32F Approved? ®Yes No Previous Zoning Board of Appeals File# unk. Approved? ❑Yes ❑No Is the site located in a Flood Area(Section 3-5.1) ❑Yes ®No In Area of Critical Environmental Concern? ❑Yes No Is the Project within 100' of Wetland Resource Area? ❑Yes ®No Site sketch—informal presentation ❑Yes Z No Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. 0 Yes ❑No Parking and Traffic Circulation Plan Yes ❑No Landscape Plan and Lighting Plan Yes ❑No Drainage Plan with calculations and Utility Plan drainage,calcs under separate cover Yes ❑No Building Plans,(all floor plans,elevations and cross sections) (existing bldgs,schematic) Yes ❑No Note that all signage must be approved by Code Enforcement Officer at the Building Department Lot area in sq.ft. 9,645 sf/6,650 sf sq.ft Total Building(s)footprint 0/768 sf sq.ft. lot 17/lot 55 'Maximum Lot Coverage as%of Lot 18.4%/49.9%.. % GROUND WATER PROTECTION OVERLAY DISTRICT REOUIItEMENTS: OVERLAY DISTRICT(S): WP Lot Coverage (%) Required 50.0%max. Proposed 18.4%/49.9% Site Clearing (%) Required 70%max. Proposed no new clearing/no new clearing+30%vegetation restoration PRINCIPAL BUILDING ridge ACCESSORY BUILDING(S) ❑Yes ®No Number of floors 1 story Height: <24' ft. Number of floors Height: ft. FLOOR AREA: FAR: n/a FLOOR AREA: FAR: Basement 0/0 sq.ft. Basement sq.ft. First 0/768 sq.ft. First sq.ft.. Second . 0/0 sq.ft. Second sq.ft. Attic 0/0 sq.ft. Attic sq.ft Other(Specify) sq.ft. Other(Specify) sq.ft. Please provide a brief narrative description of your proposed project: Proposal is a two phase project.Phase I is to demolish a 2,344 sf retail building on Lot 17 and add landscaping,fencing,walkway, and display sheds,play sets,and other outdoor wood products as an extension of the current site use of the adjacent lot. Phase II is to construct a wood frame building on a slab foundation on Lot 55,Half of the building will be used for retail space and half for storage,a driveway with three parking spaces,a drainage system,a septic system for the building and restoration of vegetation to 30%of the lot. The adjacent lots to the South are shown asbuilt for reference please refer to that site plan approval and plan as well. Principal use of lots will be retail/outdoor storage/display for Pine Harbor Wood products their offices and related product lines. I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that,to th f my knowledge,the information submitted here is true. SO WO of*�//w Date Daniel A.Ojala PE,PLS down cape engineering agent. Printed Name of Applicant SMORM-P2.DOC-06/18/2004 o �~ � o . LODW �TPrKJr� ra� e�A.1._ m xJ!%PG A% 1 � �u DUY MBE PArm` & LOCUS MAP BDUE T•-xDOD•t r0j unuir PW.E w ~ 3R LOT 17 ASSSSNTS MAP S PARCELS 1T t BB CE O SSPOp. \w "9 IF LMS IS MAIN!N FEMA,846 ITY FLOW ZONE C w w , ACRES I, AS B/1 ON COMMUN PANEL 280001 TT UQ POST ' DATED S/1B/1BCS ' ZONING SUMMARY Ma POLE Z�S say n ZONING g5ni1CF.8 BUSINESS DWINCT i3e �El Y,gPY VV WAmI SHUT us VALW UK LCT 5RE MIN.LOT FRONTAGE 20' NIN.FRONT SETBACK 20' NYORANT J MIN.WOE SEIDACK ^� B Ow MIN.REAR SMA v TRAFPIC/S IlUrr SHN ./ WCN Q, `��!a0`• LOT 55 EIIE E LM OVETEC"THIN nRI MEILiEN pROTECnON DAtm.Ar psRDcr t s e TELEPHONE PEDESTAL �_.� ;I\, aIS AgE9 OWNERS OF RECORD r°A On MAN SHUTOFF /0.O�mb IA.AABOH M�ypY ±`x • MCGPA7RNU,dMIEB R iR Rea AOrA `� PINE HMBOR BE iF019T © CONCRETE COVER 1� ���._ ( HBARIMM,MA QUEEN F E45 —W— UNDER MOUND WATER UNE ♦ °MiNABp, �` \ LFMOA JOHN A G Mo1 - 4.' 12 BAY LN —E— UNDER GROUND ELECTFSC LINE .S9 RJR � / ♦♦♦ / CENTERWTE,MA W"2 —C— UNDER MOUND CAS LBE Y Y W1�L.� v / ♦ �'I IEMOS,JOFM A A HAMMERS.GARY —allMv— OVERHEAD CASLE TV LIE LOT 18 ♦ / 1.BAY LR K—K—% STOCKADE OR MCOC FENCE d' s`W' I C i f�rsmoaRrw� ♦♦\ �E CENTFANUE.MA=632 -R--M--N-CHAIN UNK FENCE O'W A� 80+s�� ;������J �IN \`♦ REFERENCES +/ DEED BOOK NOW 1aUS 2510 PAW 1ACE 02 ® CAS HANDICAP �' / T / HANWCM PARMNC EDP. COOS CF PAVEMENT JB JB i >/ �d��tAY FAWO NG � �✓ 0 down cope engineering, Inc. LAA ENGINEERS LAND SURVEYORS / A� "�..r\JA o 9 9 Mo/n Sfraat - YARMOUTHPORr,MASS 4\ EXISTING CONDITIONS tNNNO 20 , m w.w sc 1rJ ,p 2a288 CBJ ACA6 MTA PLAN OF LAND I / HYANNIS (BARNSTABLE), MA _ #\ PIaPIAED i"OLI OLD BARNSTABLE REALTY TRU, FCW'tF aMMFA2PE DATE: MARCH 23,2007 uAr JM PAAra 1. m m�ro m Jm' . ScdNf•�20' v io m w w w RLT PHASE 1 PHASE I O ZONING SLIY4AAARY LOT 17 ZONING SUMMARY LOT 55 D 9eAY d�LT�TE YFILIfAe PxolEcllM 0�1FIWw1Y�dEI�MCi�1fE NkI1NFb PxO1E0MN ,,�1 mwxo u on a eusrus dmam mxdo oomeee a eusNas omweY uv�.ui vw"�"vm ur � � ✓ RfUAIRO, IxEnla: PROMOFOe r4aueaD, vndnm, oe 4Me vc u �P�` YN.LOT Yg 19C SF: e,f Re af. ItR1 LAT EIS 4enD EF. - { MN.IDT FRdITAOE Zd 1WW toaeo' MN.IOT fTmHFAa 20' W.]Y � pIc°°fm�mW)3°^WS RAr at Mx.IDf MIDM - Po.♦8' M.Ae' MR` WT 11e1M Bate' !ML wm6 miPOLL•lIEN IL olAmC Nw11 T6 To M M.I11oNL 9ERAOK ]A.00' N/ MN.M SE19Ad[ m' 10.0' FttsWO - UP-Q1T i N.NO•R EN�n RIEY W MN.SDE eEMAIX Zee' N� LMI.!�A1eAIX - 102 PHASE I v vAKNIXI xucm mom SmucnwE Am ARf uuA ro AVNEzxr a�nMe,. LpgY bk AlR fEMAW te.eo' N A t BEAN wZ ao.e• dscwtxF T xINIY mx�.NY APPRelm1 PCN 9II Nm LOCAIMI MAK eUlUENO IAgIT �� 1 S1DRT 8111RE NfhE - YAK eVElSM01mdIT �EiO°OwFB 191d1Y eMN LOT�o-RIA�R 1 bwglsl Dvs7xo euwwa Ma smCn,RE WIERA - 241Y elf MAX IMIWAM COVERAGE:- tf- NwRnc Ime Mm�w.w a+..ub xao uruw Mar vAv lwew.rr awllwNxowlm ue .., �Num nc am dsN,��.f PA i1iER31GI1N t�6F w N xATMAL ARNIALoN� i PN IEOIIAIiaNb SON EPFANWE KAX.Jes IYIUML efAlE Mi. rseme wWmx A.M N1H uwl °� "%l//%//. �' AiMmNA1roX Pu Lowwx VN9FD N.IIIPFRS/DNk 2N NARA1Al SON flOaMle-DOE PROR I?GN 9.AY bn9.F9i Siec4 PO NEA 2Nstxa IYO INIOONONOVO s+Gv ENEleto t U. etaAx rAro rur f°wvXfxc• PwWuoa LOT 17 y .; LOCUS MAP vNWnm um ATUL rARD veovGs<n ueE,NfrIA./2IGRAGE NMLnMo o.eo sc r/ � A N°'^A"'xAm„wu. rwOPOSD IAT fA1EHAOF+ PROPG9fD Lm CwfNAm au ACRES y 'W IRS,� ASSES MS MAP PAVDBS TgAf I.TTA s- MIX PAts3lcxV'M.LLxM 2.M s M3X fO*t ua ASSE5sCN3 MAP S14 PARCELS I7 k 66 eDA/xXG NAAGE D Y df eUeDdD W'. .B gees.1�.nN WG GAe• � � LOCUS IS N1THW FEMA FLAW ZONE C CAAE3/IANOEGME T,eA S-M.eN OAA4T/UNOSGAPF 4]32 A. .IN NAhd]FxNRe /, AS SHDWx ON W1kNNI1Y PANEL 260001 1GTAL WT AREk 4em 6F .IOOA ORAL IDT A-- A.—9 -I— N>/�a9PLA�r.fin '���• PHASE H 9MU�2 DAM e/12J111M OWNERS OF RECORD OWNERS OF RECORD "� x'' w�iw°Puxp/ ^x LOT 6 IEMOS.,IOEM A k HACBFRM GARY LEIM J"A k 101 - NlEM04 JqM A /2 BAY LN uaol 6.4w w 19 BAY LN CFNIERYILLE.NA M32 / 8 k1e ACES CENlE11NLLE.MA Oze32 zgole / /y^b ZJrr°.tta INARfD i eNwNG uExAA3nR L�GJ mar�iNG- "�� � � °wA }, mmLi.aw yAjxARmr. - 1e nAxiW E/eW IAA �'� m�.wA. �2I, -Jut- LOTq;.; u_m.na3 J rs IRP.I r la � 18NwvAm t ,y 1' / m",ilo�ne �� �•+� ,u�°S"°®�.>�`•.i Iwoauwl '"d:'•?I� Y. °'Y''"m'" N�.e ^ u ACRES {F^{1 Air2'Jzr�i/- + i xsW"" �� $ // ,° %ffi'•r..:'J U wa�-w m.L •+. 21eee s / % r wEam• 9 xE imoawu ACRES I 11A1MN/f�14¢ .) •r IW AAOIaw PR ` �'+e,Eq ayl OIANA AAA �, ao DRAINAGE CROSS SEUDON U OW FLARE ,-\ }A v/ i�'b `•` ```vJ+ eR UWTY PdE 71C LIGHT POST down cope englneWL OVO EMM inc. \ C7NL ENGINEERS 4& WATER EM/T CFP vxw LAND SURW'ORS / \y',3° ® 9J9 Maln Street - YARMOUYNPDRT,MASS HYDRANT / �._ , wW1 / -,-• TRAFPIO/SIAET 910E %I � , 4IXwP /' / - . EIEPNDNE PEDESTAL / 1� LAYOUT & LANDSCAPE T s--s SLAW �I NIV.IAmb1—t I s OAS MAW SNUTGFF �, /, PLAN OF LAND © CONCRETE COVER / I W —W— UNDER ORWND WATER LINE -_ /+ HYANNIS (BARNSTABLE), MA —E— UNDER OROIWD ELECTRIC LWE •� .� —c— MD.GOUND OAS ME— t IOfl NCIv— OVEWiEAD CABLE W LNE n•IS' �?' X- -Y STWRADE OR WDW�CE OLD BARNSTABLE EALTY TRU: CHAIN UNN FENCE /, OA 23,2007 / b OAS METER mnN D�9,AM'adFE &• HAWCAP PARKMO YAP Sra III [b to2N Pc.2TD ED.` EDGE OF PAV M Scdcl'-M NOTES LEGEND LOT 55 i.DATUM IS ASSUMED UCT W_PNABR t TEST HOLE LOGS z MUNICIPAL WATER IS AVARABLE u WY WIPE RHy RA7ERFC 3.MINIMUM PIPE PITCH v RE t/e'PER POUT. ' .AP 1� 2 ENI,yH�a DAVID F.FWffR Y,RS CTL UDLITY ME %MOMD( ♦CO-LOAONO F011 ALL PRECAST UMTS w BE AASH, O CESSPUO. %%%%%K S.PIPE JOINTS M BE MADE WATERDGHt PROP PAWe AUA , _ PO,PATE <2 MINARM _ - B.CONSTRUCTION DETAINS TO w N ACCORDANCE WITH M, LIGM POBi PRVN�s ' 'LAN 1 SORS P/ FSMflONMENTAl CODE DiIE V. FL AC ME ,Y •o USED FOR LOT LI SttAAXINNC. VPoPo(ONLY AND NOT ro U T (D e.PAi— U WATER SHUT�F wLVE � J � u" im ih_zo� ' /// ELEV. ELEV. B.PIPE FOR SEPDC SYSTEM N SCH.40-4'PVC. HYDRANT 37.4' y' Q 37.6' 9.CGMMN BY B um TO OF OARo M FEAS GK OD OR PEAM mCOHEICN°BTU .yR 'LOT /�- F.or ee-pf..s■ MOM BOARD OF HEALTH. v TRAMC/STREET SOON ::•�.;: 0.42fA SF. ,P. °jJP. VVV/// L ATON CTAL 9GLL CR flFbP0N OVERSEAS FOR VEBIFYCIQ 1 LOCCOMN of ALL UNOEAGRWFRT k OVEIWEM UDUTIES P s--x SICN a%mµlN /^. TH- �' FRL N COMMENCEMENT OF WOIK. 0. hTEPHWEPEDESTAI ,.tvaf�8 ^ TM_ ,k, Ba // NIL LOT 55 x°f CAS MAN SHUtOFT _ !T © C°NWEIE Cow+ / `.;" T 65 B,BSo RP 6 eo• 32.8 SEPTIC DESIGN: —W— UNDER GROUND WATER LINE / \__ F / s 'P 1f Pp�r 0.16 ACRES `'d,A— 72' 31.4' GARBAGE OSPOSEA IN NOT AIiDNEp —E— UNDER DROUNO ELECOOC LINE / `���•✓ TM_4'• taN zalGIm C C DESRETK FLOW: —G— UNDER GROUND DAS LINE -I; q 4cS• MS MS 3e4 SF%W -1.CPD LtfalRNe GxN/NIALN \"1 \ 4 / 3 'ISO- I.aW OAL WAAEHWSE —GHCW— OVERHEAD CABLE W LINE / ftANRA x/— AREA 'J p a / hi 23YP]/3 23(R]/3 ��OTEES NT6 46�UGH FLOW TH-J %--%-X STOCKADE OR WOW PENCE {I� / } T H p \` `\ USE A 2Do GM MN@flIM TITDflAUUC 917E CHAIN LINK FENCE %\♦ ` 132-1 23_4' T20'I 27.R' SEPTIC TAM 2W CM(2)-AM CAS METER Ol' ♦ NO GROUNDWATER ENCOUNTERED USE A tiW CAL SEPTIC TAW ® `Cl 1jy "P L TITLE V XI LIMRATIOb HANDICAP PARKING RM%xAo �,l / ♦ B,eW SF%11O CPO/tO,OW SF 73 OPD AHB awn } APPRG% ♦ ,�' / EA P. EDGE OF PAVEMENT - 2&R �� ♦♦ ! EU . IV 61 GPO<7J CPO O.K. kf{57�VA L / amrM POT ♦ .$ j �5 �` mew. y DESN PUX ♦ / y_ s].7' JBi' Of. 4,� � j ♦♦ } / A SIDES: 2 te.W+12.e3T 2 L]4)-BOSOM i�JM BOTToM lam x F2W(74)-t3B.7°Po ` RORRR SO f /4 Ir 7.1' TOTAL 211.7 S.P. 243.8 CPO A D33 ACRES B 0D4} ` RLL IS USE(1)MID CAL LEAOIKNO CHAMBFAS ACME OR EDUAL) - AA TDIA 0/e WIN 4 STONE AT ENGS AND 4'AT L� auWt MFA 1 3g'�i 31' JS.R' ,� V la• 4y 33.7 ' .`` PAvm/N¢\A\a;\ � J�Lj ` A� \ ``♦ ♦\,�// ` P C C APPROIkI) DATE BOAW OF XEN.TX 3e 1 ` SJ ti \ `.> MS Ms PARKING \` '•.y, PARKING CALU)LADONS STORAGE USEI 2W REQUIRED 1/FW SFRED m .AY PAYls MG \ � ✓ 26Yfl 7/6 26YR 7/6 M4/]W-.33 PEQUI -1.82 REQUIR 2]�EOU'RED J SPACES MOM 2]_T tze' zze' No 99MOWAM ENMUNTERFD R wR—See—fell PMXNO / laa ERR JaT-BE80 EYANCEVSTA RDA A. / own cope CHWL N INFERS, Inc. VVVV CINL ENC/NEERS / LAND SURVEYORS IAAfX MG % 9J9 A4W,Stroof - YARMOUTHPORT.MASS. SEPTIC & UTILITIES SEPTIC PROFILE PLAIN OF LAND NP FWD.AT EL 3BA9 Avsaa vRR.PFA WTR:a rR.LETII PP"m aoaow�.�.r� TOP SLAB AT E-JRBJ' AR aaWT DARRIIONG m IN WWAN.RE,RP�R�WmW WRNr�� HYANNIS (BARNSTABLE), MA Nl/R RARNSTA&E J B R>R A PIDI fYRN .B MAP JM PAp¢L III aB pplfb PG Jle 11 „ �m"�at Y� �A,q rF"x� S MAIL ,7 III_IIY_ I� PREPARm FOR and PwPMNDG 33.J3� v v .v .. 000❑ OLD BARNSTABLE REALTY TRUS J3ar v v vvvv - -C;N WePo s�o Rn tT I, I DUTWR'A� vvvvv vvvv m Dn r vvvv v vvvv PMrosm3tdA. mN a FMPF. f-1.�f01A fix ram J/r TO 1 t/r DOUBLE WASHED STONE DATE; MARCH 2s,20D7 Bun mMYNnwB m aaR2: - IAMt I'M MDATION— 1r —SEPTIC TANK— r —D•WX 7' LLACMNO t2B' _ FACRNY Sve1m/120' _ 3OF3 DATE DAM A WALK•P.E..P-1-M _ - B ,B zR w w eR rtE'r e01TOM TH 2 EL loo' BeE m-oP, m-om 1 Somstoble Municipal Airport COMM Electric TIVEY, ROBERT C. Enginehouse LOCUS MAP 344 PARCEL 362 Rd DB 2396 PO 236 N � 100 00, LEGEND PAVED AREA i r LOCUS MAP u GUY WIRE �O SCALE 1"=2000'f UTILITY POLE �g LOT 17 ASSESSORS MAP 344 PARCELS 17 & 55 + PARCELS 18 & 20 #344 9,645 SF '/ LOCUS IS WITHIN FEMA FLOOD ZONE C cP CESSPOOL � w YARMOUTH RD 0.22 ACRES / AS SHOWN ON COMMUNITY PANEL 250001 0005C M �44 PCL 017 CA, DATED 8/19/1985 ,. , i0 LIGHT POST co 9 BENCHMARK: MAG NAIL SET IN ZONING SUMMARY �3) FLAG POLE o 2 S`�OT/NC r^cb PAVEMENT ELEV. s RFT A4 'fir ZONING DISTRICT: B BUSINESS DISTRICT WATER SHUT OFF VALVE - c S� , MIN. LOT SIZE �o �F�TO Be o�� F�/SRq ; MIN. LOT FRONTAGE 20' HYDRANT coa' 39 \o. Fp MIN. S DOEN SETBACK SETBACK 20' CP �� '�RF Co�` MIN. REAR SETBACK - -� TRAFFIC/STREET SIGN / ,, / � ' LOT 55 SITE IS LOCATED WITHIN THE WELLHEAD ' PROTECTION OVERLAY DISTRICT 100 00, ' o—o SIGN —_ � 6,650 SF �� p TELEPHONE PEDESTAL �. `X'-�X ��, 0.15 ACRES ' OWNERS OF RECORD 00 88 EXISTING LAWN/MULCH �\xl SnN�EIVCE X \` OLD YARMOU ROAD I i' �V # -Q , MCGRATH, JAMES R TR LOT 18 & LOT 20 GAS MAIN SHUTOFF w PLANTER W/SIGN AREA ` M 344 PCL 055 ' PINE HARBOR REALTY TRUST OC CONCRETE COVER QJ , � � , ;' 259 QUEEN ANNE RD WATER LINE / MULCH AREA i'� `� HARWICH, MA 02645 W— UNDER GROUND W0 �� / � � "T / MCGRATH, LYNNE A TR LOT 17 & LOT 55 E— UNDER GROUND ELECTRIC LINE / r CO,vq A !�;<. l f� OLD BARN REALTY TRUST 't' �' ' i �2� / \ / 259 QUEEN ANNE RD G — UNDER GROUND GAS LINE EXISTING C z FR Ao T% / / \ �Q-a' HARWICH, MA 02645 v Ro BRICK WALK p� `.\ "/) — OVERHEAD CABLE TV LINE AND PATIO a F ; / LOCATION APPROX. \ OHCTV LOT 18 � �/ ' l � LOCATION OF \ 'wry / ,�� 2 7 SST EXISTING SEPTIC \ A- 0 T G' /� / r X X X STOCKADE OR WOOD FENCE 16,677 SF �FTq s2 SYSTEM PER S Y / / DESIGN PLAN CHAIN LINK FENCE 0.37 ACRES eqS < F '� REFERENCES #326 YARMOU F' z' DEED BOOK 16465 PAGE 133 GAS METER M - / �' F-�-j l } \\ 344 PCL 018 \\ STD Sr i DEED BOOK 21762 PAGE 213 Svc, HANDICAP PARKING E.O.P. EDGE OF PAVEMENT ; Yq (TO �ge� r O�j� FMq/ GRAVEL AREAGo 3 \^� 100 EXISTING CONTOUR , /� , H R NJ (9 l ; / O / PAVED AREA i oNcRF q/j off 508-362-4541 EXISTING / i fox 508 362-9880 S ED DISPLAY �`, rr PAVED AREA \ �' AREA \\ �� � ��� // i � �I,/ LAWN/MULCH ��. / ��`\ �� i \V U O Wl7 cape erg gin eerie q, ll� C. AREA A� Cl VIL ENGINEERS �X LAND SURVEYORS X \ 939 Main Street — YARMOU THPOR T, MASS. GRAVE' PAR NG EVANGELISTA, IEDA M.. \ / ' T I 1"'Irm LOT 20 � / , S MAP 344 PARCEL 165 DS 19404 PG 165 A, 20,888 SF / 0.53 ACRES / #80 OLD YAR,MOUTH RD /' M 344 PCL .020PLAN u" F L A N[J"' MULCH AREA: / , i INFILTRATION AREA _ / r + 37.5 r IN + 37.5 / r' HYANN1,S BAR A STLEJ, A- PREPARED FOR 77. 19, OLD BARN REALTY TRUST , DATE: MARCH 28, 2007 TOWN OF BARNSTABLE ZW of M MAP 328 PARCEL 141 DB 20708 PG 330 o� DANIEL A yG� oz�DANIELA cyGN OJALA o OJALA ; A No.40980 " CIVIL CA P No.46502 °FFss o �Fc s TE Scale:1"= 20' �JI Z6 SURVEv Fss � 7 �,�� �_ SHEET 1 OF 3 DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET DCE #07-007 07-007 McGRATH.DWG 1 :a H ours o e PHASE I Munlc/pal PHASE II Airport Electric Ait COMM ZONING SUMMARY LOT 17 ZONING SUMMARY LOT 55 SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION SITE IS OVERLAY DISTRICT.WITHIN THE WELLHEAD PROTECTION OVERLAY DISTRICT. ZONING DISTRICT: B BUSINESS DISTRICT ZONING DISTRICT' B BUSINESS DISTRICT MAPP l/EY, ROBERT C. 344 PARCEL 362 REQUIRED: EXISTING: PROVIDED: REQUIRED: PROVIDED: 4J�\G`Q REQU OB 2396 PG 236 o� MIN. LOT SIZE - 9,645 S.F. 9,645 S.F. MIN. LOT SIZE - 6,650 S.F. �e ti ' 60 MIN. LOT FRONTAGE 20' 100.00' 100.00' MIN. LOT FRONTAGE 20 .35' PROPOSED CHILDREN'S PLAY SET �oto5<obP\tQot `oJr MIN. LOT WIDTH - 96.45' 96.45" MIN. LOT WIDTH - 60.19' REMOVE PUMP & FILL EXISTIC CESSPOOL W/ CLEAN DISPLAY (TYP.) � MIN. FRONT SETBACK 20' 34.06" N/A MIN. FRONT SETBACK 20' 20.5" EXISTING SAND, SAW-CUT & REMOVE EXISTING THESE WILL CHANGE FROM TIME TO TIME �o 2.95 N/A MIN. SIDE SETBACK 10.2 PHASE I PAVEMENT PAVEMENT NEAREST TO THE STRUCTURE, AND ARE MEANT TO REPRESENT MIN. SIDE SETBACK - DISCONNECT UTILITY SERVICES, AND APPROXIMATION SIZE AND LOCATION Enginehouse LOCUS MIN. REAR SETBACK - 16.60' N/A MIN. REAR SETBACK - 39.8' LOT 17 - PHASE I DEMOLISH EXISTING BUILDING. Rd MAX. BUILDING HEIGHT 30' OR 1 STORY STORE NONE MAX. BUILDING HEIGHT 30' OR 1 STORY BARN 2 STORIES 2 STORIES PROPOSED GATES MAX. STRUCTURE COVERAGE: - 26.1% 0% MAX. STRUCTURE COVERAGE: - 11.5% FOR SHIPPING a/ & RECEIVIN NOTE: FRONT YARD LANDSCAPED SETBACK FROM THE ROAD LOT LINE: NOTE: FRONT YARD LANDSCAPED SETBACK FROM THE ROAD LOT LINE: / / � ' R REMOVE POLE a. o 'poG1P ZONE B - 10 FEET. AN PROVIDED) ZONE B - 10 FEET. (10' PROVIDED) £Xi S �, �� h PROPOSED SHED DISPLAY (TYP.) WP REGULATIONS: 50% IMPERVIOUS MAX., 30% NATURAL STATE MIN. WP REGULATIONS: 50% IMPERVIOUS MAX., 30% NATURAL STATE MIN. STING ��// 1�0 THESE WILL CHANGE FROM TIME TO TIME Pq t/ /�/ / 00 AND ARE MEANT TO REPRESENT � PROPOSED IMPERVIOUS: 18.4% NATURAL STATE: 0% PROPOSED IMPERVIOUS: 49.9% NATURAL STATE: 30%* RESTORE DEMOLITION AREA WITH LAWN, £M£NT //�j% % � . APPROXIMATION SIZE AND LOCATION *0% EXISTING - 30% PROP. MULCH, WALKWAYS, AND LANDSCAPE PAVED AREA FOR DISPLAY OF SHEDS, GAZEBOS, EXISTING USE: WOODWORKING SHOP EXISTING USE: STORAGE YARD PLAY EQUIPMENT, & OTHER OUTDOOR LOT 17 / PROPOSED USE: RETAIL YARD PROPOSED USE: RETAIL/STORAGE BUILDING WOOD PRODUCTS. �,, 10 LOCUS MAP 9,645 SF Q/ . . . .. . . .. � AREA TO BE PLANTED & PROPOSED LOT COVERAGE: PROPOSED LOT COVERAGE: 0.22 ACRES ?�/ MAINTAINED IN A NATURAL PAVEMENT/WALKS: 1,772 SF = 18.4% PAVEMENT/WALKS: 2,550 SF = 38.3% CUT & CAP =��" }� :::.. STATE (965 SF) SCALE 1"=2000'f BUILDING COVERAGE: 0 SF = 0% BUILDING COVERAGE: 768 SF = 11.5% EXISTING GAS & ��, �,./ ASSESSORS MAP 344 PARCELS 17, 18, 20, 55 873 SF = 81.6% GRASS LANDSCAPE: 3,332 SF = 50.1% WATER SERVICES ..'.'................ GRASS/LANDSCAPE: 7, / � // .'::; ::� LOCUS IS WITHIN FEMA FLOOD ZONE C TOTAL LOT AREA: 9,645 SF = 100% TOTAL LOT AREA: 6,650 SF = 100% O APPROXIMATE PHASE II AS SHOWN ON COMMUNITY PANEL 250001 0005C TO �o DISPLAY AREA LOT 55 - PHASE II DATED 8/19/1985 CONTINUE FENCE /Q� FOR SHEDS, 9� o OWNEOWNERS OF RECORD OWNERS OF RECORD TO THE WORT + GAZEBOS, & / BENCHMARK: / PLAY EQUIPMENT �p�. "'•'"'�•` 3). MAG NAIL SET IN MCGRATH, LYNNE A TR + b, LOT 5 :`:::k PAVEMENT ELEV. MCGRATH, LYNNE A TR /� .. :: = 36.90 OLD BARN REALTY TRUST OLD BARN REALTY TRUST ° ` ` � : 259 QUEEN ANNE RD 259 QUEEN ANNE RD PROPOSED 6,650 SF + UNDERGROUND �, �Q' 0.15 ACRES ; .;:..... ; } HARWICH, MA 02645 HARWICH, MA 02645 ELECTRIC dM `39 EXTEND WALKWAY O 4' •8 INTO LOT 17 SERVICE �,,�p PROPOSED PAVED AREA21 ^:: ; ::: :: ::... ... } 33 1/4 241/4• 0 ` �o.00 a\, Q 3\3 � �R�k32pbsEo S � RN A A0 / AREA TO BE PLANTED & + / $8 G'F) :::::::::.:.: :.::: : :,: :; / MAINTAINED IN A NATURAL :A A SEWER / �x / 3 ;: : •:I :`':;. ,' STATE (1,030 SF) AREA DRAIN ON LOT 17 USE FRAME & GRATE C' EXISTING LAWN/MULCH PROPOSED ' �x / "' LEACHPIT ON LOT 55 USE SOLID COVER (LABEL "DRAIN") N �v `\ \\ / + 11/8• / ELECTRIC , CAPE COD BERM PLANTER W SIGN AREA v + / S 4" LOAM AND SEED O :::: . : / w � P SERVICE , 12"X 3" J / ALL DISTURBED AREAS /- P m PANEL k_ / Q / % �I/ I/ TYP. DRILL 2 1"0 / / :::C3•: :•. ` Q u'•: ...::..:' \ INVERT ELEVATION z.., HOLES z6• a' S' MULCH AREA ..... ::::. :..... :. ...:.. ::::::: \ 1 1/4• 4 1/2• ���> i :.:: ,..:`\.. \ 33.Ot H-20 SLOTTED H-20 INVERT ELEVATION FOURTH FLANGE AT BASINS 34• / ' /'���� \``� / ......................... ' \ PRECAST 12'0 HDPE %��'�"-' / \ \ TYP. RISER SLOPE 1% MIN. AS LISTED ON SITE PLAN WITHOUT CURB INLET PLAN SECTION A-A / 0,°� '`. / `��,,/ �, \ - _ / MIN.WT.FRAME AND COVER: 493 LBS / r�/t/O C A / -��4 i / / \ / 3/4" 24• MANHOLE FRAME AND COVER 11 ` . /A �' `jQ qT/ �� ��•?A`(V' l )T".s.j.:'.�p:+3'`i,^'rsi!s•.a n:xxF:,�,;s3;t;.;a;:." 2.Q' (TYP.) lam" � AO 0 ' ��.,/4 I \ , 2.0' TYP. / EXISTING V R� � ,_, / /' �' REMOVE ( ) + �� + <c \ � / ANY 3' C.B. TRAP N.T.S. / BRICK WALK O� y T`�t / / 12"0 HDPE PIPE / O APPROX. \ ^' / UNSUITABLE ELBOW e• AND PATIO O �. 1 �� ^� + / SOIL PROPOSED SOLID 12"0H-20 CPP 4 yr SECTION A-A / LOT 1� 2 X/ T / / EXISTING NLOCATIOGN SEPTIC \\ , ' (I OF F ENCOUNTERED o / ; , ST �C r }� / / H-20 SLOPE 1% MIN. PROPOSED MINIMUM FRAME WEIGHT: 3-FLANGE-265 L85. 16,677 SF /QF�g1s2 O,Qy / , 44` // SYSTEM PER \ / , FOR 1000 GALLON 1000 GALLON PRECAST MINIMUM GRATE WEIGHT: 21a LBS-29a LBS. / ` DESIGN PLAN \ + / / 5' MIN. LEACHPIT H-20 CATCH BASIN PASS AREA: 235 50.IN. x 0.37 ACRES 6q /� S,� / / _ . SFM + / \\ �/ STONE D LP1000'H$20SORR QUAL BASIN H-20 OR EQUALD / REPLACE W/ FRAME AND GRATE ) _- T� / LOT 20 /+ /' CLEAN SAND � /�� � / } , • SECTIONAL PLATE N.T.S. / / r S�'"/S� 20,888 SF / 6" WASHED STONE UNDERNEATH ' SF �Ry/N� 0.53 ACRES STRUCTURE 3/4" - 1 1/2" 2' MIN AROUND PIT 00 WASHED STONE (TYP.) ' ' RFiLje O� GRAVEL AREA _ LEGEND ' / �/4J \\���� ,� ' DRAINAGE CROSS SECTION z, 0'ON PAVED AREA j �� CRT \��� i' NOT TO SCALE I . GUY WIRE U � 0L) UTILITY POLE CP CESSPOOL \\\ � \\ , } ' �v i off 508-362-4541 �I � EXISTING �`�� , fax 508 362-9880 LIGHT POST PAVED AREA SHED DISPLAY AREA 0.^ FLAG POLE LAWN/MULCH ���\\ ���\\\\ `may/ / i/ V do Wl-7 cape en qin eerin q, Inc. AREA �So Cl VIL ENGINEERS 0 WATER SHUT OFF VALVE k\ y ' �� ' e / x�k / '` ; >� �,i LAND SUR I/EYORS \x HYDRANT / x\x ��`y�' ��,,\\ /' 939 Main Street - YARMOUTHPORT, MASS. \x / GRAVE - TRAFFIC/STREET SIGN PAR NG / D / o---o SIGN \ , " SCAr"E EVANGELISTA, IEDA M.. \\/ / ' LAYOUT LANE) L TELEPHONE PEDESTAL / MAP 344 PARCEL 165 / � OB 19404 PG 165 �� �G4 GAS MAIN SHUTOFF / ' PLA" LAN" / MULCH AREA } r OC CONCRETE COVER _ �� INFILTRATION AREA IN W- UNDER GROUND WATER LINE - _ + 37.5 �/ /� --___ + 37.5 HYANNIS (BARNSTABLE), A E- UNDER GROUND ELECTRIC LINE - G - UNDER GROUND GAS LINE \ k� ` / / PREPARED FOR -OHCTV - OVERHEAD CABLE TV LINE 77. 19, NO OLDX X X STOCKADE OR WOOD. FENCE BARiN REALTY TRUST / / CHAIN LINK FENCE ,'� DATE: MARCH 28, 2007 GAS METER zNOF�ssgc zHOFMAss9c TOWN OF BARNSTABLE ti� IEL ti HANDICAP PARKING o DAOJAIA D. M o AP 328 PARCEL 141 '� m OB 20708 PG 330 U CIVIL OJALA '64 E.O.P. EDGE OF PAVEMENT 10 o.46502 q No.40980 STE FSSI Scale:1I'= 20' 3J7,'T/07 NAL �G 9 URN �O SHEET 2 OF 3 DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET 07-007 McGRATH.DWG DCE #07-007 NOTES LEGEND LOT 55 1. DATUM IS ASSUMED NGVD29 FROM GIS DATA rz SOIL TEST LOT 17 - PHASE I TIVEY, ROBERT C. TEST HOLE LOGS 2. MUNICIPAL WATER IS AVAILABLE MAP 344 PARCEL 362 u GUY WIRE DB 2396 PG 236 ENGINEER: DAVID F. FLAHERTY, RS 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. C-OL) UTILITY POLE s WITNESS: DON DESMARIS RS 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-20 EkjsT/NCW OT 1QQ 3-07-07 cP CESSPOOL p •00, DATE: 5. PIPE JOINTS TO BE MADE WATERTIGHT. q VE NOTE: CUT & CAP ALL UNUSED EXISTING UTILITIES PAVED AREA FHT ` - Pq trF� PERC. RATE _ < 2 MIN/INCH 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LIGHT POST PER APPROPRIATE VENDOR REQUIREMENTS. � • . I (GAS, WATER, ELECTRIC) Al ;.f. CLASS I SOILS P# 1 1643, 1 1644 ENVIRONMENTAL CODE TITLE V. . . . . . . . ' ` FLAG POLE s Q� PROPOSED 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE \�`. � ^ VENT (1) 500 GAL. LEACHING USED FOR LOT LINE STAKING. S \ �°�� CHAMBERS W/ 4' STONE WATER SHUT OFF VALVE LL AROUND (H-20) \\ � � ELEV. � ELEV. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \ ,� V' 37.4' `� ' HYDRANT / / //38S 0 37.6 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT tiY LOT 17 , �� LOT 55 - PHASE II INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED -� TRAFFIC/STREET SIGN /� FROM BOARD OF HEALTH. . P P ED ,,;:� .• / � `a 9� BENCHMARK: / � } s G L..�;;t ❑ '� MAG NAIL SET IN 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE �;+ Al A RAIN >`�. . r �` , �+ PAVEMENT ELEV. o -0 SIGN ' R 38. /,�`b lax = 36.90' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR 0 90645 SF' , o TH-2 J x FILL TO COMMENCEMENT OF WORK. 2 ACRE + COD } p TELEPHONE PEDESTAL CAPE FILL �i r BERM 11. PROPERTY LINES AND SETBACKS SHOWN ON THIS PLAN SHALL� 02 o t � k 'k3�•TH-1 NOT BE UTILIZED FOR FENCING OR LOT LINE STAKING, FOR �c� GAS MAIN SHUTOFF i PROPOSED WORK ONLY. tK OC CONCRETE COVER / �`� \,�3 f 9� 38 T 55 6,650 SF 0.15 ACRES,. 'I'PROPOSED 72" 31.4' W- UNDER GROUND WATER LINE �, p \�OO.QQ TH-a O �R 4 k`32, pSE� � SOLID CATCH C SEPTIC " E - UNDER GROUND ELECTRIC LINE / \ �'� ETq/� ' egRN �;/�-13 / BASIN S IC DESIGN. / N _ o s�qe CSTQ 3 , C ^` % GARBAGE DISPOSER IS NOT ALLOWED G - UNDER GROUND GAS LINE �� m'rc - ,` / \ \ tow � �`38 BR1141 /' � ' PROPOSED MS x \�` ^i 9 TH-a � 3 ��`���,�'� ' 1,000 GAL. MS EXISTING LAWN/MULCH \, x c��;� Q / ,� EACH PIT 25YR 7/5 25YR 7/5 DESIGN FLOW: (LOT 55 ONLY, SEE 10 30 01 SITE PLAN FOR LOT 18 -OHCTV - OVERHEAD CABLE TV LINE PLANTER W/SIGN AREA PROPOSED W Q 'r �38 RETAIL (200 GPD DESIGN FLOW, 274 GPD ALLOWED J� / 1,500 GAL. c / / ) / SEPTIC TANK `\� I X X X STOCKADE OR WOOD FENCE MULCH AREA / H-20 o '\�S• �k PROPOSED 384 SF X .05 =19 GPD (LOT 17 200 GPD EXIST, 0 GPD PROP.) GAS + WATER SERVICE WAREHOUSE -X--X _X_ CHAIN LINK FENCE jT -;r - '�, l \\ +37.49 132" " 26.4 120 27,6 2 EMPLOYEES X15 =30 GPD (ON�� �,/ ! ` i l \ TOTAL: 49 GPD DESIGN FLOW / o A ;' o ; �'',� w / COORDINATE UTILITIES NO GROUNDWATER ENCOUNTERED G5 GAS METER Cam^ R A 4;/o / l \ 1 WITH APPROPRIATE VENDORS EXISTING �Gr �\O'S'ch <! /``J' / \ 0 % /` USE A 200 GPD MINIMUM HYDRAULIC SIZE (RETAIL MIN.) HANDICAP PARKING BRICK WALK " AND PATIO o / / APPROX. \ �� / SEPTIC TANK: 200 GPD (2) = 400 LOCATION OF \ / E.O.P. EDGE OF PAVEMENT ��" �2 STTjNC ' %/ / EXISTING SEPTIC \ }/ ; USE A 1,500 GAL. SEPTIC TANK �p ,p 7s �� SYSTEM PER \ �� / / 3 ELEV. 4 ELEV. 100 EXISTING CONTOUR / FT 2 Y / DESIGN PLAN �j ' &q F4 (S,- / / l \ / 0" 37.7 0» 38.1 TITLE V SITE LIMITATION: -[100]- PROPOSED CONTOUR SM '�� / / � '� / \ ; A 6,650 SF X110 GPD/10,000 SF = 73 GPD LOT 20 LS 49 GPD < 73 GPD O.K. 10YR 3/2 330 ORDINANCE: 6650X330 / 43560 =50.4 GPD ALLOWED SFS o/S/ 20,888 SF /} �; 12" 37.1' 49 GPD PROPOSED, O.K. ,pFRY��'c 0.53 ACRES } B oo S�q'9/� ,32 /� FILL LS LEACHING: 'L GRAVEL AREA �V / i 31„ 1 OYR 6/8 35.5' SIDES: 2 (16.50 + 12.83) 2 (.74) = 86.8 GPD 38 / �% BOTTOM 16.50 x 12.83 (.74) = 156.7 GPD L T ' �oN ',l 48" 33.7 TOTAL: 211.7 S.F. 243.5 GPD PAVED AREA 16,677 SF cRFTF // 0.37 ACRES �' A9Tj / }/ ; USE (1) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) O WITH 4' STONE AT ENDS AND 4' AT SIDES PERC PERC PARKING CALCULATIONS cb / M S M S / PARKING CALCULATIONS: LOT 55 PARKING CALCULATIONS: LOT 17 EXISTING ` / % STORAGE USE: 1/700 SF OUTDOOR DISPLAY, NO SEPARATE S ED DISPLAY \�`, // PAVED AREA `,� �`. �`,/ ; 25YR 7/5 25YR 7/5 384 / 700 = .55 REQUIRED PARKING GENERATION THIS LOT. AREA LAWN/MULCH 384 / 200 = 1.92 REQUIRED AREA �`. / �`,�`, ; ; 2.47 = 3 REQUIRED J� 3 SPACES SHOWN Q 1210" 27.7' 126" 27 6' (SEE 10/30/01 SITE PLAN FOR LOT 18- 15.6 REQ. 17 PROVIDED, O.K.) NO GROUNDWATER ENCOUNTERED GRAVE �� off 508-362-4541 PAR NG / �. fax 508 362-9880 EVANGELISTA, IEDA M. MAP 344 PARCEL 165 �� / ��, i / DB 19404 PG 165 down cape engineering, Inc. Cl VIL ENGINEERS L AND SUR VE YORS MULCH AREA INFILTRATION AREA / i 939 Main Street - YARMOU THPOR T, MASS. + 37.5 ' MA [-.'hTIC UTILITIE '"N APPROVED DATE HEALTH DEPT. SE" SEPTIC PROFILE L AINNU 77• 19, X h� i''' ' ACCESS COVERS ® FIN. GRADE OF PAVEMENT (NOT TO SCALE) Fmo` TOP FND. AT EL. 39.33' H-20 RISERS & 24" H-20 COVERS (TYP.) H-20 ACCESS COVER (WATERTIGHT) TO 4"VENT SEE 1"mm pm*'& H-20 ACCESS COVER (WATERTIGHT) TO FIN. GRADE PLAN VIEW I N TOP SLAB AT EL. 38.83 r FIN. GRADE 388 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM TOWN OF BARNSTABLE �' ' MAP 20 PARCEL HYANINS (BARNSTABLE) MA OB 20708 PG 33O H-20 DBOX RUN PIPE LEVEL 2" DOUBLE 2" DOUBLE & RISER TO GRADE FOR FIRST 2' WASHED WASHED 36.3' PEASTONE PEASTONE 3' MAX. 35.35' PREPARED FOR 35.60' 1,00o GAL. 00 36.0' COMPARTMENT AL, GAS 35.19' Maw BAFFLE 35.33' �� � o o a a 0 o a o Rg35.12' a a a a o a o a o OLD BARN REALTY TRUST 2'5% SLOPE) �6" CRUSHED STONE OR MECHANICAL 0 0 Q O 0 0 O COMPACTION. (15.221 [21) §,%$ 2' a a a 0 0 0 0 33.12' HOFMgs PROPOSED 1500 DEPTH OF FLOW = 4' ( 1 % SLOPE) ( - 3/4" TO 1 1/2" DOUBLE WASHED STONE 1 % SLOPE) DATE: MARCH 28, 2007 0"oFUqSs' DANIEL�c �`'� Sqo DUAL COMPARTMENT TEE SIZES: o� ti� " woe DANIELA. y°N �� A GALLON SEPTIC INLET' DEPTH = 10 „ o OJALA n v `' TANK (H- 2O ) OUTLET DEPTH = 14 � CIVIL N OJALA � No.40980 LEACHING .46502 q 12 6.72�• � FOUNDATION SEPTIC TANK 2 D BOX 7 G/sTS� a Ess� FACILITY Scale:1"= 20' FS /ONAL ECG` 0 SUR 0 --� SHEET 3 OF 3 DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET BOTTOM TH EL. 26.4 NO G.W. FOUND DCE #07-007 07-007 McGRATH.DWG