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HomeMy WebLinkAbout0936 WAKEBY ROAD - Health 936 Wake by'-Road- - Marstons Mills A = 012 006 v \ i i� rr , February 711 2007 Keith and Candace McKeone 936'%'akebv Road Nf larstons Alls, MA 02648 508-428-5 i 70 >ite Plan. Review Attention: Ellen Swintarski 2' Main Street Hyannis, MA 026011 Site Plan Review Committee; Please find enclosed our Application for Site Plan Review. It is our hope that dhis plan will be found approvable for our application to the Zoning Board.of Appeals for an.Application for Special Permit .Also included is a brief narrative regarding this application. i hanks so much for your time and attention. Sin erely, Keith and Candace McKeon APPLICATION FOR SITE PLAN REVIEW - L—ATION Business Name: Subdivision Flan Assessor's Map# Parcel# ANR Plan. Property Address: Site Plan OWNER OF PROPERTY APPLICANT Name: VF,a j " ADD CALQ aLe ,r o_CXZf,-0E— Name: S A VA� Address: RZICg w AX-F—a�j "!ZO ACIS Address: tMA2S�eY� �-Mi�S t ✓r da OZto�i$ Telephone: Telephone: Fax Fax: ARCEITBCT/DFyELOP)WCONTRACTOIi//ErTG1NFER AGENT/ATTORNEY Name: Name: Address: Address: T elephone: Telephone: ax: Fax: STORAGE TANKS MAZ MATMM,OR WASTE OII.l ZONING DISTRICT CLASSIFICATION Existing, Proposed District :' iF Overlays) G P . Number Number Lot Area !�Z L 3 Sq.Ft. i a co Ac. Size Size Fire District —ae Ground Above Ground butierground Underground Setbacks ft. Contents Contents Front: Side: Rom: Number of Buildings Existing Proposed UTILI S Demolition Sewer ❑ Public El PrivateSize.—gal Water .❑ Public El Private- - TOTAL FLOOR AREA BY USE Electric ❑ Aerial ❑ Underground . Gas ❑ Natural ❑ Propane Existing Proposed Grease Trap ❑ Size gal. s .#1 s .#t Basement Sewage Daily Flow * gpd Residential 04 O ft ns *GP or WP areas restrict wastewater cL'scharge to 330 gallons per Restaurant acre per day into on-site system Retail Office PARK NG SPACES CURB CUTS Medical Office Required Ex 3tstiug Cominercial s e Provided Propos-.d Wholesale ec' On-Site To Close Institutional(specify) Off-Site Totals (specif e Handicapped All Other Uses On Site Estimated Project Cost: Fee: Gross Floor Area SP-FORM PI DOC-4b/1=004 L 1, Old King's Highway Regional Historic District File# Approved? ❑Yes [�]-,N,�� Hyannis Main Street Waterfront Historic District File# Approved? ❑Yes []'NO Listed in National and/or State Register of Historic Places? ❑Yes 91;0 Previous Site Plan Review File# Approved? ❑YesFVO ni Previous Zong Board of Appeals File# Approved? ❑Yes Is the site located in a Flood Area(Section 3-5.1) ❑Yes o In Area of Critical Environmental Concern? ❑Yes o Is the Project within 100' of Wetland Resource Area? wyes es RNNo Site sketch-informal presentation VIN�o o Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. ❑Yes Parking and Traffic Circulation Plan ❑ M�No Landscape Plan and Lighting Plan [ Yes s ❑Nia Drainage Plan with calculations and Utility Plan ❑Yes o Building Plans, (all floor plans, elevations and cross sections) ❑Yes RNo Note that all signage must be approved by Code Enforcement Officer at the Building Department Lot area in sq. ft. sq. ft Total Building(s)footprint sq. ft. Maximum Lot Coverage as %of Lot % GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: DISTRICT: Lot Coverage (%) Required Proposed Site Clearing (%) Required Proposed PRINCIPAL BUILDING ACCESSORY BUILDIN (S) ❑Yes ❑No Number of floors Height: ft. Number of floors Height: ft. FLOOR AREA: FLOOR AREA: Basement sq. ft. Second sq. ft. Basement sq. ft. Second sq. ft. First sq. ft. Attic sq. ft. First sq. ft. Attic sq. ft Other(Specify) sq. ft. Please provide a brief narrative description of y ur proposed project: I ass rt that ave co p ed(or caused to be completed)this page and the Site Plan Review A d t,t best o ledge,the information submitted here -7 r� Sigr6ture of Applicant Date PRINTED NAME OF APPLICANT Q:SiteP1an:SPRPG4 0"21W12002 rzffi and Claindlac€; N cfKet3l'ae 99%Wa�.eb;. 1?oaf amtons Mills, NIA 02648 *45170 Narrative Of McKeone Special hermit Application --e siubrruttirg this application for an. i�:formal Site Plan Revieu, in order to obtain approval and b f arward-vi*t an�koplication cvr Special €�3ermit. The dal permit being requested is 240-46C Home Occupation by Special fly was fortunate enough to have the opportunity to purchase our first . last year_ iV e moved.from Mashpee with our three chii'dren, Cassandra, Ham aria' f`reven to our new home 936 Wakeby Road in NJay of 2QU6. Our attend school it Barnstable and Keith also coaches youth sports 'In the W as he hack clone Ui l ashpee for i-na�sy years. With the oldest child in High -m 1, another in.middle school and the youngest in. pre--school, we are verb= usywith caring for our family. Our children are ver;= aedve in numerous !.ports lacrosse, swimming, basketball and softball) as well as various other wool activities. e are rectuestu-ig the Horne Occupation by Special Permit to alaow -as to r€.13l ,Zpjz very small landscapi�-ig business from our home. 'Ile plan subtnitted with Specie permit application shows the designation of a very small portion of hard for dais purpose. This area will be fenced in and substantially screened wv-h evergreen trees and shrubs. Aso, as we do rot presently have a utility shiedwe would li-e to place it in this area. A small portion of this area will be pead wig for a truck and a single aide utility trailer. L Keffh and Candace McKeone L _ r r i Po Ai I certify that thiaroperty is located in Flood Hazard Zone C (out- side the 500 year flood) as identified by the Department of Housing and Urban Development (HUD), ..s=x.� CERTIFIED PLOT PLAN f�. LOCATION AAP `'4tl f�:s t EOViAPD RON SCALE '=5?' GATE ti !7 Z or Reg. d PLAN REFERENCE I certify to its title insurance company that there are no visible encroachments I CERTIFY THAT THE AN77!Y�. or easements except as shown and that this SHOWN ON THIS PLAN IS LOCATED ON THE GROUTAD AS SHOWN HEREON AND THAT IT CONFORMS TO TIDE plan was prepared .under my immediate SETBACK REQUIREMENTS OF THE TOWN OF supervision. : ,,t�!ar !sTi�1 4 :... , , , .WHEN CONSTRUCTED. DATE &Y.!7 ?� ee,77't/ W i4c z6::b AlG�— /%7 REGISTERED LAND SURV OIL i S Thomas E. Behenna Boston Office: Attorney At Law Cohasset Office: 60 State Street, Suite 700 8 Highland Court Boston,MA 02109 Cohasset,MA 02025 Telephone(617)720-2661 Telephone(781)383-2722 Email tbehenna@aol.com Facsimile(781)383-2885 February 6,2007 VIA FEDERAL EXPRESS Ms. Ellen Swiniorski Town of Barnstable FEB o �; Zd07 Site Plan Review Coordinator Barnstable Town Hall 3�E 200 Main Street- TOE`"4� ! Hyannis,MA 02601 S� RE: Application for Informal Site Plan Review Subject Property: 55 Falmouth Road/RTE 28,Hyannis,Barnstable County,MA a/k/a/ 127 Hinckley Road, (Corner of Route 28)Hyannis,Barnstable County,MA - Municipal Map#311 Parcel#070 Owner: JLTS VII L.L.C. Tenant: W.B. Mason Co.,Inc. Topic:Application for Informal Site Plan Review _ y My Clients: JLTS VII L.L.C. W/B.Mason Co.,Inc. - Dear Ellen: Following up on our recent telephone conversations in connection with the above referenced matter,JLTS VII L.L.C. ("JETS")as owner and W.B.Mason Co.Inc. ("Mason") as tenant respectfully seek from the Town of Barnstable an informal site review and approval of certain work they desire to complete at commercial property located at 55 Falmouth Road/RTE 28,Hyannis,Barnstable County,MA("the Property"). First,I will provide you with some preliminary factual background about the Property and the proposed project. The Property consists of about 0.58 acres of land. There is a single story commercial Building on the Property constructed in 1959 and containing approximately 9,754 square feet. The Property is a legal nonconforming lot under applicable provisions of existing Town of Barnstable Zoning By-laws ("Zoning By-laws"). Mason, an office supply distributor has occupied and operated at the Building since 1995. JLTS, a legal affiliate of Mason and a Massachusetts limited liability company,has owned the Property since August of 2004. Currently, 800 sq. ft in the Building is utilized as office space, 2,802 as showroom area and 6,152 is used for storage purposes. JLTS and Mason would like to reconfigure the utilization of the available space within the Building to 1,304 sq.ft of office,3,602 sq. ft showroom and 4,848 2 Letter to Ellen Swiniorsid Dated February 6.2007 sq. ft. of storage area. In other words,they wish to increase office space by 504 sq. ft(from 800 sq. ft to 1,304 sq. ft)and augment the showroom area by 800 sq. ft(from 2,802 to 3,602). At the same time,Mason and JLTS want to incrementally decrease storage space by 1,304 sq. ft. (from 6,152 sq. ft.to 4,848 sq. ft). The proposed project does nOt provide for any alteration to the existing foot print of the Building or for any modification to the total square footage therein(9,754). At present,there are 6 parking spaces at the site which are located in the front of the Building. Under current Zoning By-laws Parking Regulations,21 parking spaces are required pursuant to the existing internal use configuration of the Building. Under the proposed new reconfiguration, a total of 24 parking spaces would be required. Therefore,the proposed new reconfiguration would result in a slight increase to the nonconformance of the site as pertaining to current municipal Parking Regulations. Simultaneous with the proposed project,Mason proposes to alleviate and decrease the existing nonconformance of the site to current Parking Regulations by seeking permission from Barnstable to be allowed to utilize the eastern side of the Building facing Hinckley Road for additional parking. The eastern side of the Building is a gravel area and would accommodate approximately 6 additional parking spaces in the aggregate. A total of 11 additional parking spaces would be added when the existing loading dock area on the eastern side of the Building is not being utilized for deliveries. While watershed issues applicable to the site would prohibit this area from being paved,Mason proposes that this area remain gravel and that it signify the additional parking area by clear markings on the eastern side of the Building. In seeking an informal site plan review,I enclose herein the following accompanying documentation for review and consideration by the Town of Barnstable: (i) Application for Informal Site Plan Review; (ii) A plan entitled"Existing Area Plan W.B. Mason Co. Office Renovation Falmouth Road and Hinckley Road, Hyannis, MA"prepared by BKA Architects,Inc. Dated November 30,2006; and, (iii) A plan entitled"Proposed Area Plan W.B. Mason Co. Office Renovation Falmouth Road and Hinckley Road, Hyannis,MA"prepared by BKA Architects, Inc.Dated November 30, 2006 Thank you for your consideration. Very truly yours, Thomas E. Behenna TEB/jf,Enclosures MURMALAS APPLICATION FOR SITE PLAN REVIEW LOCATION Business Name: W.B. Mason Co., Inc'. Subdivision Plan Assessor's Map# 311 Parcel# 070 ANR Plan N "J/ Property Address: 55 Falmouth Road/RTE 28 Site Plan __j Hyannis, MA _ �Lk OWNER OF PROPERTY APPLICANT Name: JLTS VII LLL.C. Name: JLTS VII L/L/C. & W.B. Mason Co_, Inc Address: I/C/0 W.B. Mason Co., Inc. Address: 59 Centre Street 59 Centre Street, Brockton; MA 02303 Brockton, MA 02303 Telephone:. (508) 436-1220 Telephone (508) 436-I220 Fax (508) 427-4444 Fax - 4444 ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY Name: RKA Architects, Inc. Name: Thomas R -henna, F-gq Address: 142 Crescehft Street Address: 60 State Street, Suite # 700 Brockton, MA 02302 Boston, MA 02109 Telephone: (508) 583G5603 Telephone (617) 720-2661 Fax (508) 584-2914 Fax (617) 720-4111 STORAGE TANKS(HAz MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION District HB Overlay(s) Existing Proposed Lot Area Sq. Ft. 0.58 Ac. Number Number Fire District Town Size Size Setbacks (ft.) Above Ground Above Ground Front Side Rear Underground Underground Contents Contents Number of Buildings Existing 1 Proposed 1 Demolition UTILITIES TOTAL FLOOR AREA BY USE Sewer- ❑Public ❑Private Size gal Existing(sq.ft.) Proposed(sq.ft.) Water-❑Public ❑Private Basement Electric-❑Aerial ❑Underground Residential Gas -❑Natural ❑ Propane Restaurant Grease Trap-❑ Size gal Retail Sewage Daily Flow * gpd Office goo Medical Office PARKING SPACES CURB CUTS Showroom Commercial(specify) 2,802 3,602 Required 21 Existing Wholesale(specify) 6,152 4,848 Provided 6 Proposed Institutional(specify) On-Site To Close Industrial(specify) Off-Site Totals All Other Uses On Site Handicapped Gross Floor Area 9,754 9,754 *GP or WP areas restrict wastewater discharge to 330 gallons per acre per day into on-site system. Q:SiteP1an:SPRPG3—02/20/2002 I Old King s Highway Regional Historic District File# Approved? ❑Yes EJ No Hyannis Main Street Waterfront Historic District File# Approved? ❑Yes ❑No Listed in National and/or State Register of Historic Places? ❑Yes ❑No Previous Site Plan Review File# Approved? ❑Yes ❑No Previous Zoning Board of Appeals File# 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 ❑No stamped an d signed b a Registered PE and/or PLS. ❑Yes ❑No prepared,wets g Site Plan prep p g Y Parking and Traffic Circulation Plan ❑Yes ❑No Landscape Plan and Lighting Plan ❑Yes ❑No Drainage Plan with calculations and Utility Plan ❑Yes ❑No Building Plans, (all floor plans, elevations and cross sections) ❑Yes ❑No Note that all sinage must be approved by Code Enforcement Officer at the Building Department Lot area in sq. ft. sq. ft . Total Building(s) footprint sq. ft. Maximum Lot Coverage as% of Lot % _GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: DISTRICT: Lot Coverage (%) Required Proposed Site Clearing (%) Required Proposed PRINCIPAL BUILDING ACCESSORY BUILDINGS) ❑Yes ❑No Number of floors 1 Height: ft. Number of floors Height: ft. FLOOR AREA: FLOOR AREA: Basement sq. ft. Second sq. ft. Basement sq. ft. Second sq. ft. First sq. ft. Attic sq. ft. First sq. ft.Attic sq. ft Other(Specify) sq. ft. Please provide a brief narrative description of your proposed project: Reconfigure the utilization of available square footage in the Rn;lding hTnreasing office space by 504 sq ft (from 800 sq ft to 1,304 sg.ft) and auement the.showroom area by 800 sq. ft. (2,802 sq. ft-)-to 3,602 sq. ft.) and simultaneously decrease storage space incrementally by 1,304 sq. ft.( from 6.152 sq. ft to 4,848 sq. ft.) Informal I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that, my knowledge,the information submitted here i true. Signature of Applicant Date Thomas E. Behenna, Esquire, Attorney for Applicants JLTS VII L.L.C. and W.B. Mason Co.Ii PRINTED NAME OF APPLICANT Thomas E. Behenna, Esquire 60 State Street, Suite # 700 Boston, MA 02109 Q:SiteP1an:SPRPG4 Tel: (617) 720-2661 02/20/2002 Fax: (617) 720-4111 TOWN OF BARNSTABLE V� LOCATION q36LjfLJ29,:dSEWAGE #02®DS- 2 VILLAGE MO r SM nc) ASSESSOR'S MAP & LOT INSTALLER'S N &P ONE NO.R I Ca �o g • S33' �iT�SEPTIC TANK CAPA C j� LEACHING FACILITY: (type) 1 Q S (size NO.OF BEDROOMS // nn /1 BUILDER OR OWNER 1"70 US l 1'� f+C SI S iYl�.�. e d rQ PERMTTDATE: 8�-Z J COMPLIANCE DATE: Separation Distance Between 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 Fe o K.sT S ID -2G' fd F MASSACHUSETTS a FEE No. THE COMMONW�ALT O BOARD OF HEALTH` 76 OF APPLICATION FOR SPOSAL SYSTEM CONSTRUCTION PE a �SIT Application for a Permit to Construct (. Repair ( ) Upgrade ( ) andon ( ) - ❑Complete System ❑Individual Components J. 0b(# /rim. Ass/_sr,�� �cl►;.-[err Locatwn Aner's Name VA az4ot 7 92 5 MauXarcel#`� �pp �Addr /�_ / r t7 460 # Telepho e# all e D igner's Name L r /� �y �y,�/�r� Address Telepho e# ff Telephone# Type of Building: 6 hg/C)51 m! w GS Lot Size 4 Sq.feet Dwelling—No.of Bedrooms Garbage Grinder (� Other—Type of Building No.of persons Showers-{4, Cafeteria Other fixtures -A-10A Design Flow(min.required) 330 gpd Calculated design flow, gpd Design flow provided&. 6- -t-76d Plan: Date 8 3' Number of sheets Revision Date Title i Description of Soil(s) '3 r �- r► Soil Evaluator Form No. `2- Name of Soil Evaluator A ae 1�� Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 an rther agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed 0 Date FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 NO. - FEE RE -00MM0NWEA-LX-114- F MASSACHUSETTS �-wr r� { BOARD OrF . HE�4` H Mr£;{ x}" � dw� - f OF �iy/'1 �iz V APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT, N , Application for a Permit to Construct\( Repair ( ) Upgrade ( �)�bandon ( ) - ❑Complete`System ❑Individual Components t 3 �( IzIn / Location * Owner's Name / Ma arcel#•_d AAddress / t • # ,• Telephone# allo's N me ' De igner's Name - r Address %Telepholte# '} Telephone# Type of Building: d ec Lot Size 3 43 Sq.feet Dwelling—No.of Bedrooms Garbage Grinder Other—Type of Building - — No.of persons Showers_(4, Cafeteria Other fixtures RAJ A l Design Flow(min'required) 336) gpd Calculated design flow JP30 gpd Design flow provided .� gpd Plan: Date 4�/3 D S- Number of sheets _ Revision Date Title Description of Soil(s) C! ".�G 1 4--�/ G t» Soil Evaluator Form No. Name Of Soil Evaluator _.�. � . /ice Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS r The undersigned agrees to install the above described•lndi`vidual Sewage Disposal System in accordance with the provisions of TITLE 5 an further agrees not to place the s_ymi ste operatioa,until a`Certificate of Compliance has.been issued by the Board of Health. J Signed Qr 7 Date �✓-� . r,lttsp�ettens l" t 1� e! VA0A a 70 t/r r / '`, V U -'�-� _ FORM I - APPLICATION FOR DSCP + DEP APPROVED FORM 5/96 46 No, TH -COMMONWWEALTH OF MASSACHUSETTS FEE __��✓t / - 1A ,&�N BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) omplete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) at 3 WOI 2, `! T ,v� 1 15 has been installed in accordance��,,with`h visions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No(�i����dated 11 Approved Design Flow � © (gpd) Installer t 'ae-$ Designer: S 1i`h Inspectors Date �� f 1 1•� ,1 � The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM•5/96 /0,/THE COMMONWEALTH OF MASSACHUSETTS FEE '.✓ ` r 'BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( � Repair,. ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at 7 „ 1 r M M S r as described in the application for Disposal System Construction Permit No. tl U S '�� ,dated Provided: Construction shall be completed within three years of the date of this pTAU A.All local^conditionns must b ` et. Date Q�aS J Board of Health 1 F� �, �`)? A- L j - FORM 2 - DSCP DEP APPROVED FORM 5/96 r � FORM 1255 (REV 5/96) H&W HOBBS&WARRENrM PUBLISHERS- BOSTON ' Town of Barnstable Regulatory Services Thomas F. Geller,Director i WAS& Public Health Division Eo " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 22 Designer: - Installer: e©f7� off- p D ,3 ox • Address: ,�. Address: Y� Al)z-f ,ZZ _ 12 02 S-'3� O,69-1 On -p� � d r �as issued a permit to install a (date) (installer) septic system at q3 A 3 based on a design drawn by (a dr s) CL dated (designer 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. 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 stem)but in accordance with State &Local Regulations. Plan revision or certified as alit by designer to follow. 4P�ZN OF,�.gs DAVID s9o` C. G K THULIN m e 's Signature) 0.29976 IL 'A CIVtL O �" C/s-r Q �/ONAL6NV�hc 4esiper's Signature) (Affix Designer's Stamp Here) . HEALTH DM . PLEASE RETURN TO BARNST OF COMPLIANCE WILL NO BE ISSUEDCUNTIL BO H TSHIS FORM ANDATE AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desiper Certification Form FROM CL I FFORD FAX, NO. ': i 15083984248 Rug. 11 2005 07:18AN P2 _ENV.IR0TFCH LAB ORATORILS,INC. AL9 CERT.NO.:M-MA 063 8 Jan Scba3dan Dr- Unit#12 Sandsuich, MA 02563 (508)888-6460 1-800-339-6460 PAX(508)888-6446 CLIENT: Fred Clifford Well Drilling LOCATION: Lot 1 ADDRESS: PO Box 430 Wakeby Rd So Yarmouth MA Marstons Mills MA COLLECTED BY: Fred Clifford Well Drilling SAMPLE DATE: 6/26/2005 SAMPLE TIME: N/A WATER SAMPLE TYPE: Existing Well DATE RECEIVED: 6/27/2005 LAB LD. #: 0506695 WELL SPECS.: NIA RESULTS OF ANALYSIS Parameters Units Recommended Results Method Date Analyzed Limits Co►iform bacteria /100ml 0 0 9222 B 6/27/2005 pH pH units 6.5-8.5 5.56 4500 H+ 6/27/2005 Conductance umhos/cm 500 119 120.1 6/27/2005 Nitrate-N mg/L 10.0 1.70 300.0 6/27/2005 Nitrite-N mg/L 1.00 <0.004 300.0 6/27/2005 Sodium mg/L 20.0 12.1 200.7 6/27/2005 Iron mg/L 0.3 .<0.1 200.7 6/27/2005 Manganese mg/L 0.05 0.052 200.7 6/27/2005 COMMENTS: Low pH indicates high corrosive characteristics. Manganese is not a health hazard. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=Less than >=Greater than TNTC=Too numerous to count 77�� Date �U 6 nald J. S ri boratory i ctor FROM : CLIFFORD FAX NO. : 15083984248 Mar. 27 2001 08:00AM P1 ENVIAVOTE'C1 I"ORArojuli Sy ING Ma cm*so...m- d ass 449,Rev.IN Sandwich, MA 0 508(88&6W) "00-09-&W FAX(S08)88&6W CLIENT: Clifford Well Drilling LOCATION: it le)kt ADDRtSS: PO Box 430 y Rd. S.Yarmouth, MA 02564 MaMOnS Mills,MA COLLECTED BY: Cl Word Well Drilling SAMPLE DATE: 3/14/2001 SAMPLE TIME: 8:30AM WATER SAMPLE TYPE: New Well DATE RECEIVED: 3/15/2001 LAB I.D.#: 0103133 WELL SPECS.: NA RESULTS OF ANALYSIS: ftemeters Units Recommended Result Method Date Analyzed Limits Conlon»bacteria /100ml 0 0 92228 3/15/2001 pH pH units 6.5-8.5 5.66 45W H+ 3/15=1 Conduchince umhos/Cm 500 lie 120.1 3/15=1 Nftv .N mg/L 10.0 1.59 300.0 3/15=1 Nitri" mg/L 1.00 c 0.003 300.0 3/15/2001 Sodium mg/L 28.0 12.0 200.7 3/1612001 Iron mg/C. 0.3 0.106 200.7 3/16/2001 Manganne mg/L 0.05 0.032 200.7 311612WI VoWk aManlcs WME ug/L 70.0 1.0 EPA 524.2 3/16MMI COMMENTS: Low pH indicates high corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED, Bless than f y-greaterthan TNTC=too numerous to Count Laborato rector FROM CLIFFORD FAX NO. 150839B4248 Mar. 27 2001 09:00AM P2 GROUNDWATER ANALYTICAL EPA Method 524.2 Volatile Organics by GC/MS Field ID: 010313 "Lot 1 Laboratory ID: 39621.01 Project: Cliff . at QC Batch ID: VM5.1446•W Client: Envirotec i Samplvd. 04.14.01 Container. 40 mL,VOA Vial Received: 03-15-01 Preservation: "Cl/Cool Analyzed. 03-16.01 Matrix: Aqueous Dilution Factor: 1 Page: 1 of 2 gib +�T'•� rw.I'I•� .T • ,� RL�h_l. •--v:•�?•• Ir , Y.r�•,� Tom. 3 ,��',^ .:.:..7'�r:���":ATJ t�^ vur.t.� ntrA�Qrt=._.�.+ai6•;,•�+-.R7m_ ..aa.11rt'{1A�IIIi7+�: 75.71.8 y DichlorodlFluorometh_ane BRL ug(L 0.5 _1 74-87-3 Chloromethane - ORL 7W-4 vinyl Chloride _ __- t3RL ug/L 0.5 74-B3.9 Bromomethane _ ••.BRL usti. O,S 75.00.3 ug/L 0-S ! 75-0-4 Trich!orofluoromethane BRL u L 0.9 75.35.4 1,1.-Dichloroelhenp BRL ug/L 0.5 75-0f>•-2 Meth- ne Chloride _- BRL _ u L 0r5 ISP40 5 train.1,2.Dlchloroethene BRL u'L - 0.5 •• 1ea4-4a-a Hlelhrt teriTiutyl Ether(nn7eE1 I 1 ! O.s 75�;4-3 i,1-0ichloroethane RRL L 0.5 590-20-7 i 2,2.01chlorop'r ( KRL L .1 156.59.2__._. c!s-1,?•alchloroethene ___ _. 8RL _._ U$�� U.5 74.97.5 BromochloromrthanQ DRI u _-__...._ -_._.,__.... . -__....-_-._. . ..__. -----_. _.. _ 67-66.3 �-Chloroform RRL ug/L 71.55-6 i 1,1,1-Trtchloroethane BRL 5623 5 Carbon Tetrachloride 4„ BRL u L �015 8�i -1 1563-S 7 1-Dichloropropene_ BRL ..---•--- -- -- 71-43-,2 i Benzene BRL u L 0.5 107-06-2 1 1,1-Glfchloraet-�'o _ RKL : L 0.5 u 79-0i i Trichloroethene --- -- •---' BRL - -g/L' 0.5�_- 1... _........_.._._ •..__.._ . ........•fir..... .•• .. ..... _.. ..�_ 1,2-LAMIDfopr�D nnc _ BRL upfL _i 0.5 74-95-3 _ Dibremomethane 75-27-4 _ ichlompropene i Rronnadichloromethene - BRL ug/L - 0.5 10061-01.5 cis-1;3-D BRL -_ ug/L 0.5 10B-R8-.i Toluene ug/L_ 0.3___� 10061.02-6 1 trans.1,3 D�ic iloropropene SRL ug/L • o.5 79-00-5 1,1,2-Trichloroethane nRl, u L_ 0.5 -� 127-18-4 j TetrachlomrthFnA BRL _ ug/L 0.5 tf al-2B-9 1.3-01chlorovo.Dane t24.4871 1 Diktomochloromethane URL uR/L 0.5 106-03-4 ! 7,2-Dlbromoethane -•,,, ORL _ ut-/L _ 0.5 10a-90.7 Chlorobkn�rne - 8RL a 1. 0.5 63021E6 1,1,1.. -Tetrachloroethane _ BRL _ Ug/L _ 0.5 100-414 ! Ethylbenzene _ --•,_ 13RL __0.5 _ 10&38.3/10"2.3 nww.Xylene and nara-Xylene - BRL ug/L 0.5 9r5�t7-6 ortbo-Xylene _..._ . 1AL ug/L 0.5 100-42-5 Styrene _ - _ 8RL _ ug/L 0.5 75-25.2 klrpnloform -__ ,BRL i uR/L ! 0.5 98-82.8 Isapropylbenzene BRL u L I 0.5 __ 1 . _... -.. ....• 0.5 - 1 1lromobemmna Intl._ r-g/i. 79 345 1 1 2.2-Tetrachloroethane _ BRL _••„ v9/1. 0.5 Groundwater Analytical, Inc., P,O,Box 1200, 220 Main Street, Buzzards Bay,MA 02532 t FROM CLIFFORD FAX NO. : 15083984248 Mar. 27 2001 08:01AM P3 GROUNDWATER ANALYTICAL EPA Method 524.2 (Continued) Volatile Organics by GOM5 Field 10. 010313 Lot 1 Laboratory ID; 32621-01 "eetr CIloord/ allag r QC Batch ID, VMS-1446•W Client: Envirotee sampledi 03-14-01 Container: 40 MI.VOA Vial Received: 03-15-01 Presewation: MCI/cool Analy7.ed: 03.11"1 Matrix: Aqueous Dilution factor: 1 Page: 2 of 2 96.1a.4 t,2,3-Trichloropropane 0RL ug/L -05 103.65.1 n_Propylbenzene BRL ug/L i - 0-5 95.49-0 2-Chloroluluene — _ 6'RL 108-67.8 1,3.4•Trimethylbenzene- BRL ug/L 0.5 106-43.4 4Chlorol6luen uB/Le BRL _ _. 0.5 - — 98-06.6 tare-Butylbenzene BRL - ugh 0.5 95.63-6 1,2.4-Trimett<tg1benzene _ BRL u L O.s 135.98.8 sec.B.utylben2eno BRL _-uc/L 0.3 • 541-73-1 1,3-Dlt:�lwul�enzene ,,,- BRL u0/L •• 0.5 99-5745 4:isa roAY ltoluene BRL u 6.5 P —�..... _._.__..._. —_ll ..... . 106-46-7 1,4-Dichloi-obenzene BRt, u L 0.5 95.50.1 1,2•DiChlorobsirlsene BRL `• ulL 0,5 104-51-8_ n_Sutylbenzene - - ------ BRL — Vila 0,5 9G-t2-19 _j I,2-Dibromo-3-chloropry BRL ,UwL 0.5 120.02-1 1,2,4-Trig rObenztene _ BRL ,. 0.5 _ 87-0-3 Hexachlor ut iene -- --__ BRL -- _ ug/l, 0.3 91-20-3 Naphthalene _ RRL u0/1. 0.5 t87.61-6— 1`2,3•Trlchlorobenzene ••i icMA _ zwi •• • - 94% 1301 a-Brnmofluorobenzene 70f1 96 70-130% Method Refdennet MathMs for the r>PRermlAAtion of Organic Compounds in Drinking Water,Supplement III,US EPA, MA-600rIt-951131 (1995). Method Revision 4.0. Analyte list as derived from 40 C.F.R.141 AO and 40 C.F.R. 141,61,and additional analyte mTBE. Report Notatianai BRL Indicates concentration,if any.IS below reporting limit for M&Iyte RepeAint;limit Is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Rooming limits are adjusted for sample dilution and wvlo olzo. Groundwater Analytical, inc-, P.O.Box 1200, 229 Main Street, Buzzards Bay,MA 02532 r�.�-G� N�� � �� � �- �- �' ��;� E PJ No.%`-----�------ Fee-------------------- BOARD OF HEALTH L TOWN OF BARNSTABLE Application-*rlVeYY Con0ruct ion Permit App 'cation is hereby made for a permit to Construct (11, Alter ( ), or Repair ( )an individual Well at: Loc5at'on,A Address Assessors Map and Parcel Owner Address Installer — Driller Address Type of Building 3 Dwelling ----- —----------- Other - Type of Building--------------- No. of Persons------------ Type of Well Capacity A-� ---- Purpose of Well 1"' Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until�a Certificat ompliance has been issued by the Board of Health. Signed date Application Approved By �-- C i--— _9 L-- date Application Disapproved for the following reasons: —------------ ------------- - -- _---------- date Permit No. — Issued date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f (Compliance THIS IS TO CE t,t v' ual Well Constructed (Altered or Repaired ( ) by— - — / ---- --___- ------ — ---—— --- —_—_ Installer at _---------- -- ---_-- ------ has been installed in accordance with he provisions of the Town of Barnstable Board o�f�Health Private Well Protection �uv- Regulation as described in the application for Well Construction Permit No. ��. -LaDated --------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE—� ��' 6 __ Inspector------------ —---—-- BOARD OF HEALTH TOWN OF BARNSTABLE Veil Con5trutt ion Permit `0 - 0 - No. Fee -- Permission is hereby granted -- — ---- --to Construct Ater � ), pr Repair ) an In i dual Well at: No. l_litj _—_------- — ---------------------------------- street as shown on the application for a Well Construction Permit No.- — -- Dated-- -_— -- --------------------- ——---— — — ------------------------ DATE - Board of Health — _____ NoFee-------------------- . -BOARD OF HEALTH , -C C, r TOWN - OF - BARNSTABLE ApplitiMon forlVell Con5truttionpermit App}i�_cation is hVey a/de for anp rmit to Conts7truct (11 Alter ( ), or Repair ( )an individual Well at: �(/I / ¢ e 6 /l� /��/'/• _ d/O� mac/6 Location — Address _ Assessors Map and Parcel SSrs �c CD, � C. 6�a �v1'� ,"� -- Owner r Address ,� Iwo& - - Installer — Driller Q Address a Type of Building 3 � Dwelling _—--- -- --—- — f Other - Type of Building--- -------- No. of Persons---------- t f Type of Well — Capacity- Purpose of Well-- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned'further agrees not to place the well in operation until a Certificat compliance has been issued by the Board of Health. r ; Signed — — date "I Z- Application Approved By �&14 _ - ---- t — —_ -' ' date Application Disapproved for the following reasons: 4 ---= -- date Permit No. — Issued--- -------- -- ----------- date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif itate ®f Compliance THIS IS TO C at t iv' ual Well Constructed (li�, Altered ( ), or Repaired ( ) �l — --- --— ----- by— Installer at /G� r., has been installed in accordance"with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in-the application for Well Construction Permit No. - - -----4-12D ated----- ------ ` THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE ��l G Inspector--- ----- -- BOARD OF HEALTH TOWN— OF BARNSTABLE Ivell Con$truct ion Permit No , L Fee Permission is hereby granted , -- -- ------- to Construct ; Ater )r Repair ) an In i idual Well at: No. �f_ ---------------------------- street as shown on the application for a Well Construction Permit No.- -- Dated -— —- ------------------- f --- _ ------------------------------------- Board of Health DATE Town of Barnstable P t, Department of Health,Safety,and Environmental Services �"ME ' Public Health Division Date Q, 367 Main Street,Hyannis MA V601 + BARNUrABLE, * ' Y MASR �'OrEnirit9n�►�� Date Scheduled .( 'LO(9 ( Time lG&M Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: &WA rG fPC1 Witnessed By: L g/V l4/}12/ 7j rb LOCATION & GENERAL INFORMATION { Location Address u/�C f pj�� R�/ �?f�u A L`�Y�Z� L/�Owner's Name p L,,- /V !� i1£A Address Assessor's Map/Parcel:Agee cl7u�/c^�/v/�lo/l/ Engineer's Name AnNct- NEW CONSTRUCTION -Y-- REPAIR Telephone# Z-qs y� Land Use ,,$1 p e Nt I A-C� 2 Slopes Surface Stones WOA/ti_ Distances from: Open Water Body A)IA= ft Possible Wet Area ft Drinking Water Well /75- ft Drainage Way ft Property Line 60 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) �� V L aT Z w rJ o"tic ! JLe %✓ /Z p Parent material(geologic) PL P Depth to Bedrock 3 a o f Depth to Groundwater: Standing Water in Hole: &p Al f Weeping from Pit Face N N Estimated Seasonal High Groundwater M-9 /V yy;ttrr��,,y��+ .. ... .::: L` 11�R Method Used: Depth Observed standing in obs.hole: �� in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R. Index Well# __-,..,._ .Reading Date: __ index Well level ___ Adi.factor Adj.Groundwater Level pER+CCOLAIIOIV TEST Hate w Tithe ; a .. Z — Observation Hole# Time at 9" 1 11 Depth of Pere SO^ Time at 6" Start Pre-soak Time @ 4( ;�lZ q t NL ly Time(9"-6") End Pre-soak lot J 1p Vie'1�7L1.b 7 Rate Min./Inch L /,M 1/0 Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant __ ]JEEP OBSERVATIbN HOLE LfJG Ylole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel 4 �v -A �- 5— Z M.s", ,o y aY 5-34 A t0V61h, 36 -.3-v �, MIc ZS7� , DEEP OBSERVATION HOLE LOG Hole# _. _. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°/Gavel) L,64H9 Id yg 5)Jj 3 G — 67 C, 'WA,smdL' Z'5y 514, __ DEEP OB tRVATION HOLE LOG Hole ! Depth from Soil Horizon Soil Texture Soil Color SoiI Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°o Gravel .. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°o Gravel) j Flood Insurance Rate Maw Above 500 year flood boundary No Yes Within 500 year boundary No— Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and ex?eri rice described in 310 CMR 15.017.. A I Signature Date ZI I v 3`�� � � �r���i��o ��� � '� M � � 7�7 �o� /3 � � � �-3 � � �� r -� Map,, s Page 1 of 1 Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size Zoom Out In "" JPG Map: 012 Parce ICU � y, •,1, Location: 936 WAKEBY RO 61 00 / rO �k4Ei00 Owner: HOUSING ASSIS , � L�scation Information Map & Parcel 01200E t32006004 Location 936 Wi Acreage 1.00 a( ... _._._....__.._._.. .__.._.._._..__..... ......... ems;/l „/ current Owner 4 fi Mailing Address oHOUSI /o MCKI s s 936 W) r l r 012006 MARST µ # 936 01 flOb�2_Ci1 ; 012006005 �� �. . Araised Value (=YOI Extra Features $0 a Out Buildings $0 Land $110,0 F Buildings $0 r � Total Appraised $110,0 sue, r Assessed Value Y 200k ' 012 008 Extra Features $0 142 Feetf V�� < � Out Buildings $0 Land $110,0 „wx Buildings $0 Set Scale 1" = 142 I April 2001 Hi Res ; Total Assessed t110.0 Copyright 2005 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v0.2.9.1 [Production: http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=012006&mapparback= 2/14/2007 i Bar,stable,,Assessing Search Results Page 1 of 2 Home: Departments:Assessors Division: Property Assessment Search Results New Search 1' *, ""New Interactive Maps >> #fir s Owner: 2006 Assessed Values: HOUSING ASSISTANCE CORP 936 WAKEBY ROAD Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $0 $0 012 /006/ Extra Features: $0 $0 Outbuildings: $0 $0 Mailing Address Land Value: $ 110,000 $ 110,000 HOUSING ASSISTANCE CORP %MCKEONE, KEITH W&CANDACE A Totals $ 110,000 $ 110,000 936 WAKEBY RD MARSTONS MILLS, MA.02648 Tax Information: Tax information is currently not available for 2006 Construction Details Building Property Sketch legend Construction info N/A A sketch is not available for this parcel. Land CODE Soso ,' " View Interactive Maps >> Lot Size(Acres) 1 Appraised Value $ 110,000 Assessed Value $ 110,000 Sales History: Owner: Sale Date Book/Page: Sale Price: HOUSING ASSISTANCE CORP Mar 5 2001 12:OOAM 13615/042 $ 100 http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO6map.asp?mappar=012006 2/14/2007 f - Barnstabl`Assessing Search Results Page 2 of 2 BARNSTABLE HOUSING AUTHORITY Apr 15 1989 12:OOAM 6685/ 188 $ 1 BARNSTABLE,TOWN OF Dec 15 1984 12:OOAM 4346/259 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value Property Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area (Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area (Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) i http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO6map.asp?mappar=012006 2/14/2007 Lo On O N /r x w cn00 f 00 W 00 'oN, O 00 .� ;f(1 ✓. 'SI }. N4� to - .bye ..'!7 J N X TO N OF SANDWICH > 1 \ ,� �� R yie CIO o Il`I �Itiv N Q Z N rw \ J l / $ ,Lt, _ •fit:' 00 F— 00 CO 00 / 04 N ctf ii'C�en :. �a�_9 {,�yl.k._. P07. LOCUS MAP LOT 1 / PLANS REF:S MAP 1 PARCEL PLAN BOOK558 PAGE 56 / / / PLAN DATE: APRIL 14, 2000 A LOT 1, 43,634 ±SF p LOT 2 / DATE OF SURVEY: JUNE 1, 2005 i {oo�oo// /, / _ SAS RESERVE 3: // z z 0 LEGEND > P / 00 — — / 0 3 \ 31/3' `� 5 — EXISTING CONTOUR N aPT PROPOSED CONTOUR zo a Dp ooNSAS EXG. TREE/SHRUB LINE N w a 0OPT -- w DOPO X 500 EXISTING SPOT ELEVATION z w J SE v2i Q Z o [50.0] PROPOSED SPOT ELEVATION = w 0 [104 �, � � � � PT / �\ h�ro 1°� Q TEST PIT/PERC TEST Q oQ IQ. �\ ��03 — W WATER SERVICE Q C _ S 100 UTILITY POLE 0 Ld oz= WELL z� Q <� Of 101 D_>- ZN()fJQO Hm mwowa I..I.J\ 122 N w(n 8 / 99 NW J2ZWF 01 /`� EROSION CONTROL Y Q�0 0 •I / � NN^2 A,/ i O NNN /� 34. 1. AN APRON OF 3/4" CRUSHED STONE 3" IN DEPTH OR d Q 0�Q a �B _ — 91 r 2" OF BITUMINOUS CONCRETE BINDER SHALL BE PLACED O 0 ROd D — of AT THE PROPOSED DRIVEWAY WHERE IT JOINS EXISTING d V) 0&V j 1 I �NOF�1A 9$ PAVEMENT. OF THME FOUNDATIONRON SHALL NSPECTIONBE IN PLACE AND SHALL ET THE TIME j J w O O I / _ — — — p DAVIT MAINTAINED UNTIL THE PERMANENT DRIVEWAY SURFACE IS O-j ` O C. UN CONSTRUCTED. ALL SOILS, VEGETATION AND =Q C. N THULINmI CONSTRUCION DEBRIS FROM THIS PROJECT SHALL BE //���� o w TOWN OF MASHPEE 40 0 20 40 80 1615HULIN m� O N0.39403 �n CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. 0) _ 0.29978 -+ J PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND CIVIL O y LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER IN FEET ) D{STEQ� L9N SUR � GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE SITE IS 1 inch = 40 ft. ACHIEVED. 05-016 SHEET 1 OF 2 l 75' ( � LENGTH)-. a DISTRIBUTION BOX 4 HIGH CAPACITY INFILTRAT�O S 75' 3.5' STONE AROUND AND 14" STONE UNDER Q_ N 0 1500 GALLON SEPTIC TANK O 04 LiJ 00 w co c pJ cn O Z = 00 INSPECTION PORT HIGH CAPACITY H-20 INFILTRATOR CHAMBER o 33.6' J N v MOUND FOR PROPER DRAINAGE ESTABLISH VEGETATIVE COVER 24 g D U) �n 'T' � w - 6" MIN.. NON-TRAFFIC AREAS P 32 W U ¢ TOPSOIL IN 1/4' to 1/2" DOUBLE WASHED STONE 12" MIN., H-10 LOAD ALAS ROP O NATIVE ^ ", GSED Z O N BACKFILL 4 ^> �. - x �a� HOUSE _ ,� � x J � Z I 38ASE AGGREGATE a' >, I- 00 UNDISTURBED w 1- 00 UNDISTURBED DOUBLE WASHED aYy 3�a `' "' EARTH w Q cn EARTH STONE i O 0 N W 00 1 'a�_ =raiaxSs? z= uxP NOTE + O Lo LENGTH OF TRENCH VARIES SEE O SEPTIC SYSTEM SECTION 9•-Icr SEPTIC SYSTEM DIMENSION DETAIL INFILTRATOR TRENCH DETAIL NOT TO SCALE GENERAL NOTES SEPTIC SYSTEM DESIGN DATA 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON 6. REMOVE ALL UNSUITABLE SOIL, OeA AND B HORIZONS 1- ALL MATERIALS AND CONSTRUCTION METHODS SHALL THIS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS PRIOR FROM WITHIN FIVE FEET LATERALLY AND UNDER THE - CONFORM TO THE PROVISIONS OF THE COMMONWEALTH OF TO ANY EXCAVATION FOR THIS PROJECT WORK, THE PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH SEWAGE FLOW ESTIMATE MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR DIG SAFE (1-688-344-7233)FOR VERIFICATION OF 15.255. SOURCE UNITS GPD/UNIT QTY GPD COMMENT 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC LOCATIONS. SINGLE FAMILY RESIDENCE BEDROOM 1 110 1 3 1 330 310 CMR 15.02 (13) SYSTEM PIPING,SHALL BE 4" DIA_ SCH40 PVC SET TO THE 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS INSTALLED IN THE LOCATION SHOWN. THE LOCATIONS OF OF PIPES CARRYING SEWAGE OR SEPTIC TANK EFFLUENT PLAN IS SUBJECT TO THE INSPECTION OF THE TOWN OF TOTAL ESTIMATED PEAK DAY FLOW 330 GPD - NO GARBAGE GRINDER WELLS ON ADJACENT LOTS ARE FROM BEST AVAILABLE DATA. SHALL BE 1/8TH INCH PER FOOT IF NOT OTHERWISE NOTED. BARNSTABLE HEALTH DEPARTMENT AND THE DESIGN THE PROPOSED SEPTIC SYSTEM IS TO BE LOCATED AT LEAST Z SEPTIC TANK ENGINEER. NO PART OF THE SEPTIC SYSTEM SHALL BE 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND 150 FEET FROM EXISTING PRIVATE WATER SUPPLY WELLS. O_ DEPICTED ON THIS PLAN. THE CONTRACTOR SHALL OBTAIN A APPROVED BY THE HEALTH AGENT. THE CONTRACTOR V) TOTAL FLOW X DET. TIME = 330 GPD X 2.0 DAYS = 660 USE 1 GALLON TANK DISPOSAL WORKS CONSTRUCTION PERMIT FORM THE TOWN OF SHALL SCHEDULE INSPECTIONS AS REQUIRED. � 500 w BARNSTABLE HEALTH DEPARTMENT. - of H SOIL ABSORPTION SYSTEM V1 w CHAMBER GALLERY LEACHING AREA CAPACITY NO. LEN WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL Q D Q Z N (ft) (ft) (ft) (sf) (sf) (gpd) (gpd) (gpd) } N 1 32 9.8 2.0 167 315 124 233 357 w m OJ PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE - 0.74 BOTTOM - 0.74 ! u- o O _j w SOIL TEST DATA ¢ Y In ¢ Z O o o (n -5 � 110 DATE: 2/1/01 - 9932 TOP FO NOATION 105.0 EXCAVATOR: WRT Q a B.O.H. AGENT: GLEN HARRINGTON (BARNSTABLE) RE 3. RISER TO WI IN 6" OF FIN. GRADE 1 ENGINEER: ARNE OJALA, PE Q _ 101.75 LOCATION: TP2 Z 105 LOCATION: TP-1 O w O FIN. 3RADE = EXIST NG ELEV. DEPTH Of J H m - - ELEV. DEPTH OeA - LOAM/M. SAND Z OeA - LOAM/ M SAND 103.6 0.0 ¢ � 103.2 0.0 103.1 0.5 ¢ I- O O'r) 101.4B 100.87 4'M 103.0 0.3 B - LOAMY SAND J 1n Q_�N s-o.o2o B - LOAMY SAND d z _j O TOP E F. DEPTH 100.80 w/�y� W o o<d • a t g 100.6 3.0 �_W mw F 100 102.00 s=0Z0 `w 1 !\\\\\�; 100.2 3.0 C7 - M/C SAND & GR. w m v¢_ 99.0 4.2 C1 - M/C SAND & GR 99.3 4.3 O J UZ w I- -P- 98.9 4.3 PERC 2 MIN./IN M/C SAND w ¢1-O O so.ozo 2' LE L PIPE SECTIO LB01. E PT F. DEPTH 98.80V) N N DIS . BOX C2 - M/C SAND O Q V)¢N 4,H-20�` IIGH_CAPACITY INFILTRATORS 0 O�Q j u- 1500 GALLON W/3:5,STON AROUND AND 4" STONE>UN ER . ■: ip � N O O F SEPTIC ANK - - ''\: a>:.,= ` ci,. d 0-1 z(D¢ 95 W OUTLE TEE LIS , . � ¢ w 10" BELO 14 ELOWREPLACE.W C AN,.SAND. I �1 D w LIQUID LEVE BAFFLE / E + �." 93.6 10.0 tV O LIQUI LEVEL F j 93.2 10.0 BOTTOM _¢ 32.0' , BOTTOM NO GROUNDWATER 13.4' 1 .3 3.5 ' r ..i F ' NO GROUNDWATER 0) O= 90 r i,': -10 0 10 20 30 40 ' 50 /,�` 60 ..70 j 80 SECTION TH'RbU . SEPTIC-` SHEET o5-016 2 OF 2 xt E X I ST I NCB STORAGE s r0,152 SF (S �- 1) ..,...........o. 1�i...00.a••.uu NV cl ' r.wr•asi�et••r•ir.en EXISTING Y F SHOWROOM � 2,551 51= (5) 7FZ/ /Z�2 • O EXISTING 3 01=1=I CE S i Z 1/015 61= (5) TOTAL . 5UILDING AREAPAID H I N C K LE� fit' R O 14 D PARKING CALCUL,4TION5 CD=�111.9TI.,N( GONG I TI ON9 STOR4GE: r,152/100=0.lc3BUSINESS: 3 �02%300= 12.01sc TOTAL: 20.80 SPACES FROROSE D OFFICE 1,30ro SF (5) FR01„1 (S - 1 ) . ,r.... G . Ci .. i=�'Ofi�OSED � S�-IOUJR001�'I O 3/214 51= (5) � fi�ROfi�OS�D� 5TORAGE 4,921 S1= e O EXISTING z OFFICE TO RE1 IAIN TOTAL 5U IL D INCH AREA 9 �54 S1= 253 S1= (5) 1-1 I N C K L E 1' R O A D N PARKING CALCULATIONS me mom @SROIDOSIMP COMPITION5 STORAGE: 4,921/-i00=1.03 CA op SUSINESS: 4, 853/300= 16.11e: TOTAL: 23.14 5 ACES .. .. >•-I O" ,•_q• PO•-:p• Y ac40 u9Os0 <m °Ev`000 c5`o as L � - `� 4 d Z `I \ B`Or q'-O'Pyfool'm/raor.otubcm � S Pqurcd conrs+s dcek Picr< O S I I o •Q I - I I 1 I Drop found O• OF I I I I . - J ^•Pcurcd sc,wstc clwb 1 r I Oic i I I � h+wndwrd ssllwr I I h}wndwrd scll.v O wir,dcw � v:ndsw N _ I I I tL I 1 Ul ` rY cwm Pockch 9:2r 1 2•c I 1 O -I 71 I j � - 4—r �� I/2•'m htccl/cancrc+c I I I_ � ..p y I P Pourcd sgvrc+s:octin�. 1 - --- C N v I j I -7 ...� N_• m. � - - P"Poured c wrctc�Iwb 1 I J � 6 N m r y. -- I UP E 'c � I f___ � L H � �m o01" I I I N N S A ----------------------------- O ---------------- -------------- 1 4 OP+'rnwl fccPlwcc fqu.dwtion O u o� � N m p loo hGale: t/4 I '-O„ nm4t of : ORA WING TYPE: 9 q,-�„ Poundak{cn Plan I SHEET NUMBER: too i aL p�3E'a.=L, . ................... m �— oEot�n.3 a"E`do —I 1 TOT I I I 1 I 1 I 1 I I 1 1 r=;m�onm srlhx'Huh P l o Fwngero e l 4•o.e. 1 Z x l 0 pwnd Joic}< I I I I P v l 0 pwnd Je:ctc LQ I I I V L — I 2 z 1 0 Flecr lcists e l 4•c , '- �' � IOPlaar ioi<tce 14"e I 1 Zx10Fuor loictse I4"a.c. . — 'c' i i 4x10Pleur leis}<e I4•n.L. I x 1 f I I I I I i I ^ I 1 !' I 1 li � •Vl\ held 6'Ierklnq orcr girt hot'd bloµ.inq".1 girIT I 5T t Q LU - � I � I '- C I 2 x I o Ploor Joi.t�a 14•o.a. ! I j i 5 �- - � v 1 0 Ploar loi..}<e l 4`o.c. � S I � i 4 x 1 0 Pleo-Joictc e l 4•as. '6 Z x 1 0 Plaor Joi<tc a l 4•oL. S O 1 _ I I I I I I— jhimPsc"o LUhP loFwnger.. 1 11 _ _ __ _ _ _ _ __ _ _ —7 Q. GJGal6: (/4" _ (•_fin .___._i..-;...--L._.'.--..�. V— `> n � o ! - {III�p'IIII.i�- 11 ZXB P-f}crcel4'e. - II II 11 II _ I II Ne_`fu u iz • P xB Geilinq Joictc 14• - v+ s a L� p T __ E`nb Z ? I I II I i m — J1 I I Y I __ _ _I x l o zwa_r� i 4•c.c. I I i N I I DRAWING TYPE: First Floor frama ��aond floor Framc �\GOOF F �fA"E PLAN �aoF Frame a I a i lOGa�e: (/A•� _ ('-O�• SHFFT NUMBER: i t lY P .. .. .. n p�n a� os4Y�ann i, i 6 i ; ¢c sa`�msc3n Q 0 S �R�_as - T <n & <w R L.. Q W ZXX S x•-c.lo-v 0 S . G P.T.vacL.m., • �X L ":. _. S O I TTI A s �ITGHSN � � V 1 2'-2.X 1 1'-&. �• Ili i Fi.t-(ILY R-001-( g�der_mom s a n s _ O 41-1 1"X I I'-&" r � . � J + gndcr�enm f o a l 0 J - - ' �o.f•-ml/B•.a.51/n• \ o ;o j" P ....J- m.��.-p v. o„ mo'm o- 0 ° i LIVINGR-001"( r.m.2'-lc li0 vaQ-•m s:/n- + � n .. PEOFOOf'(•1 ° 14'-2"X 1 I _�. - ..N �.•-'n 3.. ... ... _ aim x ® } V.O.. ° v °Y ' p E I I o'u000 �p 3 ag5 =a€ 0 PLAN e 1s.2oo hGale: I /4" 1 '-O" �"o`ootao wl- e I � o q m Eat Z i a z ILc S` DRAWING TYPE: c Co Firsr Moor Plate I 9'.0• G._lm.. 9'-G 1 rs• s�•-o I,'. 1 e•-2• SHEET NUMBER: 4,-0. A L O O • 7L 4 _ • • �a. oV 3oc3Qi a^u � • � • • � � cc�no0 2 , n s TO ul �v 4 < a 2 S 0 -y L I I . I I - f I . - I o.o,o � aio. P�ECJ�00✓•j•2 I o I A I _ o pN ii .. .. }- A'ndcrt cnm P<9Y-1 Q • r.m.4/.1•dmr''nm1Y49 P-Y M U f - r X 1 '-1 O" O - ---�- m-'�As 5 f m m ero, o in _________________ _______________________ ______ ' ° 1 �-.ccccc p.n.'.1 �<cc-�p•^cl , .... m .... ....-Q n.R..O 3. < I - ----------- ------------------- -------'I .. - - <� ovoa°' ma 6JOV� s �EGON� FLOOD PL •N -1 a o° =d-`sass a Yo`°°j3o O�q =pE d1 J DRAWING TYPE: h�Gond Plaor Plan 5•-o- o•-i P 4`�' SHEET NUMBER: OO f � a soy y z 39..0o tl" y 7'- S - Gor-a-ventTM continuous ridge vent Ryp.> ..... .O. Asphd}shin�les(typ.)� / ?xB x4z ¢s e 6• o - 1 5"Fal+paper(typ.) i;!➢ "P.I 1¢ L i�xr(a I 2"Fberglass msula+'.on•�9 B(typJ 0) `O` _ 1/2"Gr7X plywood sheathing(typ.) fide /. Q �1 I� 2 xB GcU nq Joys}s e 1!o"a.c.ltypJ \ .O.2 nd.FI. late i h+. TYPical 2 xB header � .... 1 x B"HD.insula+ion ' % S - 9/4"T•tGw plywood subfloor s � . .. - Aluminum drip edge Glued i naUed(+yp.) ff O Aluminum qu+}ers to Grywells W1 H ".2 nA 2 Pine trim(+yp.) 2 x 1 O Floor joists e 1!o"a.e. 2 x I O Floor Joists e 1!o"ol. Elev. 1/2" Gon}inuous soff+vent —� --= El_,B 11/4" ~ •- B"H.D.lnsula+ion %O<+yp.l Typied 2 x 1 O header L I/2 x G mad cedar clapboard 4"T.W. Q w/white cedar shiml—-'v"T.W. 1/2"Gypsum board(+yp.) on all o+her walls(}yP•) 1/2"Gypsum board f+yP.) Ty—v housewr"P(tYP') \ 2 x 9 P�eari�y m c : m o m 9 I/2"H.�.InsUla+ion �15(ryP.l T.E4-plywood subfloor � -. f �-�-.n u. Y x I O Floor joist(E'1!o"o.L. 2 x I O F(oar Joists e-1 G"a.L. y. "' O V"I E' 2 x!o P.T.sill w/himpson 1-(A-`2%mud - -G"HD.Inside do F-21 \ -- ,.\'�.`• 4/2 x 1 O's f or girt .•., t p_ Aspb.;+foundation B"Poured Loncre}e foundation(+yp.l \ / column w/%o"x 9 0"x I'conga+e footing t ; a j x' %"Poured Loncre+e slab . s =3 3 poly vapor barrier ���•\ _ / _ `� 6.0.Faunda+ion a :`•`.� _ - -\..'',:.-:;.�: ';.:, \-;- •.ti '., t:'ti.:.IN. 4 `'•�. i Elev.-�'-�" to-.f oo r 1l0"x I'PauredconGra+a footing(+y .) • \E \ \\ti\ -�\••\`�•••�'-;-:•.-�;;�.;��`,.w`:•;`;'•`;;�:`;:.��\.\`;\ .w��`ti•\\•`..��,�:.k��.'ti.\'w .\.\:�:�\��k�:•.,:,';-\,� .\ �\ � - a > ce u V DRAYVIN6 TYPE: 1'Juildinq he`.tion"h" SHEET NUMBER: - �400 O`E�cmga^of„ aap aos" v • � Q cEoq � �' ao�tsam^qa S m' �a3EtR° <Ila nn�mo=fob F f Q Z u Guru °1 p�I E n � z o �5� o32oa3 F FM LLLJ FT i 0 / Q 00 °o s d `�T iJ I I I I I 1 r-------- ----------------------------i--------- ------------------------------------------------------------ i L------ ---------------- ----------J -----------------------------------------------------i O --------------- v LU f <\ loo, n . c : n .. # 1 c J <E S p. L mo I U O 4 O 00 u�� y p ' I I I 1 L1\ L, L_ I _ _`mod J• I U~V1 tti J i I I I I I I r______________________________________________�____________�l :----------L---------------- ____-- ------- DRAWING TYPE: L___________------\___________________I__________1___________-_1 '\ Elevai'ions LEFT eL��/>a.-riON F-EAr- As00 ojOale: f/4" = 1 '-O" - SHEET NUMBER: ...- .. r---------- _ y- 1 I oo I I Q 7 ° Sc -msj n9 .... .. � I I I � --------- J�J L---------- 1 < -------------------------- sp I -_____________. I___________ __I --------------------- __ 1 uP I � I � 1 Q QV Glothc<drycr euHct I I i I —rfeec mounted pull alum fxturc I I GR ouplax eri o H.+20.E µ�.. I 1 1 1 O I 1 I I aimokc dctcoter d I I 1 I /''�� Q �F G Ouplca}.capF.Nc Oulet -` \7 f---IEA 1___1 f___1 1 1 `J Wcll._yvl4ght v 11�.1 . - I ------�'—�-1--'--�---1--'t' ---��---�—"—r—''1-'-------— 1 � �C- R.ngc auNet d Z ___1 f I I (Ix•cw F.Flon nwY vwry.l _- 1 1 - ' 1 I - _ 1 I S3 rhrccv..y�vrtxh 09 S O �I I -- - _.- � I relepFonc I I 1 I r i i 1 I cicm;<Ion AiNct UP ... i 1 J ' ____ _______________________ . nt __________________________________________________ �� POUh(I7TIOh( ELEGT�IGL PLAN U � tY il. pl : o- o Q G `' \� � � 1 4EO41- XO1S•120" u O =o L .It hG : I � 1 � S _ OSS ST--------------- _____________ r `l G ✓ & O LIJINGR-oorl _ _- ��O(=OOF(•I 19'-2"X 11._�.. I.. Iy cvmo-=°a=� C-) 0°j 3 p 3 \\ I� III m m ' io $S S3 aT�V a i 111 O I � J ... ...... 'G hEGONt7 FLOOD ELEGT�IG�.L PLAN •.�Ala0��6, ! /4" _ ! '-O" DRAINING TYPE: i�l�'Gff iL al�lanb Pc..t lyht /� FI��T FLOOD ELEGTF--iGAL PLAN SHEET NUMBER: • — �a` -a3°`3QAoo . I I P.T.Deck Z 2 3a O O ' � I<a p lock<P.ce h.e. Op Y L; 4- 2 X WT . .. _____________ E S o ----- ----i 6Ev�00i'{•I 14 2"x I I -!o" x l up ea --------------- - 0 ____ __-___-___ I I uP I I 1 I 1 I I I � olroct Bent Y<furn,.ae i � . i � Oiwh vent Y<�^.ter he.tw i I /� O I I I I J I , i I I - I 1 �'1 A� goo/ hcale: i/4" = f'-O,• I I I 1 - 1 I I I 1 I _._._ -a—L_.-. t..t.. ._.-._.._.-1-. C m _ m'V-mq I I I I I c.yV._F o 1 I I I 1 !C ... } U E I 1 UP m i 1 I I C a p a i1-------------------------- ----- ---------------------- Po�Nr� f-�oN PL�t�1��NG Pl- N I _ liE��O� (•2 I A700 I I 9'-LL 2"X I°i'-1 O" '"u6L�j� L H m- I � <A YO°oc3p t ----__--------------------- iE I I O^m3I- t(1 a 0 _; J _ ___ _. _ __._ _ _.._________________._______i DRA WING TYPE: FL-ooF- PLUr"tt�t:)ING PLAN Piumb4nq/HcaYingPlan SHEET NUMBER: A700 TOP FNDN. AT EL. 105.0 ACCESS COVER TO WITHIN 6" OF FIN. GRADE LEGEND ACCESS COVER (WATERTIGHT) TO---------------- F o WITHIN 6" OF FIN. GRADE ® PROPOSED WELL SANDWICH MINIMUM .75' OF COVER OVER PRECAST 2� SLOPE REQUIRED OVER SYSTEM LOW OVER HEAD WIRES ����5 0 LONG02 0 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE &ELECTRIC CABLE T.V. POND 1 FOR FIRST 2' PROPOSED 1 ,500 / 101 .0' o GALLON SEPTIC +16.27 EXISTING CONTOUR srre iocOs EXISTING SPOT GRADE 101 .0 TANK (H- 1 ) GAS o 100.5' BAFFLE 1 77' �� 100.6' o 0 2' SIDES �- PROPOSED CONTOUR MASHPEE wear`1p X174 PROPOSED SPOT GRADE DEPTH OF FLOW = � �6" CRUSHED STONE OR MECHANICAL 2 0 o r EXISTING TREES TYP. COMPACTION. (15.221 [2]) go5�0 0 14" o�$ oo � v� ( ) BARNSTABLE TEE SIZES: RNS �$ 98.5 UTILITY POLE INLET DEPTH = 1� 3/4" TO 1 112" DOUBLE WASHED STON OUTLET DEPTH = 14' O SOIL TEST HOLE �T SEE TEST HOLE LOG(S) (7.6% SLOPE) (1% SLOPE) (1.5% SLOPE) FOUNDATION 12.3' SEPTIC TANK 4.6' D-BOX 7.0' LEACHING FACILITY 5.63' PROPOSED SEPTIC TANK Qvq� PROFILE �O T PROPOSED LEACH FIELD LOCUS MAP j'' j+I L E SCALE 1" = 2083' (NOT TO SCALE) NOT ALL SYMBOLS MAY APPEAR IN DRAWING 92.87' LOT 3 AREA = � l SF/ ASSESSORS MAP: 012 PARCEL: 006 S& _ ZONING DISTRICT: RF � �. DEPTH (IN.) TH1 ELEVATION (FT.) DEPTH (IN.) TH2 ELEVATION (FT.) YARD SETBACKS:* ® o' --0 do A 103.4 0' 0 & A 102.87 FRONT = 30' LOAM R 2 LOAM 1 SIDE = 15' 1 c 1 3 E 103.15 4 10 Y 102.54 REAR = 15' i / ® M E-_D SAN MED SAN 10 YR 472 10 YR 4/2 PLAN REF: BOOK 430 PAGE 60 5- - e 102.98 s' a 102.48 1.0-MY SAND LOAMY SAND® 36� - C1 10 YR 5 4 100 40 C1 4 FLOOD ZONE: C 10 YR 5 7� 102.29 GROUNDWATER OVERLAY DISTRICT: GP M/1' SAND & GRAVEL M/C SAND & GRAVEL 50' 2.b YR 5 6 99.23 2.5 YR 5!6 100 04 *VERIFY WITH TOWN OFFICIALS / M/ SAND CC 2& GRAVEL M/C SAND2& GRAVEL 15 YR 7/6 2.5 YR 7/6 / 129' -- - Q;t•ar) 120 92.87 % NO W, L 2 ENCOUNTERED NO WATER ENCuUNTERt.D BENCHMARK - STAKE & TACK ELEVATION = 98.90 O LOT 1 solt. ;LASS: I so1L CLASS: I O / AR = 43634 SF 1.00 AC PERC RATE: <2 MIN./INCH PERC RATE: <2 MIN./INCH BOTTOM PERC: 52" BOTTOM PERC: 52" NOTES: DATE: FEB 1, 2001 DATE: FEB 1, 2001 EHUNEER: ARNE OJALA, P.E., P.L.S. ENGINEER: ARNE OJALA, P.E., P.L.S. 1 . THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON (DOWN CAPE ENGINEERING) (DOWN CAPE ENGINEERING) 1*TNt1Ss: GLEN HARRINGTON, H.D. WITNESS: GLEN HARRINGTON, H.D. THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS j Ex(FVATOR: WRT EXCAVATOR: WRT SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 / O_ TEST HOLE LOGS HOUR NOTIFICATION TO DIG SAFE (1 -888-344-7233) AND ANY e OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT 82 (NOT TO SCALE) IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. / 2. MUNICIPAL WATER IS UNAVAILABLE. 0) 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR SEA I-IC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. DESIGN FLOW: 3_ BEDROOMS ( 1 10 GPD) = 330 GPD 4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PROPOSE 56.6' U_ E. A 330 GPD DESIGN FLOW 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H 10. LONG ,}i2,�0 SErTIC TANK: 330 GPD ( 2 ) = 660 6. PIPE JOINTS TO BE MADE WATERTIGHT. p rF �� ,- -- -- 7. WATER TEST D-BOX FOR LEVELNESS. cs sll N LINE SB U. I. A GALLON SEPTIC TANK � �nil iO4 � c_ 1500 8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 103 LEeCHING: USED FOR LOT LINE STAKING. SDES: 2(30 + 9.83)2 (.74) = 118 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4' PVC. O 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 30 x 9.83 (.74) = 218 BO TOM: INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TG'AL: 454 S.F. 336 GPD FROM BOARD OF HEALTH. US:- (4) H-20 HIGH CAPACITY INFILTRATORS WITH 1 1 . NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER PROPOSED SYSTEM, 3.5' STONE AT SIDES, 2.5' AT ENDS AND 14" UNDER 12. VERTICAL DATUM APPROXIMATED FROM QUAD 1'NE SIGN OQ 22.3 1 TITLE 5 SITE PLAN off 508-362- 541 °F WAK EBY ROAD fox 508 362-9880 880 IN THE TOWN OF: X down cape engineering, Inc. - ( MARSTONS MILLS) BARNSTABLE F CIVIL ENGINEERS PREPARED FOR: rr- ' ARNEE SITE PLAN LAND SURVEYORSHOUSING ASSISTANCE CORPORATION H �y vP I.q\q m � ARNESCALE: 1" - 40' L " f-.'1� 939 main st. yarmouth, ma 02675 40 0 40 80 120 Feet o No.30792 y OJALA R TER�� �Q o y�r26R 4 BOARD OF HEALTH �HAI EN�� �1'r F �. e ,7 FEBRUARY 7, 2001 a 00 MA SCALE: 1" = 40' DATE: U I -00 I -L I ARNC I I.-'NACA, P E, PL-i DATE APPROVFP PATE y.� -Z •»>" - , s . /Jy ,�yFwfyct!ess•'`v ,r••^""...e.---^7` jrr' ',r`.• },:''-� .t/ / r '►1 f�.. � .,-..'^ _ r• . \"' '''CGS � ,'''' '`f ' .. s a r ir - e)�, a f y R� III 'pl p \ t I " V - �» �'�c/�z�41jc �t��i..,lt�i^ ��C2.�1tT �t...6�t•� ,.5US-�f28 �"l�� SCALE: APPROVED BY: DRAWN BY tl DATE: REVISED ' DRAWING NUMBER _ -- _ -- I