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HomeMy WebLinkAbout0303 MAPLE STREET - Health 303 Maple Street 131 -010 West Barnstable " 4 i� No. 4210 1/3 BLU {000 ® o o O ENVIROTECH LABORATORIES,INC. MA CERT.NO.:M-MA 063 8,jan Sebastian Dr- Unit#12 _ Sandwich, MA 02963 (908)888-6460 1-800-339-6460 FAX(908)888-6446 CLIENT: Ed Morgan LOCATION: 303 Maple St. ADDRESS: 68 Joyce-Anne Rd. W. Barnstable, MA . Centerville, MA 02632 COLLECTED BY: Ed Meehan SAMPLE DATE: 8/16/2005 SAMPLE TIME: NA WATER SAMPLE TYPE: New Well DATE RECEIVED: 8/16/2005 LAB I.D. #: 0508440 ' 4 WELL SPECS.: 537 28' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 8/16/2005 pH pH units 6.5-8.5 6.43 4500 H+ 8/16/2005 Conductance umhos/cm 500 78 120.1 8/16/2005 Nitrate-N mg/L 10.0 0.05 300.0 8/16/2005 Nitrite-N mg/L 1.00 <0.004 300.0 8/16/2005 Sodium mg/L 20.0 6.8 200.7 8/17/2005 Iron mg/L 0.3 <0.1 200.7 8/17/2005 Manganese mg/L 0.05 <0.008 200.7 8/17/2005 COMMENTS: pH is below recommended limit and may have corrosive characteristics. WATER TWEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. 1 <= Less than > =Greater than TNTC=Too numerous to count y Date d lb AL or j - t TOWN OF§ARNSTABLE LOCATION O �� SEWAGE #OW5 % VILLAGE IXJ, —ASSESSOR'S MAP & LOT %�l— INSTALLER'S NAME&PHONE NO. ,l SEPTIC TANK CAPACITY ®�� ✓ LEACHING FACILITY: (type) 1!: (size) 0740 O��® NO.OF BEDROOMS/ BUILDER OR OWNER PERMIT DATE: S" it�� 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 b AWKIIAgil �933 /�31 , d No. —� / _c -� VAWN'� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes " PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppYication for ]OWpozar *pftem Construction Permit Application for a Permit to Construct( _ )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3 03 miner's Name,Add i s d Tel. Assessor's Map/Parcel 1.31 �0/ 7 ` SS Installer's Name,Address,an Tel.No. Designer's Name,Address and Tel.No. ��- 0& 4fz B" O ee 1t4 y Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 0 Design.Flow X Z o gallons per day. Calculated daily flow_��� 4 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 1 Nature of Repairs or Alterations(Answer when applicable) ��s' 1T dew Date last inspected: Agreement: The undersigned agre s to a sure ns an and maintenance of the afore described on-site sewage disposal system in accordance with,the provisi itle 5 of e n onmental Code and not to place the system in operation until a Certifi- cate of Compliance has bee issu 1 th. / Signe P 17 Date s Application Approved by Date Application Disapproved for the following reason Permit No. 145 Date Issued VA W06i� No. ' / Fee r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 010pYicatiou for 0i.5po5af *pgtem Cougtruction Permit Application for a Permit to Construct( . )Repair(" )Upgrade( )Abandon'( ) El Complete System ❑Individual Components Location Address or Lot No. Z03 IT Oneeri'�s N e,Add s and Tel. Assessor'sMapTarcel i Installer's ame,Address,ano Tel.No. Designer's Name,Add less and Tel No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures // _ /_ 0 � Design.Flow 'to 3 3� x gallons per day. Calculated daily flow l0 1h -gallons. Plan Date d Number of sheets Revision Date ; Title r Size of Septic Tank I Soo Type of S.A.S. POME 1 Description of Soil (r. m l.. Nature of Repairs or Alterations(Answer when applicable) 1 ry 1( 0 e ui -5,q Date last inspected: Agreement: The undersigned a ees to e con `str.It' n and maintenance of the--afore described on-site sewage disposal system g � � g P Y in accordance with,the provisionst itle`5 ofithelEn i4onmental Code and not to place the system in operation until a Certifi- cate of Compliance has bee issu d y this-B/oar.10 e th. _ Signi �'^�� Date -S k Application Approved by Date 0 Application Disapproved for the following reaso on Permit No. 4� Date Issued THE COMMONWEALTH OF MASSACHUSETTS -- BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERT that the On-site Sewage Disposal System Constructed ( )Repaired ( )Upgraded( ) Abandoned( )by at 0 z5k. L,) has e� constructed in accordance with the provisions f Title 5 anAhe for Disposal System Construction Permit N . dated i h'�9 �i Installer Designer 0 If N, The issuance o this permit shall not be construed as a guarantee that the s 7-teNQ ctp ion askesigned. Date Inspector — z—— ———————————————— --- No. /g Fee v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migoof *pztem on5tructiou Permit Permission is hereby �ttnConstruct( Re air( pgrade.( Aba do � 7 System located at � �J M �/ �G? and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to counply with Title 5 and the following local provisions or special conditions. Provided:Constru lion in be completed within three years of the date of this perms 0 0,5 Date:_----_� Approved by _ DEC.25.2006 3:04PPI BENNETT & OREI.LL`i' — -- - -- 40.E-5 —4'e2 - -�- Town of Barnstable Regulatory Services ThDmas lr.Geiler,Director ,e a Public Health Division Thowas McKean.,Ditjector 200 Main Street,Uyaoais,&?A 076@A O:tfico; 508.862.4644 Fax; 50&.790-$304 l<Ilstuller�D@Ritr�Cr eatf�iea 4rs�.�o �� Date: _ 12/14/06 Sewage Permit# 2005-218 —A&wssor,s lbdap`p rcej 131/10 Designer: Bennett & (P ally _ssa�rw_ Instatter, R. H, Colmtructj:ori•] Address; 1573 Mlk t et ess: � _ JIB/ Brew8ter, MA 02631 — - ��� c�� On 6/17/05 R. 8. H. Construction _ Was issued a perm t to install a (date) (installer) septic system at3-03_LlaRle Street . based on a deiigu drawn.by (address) � � C t dated (desigrt�x) I certify that tb.6 septic systeni.referenced above -vas h-latalled substut'ia.y according to the dasign, vrhich =y include minor apprn-ved ch aoge.s such as latex�a.l Telocation of the dastributi®n boxand/or septic tank (As-Built frm engkiaer enclosed) I certify that the septic system referenced above was ;installed with major charges (i.e, greater tlxan l0'lateral relocation of the SAS or atty vemica.l relowation of my component of tb.e sep'o e� tern)tint in accordaticc with State .T_ocW lie atioi . Plan revision or Ce 'fled a -b t by designer to follow, �� JOHN M. IT (Ins ller' Si tore) �CVt1,Y `y NO.woo e8i is mature) ff (t tix Design,r s Stamp Here)Tow w � �t��p�y q �q �y �g rgpyy � P M �' 1IVIa � C tin lri�ta�l�L\4E V4�lil� 5:11 9�i R67r9 YJ :eCO AMPEXPAX-TI AnOL ta���d ua�t c�h Q:HoaltWSmptieVeeiansr COWEgdtion Form 3.2&04.doc DEC.15.^c00B 3:04PII l BENNETT z: ORE T.LLY NC.E55 P.:3 41 I OOC Gallon Pump Chamt-w 1500 Gallon 5eptic Tank ° 40 W, 5 I DrE, Ian�r Thri��t ry. 1 'f Table of'Distances A 1 23' 51 44' 86 50,C,' C9 501 A2 38' B2 51' 57451 C�.7 24,55' A3 20' 153 1 4) W 32' ca 23.5' A435' 8430 593I4' C;327' � 0 A5 25' 85 20' .� 51TE PLAN SCALE I''=20 AS-5UILT PLOT PLAN 5dQWlNG 5ffnC 5Y5TEM ON LOT I , PLAN BOOK 178 PAGE 43 Table of Elevations A55E550K51 MAP 131 PARCEL C 10 Septic Tank 80 below grade 303 MAPLE 5TREFT, WE5T 13ARN5TA3LE, MA Pump Chamber 3C"belcw grace 1`2WARED rOK D-fox 9" below grade Leach field 10-15"belmv grade MR. DOUGLA 7 CARROLL En , hViromenul & Sury as Sorvico1 BEN NETT �El�,$�"Y, INC. 1573 Main Suet, Bre�vMr, 02631 (508)896a66a�0 Douglas A. Carroll Elisabeth P. Gruet 17055 16th Avenue SW Normandy Park,WA. 98166 (206)396-2602 February 14, 2005 Town of Barnstable Board of Health 200 Main Street Hyannis, MA. 02601 Re: Variance Request Authorization of Representation by Matthew T. Farrell,Bennett& O'Reilly, Inc. Dear Board of Health: Please allow Matthew T. Farrell of Bennett & O'Reilly, Inc., to represent our interest at 303 Maple Street, West Barnstable, Ma. 02668. Mr. Farrell is engineering our compliance with Title Five and assisting us in better developing our subject property for the best interests of public and private.health and safety. .•. .°`1;3;rs3{:,J'A � ''L7.[.Gl�' l�Ci��;G�+ .4 U. G� l`:' �'"' Should there be any questions or concerns, please do not hesitate to call us at the above listed number. Sincerely, C= Douglas A. Carroll N Son of Elisabeth P. Gruet w ... N Elisabeth P. Gruet Owner "3Cf1iCi(fjGfG f)E JIJ�� df c;,'. oL C(}I.cGL i2' lfGuw qo uoG-FG81r.a,,G fo G9l i :i2 of q I G EFPOAG Cc: Matthew T. Farrell, Bennett & O'Reilly, Inc. file sn ' 1 s _-j ,, �tME DATE: - p !' r5 3 t^ �O FEE': • tARNS'rABLE< • 9 MASS. 039•��� REC. .BY Town of Barnstable -- -- -� SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,KS. FAX: 508-790-6304 Sumner Kaufman,M.S.P41. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 303 Maple Street, West Barnstable, MA Assessor's Map and Parcel Number: 131/010 Size of Lot: 43,680SF Wetlands Within 300 Ft. Yes X Business Name:_ NSA No Subdivision Name: Matthew T. carrell EIT APPLICANT'S NAME: Berlrlptt 9 Fk�-1l� �nC Phone 5(Qj—�QFj�j610 Did the owner of the property authorize you to represent him or her? Yes _y No PROPERTY OWNER'S NAME CONTACT PERSON Name: Elizabeth Gruet Name: Douglas Carroll c/o Douglas Carroll Address: 17055 16th Avenue SW Address: 17055 16th Avenue SW — Seattle, WA-98166 Seattle, WA 98166 Phone: 206-431-4970 Phone: 206-431-4970 VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space neede d) S€€ 4ttaclaiad See AttQ_QhQd rl ' Z NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System 0 Checklist (to be completed by office staff-person receiving variance request application) f Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C 010 ENNET T A O'REILLY, Inc. Engineering, Environmental & Surveying Services ., 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax TO: Barnstable Board of Health Job#4193 RE: Mr. Douglas Carroll, 303 Maple Street, West Barnstable DATE: February 10, 2005 Variances: Town of Barnstable Sanitary Regulations: 1. Proposed Soil Absorption System (SAS)not 150' from Well on Parcel 10 (Locus) 115' Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location 2. Proposed SAS not 150' from Well on Parcel 2 137'Proposed 13'Variance Requested Requesting Variances due to Wetland and proposed Well location. 3. Proposed SAS not 150' from Well on Parcel 11 116'Proposed 34'Variance Requested Requesting Variances due to Wetland and proposed Well location. 4. Proposed Well not 150' from SAS on Parcel 10 (Locus) 115'Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location 11W MAPIn 049 #33 028 #10 109 I I k / (ST6�,001 32 Or3 02 95 0211 / ' \ 0402 02 � •230 - MAP 1322 �� / - - - \ 0 _ `.MAP • \ 0 II /430 �NP I / 010 / �wai3l I#3a3 0 31 �-•.. 009 131 \ #321 \ MAP 131 0#3- 001 v /{ ` ' #390 012, 3 ••#320 1 / MAP + 0TV002 MAY - #9 MAP t } t'• 01v311 01$ n�p #n +/ #330;Z O#T07 H 11_ MAP 131 PARCEL 010SCALE.. 1 -200' w r DIRECT ABUTTERS s *NOTE: I'lanimetrics,topography,and **NOTE: The parcel lines are only graphic representations DATA SOURCES: i'lanimetrics(man-made features)were interpreted from 1995 aerial photographs by The James vegetation were mapped to meet National of property boundaries. They are not true locations,and W.Sewall Company. Topography and vegetation were interpreted from 1989 aerial photographs by GEOD Map Accuracy Standards at a scale of do not represent actual relationships to physical objects Corporation. Plonimetrics,topography,and vegetation were mapped to meet National Map Accuracy Standards on the map. at a scale of 1"=100'. Parcel lines were digitized from FY2004 Town of Barnstable Assessor's tax maps. Parcels Directly Abutting Map 131 Parcel 010 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 1/30/2005 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 131001001 �LABOVITZ,ANDREW %LABOVITZ,PATRICIA A 31 LONG DR WESTBORO MA �11111 USA 131009 BODOR,LESLIE M P O BOX 591 W BARNSTABLE 1A �02668 USA 131011 WARREN,CALEB& PATRICIA WARREN 292 MAPLE ST W BARNSTABLE MA 02668 USA 132001 ROSS,DAVID M&DIANE F TR CAPE COD CRANBERRY RLTY TR �60 WIDGEON NSTABLE MA �02668 USA WAY 132002 POLA,KIM E PO BOX 525 W BARNSTABLE MA �02668 USA Monday,January 31,2005 Page 1 of I Date February 10, 2005 131009 BODOR,LESLIE M P O BOX 591 W BARNSTABLE MA 02668 Dear Abutter I am writing to inform you of our request for variances from the State Environmental Code Title V, and from local Board of Health Regulations in regards to our new septic system which will be installed at 303 Maple Street, W. Barnstable We are requesting a variance from SEE ATTACHED The Board of Health meeting will be held on Tuesday _March 1 , 2005 , at 7:00 p.m., or as soon thereafter as practicable at the Second Floor Conference Room, New Town Hall, 367 Main Street, Hyannis, MA. The letter is to serve as an official notification to abuttor(s). Since ours, Name Matthew Farrell 5 Bennett & O'Reilly, Inc. Signing as Applicant for Douglas, Carrol:l Q:heai thhvp fi Ieslabbutor jr 2 . BENNETT Al O'REILLY Inc. �irYl Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Q Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court = 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax TO: Barnstable Board of Health Job#4193 RE: Mr. Douglas Carroll, 303 Maple Street, West Barnstable DATE: February 10,2005 Variances: Town of Barnstable-Sanitary Regulations: 1: Proposed Soil Absorption System(SAS)not 150'from Well on Parcel 10 (Locus) 115'Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location 2. Proposed SAS not 150'from Well on Parcel 2 137'Proposed 13'Variance Requested Requesting Variances due to Wetland and proposed Well location. 3. Proposed SAS not 150' from Well on Parcel 11 116'Proposed 34'Variance Requested Requesting Variances due to Wetland and proposed Well location. 4. Proposed Well not 150'from SAS on Parcel 10 (Locus) 115'Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location Date February 10, 2005 131007001 LABOVITZ,ANDREW, %LABOVITZ,PATRICIA A 31 LONG DR — WESTBORO MA 01581 — Dear. Abutter I am writing to inform you of our request for variances from the State Environmental Code Title V, and from local Board of Health Regulations in regards to our new septic system which will be installed at 303 Maple Street, W Barnstable We are requesting a variance from SEE ATTACHED The Board of Health meeting will be held on Tuesday March 1 i 2005 , at 7:00 p.m., or as soon thereafter as practicable at the Second Floor Conference Room, New Town Hall, 367 Main Street, Hyannis, M.A. The letter is to serve as an official notification to abuttor(s). since s . Name Matthew T. F rrell Bennett & O'Reilly, Inc. Signing as Applicant for Douglas Carroll Q:heal thlwp fi leslab b utor 'REILLY Inc.BENNETT A 0Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667Brewster,MA 02631 Site Development Hydrogeologic Survey Subdivision Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax TO: Barnstable Board of Health Job#4193 RE: Mr. Douglas Carroll, 303 Maple Street, West Barnstable DATE: February 10,2005 Variances: Town of Barnstable Sanitary Regulations: 1: Proposed Soil Absorption System(SAS)not 150' from Well on Parcel 10 (Locus) 115'Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location 2. Proposed SAS not 150' from Well on Parcel 2 137'Proposed 13'Variance Requested Requesting Variances due to Wetland and proposed Well location. 3. Proposed SAS not 150'from Well on Parcel 11 116'Proposed 34'Variance Requested Requesting Variances due to Wetland and proposed Well location. 4. Proposed Well not 150'from SAS on Parcel 10 (Locus) 115'Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location I Date . February 10, 2005 . 132002 POLA,KIM E _ PO BOX 525 W BARNSTABLE MA' 02668 Dear Abutter I am writing to inform you of our request for variances from the State Environmental Code Title V, and from local Board of Health Regulations in regards to our new septic system which will be installed at 303 Maple Street, W. Barnstable We are requesting a variance from SEE ATTACHED The Board of Health meeting will be held on Tuesday March 1 2005 , at 7:00 p.m., or as soon thereafter as practicable at the Second Floor Conference Room, New Town Hall, 367 Main Street,Hyannis,M.A. The letter is to serve as an official notification to abuttor(s). �i ours, Name Matthew T. Farrell } Bennett & O'Reilly, Inc. Signing as Applicant for Douglas Carroll Q:heaUV,Yp fi Ies\abbutor BENNETT AT O'REILt:�Y , Inc. Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Q Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax TO: Barnstable Board of Health Job#4193 RE: Mr. Douglas Carroll, 303 Maple Street, West Barnstable DATE: February 10, 2005 Variances: Town of Barnstable_Sanitary Regulations: 1: Proposed Soil Absorption System(SAS)not 150' from Well on Parcel 10 (Locus) 115'Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location 2. Proposed SAS not 150' from Well on Parcel 2 137'Proposed 13'Variance Requested Requesting Variances due to Wetland and proposed Well location. 3. Proposed SAS not 150' from Well on Parcel 11 116'Proposed 34'Variance Requested Requesting Variances due to Wetland and proposed Well location. 4. Proposed Well not 150' from SAS on Parcel 10 (Locus) 115'Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location 4 - a • Date February 10, 2005 . 131011 WARREN,CALEB& PATRICIA WARREN 292 MAPLE ST W BARNSTABLE MA 02668 Dear Abutter I am writing to inform you of our request for variances from the State Environmental Code Title V, and from local Board of Health Regulations in regards to our new septic system which will be installed at 303 Maple Street, W. Barnstable We are requesting a variance from SEE ATTACHED The Board of Health meeting will .be held on Tuesday March 1 , 2005 at 7:00 p.m., or as soon thereafter as practicable at the Second Floor Conference Room, New Town Hall, 367 Main Street,Hyannis,MA. The letter is to serve as an official notification to abutto*). Since ours, ame Matthew T. Farrell Bennett & O'Reilly, Inc. Signing as Applicant for Douglas Carroll Q:health\,,vp fi les\abbutor BENNETTA O'REILLY, Inc. Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 ® Brewster,MA 02631 Site Development Hydrogeologic Survey Subdivision Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax TO: Barnstable Board of Health Job#4193 RE: Mr. Douglas Carroll, 303 Maple Street, West Barnstable DATE: February 10, 2005 Variances: Town of Barnstable Sanitary Regulations: 1: Proposed Soil Absorption System(SAS)not 150' from Well on Parcel 10 (Locus) 115'Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location 2. Proposed SAS not 150' from Well on Parcel 2 137'Proposed 13'Variance Requested Requesting Variances due to Wetland and proposed Well location. 3. Proposed SAS not 150'from Well on Parcel 11 116'Proposed 34'Variance Requested Requesting Variances due to Wetland and proposed Well location. 4. Proposed Well not 150' from SAS on Parcel 10(Locus) 115'Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location Date February 10, 2005 132001 ROSS, DAVID M&DIANE F TR CAPE COD CRANBERRY RLTY TR 60 WIDGEON WAY W BARNSTABLE MA 02668 Dear Abutter I am writing to inform you of our request for variances from the State Environmental Code Title V, and from local Board of Health Regulations in regards to our new septic system which will be installed at 303 Maple Street, W. Barnstable We are requesting a variance from SEE ATTACHED The Board of Health meeting will be held on Tuesday. March 1 , 2009 , at 7:00 p.m., or as soon thereafter as practicable at the Second Floor Conference Room, New Town Hall, 367 Main Street, Hyannis, M.A. The letter is to serve as an official notification to abutto*). Sincere y ours, f . Name Matthew T. Farrell } Bennett & O'Reilly,. Inc. Signing as Applicant for Douglas Carroll Q:heal tM,xp fi Ies\abbutor s . BENNETT Al 05REILLY. Inc. Engineering, Environmental & Surveying Services _ 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax TO: Barnstable Board of Health Job#4193 RE: Mr. Douglas Carroll, 303 Maple Street, West Barnstable DATE: February 10, 2005 Variances: Town of Barnstable.Sanitary Regulations: 1: Proposed Soil Absorption System(SAS)not 150'from Well on Parcel 10 (Locus) 115'Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location 2. Proposed SAS not 150'from Well on Parcel 2 137'Proposed 13'Variance Requested Requesting Variances due to Wetland and proposed Well location. 3. Proposed SAS not 150'from Well on Parcel 11 116'Proposed 34'Variance Requested Requesting Variances due to Wetland and proposed Well location. 4. Proposed Well not 150'from SAS on Parcel 10 (Locus) 115'Proposed 35'Variance Requested Requesting Variances due to Wetland and proposed Well location • C CARR0 LL RLiaR .. It RW JL4 ox 4 mas PRUAWN PROJECT SPEDf F/CATIONS DbWW SIALVAN,AA ARL'IYIECT . 'Ills CONRPACT 11OOIENIS FOR Th/9 PROJEI;i RLALl.C CYrfSINOCTIQY CONOtAGT A.D INGSE sPEOFlu11IOYS A ORSIRIJOYM MARI PWA7ED BY FRAM suAA NCRE ALL MAWM PIANS AM'OTM M:AWATM E Y AOBeaB3D BY MOM"..= AND ANv 1 LLRrDK C7O1eA0 I.FEE FOf DWOM AND aM W POBAT BY COWM IgS'PMT AM ARmIms AIC BY CMIIRACIar. 2 OECIgO,iCiROlNpr QLCBOC PpIFR.wk BE PRC CMKRNICBGY.WINE LCNIWCIMf. AAD VR/wAE4 A9 RED D FM D.i.OU Om I WALL PAY mE MY OF SAW. 27-V OOgSA.SAMTMBWOBCN.W PROWE A PORTABLE TOLEi rACL11Y M AI S.WTMW PRMXV RA/FR REONIF]R 7 FIXBfE LDIISIBWI a FEAu aEAN tW ro wauDEnEAI,w.. 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Way M OCOM FOR IMS LOMXK AM W LREr TOM mIIED MM RRMAW ERSTAM ®7a a1Wa a Arw ebd FCRIN Br A9MME RL1aD OIiRY war L MWWAI M NI RLAL W Low MONK OACIOMW rM iM Mf1E RWAB PROWW A C 1e06C0 a PAa PI16 7w FW TIRE 1Durms TO BE 1tEWE1rD BY DfE C d•-C' fMALLA11dl Or 1NE WHOM sMM 'p PASSAE 6Ei 2 Now�ANC RNT'T16 HEAIMO S/TTDN CMAOf1'AM r•B I C ARRO"LL ®7_0'x e•-r PAn AM 0WUA?#W me aADMs usD)w Rc Ma Maple ` a +� BRa6LD a PAML PA,c � OSTATENENi. 303 Maple Street BfPASS BOaV4 ND AN.NAL'IILr.1IB 9tSIEM.IS PL4WW FOR DO - eADsrn a rAMi FBE PRN 5L7 rm OROR MR1B(r sv enwm s PwRi Pffc 1 J/fl'tb/M.OOOe j SWIVANL e.LA. ["] New First Floor Plan CHIKmF.w m P.mT � ��4 V-o. C.ARROLL �' 5 303 Maple Street •T W 07e53 Pk 6oe M-Ceal QEYATLa1S e1N'N/AOI EASRN FINE AOOQ >ms_ALfarffa fesmfm West Barnstable, MA V r--------------------------------------------f 1 I I I - 1 1 I I I 1 1 I I . 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"moW-mw Ea ovmum a U71UTr +r-a r +air i w r sc7rsav N LzA �EX1sflna F1rafi Floor P/anFTrafi Floor Plan SCMiicT "',,,, o: or oot. zoof — scw�s t/+s- •. �•..o- C A,RRO I+I. ;n �moo► _................................................... 303 Maple Street West Barnstable. MA ' Q—1 n 7 M BATHROOMS I� • -BEDROOM 11 HE3 I b xaar mw BEDROOM: h tY-o t BEDROOM {! WRY H �I ./ tIEC>FJlN2 N tj i� One Car Ccroy e ham` Z I I I I I I / / FORREE MMIIS� �g� R�V'IEW ONLY 3utaravnx, ara Existing Seconai Floor Plan IR11EC - aroma 4' as'of oaa soo4 - saa« �/b- C ARRO LL Tw w OTIea p ep��pppy °'-'��°°,^ 303- Maple- Street...—.._.___._ West Barnstable, MA 0-2 --..__._. _... ..........................................................._............_..........._.. ..e _........................... Page 1 of 1 Matt Farrell From: Carroll, Douglas <Carroll.D@portseattle.org> To: "Matt Farrell" <mfarrell@bennett-oreillY.com> Cc: "Francis Sullivan"<fasaia@yahoo.com> Sent: Wednesday, February 09, 2005 4:46 PM Subject: RE: Conservation and Board of Health Matt: Great news! Now I just need a list of species... I will draft the letter and send to you tomorrow. Congratulations and thank you! Doug -----Original Message----- From: Matt Farrell [mailto:mfarrell@bennett-oreilly.com] Sent: Wednesday, February 09, 2005 1:31 PM To: Carroll, Douglas Subject: Conservation a-id Board of Health Hello Doug Your project was approved by Barnstable Conservation, last night. They want us to improve the Mitigation planting area by adding more species and getting approval by the agent Rob Gatewood, and you will have a green light from them. We are filing with the Board of health this Friday and they require a letter signed by you stating that you have authorized me, Matthew T. Farrell, Bennett&O'Reilly, Inc., PO Box 1667, Brewster, MA 02631, to represent you on the Variance request. The variances are to The Barnstable Board of Health (local) Regulations and are listed on the site plan. The letter can be addressed and sent to the board at the following address: Town of Barnstable, Board of Health, 200 Main Street, Hyannis, MA 02601. Could you email a draft so I could read it and submit it with the filing and send an original signed by you to the Board W/cc to our ofce? You may want to add your moms name if she is the actual owner? Matt Farrell r 2/10/2005 Mot — +r, I: 1Lm:" �1��- ;.,(��-s�,�,d -a� „���..: ;�..�r�y��`� ��� , ��; ��,g e� fir,.• . �' � "- ����,q Ise;.� "t, ,..'�r`.r,,i..c 9�s;,...r 1"v.> °P* i?; • QG", 4, ,." ...c ,l,"•td , is,(4 u... �u,... gg Pw ;d. .... $�$ m,• .e,., ... x R..,.• &n..'tl ., pv (� " �r j,9 rx� .., ;. .s,, t.' t v $ e MCa>,,,^'r� 19 RYi?"Ya.•» "'" &w - 4^, ure e ��1 3wd iFew a: ,z+t]:ar '.:"� nY.. is, _ 5.p >. 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'.,ift� nPi ,u y�` "'dk,,.�' s s a t ! r � 3' F ps ..Town of.$',arnstab'le 1 t z� � ,;� �� ,;�� e�� ,rx�� IN �;:��-�r :^���.��t .,It A .'.,-.i "hk_: t��;..Y-� ,� ;„;� c ti FO`f3¢B N:NETT Wo_REILQb.,1NC BYIn sr :..s4Y-'� # SY."'"P•p 1 F "< y T r ct &� 3t•._ l rF1: as wx i a 3 '4 + �,,,,. { 55 ,..,.* •,.. i s '��' ,..*, n ,{i ,:,: TM. -:qt w '.ri ,a f, s#�"'...w,� ..ia1'S^ .�#1�': �t� t�k�a�if -I" r ,6�' � � 1 3„*•'L 1 �t T �--�� s �" Y s R rr i t 'i� zF �'d� ° v:'S"•,99 t4a,*`zd� )?'p.. � ro� r ''1�1 ��"'..!� 1,�.. '�41 :.. � y s 4 �' r�tt � ym, s •;b ���� ,,��� 1 �;t �,. Saz �7 Ate: &.»,� I;,. ��r 4 x r , s r_ a a e ,{ t } r` Z � 'RS 1t - p tos '�1i a m , 9 ' A°'•"�fgk :i11' Y4 t MEMO ,., GNATUREf, 4- ¢�,,,ii Car .r*" Dou las ro 1 ,ar :. ..g. t }„a7.8v"�a'�• '^jj, .�*n, I ,IFF Rr, ; C. rr,- a -t 1160170J3GH@ 1: 2L13710781: 139 400LL22,11' BENNETT & O'REILLY, INC. 17086 Town of Barnstable 2/10/2005 Date Type Reference Original Amt. Balance Due Discount-- Payment 02/10/2005 Bill #4193 85.00 85.00 85.00 Check Amount 85.00 ti�St a Y V' < Cape Cod-Five Cents Savm' Douglas Carro114193 r� +S, 1` l ro ° 5 00G y No. c__ _---------- Fee---J ------ BOARD OF HEALTH TOWN OF BARNSTABLE Application for Well Con0tructionPermit made for permit to C nstruct ( ) Alter ( ), or Repair Oan individual Well at: Application is hereby a e p h P % PP "V ocation — Address _--- Assessors Map and Parcel . `I Owner Address Installer — Driller Address Type of Building Dwelling V _ —-- — Other - Type of Building—=-------------- No. of Persons—__—_ Type of Well --- 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 Certificate of_Compliance as been issued by the Board of Health. ig -- .,1 ate Application Approved —- ----——— - date Application Disapproved for the following reasons: -------- --- -- — ------------- - ---- ----------------------------------------------------- date ` c�� -----— Permit No. W ---- Issued--- -- - -- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) 6.;— - �/' ---f ------- -------- Installer 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. --------------Dated---- ----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------- - -- Inspector—_---- —-- -- -- —-- -- t No 1 - ---��---- Fee--- - BOARD OF HEALTH TOWN OF BARNSTABLE a p i�cation �or ell Conotruction Permit Application is hereby made for a permit to Construct ( , Alter ( ), or Repair (&})an individual Well at: —3 D 'R �a lP I � J �" IN r a pr V r ' ��_-- � &6-- Location — Address Assessors Map and Parcel Owner Address Installer — Driller Address v Type of Building q Dwelling f- —r— ---------- Other - Type of Building----- --------- No. of Persons------------- --------- Type of Well ` n ►-4- —'�'L `' 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 Certificate of Compliance has been issued by the Board of Health. L S ►gn — - ----- ----- ate -- Application Approved - --- --------i— - date Application Disapproved for the following reasons: --------- .--- — r date f- -`-------- Permit No. ��'�—��--- ��� ----- Issued------�-��- date BOARD OF HEALTH TOWN OF BARNSTABLE 4 Certificate Of Compliance k. THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) y — Installer at-- - ca ,°H. p-� s - 1 - /3, 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. -----------Dated---- -------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL .SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- _----_--- --- Inspector---- — - - -- --- —------ BOARD OF HEALTH TOWN OF BARNSTABLE Yell Con5truct ion Permit No., �?`"w'_� Fee— Permission is hereby granted to Construct ( ), Alter ( ), or Repair ( an ndividual Well at: - kQ S# , Q _ ------------------------- Street as shown on the application for a Well Construction Permit No._ AGO �j C52d — Dat d-- -� --�-� _--_--- _-_ _ )44 Board of Health DATE — 6 Town of Barnstable lk Board of Health P.O.Box 534,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. March 7, 2005 Mr. Matthew Farrell Bennett & O'Reilly, Inc. Box 1667 Brewster, MA 02631 [ E WN 3Q3pl SeetEMnsfbe '.. ., :. Dear Mr. Farrell: You are granted variances, on behalf of your clients, Elizabeth Gruet and Douglas Carroll, to install an onsite sewage disposal system at 303 Maple Street, West Barnstable, Massachusetts. The variances granted are as follows: Town of Barnstable E-Code, Section 397-2: To place a soil absorption system 115 feet away from the onsite well, in lieu of the required 150 feet minimum setback. Town of Barnstable E-Code, Section 397-2: To place a soil absorption system 137 feet away from the private well at Parcel 2, in lieu of the required 150 feet minimum setback. Town of Barnstable E-Code, Section 397-2: To place a soil absorption system 116 feet away from the private well at parcel 11, in lieu of the required 150 feet minimum setback. The variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. FarrellCarrolll (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in substantial compliance with the revised plans dated March 1, 2005. (4) The designing engineer shall supervise the constriction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated March 1, 2005. The engineer shall also provide as-built plans showing the locations of the installed thrust blocks. Sinc rely, W yne iller, M.D., Chairman B and Health T n f Barnstable A FarrellCarrolll r r BENNETT & O'REILLY, IN� .. Engineering& Environmental Services LETTER OF 1573 Main Street,P.O.Box 1667 Brewster,MA 02631 TRANSMITTALPI E (508) 896-6630 'e FAX(508)896-4687 TO: DATE: JOB NU,MBE k-: Town of Barnstable 2-11-05 4193 Board of Health 367 Main Street Hyannis,MA 02601 REGARDING: Locus: 303 Maple Street,W.Barnstable,MA We are sending you: Board of Health Variance Request Douglas Carroll 17055 16th Avenue SW Seattle,WA 98166 COPIES DATE DESCRIPTION Variance Request form with Plans For review and comment: ❑ For approval: ❑ As requested:❑ For your use:❑ REMARKS: Includes: 4 Variance Request Form with Plans Abutters List Abutter Notification Floor Plans Authorization from owner Check# 17086 dated 2-10-05 in the amount of$85.00 CC: John M.O'Reilly,P.E. Douglas Carroll From: Matthew T.Farrell,EIT. Town of Barnstable P# V9 161,12L- Department of Regulatory Services Public Health Division. Date I a /v U • nenxan+nr� • i� � %6 d 200 Main Street.Hyannis MA 02601 prED PM't� Date Scheduled 1 a:z D Time I 0,9 Fee Pd. l V—0 — Soil ,Suitability Assessment for Sewage- Disposal �i Performed By: i� 'l /i Wz9-4, FfF Witnessed By: v ity. 'av,4"S' r LOCATION&GENERAL INFORMATION Owner's Name Cj Location Address �o �`3 0 3 �e S� Address, t ` <.J Assessor's Map/Parcel• 13 (—0 10 Engineer's Name 1tivt`°i- 0 O ( L. NEW CONSTRUCTION REPAIR Telephone# go '89 �® Land Use S` ilk(.._ Slopes(%) 0-7) Surface Stones Distances from: Open Water Body +10c) ft Possible Wet Area 0c) ft Drinking Water Well ""i' Drainage Way We) ft Property Line Z®, ft Other R SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) P 14oL-E Parent material(geologic) 1Gf,= co'.-KO-0 0W-WxA Depth to Bedrock Depth to Groundwater. Standing Water in Hole:��� Weeping from Plt Pace 14 lik Estimated Seasonal High Groundwater }120 LZ-Ve-L- DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: C,L Sr A fZ-es®i 4 A, it, ?O.6 IEL.= 31 o r Depth g De Observed standing in obs.hole: in. Depth to soil mottles: SITE- P Ste, Depth to weeping from side of bs.hole: �1 itt. Groundwater Adjustment Index Well#5 Reading Date:`Z ` Index Well level &.fa�ctot _ Adj.dmundwnter IseVei w S 5 i PERCOLATION TEST Date 12-27-4TIme 1', 5 J> Observation , '772. Time at9" Hole# it 1% Depth of Perc :42 _ 11 Time at 6^ Start Pre-soak Time @ tq%Q. t00 O 0 'time(9"-G") i® wId S End Pre-soak 1 G.©0 Rate MinAnch `^A`"t40 Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back--- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. QASEPTIC�PERCFORM.DOC - I - 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc % e] s 1�1F— tOt� 'T13 tp V, FN Oka 10--2G 46 CA V AL 4� CZ %%LT LOAM DEEP OBSERVATION HOLE LOG Hole# 7, Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Grave] Lo Y Ir M a Va �ti( ® t� � Ss- 101 F-.JL G vA o`��Ct ° DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten g'o Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsiste ra el Flood Insurance Rate Mau: 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? Y-125 If not hat is the depth of naturally occurring pervious material? ,? Certification I certify that on 11 talPr( (date)I have passed the soil evaluator examination approved by the Department of Enviro mentection and that the above analysis was performed by me consistent with the required.training,expe ' and experience de ed in 310 15.017. Date Signatu Q.%SEPTIC%pERCFORM.DOC A :.._.._......_...._......................................................................_..............................._......................................................................................................................................... ..._--_ ... .. .. ...._.... ...... _ _.. ........ ... .. .... ................................................................................._...................................... . 7'-B 1 I 1 1 I I I I 1 -y. 1 1 1 ., I iV 1 1--- I 1 1 I I --- --- ---r- --r-- 2'-0' POURED CONC. t 10*DIAMETER -_-»_»__»_ --_--»__»___»_-_»_-»-_-»»�_ t I PIER ON FOOTING 1 TOP OF FOUNDATION WALL IS 3'DOWNFROM N IFINLSH FL NT. GRADE LEAST 4'BELOW 1 ` GRADE 1 I. I f\ALL FOO INGS AT LEAST 4'BELOW GRADE OF FOOTING I I 1 1 1 I 1 1 1 1 I I 1 m 1 1 1 I NOTE I I I 1 I I NEW $LAB I I DRILL AT LEAST 1 I 1 I (3)05 RE-ROD 1 I I • 1 INTO EXISTING I I TT�' 1 FOUNDATION far KEY . I B•POURED CONCRETE 1 1 I WALL r________________ 1 I / ^ 1 I I `REMOVE EXISTING 1 I I I CONCRETE BLOCK 1 I FOUNDATION j b I I I INS AREA 1 I 1 1 1 I I 1 1 / • 1 1 1 I 1 � I I •I i � I 1 1 1 1 1 I 1 i I 1 NOTE I 1 DRfLL AT LEAST I 1 1 1 I (J)115 RE ROD 1 1 W Ta EXISIINC i I 1 FWNOA710N ATr KEY / 1 I 1 -------------- - 1 DIE DRILL AT LEAST 4.111 RE-ROD DATIO 1 FOUNDATION Tor KEY 1 1 b I I h I I ' I I . _____________1 I ------------ ----------- I I y / 1.ALL CEBE T.ALL CONCRETE SHALL POURED IN PLACE JO PSI ELMINIMUM.HIRE 2.BASEMENT SLAB.- SLAB SHALL INCH THICK WITH N STEEL IBE REINFORCEMENT. J.NO CONCRETE FREEZING HEATHER ADMIXTURES IRINOUi APPROVAL OF S ge A A RCHITECT. aY� A AREA WELL FOR NEW WINDOW 4.IF ADVERSE OR POORLY DRAINED SOIL CONOIRONS ARE ENCOUNTERM A� W EXISTING FOUNDATION DURING INC EXCAVATION FOR THE FOUNDATION,CONTACT THE LL ARCHITECT. N.89B2-' 5.NO CONCRETE SMALL BE POURED BELOW 25 DEGREES LITUR.1 VT j iV�,1�oT NT•iy1 Fa FRANCIS sULUVAN, A.I.A. FO U N D A T/O N PLAN DAB AFRIL zoos C ARRO LL ARCHITECT 7m D01T5LR ST SIIEIBUMF,Vr OSIB2 ph 8022]B-O480 scale: 1/4" = V-0" 303 Maple Street uT' 4 Pmd Rmd Boa=3 N.TI_ NA =32 Ph.S08 487-0203 P — 1 COP„BG,T 00-ALL MGM IIESLRVED West Barnstable, MA ................... ......................................................................................................................................... .... .. ... .......... .................... .............. ...................................................... PROJECT SPECIFICATIONS THE CONTRACT DOCUMENTS FOR THIS PROJECT SHALL CONSIST OF THE CONSTRUCTION CONTRACT AND THEM SPECIFICATIONS AND THE CONSTRUCTION DRAWNGS PREPARED BY FRANCIS SULLIVAN.AIA. NOTE.ALL DRAWINGS,PLANS AND OTHER INFORMATION CONTAINED HEREINis COPYRIGHTED BY THE ARCHITECT AND ANY USE IS LIMITED TO THAT EXPRESSLY AUTHORIZED BY ARCHITECT. GENERAL CONDITIONS 1.FEE FOR BUILDING AND ZONING PERMIT BY CONTRACTOR, ALL DIM FEM PERMITS AND INSPECTIONS ARE BY CONTRACTOR Z ELECTRIC TEMPORARY ELECTRIC POWER MLL BE PROVIDED FOR THE rCNSTRUCROH 9 THE CONTRACTOR I TEMPORARY UTUTIM. CONTRACTOR IS TO PROVIDE TEMPORARY HEAT AND OTHER UTILITIES AS RED 0 FOR THE DURATION OF THE PROJECT AND SHALL.PAY HE COST OF SAME 4.SANITARY.•PROVIDE A PORTABLE TOILET FACLUTY FOR THE 27-6' CONSTRUCTION. 6.-0. 5.WATER. WATER REQUIREMENTS FOR THE CONSTRICTION WILL BE L PRONGED BY THE CONTRACTOR 6.FINAL CLEAN UP lO INCLUDE THE REMOVAL OF ALL DEBRIS AND EXCESS CONSTRUCTION MATERIAL SWEEP AND MOP ALL FLOORS,CLEAN I I CONDORS. ALL CONSTRUCTION PRIIRFACES SHALL NF FREE OF ANY RESIDUE OF THE IOR TO ACCEPTANCE BY THE OWNER. ------------ QUTI1NE OF RED CEDAR AWNING ABOVE7. - ONE CONTRACTOR WLL COOPOINATEHIS WORK AND ALLOW ACCESS TO THE BUILDING SO THAT SEPARATE VENDORS ENGAGED BY WE OWNER 05E IBE NAADEQUATE 4-7 31V .4 NAVE TIME AND ACCESS TO THE PROJECT TV DO THEIR WORK. 5'-2 1 L4: V-2 3/4' 4!�q 1/47 7mis' CN ANY REFERENCE TO THE CONTRACTOR IN THE SPECIFICATIONS OR ORAWNGS REFERS TO THE GENERAL CONTRACTOR AWARDED THE CONSTRUCTION CONTRACT. FC.L of NEW SUPPORT BEAM ABOVE 10.INCLUDE IN THE BASE COST ALL.OF THE AMOUNTS DESIGNATED AS ALLOWANCE ITERM AND CLEARLY INDICATE WHAT ARE ALLOWANCE ITEMS AND WHAT IS COVERED BY?HE ALLOWANCE. It CONTRACTOR TO PROVIDE A CERTIFICATE OF NORKMANS COMPENSATION N:'011 1)XPI NEW SUPPORT BEAM—III I STEEL BEAM W ID.— I s1th 3 112".114' So.STEEL TUBE POSTS OUTLET INIS Outdoor S ower ' 'REMOVE 0 WALLS L Ali I GAS I 1 11 STEEL W-4&1 — \NEW STEEL • L I W 10 If 22 vomy NEW SUPPORT LOCATIONS IN EXTERIOR WALLS LI lktJ 1 11 ST now IE0. REMOVE EXISTIN6 --------- (ap KITCHEN CABS ij WATER LINE IN THIS LOCATION 7NIE�.EIEANLS ABOVE' NE ON EXPANSION TANK REPLACE BALLROOM Im 7 NEW LIVING ROOM WALLS49 0 SUPPORT R JPPORT ------- 0 DINING -0-EX'"N.0 T TO THIS mOi�IN22.1-AY PRO'1'1'(SLAND COUNTER RUN HEAT TO?HIS SPACE NEW OAK FLOORS ON SLEEPERS--------- UILD STUD WALLS ALL AROUND THE Si�iI J.J I. ......... 7 FOLINDA770M AND INSULATE PERIMETER OF THE EXIS77NO SMALL. Is sillL" BUILT-IN GAS FIREPLACE' 11 REGENCY PANORAMA MODEL P-3 NEWEL POST DYE REMOVE AN ----- I of fayTHR 4AMiIXR KITCHEN DETAILS RETER TO Zili II ABOVE FOR PLUMBEND FHAN HEADR Om FE"..". 1.ALL PLUMBING SUPPLY LINES TO BE COPPER. ON qw ,—--—0 FIXTURES WILL BE PURCHASED WITH AN A STAIR kI - - CONC BLOCK ALLOWANCE, JL VENT STACK THRU THE ROOF TO BE BLACK OR COPPER. CHIN.BASE ----- --- 4.CONTRACTOR MU.PROVIDE EXTERIOR HOSE CONNECTIONS AT PROVIDE N LOCATIONS SHOHN ON 7NEPLAM SYSMM, NEW HOT BASE CABINETS F NATURAL GA 77R i NEW STAIRS &ALL WATER DELIVERY SYSTEM COMPONENTS SHALL BE SIZED AND WITH WHOLE HOUSErAh?"COW. -j-CUT_DR INSTALLED IN ACCORDANCE MTH THE NATIONAL PLUMBING CODE AND ALL APPLICABLE LOCAL HEALTH AND PLUMBING CODE REQUIREMENTSIAND SHALL NOT BE DEEMED COMP77LETE UNTIL APPROVED BY THE LOCAL AUTHORITY HAVING"ISDIC0M. 6.CONNECT ALL DRAINS TO THE LINE RUNNING TO THE WASTEWATER REA E EXSITNG-� DISPOSAL SYSTEM. ALL DRAINUMES MILL BE SIZED AND INSTALLED IN AIRS ARE CARPETED B STAIRS DOOR I ACCORDANCE THE NATIONAL PLUMBING CODE AND ALL APPLICABLE : It" BE NOTE.ALL INTERIOR DOORS 07" NA PROVIDE A PERMENANTLY MOUNTED PIKE FINISHED WITH MINWAX P260 PICKLED OAK STAIN LOCAL HEALTH AND PLUMBING CODE REQUIREMENTS AND SMALL NOT BE PANEL DEEMED COMPLETE DOORAND 3 COATS MINWAX PCILYCRYLIC SA17AI FINISH UNTIL APPROVED BY THE LOCAL AUTHORITY HAVING DE-HUMIDIFIER 5 DRAIN TO HOW JURISDICTION. SANITARY LINE FOR THIS SOA FlXED SHELVE ANDERSON NARROWLINE GLUING DOOR 7,PROVIDE A WASHING MACHINE HOOK-UP AND DRAIN AT THE LOCA71ON UTILITY INDICATED ON THE PLANS U 6'-0'.6'-8*SERIES 200 F1 E)SCREEN-d STANDARD HDWt.EXTERIOR 1.WRITE' FLOW IN THIS ROM IS NE�,TOILET CUT HEA77NO 314-PLYWOOD SUBFLOOR A�11 1 1 11 ON SLEEPERS TO INSTALL ORAR @SAND GLIDING DOOR HEATING SYSTEM SHALL BE DESIGN-BUILD AND THE CONTRACTOR SHALL i I I I I I I I VS FA PROM NOSHED 00 WARRANTEE THAT THE SYSTEM ARE DESIGNED TO PROVIDE H 17NO AND L-Lj-Lj.--LL1 g7l. HDWR.EXTERIOR 1.MIM COCLJNG oil IS SUFFICIENT U ALL OF THE CONDITIONS THAT ARE PLykO EL CH LIKELY TO OCCUR FOR THIS LOCATION,AND TO MEET THE GUIDELINES SET ALL CONC,WALLS EXPOSED DURING CONST. A DOD CUSTOM RED CEDAR BEADBOARO FORTH By ASHRAF TO BE COATED VAIN SITUTHANE! STAIR AR OJ 2'-8"x 6'-B'Insulated Interfor KEYED ENTRY LOCK 1.NEW HEATING SYSTEM& SHAM BE NATURAL GAS FIRED HOT AIR PROVIDE A DIAGRAM Or ALL OF BROSCO DUCT AND REGISTER LOCATIONS TO BE APPROVED PRIOR TO THE :PANEL PINE 2'-'.s -El. INSTALLATION OF THE HEATING SYSTEM. I N07E THATTHE BE IN EFFI MG SYSTEM CAPACITY AND CIENY HALL NEW AREA WELL FOR PASSAGE SET STRICT COMPLIANCE THHEA71E RATINGS USED IN THE ARCHITECTS E CNERSGY NEW WINDOW BROSCO:PANEL PINE CODE COMPUANCE STATEMENT. 82'-0'. '-B"PAIR BYPASS ODORS AIR CONVITIONIMO: INCLUDE WHOLE HOUSE AIR CONDITIONING. BROSCO 6 PANEL PINE PROVIDE PROPOSED LOCATION OF EXTERIOR EQUIP.FOR APPROVAL @2�6 .6'-8' PRIV'SET WITH CHROME INTERIOR SET SANITARY DISPOSAL SYSTEMI PROVIDE A COMPLETE NEW SANITARY DISPOSAL SYSTEM PER RRO.5r.t)9 PANEL PINE THE ENGINEERS DRAWN=CIENNETT and OIREILLY=REV.3-1-05 u. 7'-O'�6�8'PAIR NEW WELL- N R982 @1 PROVIDE A NEW 4'WELL LOCATED PER 1 3/8 LIGHTWT DOOR THE ENGINEERS DRAWINGS:BENNETT and O'REILLY-REV.J-1-05 CV VT NEW SUOMERSAIILE PUMP AND EXPANSION TANK REDID. RL�of New First Floor Plan Scale: 1/4" = 1'-011 PAIEAPRIL 2Z '05 FRANCIS SUUIVAN, A.I.A. ELEVATIONS GIVISN rROM EXISTING FIRST FLOOR CARROLL MEET:. ARCHITECT Important: Contractor must comply with Order of Conditions, date Feb. 24, 2005a; 7360 DORSET St. SHELBURNE,Vr 05M ph.802 2218-0498 303 Maple Street Pmd Read Box 223 N.Truro MA 0202 ph.5011 07-0903 A- 1 CCPYRWT 20113-ALL RIGHTS RESER%W West Barnstable, MA ................. . ....................................................................................................................................................... ... ..... ............... ......................................... ........................................................................ ..................................... ............................................................... .. .... ...................................... ..................................... .......... -------------------------------------- ------t ROOF BELOW TO GRASSY AREA X-3 3/4* UEXISTING OPENING LOCATIONSNEW BATHROOM IS BUILT USE REPLACEMENT WNDOWS ON EMSTING FOUNDATUMP FOR USE EXISTING OPNV CENTER NEW MNVOWS ON EXISTING OPENING J 17LO WALL RELOCATE EXISTING WHIRtP001 BATH L-4----- GAS BURNING STOW To REMOVE EXISTING STOVE e N\ GO HERE AND HOOK CONC.BLOCK FOUNDATIONS SHO ED UP PER CODE-- Dow---- LOCATION THIS 1A POURED CONCRETE STAIRS HEED wAus BEDROOM I Ilk FIST.SEWND iFEV—. BEDROOM %f M HALLWAYS ARE CARPET m7m PA11470 WALLS =1-P.-A.M­ a TOM. BOTTOM or CLOSET PATIOAND HAS ROOM FOR S S TAIIH OW FRAMED 09 ------ --------L. SHE LF 111115"EO WITH EN OSET STAIR I$ G NO[AS rAU LA I N GOK­ 18 17 Rb.. I NEW COAT CLOSET --- -------------------- r --------------------- lV I STDRAG�r - BEDROOM STA ROVED AND N EV IX . car wairxau rcxTp ST,woos:ixo cm cs O tR M *V.4,"In. \4v(AST. J..j W \f Ev"Na am N"RAW i II USE EXSTNG OPENING LOCATIONS 27' 4" 1W-OW" One Car Garage FOR POURED CON GARAGE INTERIOR-NO WORK REM OVE EXISTING FRONT Il MASONRY LANDING ------------------ WALK AND FRONT �: DOOR SCHEDULE contd Ilk 1-.- ENTRY AREA \fl—TING FRGNT BALK @BROSCO 6 PANEL PINEPANEL FINE-PAIR PROVIDE ALL NEW PLUMBING AND ELECTRICAL BY PASS CLOSET HDWR, HARDWARE and PULLS ALL INTERIOR SHEETROCK ................ PAIR NO FINISHES REMOVED 2'-07 x 61-S' BRaSCO:PANEL PINE-PAIR BROSCO 6 PANEL PINE A ............. NEW FULL DEPTH F79ER 08 2*-4'. -8* CLOSET HVWR. BY-PASS HARDWARE and PULLS GLASS INSULATION ALL CAWTIM NEW DRYWALL REPLACE EXISTING OVERHEAD DOOR BROSCO 6 PANEL PINE 6 PANEL PINE'-PAIR FTAUSRES W INSULATED ALUMINUM ALL BUILDINGS .OPERATOR-d REMOTE CONTkOL PRIV.SET WIN CHROME INTERIOR SET HOW NEW AND EXISTING TO HAVE COMPLETE BROSCO 6 PANEL PINE BROSCO 6 PANEL PINE NEW EXTERIOR vs. CEDAR SHINGLES ON 2'-4 x W-a* 2,-6* 6,-e (9) WALLS AND PFVV.SET WTH CHROME INTERIOR SET PRIM SET 30 YR.ASPHALT SHINGLES ON BROSCO5 PANEL PINE BROSCO 6 PANEL PINE ROOM V-8, 2'-U' CLOSET HDVA. PRIV.SET BROSCO,6 PANEL PINE-PAIR BROSCO 6 PANEL PINE 2*-4'.6'-B" @ 2- 0'-8* CLOS.HVWR, PFFIV.SET • BROSCO:PANEL PINE-PAIR BROSOO MORGAN EXTERIOR PIKE DOOR 6'-B" BY-PASS HARDWARE and PULLS KEm ENTRY AND crAosaa DAILAPPJL 22,!05 @: GARAGE DOOR FRANCIS SULLIVAN, A.LP_ a,- 1 ARCHITECT . ENTRY New Second Floor Plon CARROLL 4 75M CORSET ST. 91LBURNF,Vr 05402 ph.502 238-0498 scale: 7/4" = V-0" 303 Maple Street A- 2 Pond Road Box 123 N.ft. MA 02SU ph.505"7-0903 COPYRIGHT 2004-ALL RIGHTS RESERVED West Barnstable, MA ................................ ....... ..... ... ....... ....................... .......................................... ......... ........ ... ..... ..... . _.._.........._............... ......................................._......................................................................._..............................................................................._............ ............ ....................._...................... .................................................. ... 1 PROMDE A 1/4' OVERHANG A-20 MATH THE TOP TRIM AT ALL INTERIOR CASINGS DOORS AND WINDOW . 1 PROW E A 1/4' OVERHANG A-20 M17H THE TOP TRIM AT ALL NTERIOR CASINGS DOORS AND INNDOWS COVE IS ON THE INTERIOR . EW OF THE INTERIOR CASING J 1/2' FACE OF STOOL CAP IS T 1'BEYOND FACE OF CASING A-20 m THE STDOL CAP IS 1 HEAVY 6ULINOSE.A A-20 N 2 A-20 a TYPICAL STOOL CAP DETAIL SCALE: 3'= 1'-0' �Y 5 TYPICAL INTERIOR DOOR TRIM 3 TYPICAL INTERIOR WINDOW TRIM SCALE 3/4' 1'-0' SCALE 3/4- 1'-0- 5/B'QUARTER ROUND 1/B ON BASEUDARD OR MOULDED INTO TOP EOCE NOTE ALL INTERIOR MOOD TRIM IS TO BE PANT-GRADE POPLAR OR OTHER SUITABLE M000,FREE FROM KNOTT�S-,/ Jrn I I rflro�\ \ \VVI J/IB'RLbEAL TYPICAL- AOAKST AS RWID h�2� TTO•i . a 4�5 T1P. BASEBOARD t TYP. INTERIOR CASING .�.. SCALE: 6' 1'-0' SCALE 6'- 1'-0' NO. 962 o SHE BURW VT IF 4' GAT'APRIL 22, 2008 _ FRANCIS SULLIVAN. AI.A SET: ARCHITECT C ARRO LL 75M CORSET Sr. SNELOURNE,VT 00482 0,802 238-0488 303 Maple Street T A. A 4 Pwd Rmd Box 223 N. m NA 02832 ph.WS 467-0803 — 2 a COPYRIGHT 2004-ALL RIGHTS RESERVED West Barnstable, MA ............. .................................................. a w w w DOORS; SEE now PLANS FOR DOOR INDMA17CNS 1.No SUBSTITUTIONS ON DOOR MANUFACTURER UNLESS APPROVED OF BY THE ARCHITECT. 2 INTERIOR DOORS ARE M BE PER DOOR SCHEDULE a ,PROV1017 PRE-FORMED ALUM FLASHING 4.INTERIOR L.A7CHSE7S ARE TV BE. SELECTED BY OWNER. PROVIDE AN AT HEAD OF ALL WINDOW AND DOORS ALLOWANCE 00 PER INTERIOR LATCHSET. S EXTERIOR ODORS SHALL BE ANDERSON CLAD MTN STANDARD --- - ------------------ ------- 1.4'MOD TRIM HARDWARE. FASTENED DYER NAILING FLANGE 8.EACH DOOR HNIFIN INTE RIOR TERIOR OR EXTERIOR, HNION WILL HIT ANY WITH STAINLESS STEEL NAILS PART OF THE BUILDING WTHIN A 180 DEGREE ARC SHALL BE PROVIDED a MTN A FLOOR OR WALL MOUNTED)DOOR STOP. 7.VERIFY JAMB DEPTH AND PROVIDE JAMBS AS IS APPROPRIATE FOR THE w WALL THICKNESS. HOW SHINGLE COURSING TO ALIGN EL ALL EXTERIOR DOORS SHALL HAVE A FACTORY APPLIED WEATHER-STRIP WITH MOST TOPS AND BOTTOMS MAND DOOR SHEEP. B.PROVIDE A OPERATING SCREEN DOOR FOR EACH OPERATING EXTERIOR DOOR,EXCEPT WHERE NOTED OTHERWISE FACTORY SUPPLIED SCREEN LACE S*STRIPS OF ICE AND WATER DOORS FOR THE ANDERSON DOORS SHIELD AROUND R.O.PRIOR a 10.ALL DOORS HILL BE INSTALLED WITH AN APPROPRIATELY SIZED M FIELD CASING- FLASHING ALL AROUND WINDOW PAINTING I.NEW INTERIOR NOCONORK. ALL INTERIOR WOODWORK AND Milt TV PRIMED I COAT OF PRIMER- PRIOR TO INSTALLATION. 2 COATS OF INTERIOR LATEX ENAMEL It)APPUEPVATH TRIM IN PUCE Z NEW INTERIOR WALLS`INTERIOR WALLS TO BE PRIMED I COAT FINISHED NTH 2 COATS OF LATEX EGGSHELL WALL PAINT. NOTE,ALL EXTERIOR WINDOW AND J.NEW INTERIOR CEIUNGS- INTERIOR CEILINGS TO BE PRIMED I COAT DOOR FIELD APPLIED CASINGS ARE w FINISHED I COAT. 70 BE PREMIUM02 FINE BACK 4.EXTERIOR DECKS' NO FINISH PLANNED FOR THE MAHOGANY DECKINa PRIMED AND PAINTED TO MATCH S.EXTERIOR HANDRAILS AND BALUSTERS' NO FINISH RED 0 OTHER TRIM -EXCEPT- SILL WIN IS CLEAR RED CEDAR Z EXTERIOR TRIMNVRK - NO FINISH RED D. STOW B.EXTERIOR SNI)INQ NO FINISH RED D. FINISHES 1.WOOD FLOOR FINISHING. NEW FLOWS ARE TO BE T and G OAK FLOORING BIRCH. a Z MOD FLOOR FIN ISHINQ' NEW FLOWS SHALL BE SANDED SMOOTH, RED CEDAR 2.4'RIPPED WITH SLIGHT SEALED V47H A SEALER COMPATIBLE WIN THE FINISH SYSTEM,AND ANGLE SIZED TO BE PROUD OF FACE of 7 FINISHED VAIN 3 COATS POLYURETHANE FINISH. NO WATER BORNE TRIM a14' FINISHES ON FLOORS SAND LIGHTLY BETWEEN COATS OF FINISH. NO SANDER MARKS VISIBLE IN THE FINISHED FLOOR. SATIN FINISH. iv .1 NEW STAIR TO BE MOD TREADS AND RISERS HOW TO BE DETERMINED. I'NOW.WOOD TRM-CLEAR 4.GYPSUM WALLS AND CEILINGS SHALL BE 112 BILUEBOARO GYPSUM FOR APPLICATION THIN VENEER PLASTER SYSTEM. ADHERE TO WE -----------------------------------I RECOMMENDATIONS OF THE U.S GYPSUM CO. USE METAL CORNER BEADS AND ACCESSORIES NO SEWS OR FAS71NER LOCATIONS IN THE /7 WINDOWS CASING DETAIL, NDOWS AND DOORS a FINISH SURFACE SHALL BE NOTICEABLE &ANY INTERIOR HARDWARE AND MISC.FITTINGS NOT N070 OTHERWSE SHALL BE POU94ED BRASS FINISH Scale: 112'X 1'-0' EL LicistuRE ccNxNr OF FLOORING UPON INSTALLATION SHALL BE NO GREATER THAN THE STANDARDS SET BY THE AMERICAN HARDHOOD FLOORING ASSOCIATION. w Ilm TILE IS TO BE: SEMECTO BY OWNERS 7.PROVIDE AN ALLOWANCE FOR THE PURCHASE AND INSTALLATION OF ME FLOORS IN THE BATHROOMS, TILE SURROUNDS FOR WE TUB AND SMOTHERS SPECIALTIES NOW THAT ALL CLOSETS ARE TO BE PAINTED WOOD.NO WRE SHELVES I w XISTINC CHIMNEY TO REMAIN 1.CLOSETS: ALL NEW CLOSETS SHALL HAVE WOOD SHELVING AND WOOD CHECK FOR SAFETY DOHIEL CLOTHES POLES AS FOLLOW. 314 HARDWOOD VENEER PLYWOOD.A-A WIN BANDING APPLIED TO ALL EXPOSM EDGES, THE FRONT EDGE OF ALL SHELVES MEL HAVE A WOW N-0 ATTACHED REMOVE ALL EXISTING GUrTERS AND DOWN M1iCH IS 1 114 IN NEIGHT.AND IS GLUED TO THE SHELF. WOOD DOKLS SPOUTS AND REPLACE WITH NEW ALUM"CUTTERS OF F7R-1 1/4 DW FOR LOCATIONS NOTED AS HAVING SHELVES ONLY. AND DOWN SPOUTS ALL LOCATIONS PROVIDE A MINIMUM OF 5 SHELVES CONSTRUCTED AS NOTED ABOVE. SEE SITE PLAN FOR DOWNSPOUT DRAINAGE MOUNIM ON K-V STANDARDS,FULL HEIGHT.2 STANDARDS EACH 12 REQUIREMENTS SIDEWAU� 5 Z PROVIDE AN ALLOWANCE FOR EACH OF THE BATHROOMS FOR THE PURCHASE AND INSTALLATION OF MEDICINE CABINETS BATH w ACCESSORIES AND STAINLESS STEEL CURTAIN RG= I ALL EMS17NO TRIM TO BE INSPECTED,REPLACE MISSING OR DECAYED PIECES SCHEDULE: PRIME AND PAINT PER PAINT SPEC. ANDERSOV TILT WASH 3046 ErRfSS NEW*11115 CEDAR SHINSHINGLESALL LOCATIONS IMPORTANL- �SINOE UNIT-REPLACE EXSTINC WHEN FRAMING ROOF FOR --ALL WINDOWS ARE NEW.SEE DETAIL THIS SHEET FOR ANDERSON AWNING AW-21 ADDITION VERIFY THAT THE SPECIFIED WHOOPS EXTERIOR CASING ADDED SINGLE UNIT -AWNING a 4> HILL FIT. ,�ANDERSCN TILT WASH 12 a TW 21052 STUD POCKET MULL Ith ADJACENT UNIT 3 a a *ANDERSON nr WASH:28M ALIGN HEAD WIN OTHER UNITS DOUBLE UNTr Ith STUD POCKET MULL I> -- ANIIERSEN PICTURE UNIT:GNP 3D12 EXISTING FLOOR 2 FLANKERS: TIV 2442 - STUD POCKET MULLED UNIT (� ANDERSIEN!NCTURE UNIT.•OMP 0052> FLANKERS. TW 211152 <�>AIIDERSDN TILT WASH 7T GRADE MIS-I,N.I. BACK - STUD PCCKrr MULLED UNIT Th'2852 in[.Wind. Fffi S STUD POCKET MULL-W72JAU&T UNIT DETAIL IS SIDE ,�>ANDERscfi TILT WASHTH'2032 SUNSCREEN Single unit DER Ymr WAS" c w STUD POCKET MULL.1th ADJACENT UNIT j>ANDERsoN Yxr WASH TW 4 Single20 unit EXIS77NG FLOOR I ---- ---------- OIL ------- --- -----------------------------4 MAdow Soaciffcations: LIMITS LOW r 1.ALL WINDOWS ARE TO BE ANDERSEN CLAD 'IS' Z PROVIDE A FACTORY INSTALLED WIDOWSOTEIEN FOR EACH OPERATING MNDGW. ALL SCREEN EXTRUSIONS SHALL BE SUPPLIED MINA MIRE FIAM. WNDOW;To BE ANDERSEN 400 SERIM w .1 ALL FIXED GLASS UNITS SHALL BE INSULATING CLASS UNITS TO MATCH THE N 89112 WINDOWS 5 LIRAU& 4.SUPPLY ALL WIDOWS PRIMED WOW INTERIORS VT ES' &PROVIDE South Elevation A SASH LOOK FOR EACH OPERATING UNIT LATCHES AND SASH LOWS IN • I or MGM sc.18: I/S. 1-0" S.PROVIDE EXTENSION JAMBS AS IS APPROPRIATE FOR THE WALL THICKNESS. 7.ALL FACTORY MULLED UNITS ARE TO BE STUD POCKET MULLED UNLESS NOTED OTHERWISE. DATE*APR.22.2005 S.ALL WINDOWS WILL BE INSTALLED WITH AN APPROPRIATELY SIZED PRE-FORMED FRANCIS SULUVAN, ALI A FLASHING, "'SHEEP .D. SAFETYGLASS in THOSE MNDOWS WHICH ARE RE43VIRED TO HAW IT BY CARROLL ARCHITECT =f 75W DONSE.ST. SHELISME,Vr CS4112 ph.602 238-0498 111 PROVIDE SNAP IN GRILLES ALL UNITS WHICH SHOW THEM ON ELEVATIONS 303 Maple Street - Pond Reed Box 223 W.Ynna MA 02652 Ph.509 487-4903 1 A3 COPYRIGHT 2ON-ALL RIGHTS RESERVED West Barnstable, MA .. ................................... ....................................................................................................... ............ ............... ................................... ...................- ....... ................................... ....... ... . .. ..... ...... ................. .................................... . .......... ... .... .................................................................................—............................. CONTINUOUS0 CEDAR 1' 4'RE BOARD WRAPS AROUND THE Top CURVED TOP i THIS AREA LEFT OPEN FOR FOR STABILITY CNT OUT • NEW TO BAY. BOARD AND BATTEN DOOR ON HINGES W7H LATCH BOLT M ————— PREVENT WIND FROM GETTING DOOR ll v. ALL VERTICAL BOARDS ARE I- CLEAR RED CEDAR . . . . . . . . . . . 2'-0* SEE PLAN 4"POSTS ARE P.T.,SET INTO GRACE AT LEASTx-o- ON GRAVEL RIM-1-IMIA-K IN SHOWER: ]PIECES PROVIDE A IS'DEEP PIT OF GRAVEL OUTDOOR!$HOWER DETAILS : I FOR DRAINAGE UNDER SHOWER Scale; 1 2.1 1 o L F 0 CHIMNEY TO REMAIN q FOR SAFETY a.01- - ALL ROOF ARE STRIPPED AND RE- SHINGLED WIN IKO JD yr ARCHITECT STYLE SHINGLES ALL WINDOWS,NEW AND REPLACEMENT ARE ANDERSEN WIN FIELD APPLIED EXTERIOR CASING FH A.. 11 REmove ALL EXISTING GUTIERS AND DOWN SPOUTS AND REPLACE WIN NEW ALUM.CUTTERS AND DOWN SPOT/i5 ALL LOCATIIXJS Tn -I.Sri PLAN FOR Domspour DRAINAGE F i----------- -- REQUIREMENTS 13 EXISTING FLOOR 2 ----------------------- ----------I_J`--------- ---------r.__L------------- ------------------- -------- ------- ------------------------------ _.._GXiEf3SUppGRfSIAdSSRiEEN *--ALL NEW CORNER BOARDS ARE rl)FH ITCH EM"NG FH CORNER MOTH If 0 Nu TZ c 0 .E 4�cc) R mD_9xmr!NG_m w r. LANDSCAPE Saps NOT SHOWN SLIDER i r Noe 'MS77NG FLOOR I --------------------------------4---------- ............. _MMDOW SCHOUM- slNf LACE EX NO WEST Elevation *A NI N AWNING AW-21 UT -A. Scale: 1/8" V—Os -(� ANDERSON 77LT WASH >SVTUDMPOCKET NULL with ADJACENT UNIT < ANQERSON TILT WASH: 2836 D ALIGN HEAD WITH 07HER UNITS A DOUBLE UNIT.11h STUD POCKET MULL <�>ANDERSEN PICnARE UNIT.DmP j042 FLANKERS: TW 2442 N.8992 STUD POMT uULLw UNIT LBURNE � *ANDERSEN PICNRE T 0-41— v �ADERSO I LY AWUA,S,EH WIT < W ZowNhf.Md..w——unit POCKET MULL Will ADJACENT UNIT TIW 2032 TILT WASH DATE APPJL 22. 2005 FRANCIS SULLIVAN, A.I.A. I�>Smgl..nif SHEEP ANDERSON TILT WASH CARROLL ny P%s2 ARCHITECT .0SWO POCKET WILL.1.ADJACENT UNIT 7-WO CORXf Sr. WIEMRNE.Vr 05M ph.802=-0408 ANDERSON 77LT WASH 303 Maple Street 4-Pwd Rwd ftx n3 N.ftm MA 0=2 p4,SM 07-00.1 rW 20Q Slog.-11 A- 4 COPYRIQiT 2009-ALL RIGHTS RESERVER West Barnstable, MA .................................................................... ................ .. ..... ........................ ........................ ......... ........................................................................................................................................................................................... ...... . ...... ......................................-.....................................-......... 0 CHIMNEY TO REMAIN FOR SAFETY ALL ROW ARE STWPED AND RE- SHINGLED MTN IKO JO y,ARCHITECT sTnE sNimmEs GARAGE NOT SHOW for DRAWNG CLARMY ALL WINDOWS NEW AND REPLACEMENT ARE ANDERSEN MTN FIELD APPLIED EXTERIOR CAMNG FTTT— REMOVE ALL EXSTING GUTTERS AND DORN SPOUTS AND REPLACE MTN NEW ALUM.GUTTERS A DOIW SPOUTS ALL LOCATIONS ND SEE SITE PLAN FOR DOWNSPOUT DRAINAGE REQUIREMENTS 12 7 3 DOOR AND S= EXIS71Np FLOOR 2 'No-wo, W-A KX4 r- ------- ------ --- - -------- ------ L T--- -------- AM, T Devotion EA S WINDOW SCHEDUM EXISVNG FLOOR I V-0 <�>AN N I ASH 4.6 EGREn EN SO. ""W_' 30 SR .. E.E NO EN�G A E .if IT_7REP'A..TT.G 4>ANOERS-ON AWNING A*-21 &I UNIT -AWNING I>ANIIERSON TILT WASH TW 21052 SIUD POCKET MULL Idth ADJACENT UNIT AN-ERSON-LT WASH <�ALIGN.1.WITN MiR UNITS DOUBLE UNIT fth STUD POCKET UULL ,�>ANDERSEII PICTURE UNIT, DHP M42 27ANKFS 2442 UO OCo A MULLED UNIT PIC ANIIERE.,CTURE UNIT,DIIP 4105-1 (�>_K TW_ jj A ST.. r..UNIT ANDERSON TILT WA!W TW 2852 thfir W�d- unit STUD POMEr MULL.119 ADJACENT UNIT 89 ,�>ANDERSON TILT WA-91 TW 2032 Sin", 17W., ANDERSON TILT WASH TW 1052 sTuD Power MULL Wth ADJACENT UNIT ANDERSON TILT WASH TW 2042 APR.22,2005 FRANCIS SUUIV", AL I.A- <>Single unit CARROLL MEET-. ARCHITECT TWO DORSET Vr 05482 Ph 1932 230-0498 303 Maple Street 'Ph."a 1187-am - 6 ST. SNELBURNF 4 Pmd Rwd 8 223 N'T— MA 02852 West Barnstable, MA A COPMONT On-ALL RIGHTS amVED .................................................................................. .................................................................... ................ ...... ...... ...... ....................... ............................... .................... .......... ................... ............................................................................................. .... ... . .. . ... ........... METAL STRUCIRWAL NaTM 1.ALL FASTENERS FOR FRAMING AND OTHER WOOD CONSTRUC170M SHALL 1.ALL ENGINEERED WOOD PR DUCTS ARE DESIGNED FOR TRUS-JOIST MACMILUAN SPECIFICATIONS.()MECWZ9 ARE TO BE SIZE AND SERIES AS BE APPLIED IN ACCORDANCE MTN THE STANDARDS SET IN THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY ME MATIONAIL INDICATED ON PLANS FOREST PIT DID ASSOCIATION. 2.IF A SUBS17TUTE SUPPLIER OF ENGINEERED PRODUCTS IS USED,SUPPLY 2.ALL FAS%11 FOR FRAME SHALL BE GALVANIZED. THE ARCHITECT VAIN A COPY OF THE SPECIRC47IONS AND 4ERS j.FLASHINDS SMALL BE PROVIDED AT ALL REQUIRED LOCATIONS` STEP CALCULA17MM PRIOR TO INSTAUA71ON FOR REMV. FLASHINGS UP ANY ROOF/WALL JJNCTION,CONTINU FLASHING ALL. a RIM 4=73 FOR TA JOIS75 ARE TO Or THOSE SUPPLIED BY TRUS-JOIST` OTHER LOCATIONS ALL FIASHINGS TO BE COPPER.OS MACMILUAN, 4.LVL RED MULTIPLE MEMBEF!SCAMS ARE TO BE FASTDIED TOCETHER AS INSULATION AND VAPOR BARMOM UtRED BY THE MANUFACTURER AND AS FOLLOW&' 8 0 NAILS IN 3 1. SULATION. THE EN17RE EXTERIOR ENVELOPE OF THE ROWS ALONG THE MEMBER,SPACING OF NAILS NO MORE THAN 4 ON qU= CW U BE INSULATED AS FOLLOWS WIN FIBERGLASS 9ATr CENTER INSULATION.-R-11 DI THE WALLS.R-30 IN THE CEILING& S.ALL MANGERS AND ACCESSORIES ARE TO BE THOSE SUPPLIED BY TRUS- z INTERIOR PARTITIONS AROUND DATHROOMSHAU BE INSULATED VAIN 3 11'2* JOIST MACMILLIA14.OR THOSE REC D By MEAL BATT INSULATION. 6.NOTE THAT THE FRAMINC PLANS ARE DIAGRAMMAIM NOT ALL MEMBERS J.INSULATE WE FIRST FLOOR OVER ME U71UTY ROOM VAIN R-19 BATT INSUL ARE SHOWN AND Sm. PROWE A COMPLETE SYSTEM MTN ALL THE 4.6 A(IL POLYETHYLENE VAPOR BA ON THE INTERIOR SIDE OF ALL REQUIRED FASTENERS RRIER EXTERIOR WALLS AND CEILING& 7.ANY LOCATION REQUIRING A POST 54AU HAVE ADEQUATE DEARING 5.EXTERIOR OF ALL BUILDINGS M RECEIVE rVVEK OR EQUAL SEAMS PLATES SUPPLIED TOP AND BOTTOM OF POST. TAPED. &HURRICANE TIES ARE REQUIRED AT ALL LOAD PATH F.WNECIT EAMS POSTS 6.No CORNER BOARDS ON THIS BUILDING. LAY A 8 INCH AID OF'ICE RAFTER�PLATIF, /RAFTER/MOGE)., SUPPORT r STRIP PIERS om suppoRr POSTS MOVE TWAT THE SHEATHING MUST AND WATER.SHOD AROUND ALL WINDOW AND DOOR OPENINGS ALL THE NOES OVERLAP SILI.PLATE AND BE NAILED INTO THE SILL PLATE ALL z THE RAFTERS ARE TO BE PROWDED WITH PROPERVENT VEHTS IN THOSE ALONGL LOCATIONS WHERE THE INSULATION INTERFERES MTN 2 INCH VENTING 9 SHEATHING MAIL SCHEDULED ARE EXTREMELY IMPORTANT ALL WALL AND SPACE REQUIRED. ROOF SHEATHING TO BE NAILED AS FOLLOWS. FIELD 8 aC, PANEL 12 6. THE SU PLATES WILL BE LAID ON SILL SEAL ALONGALL FOUNDATIONS. EDOM 4 ar WITH a 0 CALY.NAILS. DOF RAFTERS TO REMAIN 5 INDOID CHECK EMSTING RW SHEATHING 1.ALL WOW FRAMING SHALL BE IN ACCORDANCE WITH THE'STANDARDS FOR DAMAGE OR MISSING PIECES SET IN THE NATIONAL DESIGN SPECIFICATION FDA NVOID CONSTRUCTION REPLACE AS REOID. BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. Z ALL STRUCTURAL FRAMING 70 BE 11112 GRADE SPRUCE-PINE-FIR. KILM­- NEW INSULA77ON ALL CEILINGS R-JO DRIED. I L VENT WOOD HEAVERS OVER WINDOWS TO BE MIN.THREE 2'Xr.UNLESS AL ALL NOTED OTHERMSE ON PLANS, —————— —————— C ALL WDW IN CONTACT WIN CONCRETE TO BE P.T. WOOD S.ROOF SHEATHING TO BE 3/8-COX PLYWOOD. 1! 6. WALL SHEATHING TO BE 112-COX PLYWOM 7.SUB-FLOORS TO BE 314 TAV PLYMOO,NAIL AND CLUE TO JOISTM ADVANTEX INCH T AND C SUDFLOOR IS O.X CEILINGS TO BE FURRED S.EXTER WALLS TO BE 2'X 4'0 16'O.C. 1,3'FURRING IF THEY 9.ROOF FRAMING SYSTEM 15 AS SHOWN ON PLANS�OR 2 X 10 0 16 D.C.AT \�A_Z MOW LOCATIONS NOT N070 OTHERWW- NOr ALREADY 10,ALL ROOF AND WALL SHEATHING TO BE FASTENED 1"M 8 D OALV.NAILr, U71UZE COSTING W SHEET ROCK CEILINGS 112' APPLIED AT 6 aa IN mr FIELD AND 4 at ALONG THE PANEL EDOES. VENEER COAT PLASTER nNISH OPENING FOR WINDOWS WINDOWS ARE REPLACED VAIN IN BEDROOM AS MUCH 11.WALL STUDS KmwN DEmAir our OF THE PLANE OF 7NE wAu BY MORE THAN SHALL NOT BE ACCEPTASM NEW ANDERSEN U HIS PER WNDOW SCHED.SM.A-6 A POSS.ENLARGE f2.DECKS SHALL BE FRAMED OF PRESSURE TREATED ROW ASS 13.DEWS TO BE DECKED MTN I X 4 PH.MAHOGANY CLEAR$TOOK MAXIMUM SPACING BErdEEN BOARDS IS 70 BE 1/16. ALL FASTENER FOR DECIONG SMALL BE STAINLESS SIM AND SHANK NAILS 8 0. 14.DECK AND PORCH POSTS FOR HANDRAIL SYSTEMS TO BE CLEAR WESTERN RED CEDAR. 15.AL.L EXTERIOR TRIM IS TO BE EASTERN WHITE PINE PRIMED ALL SIDES HIGHEST QUA AVAILABLE NO V&WffLE SAW MARKS OR CHATTER UTY EXISTING EXIS77NG BEEIRM. SHALL SHOW IN THE RNISMED TRIM INSTALLATION. 16.ALL EXTERIOR TRIM SMALL BE APPLIED WITH BOARDS WHICH ARE AS LONG A LENGTH AS POSSIBLE. NO SHOAT BOARDS OR END P&TES SHALL BE USED. No FINGER JOIN TED EXTERIOR TRIM. 17.ALL WESTERN RED CEIDAR SHALL BE CLEAR GRADE.FREE FROM KN07S CON71NUOUS FLASHING AND DEFECTS. ALL FASTENERS FOR RED CEDAR TO BE STAINLESS STEEL MIS AREA.ALL FLASFUNG Is.THE NAIL HEADS ON ALL EXTERIOR TRIM SHALL or SET Y/V BELOW THE TV BE COPPER- SURFACE OF THE MOD To ALLOW FOR PUTTY. INTERIOR TRIM. 17.4'FLAT CASIA 0 ALL LOCATIONS ALL NEW RAF7ERS ARE ALL NEW BASESO 4RD ARE 1".6* 2".10'At IS'ON CENTER NEW IN BETWEEN DOST- NEW IN BEDROOMS AND HALL WAY UPSTAIRS ING MEWSERS TO EXISTING FLOOR 2 COUNG PROVIDE NAILIN To FOR NEW PIP ----S17NG STRUCI_ R-19 SISUL ON UTIL ROW CEILING T.1r HELD IN PLACE MM T SIM BEAM HAS WOOD 11.0=;INSTALLED ;%O,�R 1.5.2 5'T-d 0 AND IS BOXED WIN FTNL MED DA A. "Irmu E �\ ORYWALL FIN., E.&ISDV.NG RJ=(XSTS RUNNING EMCARRY BEAMS AND DEARING NEW STEEL BEAM ATION A'L BAYS OF R QORICZI IN 20' SPAN - W 10xJ9 ALL WALLS ARE FINISHED MTN 1/2-SHEETROCK VENEER COAT PLASTER FIN. NEW LAIING ROOM] I UTILITY ROOMI NEW FLOOR IS HARDWOOD LAID ATOP P YWOOD SUB- FLOOR TOP OF P.T.SLU7EI S ON V IPOR BARRIER ON ATOP SIAD-_ EXISTING FLOOR I .4 Am BUILDIN G SECTION: A A Scale: 112" V—O' POP DA'E:APP-2Z 2005 FRANCIS SULUVAN, A.I.A. CARROLL ARCHITECT Mo ODAS`r ST. SHUSURW,VT 05QM ph.WE 238-0,018 303 Maple Street 4 P.d Rd 8-223r N.T­ MA ON52 ph.509 467-0203 A- 7 COPYRIGHT 200 ALL RIGHTS RESERM West Barnstable, MA ................................................................. GENERAL NOTES: SYSTEM DESIGN CALCULATIONS: I A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE USED. 5.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DE51GNED UN- LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL Bg APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(5), GREASE TRAP(5), DOSING CHAMBER(5) AND DI5TRIBUTION BOXES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY OMPACTED, OR ON A G INCH CRUSHED STONE BASE. 3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C 1 1 27-93 AND SHALL HAVE AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48", 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST CONCRETE WATER TIGHT Ri5ER5 OVER INLET AND OUTLET TEES TO WITHIN G" OF FINISH GRADE. G.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I %, PRESSURE PIPE TO BE CLA55 150, 2" DIAMETER PIPE. 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED AT END OR AS NOTED. (5,) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION BOX TO ASSURE EVEN DISTRIBUTION, 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF 3/4" TO 1- 112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE SOIL AB5OR"rION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" LAYER OF 1/8" TO 112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. 1 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATtPiAL; OR WHEN PRE55URE D05E0. 12.) 501L ABSORPTION L5Y5TEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 13.) FIN15H GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER OF 9". 14.) FROM THE DATE OF INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501L ABSORP- TION 5Y5TEM SHALL. BE STAKED AND FLAGGED TO PREVENT Tt1E USE OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE CONSERVATION NOTES: 1,) LIMIT OF WORK SHALL BE AS SHOWN. A ROW OF DOUBLE STAKED HAYBALE5 BAC!\LD WITH BLACK FILTER FABRIC DUG IN TO A MINIMUM OF G", SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY WORK. 2.) ALL ROOF RUNOFF TO BE CONTROLLED BY GUTTERS, DOWNSPOUTS, AND DRYWELL5. 3.) ALL DISTURBED AREAS SHALL BE REVEGETATED UPON COMPLETION OF THE PROJECT. REVEGETATION SHALL CON515T OF PLANTS INDIGENOUS TO THE AREA, AND THE GROUND STABILIZED WITH BARK MULCH. 4.) MITIGATION AREA: EX15TING LAWN TO REMAIN AND AREA TO BE PLANTED WITH SWEET PEPPER BUSH (CL I MRA ALNIFOUA), HIGHBU5H BLUEBERRY (VACCINIUM CORYMBO55UM), INKBERRY (ILEX GLABRA), AND BAYBERRY (MYRICA PEN5YLVANICA). A TOTAL OF 3G SHRUBS, AT A MINIMUM OF 2 GALLON 51ZE, ARE TO BE PLANTED. SHRUBS ARE TO BE GROUPED TOGETHER BY SPECIES (I.E. 4 HIGHBU5H BLUEBERRY, NEXT TO 5 1NKBERRY, NEXT TO 4 BAYBERRY, ETC.). THE EXISTING LAWN AREA AROUND THE 5HRU55 TO BE LEFT NATURAL.. NO MOWING OF LAWN BETWEEN PLANTINGS IS PROPOSED. SEE SITE PLAN VIEW FOR MITIGATION PLANTING AREA. SEPTIC TANK *EXIT5 UNDER 5LA5, INSTALLER TO UNCOVER AND VERIFY PRIOR TO SETTING ANY SEPTIC COMPONENTS. (SEE NOTE # 1 9) SOIL TEST LOG-9: - ?I F `! =S 1 4± DEPTH FROM SURFACE (INCHE5) SOIL HORIZON 501L TEXTURE (U5DA) 501L COLOR (MUN5ELL) 501L MOTTLING OTHER 01- I' A Loamy fine SandI QYR 4 NUN- Loamyfine Sand I NON'- 1 f tric 5and i QYK 814 NONt q"-C2 15,1tm I ;, 10(7Q',--Jv i Per, 4 "" DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA, 501L COLOR (MUN5ELL) 501L MOTTLING OTHER A Loamy fineON Very Fri b fine n I' V _)Nt Very Frioble- 23"-GO" fire-Vcry FrialAe GO"-,55" C NONE Fr b -Flrm "- 10 1"::J_,jI QYP, Medium 5anav Loarn NONE VPry Fn t4 -Prrm PerPerc d 1 i 4" G50 GALLON 1 40 PUMP ChAMBEK H-20 RATED With Switching Levels SEWAGE DESIGN FLOW 3BEDROOM DWELLING Oa 110 GPD s 330 GPD LEACHING CAPACITY REQUIRED: 3 BEDROOMS WAX.) @ I I D = 330 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: I L @ 2 = GGO GAL. REQUIRED 5EP7IC TANK. - ITY PROVIDED: 1500 A CN TDC TXNK OWED) LEACHING CAPACITY PROVIDED: ON (I) 2 ' L CHING FIELD CAN LEACH: Vt=[(30.0 X 20.0) X 0.74 GPD/5F=444.0 GPD 444 GPD> 330 GPD REQUIRED NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. INSTALL: N (f) - 1 500 GALLON SEPTIC TANK ONE (1) - G50 GALLON PUMP CHAMBER ONE (1) - G OUTLET DISTRIBUTION BOX (H-20 Rated) ONE (1) - 30.0' x 20.0' x 0.5' LEACH FIELD 48" min EL=44.0± TOP OF C2 LAYER IN TEST PIT # I MAXIMUM GROUNDWATER RISE (WORST CASE) GROUNDWATER EL=31 . 1' @ CRANBERRY BOG 0 20 40 GO SCALE 1 "=20' DRAWING:C:\Draftlncg\2005Drawmgs\Carroll4 193�dwg\4 193sd5. dwg 4E 24 Map 131 Parcel 1 1 262 Mapie Street THIS IS A REVISED PLAN 1riEV. DATE: o DISCARD ALL PRIOR PLAN GENERAL NOTES: SOIL TEST LOGS: 5Y5TEM DESIGN CALCULATIONS: Barnstable, A.) NEITHER DRIVEWAY5 NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE USED. B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED LIN- LE55 CONSTRUCTED AS 5MOWN. ANY CHANGES SHALL BE APPROVED W WRITING. C.) CONTRACTOR SHALL BE RE5PON51BLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONSTRUCTION NOTES: I .) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL. CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2 J SEPTIC TAWS), GREASE TRAP(S), DOSING CHAMBERS) AND DISTRIBUTION BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY COMPACTED, OR ON A G INCH CRUSHED STONE BASE. 3.) 5EPT IC TANK(5) SHALL MEET A5TM STANDARD C 1 1 27-93 AND SHALL HAVE AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48"- 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE CENTERLINE Of THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 5.) RA15E COVERS OF THE SEPTIC TANK AND DI5TRIBUTION BOX WITH PRECAST CONCRETE WATER TIGHT R15ERE, OVER INLET AND OUTLET TEES TO WITHIN G" OF FINISH GRADE. (;,) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE Of NOT LE55 THAN I %. PRESSURE PIPE TO BE CLA55 150, 2" DIAMETER PIPE. 7,) DISTRIBUTON LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED) SHALL BE 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 fT/FT. LINE SHALL BE CAPPED AT END OR AS NOTED, 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO 501L ABSORPTION SYSTEM. WATER TEST DI5TRIBUTION BOX TO A55URE EVEN DISTRIBUTION. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO 1- 112' DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE 501L ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" LAYER OF 1/8" TO I/2" DOUBLE WASHED STONE FREE Of IRON, FINES AND DUST. 1 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 1 2.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 13.) FIN15M GRADE SHALL BE A MAXIMUM Of 36" OVER THE TOP OF ALL SYSTEM COMPONENTS, INCLUDING- THE SEPTIC TANK, DISTRIBUTION BOX, 0051NG CHAMBER AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER OF 9". 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT Of A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL A85ORP- TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM, 15.) THE BOARD Of HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- QUIRG5 A VARIANCE) AND MAY REQUIRE SUCH PER50N TO CERTIFY IN WRITING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND APPROVED PLANS. 48 H2OUR5 ADVANCE NOTICE 15 REQUESTED. G.) EXISTING CE55POC %APED DRY, FILLED WITH CLEAN SAND, AND ABANDONED IN PLACE-, 7.) _ _ ALL TOF'501L AND 5UI3501L SHALL BE REMOVED FOR DI,-r; _ 1CM THE SOIL ABSORPTION SYSTEM DOWN TO THE -)AND LAYER (EL-49.2±). AREA TO BE BACK`ILLED WITH CLEAN SAND AND _ OMPA(-_TED TO MINIMIZE SETTLING. 16.) PLASTIC 40 mil. LINER: A VERTICAL 40 mil. MDPE PLASTIC LINER (50' LONGi SHALL BE INSTALLED AS SHOWN ON PLAN VIEW FROM EL-49. 1 5 TO EL=47.: 5 FOR BREAKOUT. 19.) EXISTING WA5TELINE(5): WATER TE5T5 TO BE COMPLETED IN THE DWELLING TO INSURE ALL WA5TELINt5. INCLUDING LAUNDRY. ARE CONNECTED TO THE NEW cY--E'Nn CONSERVATION NOTES: I.) LIMIT OF WORK SMALL BE AS SHOWN. A ROW OF DOUBLE STAKED HAY5ALE5 BACKED WITH BLACK FILTER FABRIC DUG IN TO A MINIMUM OF G", SMALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY WORK. 2.) ALL ROOF RUNOFF TO BE CONTROLLED BY GUTTERS, DOWNSPOUTS, AND DRYWEL1_5. 3.) ALL DISTURBED AREAS SMALL BE REVEGETATED UPON COMPLETION OF THE PROJECT. REVEGETATION SHALL CONSIST OF PLANTS INDIGENOUS TO THE AREA, AND THE GROUND STABILIZED WITH BARK MULCH. 4.) MITIGATION AREA: EXISTING LAWN TO REMAIN AND AREA TO BE PLANTED WITH SWEET PEPP R BUSH (CLETM�A ALNIFOLIA), HIGHBU5H BLUEBERRY (VACCINIUM CORYMBO55UM), INKBERRY (ILEX GLABRA). AND BAYBERRY (MYRICA PEN5YLVANICA). A TOTAL OF 36 SHRUBS, AT A MINIMUM OF 2 GALLON SIZE, ARE TO BE PLANTED. SHRUBS ARE TO BE GROUPED TOGETHER BY SPECIES (I.E. 4 HIGHBU5H BLUEBERRY, NEXT TO 5 !NICBERRY, NEXT TO 4 BAYBERRY, ETC.). THE EXISTING LAWN AREA AROUND THE 5HRU85 TO BE LEFT NATURAL. NO MOWING OF LAWN BETWEEN PLANTINGS 15 PROPOSED, SEE SITE PLAN VIEW Fr•R MITIGATION PLANTING AREA. FLOW PROFILE: NOT TO SCALE TOP Of FOUNDATION DFP- SOIL r'ORIZON 501L TFXTURF ,5DA) SOIL -OLOR 1N5EW 501L MOTTLING OTHER I- A F 1 N _ ?Loamy fine NONE Fine Sand OYK 4 1 NONE .1Loa NONF - I % -I 90 Gravel Per 4 " TF `iT `i71 F : FI = 4 4 44- DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA; 501L COLOR (MUN5ELL) 501L MOTTLING OTHER �rI QYR 4 NONE Very Fri bie Loamyrine5and 0)K GIG NONE Very ffriatple "" m F Y NON Vcry Fria I GQ%85" Silt m 51.4 NONE frijbie-Iffirm, "_ 10 1 fine 5and 0Y" NONE Loo5e 10 1 "- I 4 IMcJium5anavlo4rri N Vcry Friable -Firm PerI1 4" DATE OF TESTING: 1 2/22/04 PERCOLATION RATE: LESS THAN 2 MI WINCH IN "C I " LAYER IN TP- I WITNE55ED BY: MATTHEW T. FARRELL, EIT, BENNETT ! O'REILLY, INC, DAVE STANTON, AGENT, BARNSTABLE HEALTH DEPARTMENT NO WATER ENCOUNTERED JSE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. PERC TEST COMPLETED. SOIL WILL REQUIRE "OVERNIGHT SOAK" PUMP NOTES $ REQUIREMENTS: 1.) PUMP SHALL BE A MEYERS MW50 1/2 HP OR EQUIVALENT. CAPABLE OF PA551NG A 2" SOLID AND PUMPING 21 FT OF TOTAL DYNAMIC HEAD AT GO GPM. 6.) ALARM SHALL BE A RED WARNING LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE BUILDING A5 SHOWN ON THE PLAN. 9.) THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAMBER TO THE DISCONNECT PULL BOX. THE CORDS SHALL BE ENCASED IN 2-1 /2" TO 3" CONDUIT. 10.) ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS. 1 1.) ALL PUMP. WIRING, ALARM, AND FLOAT INSTALLATIONS SHALL CONFORM TO MA55ACHU5ETT5 STATE PLUMBING AND MA55ACHU5ETTS STATE ELECTRICAL CODES AS WELL AS TO MANUFACTURER'S SPECIFICATIONS. PUMP D051NG CALCULATIONS: 1, DETERMINE VOLUME OF EFFLUENT TO BE PUMPED TO LEACHING FIELD: DAILY FLOW = 330 GALLONS NUMBER OF DOSES PER DAY = G DOSES NUMBER OF GALLONS = 330/G = 55 GALLONS 2. DRAIN BACK VOLUME 2" FORCE MAIN = 7.5 GALLONS PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME G2.5 GALLONS = 55 GALLONS + 7.5 GALLONS 3. VOLUME ABOVE WORKING LEVEL = 341 GALLONS (28") 4. PUMP CHAMBER TO HAVE 3 FLOATS: 40 mil. HDPE Liner • PUMP OFF (see note #18) . • PUMP ON • ALARM ON 30" Diam. Cast Iron Frame and Covers Raised to Grade JA" niANAFTFP (-('NJ('PFTF rnvFP-, Use LeBaron LK I I CA or Equal It SEWAGE DESIGN FLJW: DWELLING3 BEDROOM @ 110 GPD = 330 GPD LEACHING CAPACITY REQUIRED: I 10 G D - 330 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: DA(LY FLOW= 330 GPD 97Z5W= GGO GAL. REQUIRED SEPTIC TANK CAPACITY PROVIDED: 1500 GALLON SEPTIC LLOWED) LEACHING CAPACITY PROVIDED: ONE (I) X 30.0 9 0.5'LECHING FIELD CAN LEACH: Vt=((30.0 X 20.0) X 0.74 GPD/5f-444.0 GPD 444 GPD>330 GPD REQUIRED NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. INSTALL: N (I) - ! 500 GALLON SEPTIC TANK ONE (1) - G50 GALLON PUMP CHAMBER ONE (1) - 6 OUTLET 013TRI5UTION BOX (H-20 mated) ONE (!) - 30.0' x 20.9 x 0.5' LEACH FIELD VARIANCE5: TOWN OF BARNSTABLE SANITARY REGULATIONS SECTION 397-2. BUILDING PROHIBITED. LOCATION RESTRICTIONS: 1.) Proposed Soil Absorption System (SAS) not 1 50' from Well on Parcel 10 (Locus) I 1 5' Proposed 35' Variance Reclue5ted 2.) Proposed Well not 1 50' from SAS on Parcel 10 (Locus) I 1 5' Proposed 35' Variance Realue5ted 3.) Proposed SAS not 150 from Well on Parcel 2 1 37' Proposed 1 3' Variance RCClUe5ted 4.) Proposed SAS not 150' from Well on Parcel I I I I G' Proposed 34' Variance Requested �__32 4 5(l 0 GACwN T F' ----i G50 GALLON � SEPTIC TANK PUMP CHAMBER DB-G M-20 RATED D-BOX *EXITS UNDER SLAB, INSTALLER TO UNCOVER AND VERIFY PRIOR With 5witchin,3 Lev65 H-20 TO SETTING ANY SEPTIC COMPONENTS. (SEE NOTE # 19) PLAN VIEW 30.0' x 20.0' x 0.5' Leach Field SCALE I "= 10' Gi P\/A-rIt-1NIC- /-L:) r'A 46" NATURALLY OCCURRING SOILS >o5ed EL=50.75(min) Propo5eJ EL=51 .5 (52.0 max s 5C., •Tee recluired 1 8" Proposed (9" Min - 30 Max) 2" LAYER OF ; /8" - 112" STONE 18.50 8.5" Of $/4" - 1 - 1 /2" STONE rr- EL-44.0± TOP OF C2 LAYER IN 7E5T PIT # I - MAXIMUM GROUNDWATER RISE (WORST CASE) GROUNDWATER EL=31 . P C CRANBERRY BOG Map 31 Parcel 321 Maple Street Intermittent Stream eG� 9 1d0�io/ Proposed Additions (typ.) (See Architecturals) 50' Buffer - Map 1 3 + Parcel 9 i 100' Buffer P a�rd' Bordering Vegetated Wetland Approximate location of existing well to be abandoned SITE PLAN JLi1t_� -cC1_, 0 20 40 GO SCALE 1 "= 20' DRP,1h^Ni....:1�%rafting\2005Dra„vinaS�,Carroil4 : �.3�,dwgA4 I gssd awq NOT TO SCALE PLAN BOOK 178 PAGE 43 DEED BOOK 2253 PAGE 52 A55E550R5' MAP 131 PARCEL 01 O LEGEND - -- --- 32 EXISTING CONTOUR 32 PROPOSED CONTOUR . i2.34 EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE -W- WATER SERVICE LINE -O- OVERHEAD UTILITY SERVICE -U- UNDERGROUND UTILITY SERVICE -G-- GAS SERVICE LINE S TEST HOLE / BORING LOCATION 5T SEPTIC TANK DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM Reserve RESERVED FOR FUTURE caj UTILITY POLE ® CATCH BA51N 1a FIRE HYDRANT ® WELL ® DRAINAGE MANHOLE ■ CONCRETE BOUND. FOUND - - TOP OF BANK a-¢ --0-- METAL FENCE �--� -�- LIMIT OF WORK -� EDGE OF CLEARING X 48.26 �- 40 mil, HDPE Liner (See note # 18) 30.9 x 20.0' x 0.5' Leach Field 5' Soil Removal (see net_- # 17) X Map 131 Parcel i 1 2,52 Maple Street tic on Parcel i ,ear of Dwejj rig THIS IS A REVISED PLAN REV. DATE: 3 --1 - DISCARD ALL PRIOR, PLAN REVISION 03/01/05: Added Section number W Board of Health variance reque5t5; adaed to mitigation planting plan; and changed con5ervation note #4. Mr. Doucglas Carroll 17055 1 Gth Avenue South We5t. Seattle. WA 981 GG SEWAGE DISPOSAL SYSTEM 303 Maple Street, West Barnstable, MA BENNETT O'REILLY, Inc. Engineering, Environmental and Surveying O Services 0 1573 Main Street - Route 8A P.O. Box 1687 (508)898-8830 Office Brewster, MA 02631 (508)896-4887 Fax BY: HECK J05 NUMBER: 0 V ; 13/C5, A5 Noted MTF/I I JMO I 8004-4 193