Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0020 VINEYARD ROAD - Health
i 2.0,Vineyard Run) Cotuit - A = 016 015 S F i } r 1 y � y✓ A` � TOWN OF BA.RNSTABLE r U- °�I N 0 K CY SEWAGE # c�2006 Qq')''i VI ,AGE L u c--f ASSESSOR'S MAP & LOT �6. L'dS 'ALLER'S NAME&PHONE NO.�JCilei1 4, SEPTIC TANK CAPACITY 000 6A'tCl, LEACHING FACILITY: (type) Phi.J4� (size) 5a I I S NO.OF BEDROOMS J� i DE OR OWNER I d d v']N PERMITDATE: 304 ® COD PL 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 200feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300�t of leachindaacility) Feet Furnished by r. a, �E j3�.-6 rr C)3°_emu 3 -c-i 1_® t c� 13'-0 3 A 151 c -c- � ' TOWN OF BARRNSTABLE LCI A116N a d ��� �/� d Q FAI��D . VTLILLAGE C j': ASSESSOR'S MAP & LOT � t . INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER PERMPTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �� 7 c b°d 'Feet Private Water,Supply Well and Leaching Facility (If any wells exist on.site'ocwithin 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 "1 s h .. f No.,. f� OCJ ' 'r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 1 application for igossal *pgtem Con!5truction Permit Application for a Permit to Construct( Repair O Upgrade O Abandon O Complete System ❑Individual Components Location Address or Lot No. 0?0 V J/U?0'A /lW '' G� f�Owner's Name,Address,and Tel No. Assessor's Map/parcel o - � Installer's Name,Address,and Tel-No. Designer's Name,Address and Tel.,No. r A.1 �iPi�.C,Ec.Gs o2G°CQiz��,�'a� .�, o r Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder (♦` 0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 5-5-0 G_ .Q, _ gpd Plan Date OC+ - 1 7 , 2 oa 2 Number of sheets f Revision Date Title Size of Septic Tank .I e o O GA//o.,, Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issue by this Board of Health. Sign Ail 4 Date L Application Approved by ® Date Application Disapproved by: Date for the following reasons Permit No. '�' Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance . THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( Y ) Repaired ( ) Upgraded ( ) Abandoned( )by J P Soy, A ° So-6 Z,=_ ._ at Za V r It Lj &rd has been constructed in accordance with the provisions of Title 5 and the for Disp sal System Construction Permit No. 00(., -0 a I dated -9 d • Installe ^ S`o n /4 .. Designer /9/fi t ro) #bedrooms Approved desi ow .Su gpd The issuance of thi pernkit shall not be construed as a guarantee that the system wilD.uncti design d. Date a i U l� Inspector _ No. --_Jk , Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in c1. ___7Z puter: Yes PUBLIC HEALTH DIVISION TOWN, 1F BARNSTABLE, MASSACHUSETTS -' S+ Application for i5p'.5 f �§p!tell'T Con5truction permit Application for a Permit to.Construct(Re—pair O Upgrade O Abandon O %Complete System ❑Individual Components ' r/ Location Address or Lot No. C20 V/'/vYGb 1C�� Owner's Name,Address,and Tel.No. ,1�4r"�G°7/✓���� 'f� Assessor's Map/parcel t Installer's Name,Address,and Tel.No. �_ Designer's Name,Address and Tel.No. AiLe- i A140 1 t"G O -Irl-dt LftcfS Z0 Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder t Other I Type of Building No.of Persons Showers( ) Cafeteria( ) 4n u Other Fixtures i Design Flow(min.required) gpd Design flow provided �SD G• )J gpd �. Plan Date or4 . 1 Z 2. Go L Number of sheets / Revision Date! •Title aI Size of Septic Tank o7 a o o GA//o^- Type of S.A.S. Description of Soil t j3 �s ti Nature of Repairs or Alterations(Answer when applicable) f ' It Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal:system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of .,Compliance has been issue by this Board of Health. Sign ', AX 'I r) / � Date Application Approved by �� Ut` ( '�� /a /, .5 Date Application Disapproved by: 1� v Date for the following reasons Permit No. Date Issued - ————————— ———————————————————=——————I—————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance' ( THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (V ) Repaired ( ) Upgraded ( ) Abandoned( )by S 0-0 SOU L y_ at Z o V i A 4 &rd ft CQ . l OfU has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. c�00 6 —O .11 dated 9 6 e dreg Installer 'TA S`o n A .. S6 U 7 Designer AI» To #bedrooms �' Approved design flow •S-So gpd The issuance of this permit shall not be construed as a guarantee that the system willfunction as designed. Date i!o?l�� Inspector --' V LW 41,-�t�2. ———————————————————————————————————————————— Wq5q No. �-"`� `© c�-1 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS ni5po9;al ,,&p6tem Congtructton Permit 'r Permission is hereby granted to Construct ( Y ) Repair ( ) Upgrade ( ) Abandon ( ) System located at 0 V I'/IkfA 11r.0 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special condi ions. Provided: Construction must be completed within three years of the date of this pe t. Date 3A( A) Approveed'b I MAR-27-2007 14:43 P.02 MAR-L21-dibf b1:17 rmun; - -- Town of Barnstable INS Regulatory Services _ Thomas F.Geiler,Director • HAM • Public Health Division c Thomas McKean,Director 200 Ruin Streets HyaaWs,WA 02601 Office: $08-862-4644 Fax. SO -790-6304 Installer& Dgip r erti ication Form Date: Designer: _ Installer: 4 za, Address: Add �ress: au !J _ -_ Id. 0 was issued a permit to install a date (instaliel) septic system at tgr,� Llti�_L y "fZ rA based om a design drawn by is ddress AA 11illrEh dated 7 Q J_ designer I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes n i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any compoent of the septic system)but in accordance with State & 1,ocal,lRegutatio . Plan revision:or certified as-built by designer to follow. Foy . :7 1 C) o RoSERTA. G:1 DRAKE CIVIL •$ 8ture} o -a CD zT No.41642 10 (Designer's Signature) (Affix Designer's Stamp Mere) , PLEASE RETURN TO BARNSTABLE PI IC FOALTH (DIVISION. CERTIFICAT-9 OF COMPL'CE YgD—L NOT RE ISSUED ANTI(, B4OM.,'nS FORM AND AS. $lUT CARD ARE RECEMD BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOu. t2;ReattWSeptidDespgaer Cat ra6oa Foy P- (5- TROY WILLIAMS � . SEPTIC INSPECTIONS FAILED INSPECTION �, Certified by MA Department of Environmental Protection (508 385-4360 d " , 19 Hummel Drive9 South Dennis, MA 02660 T 0� o COMMONWEALTH OF MASSACHUSETI'S 419, EXECUTIVE, OFFICE, OF ENVIRONMENTAL.AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION f TITLE 5 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A (:'ERTIFICATION PropertN Address: 20 Vineyard Road Cotuit,MA Owner's Name: Hope Ely Owner's Addres.• Uo Hertha McConville 352 Adams Street,Milton,MA 021860 V�0,)4 Date of Inspection: June 4,2003 Name of Inspector: Troy M. Williams Company Name: Troy Williams Septic Inspections Mailing Address: p p 19 Hummel Drive Telephone Number: South Dennis,MA 02660 (508)385-1300 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. 1 am a DEP approved si stem inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The s%,gtem Passes Conditionally Passes Needs Farther Evaluation by the Local Approving Authom) Fails Inspector's Signature: /,���� Date: 6 /9/03 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of I lealth or DEP)within 30 days of completing this inspetct.ion. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments Although system meets the minimum requirements set forth by the Massachusetts Department of Environmental Protection,certification Is not to be construed as a guarantee of future working condition of system,piping or components. This Inspection represents the conditions of the system on the Date of Inspection noted above. &This report only describes conditions at the time of inspection and under the conditions of use at that time.phis inspection does not address how the system will perform in the future under the saute or different conditions of use. Title 5 Inspection Form 6/15/2000 pace I of I I Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 20 Vineyard Road Cotuit,MA Owner: Hope Ely Date of Inspection: June 4,2003 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: 1 have not found any information which indicates that a of the failure criteria described in 310 CKIR 1.5.303 or in 310 CMR 15.304 exist. Any failure criteria not aluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be r aced or repaired. The system, upon completion of the replacement or repair,as approved by the Board of ealth,will pass. Answer yes. no of not determined(Y,N,ND)in the for the following statements. I not determined"please explain. The septic tank is metal and over 20 years old* or the septic tank(whe er metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is i inent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by t Board of Health. •A metal septic tank will pass inspection if it is structurally sound, leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break ou r high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or even distribution box.System will pass inspection if(with approval of Board of Health): bro n pipe(s)are replaced struction is removed distribution box is leveled or replaced ND explain: The system quired pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection ' with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of l l OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 20 Vineyard Road Owner: Cotuit,MA Date of Inspection: Hope Ely June 4,2003 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1) that the system is not functioning in a manner which will protect public health,safety and the en Aronment: Cesspool or privy is within 50 feet of a surface water — Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt in sh 2. System will fail unless the Board of Health(and Public Wate upplier,if any)determines that the system is functioning in a manner that protects the public hea ,safety and environment: _ The system has a septic tank and soil absorption s ern(SAS)and the SAS is within 100 feet of a surface %%ater supply or tributary to a surface water pply. The system has a septic tank and SAS the SAS is within a Zone I of a public water supply. _ The system has a septic tank and S and the SAS is within 50 feet of a private water supply well. — The system has a septic to and SAS and the SAS is less than 100 feet but 50 feet or more front a private water supply well*". ethod used to determine distance "This system passes ' the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volat* organic compounds indicates that the well is free from pollution from that facility and the presence o monia nitrogen and nitrate nitrogen,is equal to or less than 5 ppm,provided that no other failure crit a are triggered.A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 20 Vineyard Road Cotuit,MA Owner: Hope Ely Date of Inspection: June 4,2003 D. System Failure Criteria applicable to all systems: You nLug indicate"yes"or"no"to each of the following for all inspections: Yes No e _ ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool I/ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _ ni/,g Static liquid level in the distribution box above outlet.invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than%day flow Required pumping more than 4 times in the last year Vim( due to clogged or obstructed pipe(s).Number of times pumped ✓ _ Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone I of a public well.(0,11 I_1%76 An portion of a cesspool 0_ y I r privy is within P p p vy 50 feet of a private water supply well.Tw., w..+•. ? Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water. supply well with no acceptable water quality analysis. (This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organ ic.compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.l Yi f (Yes/No)The system ails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303. therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. IN 4-0 74,•1✓ram �✓ Oh.w rco. ro�.)� 7�r/ll in✓cf.ly'3,Ch 11%4-& jo **-�_•f._ (n� +l. d.�,_ `..�- �• S �l•�.c Mrol w-.11 6� �.r1`.I�r tl Sc v� w'il'tr�✓ acf � vl �o .+ . wu.+ c..i E. Large Systems: To be considered a large system the system must serve a facility with a design of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria ab e) yes no the system is within 400 feet of a surface drinking w r supply the system is within 200 feet of a tributary to urface drinking water supply _ the system is located in a nitrogen se we area(Interim Wellhead Protection Area—IWPA)or a mapped; Zone 11 of a.public water supply If you have answered"yes"to any scion in Section E the system is considered a significant threat,or answered "yes"111 Section D ttibays the!ar _ system has failed.The owner or operator of any large system considered.a. sift�ut Co off:failo under Section D shall upgrade the system in accordapce with 310 CMR .f`. 1 S 3Qq.T1tt:systatn`Awn „ould contact the appropriate regional 601ce of the Department. ���. r 3 4 �> Page 5 of I 1 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 20 Vineyard Road Owner: Cotuit,MA Date of Inspection: Hope Ely June 4,2003 Check if the following have been done.You must indicate"yes"or"no"as to each of the followine: Yes No ✓ _ I':..r,liing information was provided by the owner. occupant, or Board of I lealtl, Were any of the system components pumped out in the previous two weeks Has the system received normal flows in the previous two week period"? Have large volumes of water been introduced to the system recently or as part of this inspection? _ A Were as built plans of the system obtained and examined?(If they were not available note as N/A) _ Was the facility or dwelling inspected for signs of sewage back up? _ Was the site inspected for signs of break out ? Were all system components,excluding the SAS, located on site'? _ &Li Were the septic tank manholes uncovered, opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? _Z _ Was tite facility owner(and occupants if different from owner)provided witlt information on the proper maintenance of subsurface sewage disposal systems'? The size and location of the Soil Absorption System(SAS)on.the site has been determined based on: Yes no Existing information. For example,a plan at the Board of Health. _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)f 310 CMR 15.302(3)(b)] s„ is g ktt�l.'. 5 Y .k Page 6 of 11 OFFICIAL INSPECTION.FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR M PART G SYSTEM INFORMATION Property Address: 20 Vineyard Road Owner: Cotuit,MA Date of inspection:Hope Ely RESIDENTIALJune 4,2003 FLOW CONDITIONS Number of bedrooms(design):—3_ Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x k of bedrooms): -3 Number of current residents: 0 Does residence have a garbage grinder(yes or no): Al o Is laundrN on a separate sewage system(yes or no) wo (if yes separate inspection required) Laundry system inspected(yes or no): M Seasonal use:(yes or no): Water meter readings,if available(last 2 years usage(bpd)): �, ;„w a Sump pump(yes or no): No - Lastdateofoccupancy: -4 aC�w�; COMMERCIAL/INDUSTRIAL .Type of establishment: _ Design flow(based on 310 CMR 1 ;Title _6pd Basis of design flow(seats/persons/Grease trap present(yes or no):Industrial waste holding tank presen ): _Non-sanitary waste discharged to thtem es or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Was system pumped as pan of the inspection(yes or n6y ivo If yes, volume pumped: gallons-- How was gn;,ntity pumped determined? Reason for pumping: -- TYPE OF SYSTEM Septic tank,distribution box,soil absorption system Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Altemative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval _Other(describe):. Approximate age of all components.date installed(if known)and source of information: Were sewage odors detected when arriving t t the site(yes or no):AL V11 yt� A 4 dd Page 7 of 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 20 Vineyard Road Owner: CotWt,MA Date of Inspection: Hope Ely June 4,2003 BUILDING SEWER(locate on site plan) Depth belo�% grade: 18"4- Materials of construction: j[cast iron ✓ 40 PVC___other(explain): Distance fron, private water supply well or suction line: A,i,, Comments/(on/condition of1joints,venting,evidence of leakage,etc.): SEPTIC TANK:—(locate on site plan) Depth below grade: Material of construction:_concrete_metal—fiberglass—polyethyl —other(explain) If tank is metal list age:— Is age confirmed by a Certificate of Co liance(yes or no): (attach a copy of certificate) Dimensions: Sludge depth_ _ Distance from top of sludge to bottom of outlet tee or t} fie: Scum thickness: Distance from top of scum to top of outlet tee o aftle: Distance from bottom of scum to bottom of tlet tee or baffle How were dimensions determined: _ Comments(on pumping recommend ons, inlet and outlet tec or battle condition, structural integrity, liquid levels as related to outlet invert,evidene of leakage, etc.). GREASE TRAP:_(locate on site plan) Depth below grade:— Material of construction:_concrete_metal—fiberglass Zyethylene—other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or ba Distance from bottom of scum to bottom of outl t4ee or baffle: Date of last pumping: Comments(on pumping recommendatio ,inlet and outlet tee or battle condition,structural integrity,liquid levels as related to outlet invert,evidence o eakage,etc.): 3 Page 8 of I l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 20 Vineyard Road Owner: Cotuit,MA Date of Inspection: Hope Ely June 4,2003 TIGHT or HOLDING TANK: (tank must be pumped at time of inspe ton)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass olyethylene other(explain): Dimensions: - — Capacity: gallons Design Flo%%: _ gallons/day Alarm present(yes or no): Alarm level: Alarm in working or (yes or no): Date of last pumping: Comments(condition of alarm and fl switches,etc.): DISTRIBUTION BOX: (if present must be opened)(locate site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outle equal,any evidence of solids carryover. an.y evidence of leakage into or out of box,etc.): PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition pumps and appurtenances,etc.): x i s 8 Page 9 of 1 I OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 20 Vineyard Road Owner: y Cotuit,MA Date of Inspection: Hope Ely June 4 2003 SOIL ABSORPTION SYStEM(SAS): (locate on site plan,excavation not equired) If SAS not located explain why Type leaching pits.number: leaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: _ overflow cesspool,number- innovative'/alternative system a/name of technology: Comments(note condition of soil, gns of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.). CESSPOOLS: V"'(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: S Depth—top of liquid to inlet invert: Depth of solids layer: a J Depth of scum la'er:— on, Dimensions of cesspool: 6 'k C Materials of construction: ijna a 1 4116 C_ k Indication of groundwater inflow tyes or no):_&-S C�mments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): cam— c c_h i./ (1, o vi'X :_�✓r-L �✓ �i, �(s � i�., /L.... �'��.�'i l�yOIJ�.✓l r.✓w �-w r. /.�✓ L.,fig s �rt�StK+- , h csgf�ood �. PRIVY: (locate on site plan) Materials of construction: Dimensions: Deptb of solids: Comments(note condition of soil,signs of hydX* aiure, level of ponding,condition of vegetation,etc.): r . 9 r a Page 10 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 20 Vineyard Road Cotuit,MA Owner: Hope Ely Date of Inspection: June 4,2003 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet.Locate where public water supply enters the building. s,Ny►� Csy oot _ �o . Page 1 I of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 20 Vineyard Road Owner. Cotuit,MA Date of Inspection: Hope Ely June 4,2003 SITE EXAM Slope Surface water ✓ Check cellar Shallow wells Estimated depth to ground water 7•Y feet ------ Adjusted high ground water elevation L 7 feel Please indicate(check)all methods used to determine the high ground slater elevation: Obtained from systern design plans on record- If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of I lealth-explain:_ Checked with local excavators, installers-(attach documentation) . ✓ Accessed USGS database-explain: w z5 -Z",,, 05' /C, —L, 7 You must describe how you established the high ground water elevation: a-- I a 7( This report has been prepared and the system inspected as of the date of Inspection. This report"is not a " h Warranty or guarantee that the$y$tetln wlllrfunction properly In the future. There have been' o warranties or guarantees,either expressed,written or Implied,relating to the system,the inspection and/or this report. 1 I �' Town of Barnstable PH 3 O Department of Regulatory Services 9 /J EAHNSTABLF, • MARS. Public Health Division Date r V °tEn r�pal►� 200 Main Street,Hyannis MA 02601 RE, ,: 4 ----- , l late Scheduled l �� �� .a° Time 4 yt� Fee Pd. 113 .2002 ° td( TOWN�I Soil Suitability Assessment foY Sewage Dzsp Uaiis 1�t� Q1 1�1 ��(�.�NK NGr I��itnessedBy � 1 ���a�4E_ T Performed By: GN -- r r 3q '4Rq u:q t _r.� ly 1-t� a �Z .. +r�� .�.�tse ake,. r.Essex rEa k Location Address Owner's Name �U VI✓ n� �G/ CL- C�e u�r� Assessor's Map/Parcel: UR//a -O1 5— •/ Engineer's Name DC W„(fr # NEW CONSTRUCTION ✓ REPAIR y Telephone# 0 g �j62 y5�11 Land Use et l T~ Slopes(%) d �^ Surface Stones- f cavl v-y 1-10_10t-m Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way . ft Property Line ft Other It p SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 1 V �,OPcIJoQ �,; INA IL r to I ` Parent material(geologic) O llrwJ'(ts N Depth Bedrock to Depth to Groundwater: Standing Water in Hole: —7 '0 7`4 1 - Weeping from Pit Face Estimated Seasonal High Groundwater - s f ,� t"' .'k:•:,:-_ ..• m 'TM.y'"p" iM"f� ';.j kP rt"3'�':7� �� rhE - ��tt - .;!IJw„ F. -..fit, .ro.,t!k r.r n(•,• a:lwP 'q k.n�: atdu. 4.A mw l:are ,Ir,,;tA�k..Frs:,.3' ts.aNtx ar :t*�il4 a..a4t�,.,. _.- . Method Used. V S�r /1/11 Zq ►J C A, in. Depth Observed standing m obs.hole: W m. Depth to soil mottles: Depth to w ping from side of obs.tole: _ 7,O' 71d 2 in. Groundwater Adjustment ft• Index Well# Reading Date:- pZ Index Well level _ Adj.factor �.1Groundwater Level 'I trn iC;fi s �.., nf5.+i :�7. :,_fn,�'tF 7arf°ra N y+�^ �15�P,I�r�ls ahj'fry .10!p (1�e5 ���;Pl!� �r:, ry, Vq �` '! I'+ .I,Tl It ',r �. ./ Ij�G �� �fi:�I lt� 1 IN�'.v ,.,,�,:� .�„�,�ri ,�.�v Ca # kd@: "PdfYlr:. .a,.,.., n Il�lktl �§MII.!�4 ,n, ! u ,,, �.1:+, t. 1i �t� Observation F •tiri=!Time at 9'_ .. Hole# .i,.�S ,r �.. (.V1 � I 1 r.3�;a �• S 4 t Tlme at 6 f�[� Depth ofPerc Start Pre-soak Time @ "00 Time(9"-6") 'tn' End Pre-soakT ) j. t • UV Rate Min./Inch ` Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back--------- Q:HEALT I/WP/PERCFORM _ r }anj 4! P:^ ` � " TI li.l"N,N iI�'YI r�t�trll i� I!, n7 ��i�� ��R+.��''��I „v FYI.Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency,%Gravel_ 2--7 A 0 yrz 3/2 Ts 1—e 0 V jL 5(6 2�- 1'Zo c 1 /r 5 2-5 g/ h. 4 � t,9,. .......... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency,%Gravel) _p,2, -, it d_.,S l OWL5/6 —.,o�h7 E ,�;,a_.. f� .;.:> RUN p � .4?... r'Y.r Ft} Ydi ., Fd..?1ar:�i,Y:'". h'• v k :,'�' .I.ui,,...c.L.iJ:. Depth from Soil Horizon- Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistenc %Gravel i@e yt �G,�,TTt leb�1wl�4 r1L r1�11,N�:ti ali Il��ay+. �. P 3 x i i ,,tJ 7n d -er— .l¢+',kn,'hi P�_�� °�1d+ �a.7,sYF}'^n k2'1sl''. �." `sF t r`a �!tS� kt i'itl b' •�.f,7fcRr�ay Q s-. : Y/n.�j.Yf r J! , G�ti.i Depth from Soil Horizon Soil Texture _ ' Soil Color'"'i Soil' Other` " {: a u • ' SDA -' Munsell Mottling Stricture,Stones,Boulders. Siirface:(n:}• - ;: N ) ( ) Consistenc %Gravel Flood Insurance Rate Map: Above 500 year flood boundary No V Yes Within 500 year boundary No_ Yes Within 100 yearflood boundary No. Yes __ 1 Depth,oMaturally Occurring Pervious-Material Does at least four feet of rat rally,occurring pervious material exist in'all areas observed throughout the , . area ro osed;for the soil absorption system? = { If not what is the depth of naturally occurring pervious material? _ . - - - P t - - - , 5 , Certification -;.:_. I certify that on NOV1 1 (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 experience described in 310 CMR 15.017. ✓'� � l� �Signature Date Q:FIEAJ,TII/WP/PERCFORM V V L r°� HIa'-0' IN N N Ab G Q'-B v4' 4'-q 5/5' 0'-B 14' ( T Ab --- ---- -- -------- - - - Fin YMM W 4 A _______ __ ____ _______ ____ _____ _____ ___._____ _ ____ ______ __ O O SMOKE ET P/B = p < _ HEAT OGT RJR t FT _ L Q 7 Z.A.A. n - g, TOP OF WALL .. F- - VETAITO BE b 3/B'F N 0.1mAT0(SEE SECTION B-A/b)_- - ---- - ----- -- - AlLAST O%a KEY IN FORM BEAMFOR PORCH WALL AS RE BEAM PaKET '- ------ ---- --- ------ ------ - --- ---- -________ __ __ _ _ ________ BEAM P�KET A5 REQUIRED- 40'x bb BREAK- Ib'-0 3/4' IS'-b 3/4' x Z-5'x • IS'-63/4' m. 14'-0' � _. 16'-10 In'. - r __- T'-41/B' T-4 I/B.AWAYFLOOD Poops LVL(FLJf X1 �°B°ELLB� IIf - -I/4 LVL(FLU81U _ -A�i'wxr b66 BRE - _--._.—. �Inm DOORS I- B'LMI WALL D4 4 jB1ILT UP FOR -------------------- �. X30 A�SREGMREDr—\ P___ ___ __ __ v____ _ __B _____ ___________ _ ____ _ ____ _ B+CONCRETE WAL •4 '�y%yU. . . rv_______ ______ $4 N.Z X I---KEYINFORM 1 FOOTIH6 w KEY ` I '- �!-__+ b A4� - P F' ..ai;�-�Qanp s cFOR PORCH WALL -' 30 ' - (� 3/4 q I/Z LVL LUSH+ (I)1 3/4 x 9 I/O LVL fF <U"` c Q�U�RETAINN6 �, '4THILK.LMI . ULW Ll UBY LANDELAPER + ON FCOTIN�RADE LEVELUP TO L ' s .ipssy" pb ` pD§p-6U- IO-e I/ T 'O 3/3OIZ'-Z" 141 8 '1-�I/4' q a xgln� r-Il qnb' i-II Pn zi ------ ------ ------ ------'-- ------- ------ ---- - ----- --- - Ia''T II'-'Q' Gg 3pu° c In'm LLLUSx a•CONLRETEP WH o k o5V �3aE 31/0'LALLYr3 x-'U pVU UH4ULGffp FOOT( AT - _ - COL.ON bRADE -mFROTPORCH - _ _ __ ____(SEE DFG.B/Al) TOP OF WALL AT _ORBELOW GRADE ___ W15'b' LAST Qx4 KEY INFORM WFOR&ARAGE WAIL - - .�.Q Tor Of WMAI-L TO WT.OF Al FOUNDAT I ON PLAN 5LALE: 1/4' = 1'-O' Z%b P.i.SILL W/1/0'ANCHORBOLTS - >--Q0 6'OL.MIN.(p)PER SIL (- FLOOD ZONE REQUIREMENTS - 4 <10'FROM CORNERSF0.NDATON bENEPAl NOTES, ttf(GAL:MIN.f1)DOLT:PER SILLFLOOD ZONE A(ELEVATION II)dA9ENENTSI.AdSTOdE4'COIA•RET[W TALK ON DO'XIO"CONTIIIUO:Y LONCRErE (3000 1)ON b MIL VAPOR BAFRRIER -PROPO�ED TOP OF FOJNDATION AT ELEVATION IOFOOTNG W/KEY;PROVIDE O ROWS OF 44 OVER 6'WELL-GRADED GRAVELREBAR 0 TOP 1 BOTTOM OF WALL.WALL COMPACTED TO 95%MA%.DRY DENSItt -DESIGN CRITERIA-T60 LMR-310T53pHEIGHT TO BE AFPROx bREFERTO .bARA6E SLABS f0 BE 4'CONCRETE (I SQUARE INCH OP OPENING PER 150VARE FOOT OF FLOOR AREA) / - `UNEXLAVATEDr Fo".PLAN 15ECTIONS FOR WALL HEIGHTS) (3500 P5I)ON b'WELL-6RADED&RAVELFULL(EIGHT CONCRETE WALLS WITH 4'TALK COMP.TO q5R MAX.DRY DENSITY;SLAB LRM^d.5PACE-0154 5.F.(0154 50,INCHE5 REOD)5TONE VENEER TOBE B"THICK ON 34'%IQ'CONT. TOBESLOPEDAPPROX3'OONITD OPENING$PROVIDED=(21 4B'%bG'=63%SQUARE INCHES TOTAL 4'CHU 51ELF - ,1 VGONG.FOOTINGFV KEY;PROVIDE Z ROM OF OVERHEAD DCORS (5EE FLOOD DOOR DETAIL BELOW)a4REBAR 6 TOP,BOTTOM OF WALL.WALLHEI&HT TO BE APPROX.b'-4'(REFER TO AREA5 BELOW PORCHES TO HAVE 6' -FO.%0nAN,SECTIONS FOR WALL HEI6HT5) WELL-&RAVED GRAVEL - B'CONCRETE FRO RETE LON OO'x 11'CONCRETEUob no.: 0513 _ FOOTING IW KEY CONCRETE FROST WALLS TO BE B'TALK COLUMNS TO BE 3In'DIA.fgNCREIE 04%10 GONG. -ON 0 (HE,1 CONi1F MI CONCRETE F�TIN6 FILLED STEFL PIPE FOOTINGd,KEY(IEI6HT GF WALL t0 8E BASED ON .HAM.VO,1006 GRADE TOND rOW F F MIN.FROM FIN. •ANYFOOTIN&5 0 COLIH-P45 TO 3E IQ'THICK; - -- ----- - - --- --- GRADE TO BOTTOM OF FOOTING) ANY FOOTNGS DAR42'X42-AND LARGER CONNECTIONS OF FILL HEIGHT FOUNDATION TO HAVE 1 REBAR 0 IQ'OL.EACH PLAY - - WALL5 TO FROSTWALL5 TO EE 5ECURED W/ (FOOTIN6811E5 NOTED ON RANI _ --- _- A A5 NOTED KEY(LAST FROM 2xa) LOOD POUBLE SILLS TO BE Z%b ON P.T.ZXb SILLW UQ'ANCHOR BOLTS 0 b'.O'OL.MIN.AND 6 10'FROM LORNER5.THERE SHALL BE A MIN. FKOF Q BOLr5 PER 51LL(6ARA&ES,PORCHESFROSTYYALLS TO NAVE SINGLE SILL( L la• B• b• o a 1 `. 8 O DETAIL OF LARGER FOOTING FOR STONE VENEER a o !. 1~ 1 50ALE:1 1/3'-1'-0' I `N �LL o �I ` enH: I of 13 B'-2 3/4• T 1/4' 1--10 9/I' 12-2 2q,52' 19'-10 9Bb• - - II'-l' 10'.2 UB' 21:6 T/H• O Q b V V 2'-H I/4' 3'-5 3/b' 3'-5 3A6' 1'-8 I/4' 7-10 9/16 9'-O' 6'-01. b'9.1/4' T-2 3/4' I'-11 I/4' 3'-6 T/B' I'-II T/B 2'-B I/4' 2'-4 13/I6'2'-4 13/16 2'-B I/4' 1X4 MAHOGANY A6 FRAPIENb ON P.T. 3'-31/4'q.-b.3'- /4' a 4 2 3/4' Ab 2 3/4' O I1^1�' YI Yl rC '•b' 4'.b• �'. 4.-b. TL '-0' 4'-0' rC �C T'4' T'O'HANO& ON P.T.NY DECKING W/I%3/IXB R15�ER5 'V U+ i_ _ _ GTO SCREEN m 12'5CVARE TAPERED S i, m m x x 'CRAF BHEN PE ACAST ± - SCREEN (COLL`56 TO BE SPLIT PORCH POBTT ON.A CLT TO A55 NNOTTEDOIGHr) Y` m - nm rv� x 3z Ixa MAHOGANY - - W ss }$ DECKING ON P.T. M411�iANY DECKING }oil yVe y�m �m�iTi �`I•¢ � ON P.T.FRAMING %E GP 1n Yrv, m G.Qonry -.3-0.SCREEN DOOR �. INIX3/I%B MERGERS E' Al ON. I� > m Is•-01 = 3'0' - d•k- 151-0 In• 3 �x R x 4 a o' V7 N gx fx N x Pia E 12• p E ASLSF-T2BI x0a,m S�q .m ++- - Aa bo x b- ARCHED OPENING _ A6 �m�m s va �4 2•_(•4� s In' _, - � ��_ p_ gl. •---- o � N � U - TIVE --- - -- -COPIER ABODE 2-5 3/4 X 4-11 5/4 %T'RCtGN DIM - (VAU.TED 61.6J - - - ry ASLAw-29 LIVING. DINING - - �;O m -- -- -' 2-5 3/4 X 2-5 3/6 , b CABINET DESIGN - coFFERe'vGELING KITCHEN- ` ,`v n MASONRY FI�R���rL.�..E - BY OTTERS _ MASTER - W/40'OPE."' \\\777 �.. ----------- .. _ »I O -- --`. _ - -b%b-B C BEDROOM Al ti _ - § ®� p - KITCHEN DE516N-7 _ ®D m 3' 4'-& '.2'-B V2' r-a- b'-9 1n' -10' el oTHER5 - . �Tur y ry 2-5 3/4 X 4-N 3/4 TACK 4'-0 1/4• 4'41/4• ROOM n ----- RMR '-- '------____-- --' - - - - 0� 1 1_p_�_ -------- -- ---- ------- --- av � LINENREF. q WD. O i MSTR. 'I-11 3/4 x 3-II 3/4 2-s 3/4 x 2-s 3/a 3 3,� y Q yG} m M G 13 IbR®T /9' BATH_ _ _ __ f� 33• mi 24%b-8 - Qo�OCO��e.E 3tm MECH. 2-BXs-B - p� �o�aoa°�Qoiz4c-5 n' -T' WA 1/4• 00 Ny b' 1/4' 2-6Xb-Betc96 2.-OVAL -LITE) .- 7 BTLRS --- P T PORCH 20 /4x 34 m o PDR. -PNTRY >x bx RM. LTONE VENEER = ; LAUNDRY— ry wl T /4 B21 2 ry '-31n' ��i0000_•.ct mOp�000 - BELOW m _-- CMTTE ABOVE I - 2'-2 I/3 3'43/3•. I'- ,• � o SS T cc � - - - DH-214T LNDRY 1 w m Y - 4 vea rU'�ouca R eY-'"0 - - 1-9 /4 X 3-I1 3/4 F Q o - - -- ------ ----- — 8LUE5Tow PAVERS AT FLOOR OF PORCH YV I'-41 T'- 9• ry 7 _ Yatot,U 36EU.�ic'a c�U FIELDSTONE VENEER Ai _ B z I 3'-B'V2' I T 5/ 5'3 - WALLS _ B'6'NWLL HEIGHT P PITCH FLOOR APPROX. In' - -II 3/4 2 5/4' APDR Rlt AND 51 TIT - . - FROM RR 2J'EAWAY e �v I o I J�&1TLER5 PANTRY FLU - - W m v x CEILING HEIGHT TO BE T L^+ Q rv. L"�+w -_ -R"'�^ m TO BE a HEIGHT OF v r LANDING.(T 5/4' _ L . 12°5OUARE TAPERED n ea - n v v 'f,a _-'�'' FIRST FLOOR 5.8F _ _ -F-- 'CRAFTSMEN PERMACASi x - x - I I I LOLUMN'BY:HBb yy £ G y £O iv �'' �x 1-103/4'J - ddd LU W. (LOLUTVIS TO BE SPLIT SX`ZO Oy����``'' �m m - 5/8'F CUT TO REORO IEI61ff1 •gym` mumi - AT CEILING AND c - Q POST DN.AS NOTED II"E WALL MPJ ahg.sm an ary B'-2 3/4' 1'9 I/4' l'-II 3/4' l'-0 I/4' 3'-10' < 5'-10'... Q A (1 CARRIAGE w ry A� - LU H `, tt OH.DOOR - ASCDH-9 l MP lam- Q IB'-6'.. - 8Y CL PAY(OFt SIMILAR) - 2-5 3/4 X—3/4uj VI' Z v . Q a bARA SLABS TO BE 4' - - LONC�ETE(3500 PSU ON 51NIP30N-418 DC BN51 x SLAB i0 BE.SLOPED - 2-10'2 X b-10 2 ` --- --- - ;, - z i= F I RST FLOOR PLAN 2325SO.FT. v LL 5 C A L E, 1/4" 1'-O' 434 SOFT.(6ARA6EJ - - - GARAGE U. O O ABC MP CARRIAGE 2-5 B/4 X 49 3/4 O..DOOR - BY CLIJPAY(OR SIMILAR) - ` 1 - Job no.: 1513 GENERAL RAN NOTES, ' - 2-0 CONC.PFRON -ALL EXTERIOR WALLS TO BE 2Xb5 - date _,AN.2q"o, I ---------------I 3 3'- ecale AS NOTED b 16"OC..INTERIOR WALLS TO BE - 2X45 a Ib'O C O - . NNLESS NOTED OTMERlNISE) - WALLS WITH POCKET DOORS TO PAH/KMW BE 2Xb5(TYPICAL) -WINWW/EXIERIOR FRENCH DOORS BY m 'FELLA'(REFER i0 ELEVATIONS FOR GRILLE PATTERNS) - -FRONT ENTRY DOOR BY:ROGUE 5I VALLEY', ENTRY DOORS BY: MMX - V ary fa ary T -O REFER TO ELEVATIONS FOR WINOO -0' W - - tY ` u+/1. II' II'-0' A IG� R O.HEIGHTS ABOVE SUBFLOOR O AND GRILLE PATTERNS LL p O 22-0' UJ Q - aWL: 2 of is 11 4" 4 1 I 6 Q 6._2. 6._3. 2.-I0. 2..10. b._2. b._3. p._3. 4'_3. y ,y Ab <m s Ta gg 41+ SEAT O - SEAT 1. SEAT e ' m e -= ------= - CL6.LINE ABODE ASCDH-3359 AscvH-3�4 - BEDROOM st 2 Y 299/aX a- Ab -- - --- BEDROOM#3 BEDROOM.#4 - •• N r A ® ASGDH-3359 _______ _ __ ________ V 0 . Ab_ AA�-3T-a M X 41f3/d ®p Wp - 29 3/4 X 4-II 3/4 p ° Q u O T'-b' 3'-9 3/4' 3'-0 9/4' 1'-&- 2-5• 3'-0' 8'9 I/2' _ 2'4' 3'-b' - 9'-11' - - RIv6E. L�TRDH:91'LLAB'-DEL --------------- ,OF _ _ _ _ _ _ _ __ __ ______ .. __ _ _ _I�A�'.TR�M-�91TLABOVE) _ (r OFNHOJ - - 0 MAIN HOL5E '•..1-5 3/4%I-5 9/4 - n. _ � - X / -0% s MAIN HOUSE \ W ASLAW4929 4 u3 BATH#4 - - - - WAA55L-.LppT H p GHI6Hi❑N T UPPER HALL HALLI.�nq ry LINEN 2- -B OR16R a 13 TREAD - ❑q DN II 3/a• n- m_ _ HALLB2 - - _ SEAT _ _____ _________ _________ T -614' 2'-II �4' b'-0' 3'-53/4'� STOLVEIEER1 -yODonLi mQs ZS wyTle „ 5'-1 V2' 3'-6 V2' T' 1/2' _ SEAT SHELF � ON II' 4'1 '-0: 5 ONE.VENEER 6 O < J —OJT INTO ROOF FOR a �4 Q r-4 'ZN OO�Sct 6s0 gng - ESS - Fvx Fi'tpy90�'O^6 a w P�FIDE N6 WINDOW AGG R ry - - caco yy � CHUTE--- -- _-__-__-_ ------ __ --- -: — _ i F m A"I ASC ygyocoo DN.3 0. 3 a'/- 1-5 3/4 X 2-5 3/4 t q m LU Q�. 10'-5 I/2• -b'-6 Vl- 6'-b U2' - 10'-5 V1' b'A I/4' i Lu ' m I'b la 4'-0' 3'2' 0 -III ®P _ ________ - ' Q US.LINE t 6 L Q 1V GUT INTO ROOF FOR— - lL Q WINDOW ACOE55; - Rlm FAN FL COPPER SHOWERRUB° i J PAN FLASHING. - � _ GENERAL RPN NOTESYi`y� ALL EXT.WALLS TO BE 3X65 o nin CC OF RIDGE,____.S' _ o MAIN HaF,B 3 3/ x a. 3/4 �G -BEDROOM tt5 ..I.16.O(. INTERIOR-115 TO BE I - - B� "G■anTH r - - _ _ a u _ Z ?- Q - r 2M5R.W196FJ•OOTHEG. -WALLs WITH POCKET DOORS TO O 1 Z BE 2%65(TYPICAU !� r O -KIINDOVVeXTERIOR FRENCH DOORS BY -•3}` ASGDM-1953 O O _ LU FELLA'(REFER TO ELEVATIONS X - FOR 6RILLE PATTERNS) KITCHEN DESIGN -REFER IK ELEVATIONS FOR FIIND)W _ _ BY OTHERS R.O.NEIGHS A3OVE 5.9FLOOR _ O Job no.: 0513 AND GRILLE PATTERNS , m ' date i JAN.10,1006 i '^ ec61e A5 NOTED drown PAM/KMW � o O S E G O H D FLOOR PLAN 1,959 SOFT. 12-1 5/a. 4-4 5/5' z 0 d - SGALE I/4" I'-O' J - 22'-0' - R' °o p o o e � LU r A6 A6 � - 1 BONEO'HOOD' - U 61 00 GANTOH SHINGLE - PATTERN D O ,II� BI ) Al V' CVT INTO ROOF SZOR IDE MASDNRY CHIMNEY I2 COPPER PAN FLA5HIN6 SIMILAR CAP °T A6 CASING E)wJ w \� � IR ,LFm Fm 2 LU r1 QD FLARED ILMRE LItE 12 V _ AT CANTILEVER W/ DECORATIVE BRACKETS 5uHP19DR_ m SECOND FLR. v FLOOR(6ARAbE7 V O L r \ I ® ® t9 u ��� a 4 Emi 0 FIRST FLR � - 2-SQUARE TAPERED 4-5T VENEER ON ' 4 'CRAFTSMEN PERMACAST 4'TNICK CHU BASE/ TOM DECORATIVE COLUMN"BY,HBIG q 4'THI W/FARED CORNICE BRACKETS w" I/2'MDO PLYWOOp(ON STUDS) '' (COLU4NS TO SE SPLIT - - - W/I%TRIM - , 1ST TO AS NOT HEIGHT) - SHIN I LINE YWOOD(ON SNDS) �__ _____ _____ ________ ____ POST DN,AS NOTED V2 MDO FL ____-_ W/)X TRIM ________ _________ ________ ________________ BLUEST FLR.PAVERS y__. AT PORCH LN FLR.IV _ . . FIELDSTONE - - ` __ ___ __________(VENEERI RISERS -_ __ ____ _____ - _ _ ___ _____ _ _______ FRONT ELE �/ AT10N SCALE: I/4- 1'-O" - - �0e0 [.2$.iidm . 12 - BONED'HOOD, iP p��r Qbnpn3'c II� iTERN PATTERN 6LE wY�6�O,L oa6UU�U_pD (, F FM 12 FLARED SMN6LE LINE TYPICAL ELEVATION NOTES U � iON IX GAEP WJ/=EAD V., U au`o 5 � XP `oo Q y - _ ROOFING: RED CEDAR SHINGLK W/I"R.L.RIDGE VENT CAPSIMILAR _ _ 51DIN6: W.G.5HIN6LES YV VffAVED 2 \ _ - CORNERS(4 I/2-W.r/-) ,n 1 CASING: IY3 JAMBMEAD GAGING,2XLU - \ PVC SILL('AZEK BRAND OR SIMILAR) i - •\ /�— \ / OOOR5: DOORS TO HAVE IXS JAMB/ - Z ll\'rI 1 Ixb HEAD CASING ,(l!_I . / - 12 12 MAIN RAKES: RED CEDAR 5HIN6LE0 RAKE IS I/2' LU \ ® ® 11 II - ANGLED(BLOCKING AS IDE _ Z B R (TYP) A RED CEDAR 5HiNGUEV RAKE W/FURED Nil CEDAR lIYP � Q V ` ................. ......... - - - ON IX FRIEZE ABOVE X BLJO CROWN J O / a MAIN ° - SHINGLES IEZE ON IX BLOCKING); A a �l REnAW • AN V, LL1 1 Ib �— m SECOND FLR HAIN CORNICE nYPJ' RED CEDAR FA5GIA W/IX5 - 11 ` W \ - RL.GAP;Ix RL SOFFIT W/CCNT. / FEW BLACK VEM I'WIDE BY - -- 4 W CROAN ON `11 F IZ SEf PI I2'SQUARE TAPERED - I%FRIEZE ON Ix�K N6)t {LJ Y rLOOR(GARAGE) / -Tix�EN FERFU4:AST . LOLI I TMN'BY.MBIb - z _ • - ♦ - - I(' POST(COLp i5ul OTED TO SE iolm 'V V'NM ri WKNII:C i*Y� ; -_ ASLIA YUI" RC.GAP I%R L SOFFIT YV CONT. 'J " PER'.BALK VEM 1'WIDE BY W TYPICAL - 'i' a PANELS SCREEN LS IX FRIEZEON Ix BBLOC--GOODKINGHN ON ), r RAKEXANUA - (4:12 PITCH) O O W IX4 MAHgG DECKING IX P FRAME - HAIN CORMER RAKES: RED CEDAR 5HINGLED RAKE(5 1/2' CUSTOM DECORATIVE HIM)N IX5 R.C.LAP(PROVIDE BRAGKET5 L,'.�I•— (14•TREAD'') ANGLED BLOCKING A5 NEEDED) 0 FIR T FLOOR —AIT CORNICE AT RED CEDAR FA CA N I%5 RL. Job ro.; P513 - WIL/51TTIN6 CAP ON IX LEAD LA S N(PROVIDE ANGLED OLO -(AS NEEDED) dote TYPICAL RAKE-(SEE DETAIL: JAM.20,2006 CONTINXXS FLARED - celo AS NOTED SHINGLE LINE drown PAN/KMW , ------------------------------------ v. i m ____ _ ___ ____ _____ ________ ________ _ n __ _ __ ___ _____ ____ __ ____ - U 8 RIGHT ELEVATION o A-4 OSCALE: I/4' c I-C" - - BM: 4 or 13 LU N N N IN w.I : Ab - 11 al CARVED FASCIA . . . P ATTEMRN�I%LE .. �.. E _ SIMILAR 11 - .. ,.,. IMILAR 0 MASONRY CHIMNEY - X A b �U. .. n ® = L FLARED;SNINKLED U V '^ e a SUBf�R - - - _ U1 -. 'LRAFT5NIEN.PERMACAST � (COLUMNS i0 BE SPLITFm- 0 - CUSTOM L SHINGLE .. I CUT To REORD H lI ) _ • - .-PATTERN �. POST DN.AS NOTED CUSTOM SCREEN " - Q LONSLE LI` L FLARED - "PALS ' - SHINGLE LINE ' F.T. ME FRADELKIN6 ON - ' ON. .. - (14'TREADS)' _.� ,:.- ®FIST 4lR._ _. - r PLYWWp(ON STAY) __ - --- _-__�. -'_ -. _-_ __-_ ___- ___ ____ ___� ____ ___ ___ ___ --_ ____ __ ___ -L ___ ___ ___ - ___ .... ,. r ,. r - ___ ____ r ____ ____ __ _ __ ____ __ __ ____ ___ ___ ___ _ ___ _ �Y. -------------- R.E"A R E:L'E"V A T I O-N 5C AL E:,.I/4".. O., ^ - BOWED PATTERER N FLARED SHINGLE LINE • Y�o3Q U� VJa�cc�$a - . $.... ON IX LAPYV-S000 oawi GA5IN6 EXF) ' - , 1] - - _ •• a.�Up�Q$ sUO�s E TYPICAL ELEVATION NOTES, Q o V `34 E 11 a-c6 - 't SIDINGS RYLG.SHRN6L SWERVED . e ROOFINK W EEDAR nINGXPS/) LU a w ' w-11 4 '''.11 - LASING IX JAle/eAD LASING,IX - - - PVC SILL.('AZEI<'BRAND OR SIMILAR) O..W ,i. .-• _ _ .. r _ II DOOR$ DOORS TO HAVE 1X5 AAMB/ • t� D SHINGLE LINE IXb HEAD CASINS FLARE m NROV01(41/2AD IX P RE C - MAIN RAKES RED CEDAR SHINGLED RAKE-E 1/1' O 12 - CASING EXP) WIDE(W/IX5 RL LAP(PROVIDE Lu - _ ANGLED BLCCKINI6 AS NEEDED) CUT INTO ROOF FOR MAIN RAKE/PASCIA RED CEDAR 5HIeLEO RAKE(TYP) WINDOW ACCE55 PROVIDE RETURNS(TYP):- W/FLARED VWITE CEDAR.. _ - COPPER PAN FLASHING ' O IN1N6 FRIEZE ON e5000 CROWNLU ON%FRIFRIEZE IxBLOLKING/ W 11'SOUPRE TAPEREp - — — — J1D fLR. CE(T'r'F1: IX6 RED IE k. FASCIA W/014 'CRAFTSMEN PERMACAST ' - r tr - FLOOR(GARAGE( I.W.I+Altl CJ R.O.LAP I%RG SOFFIT W/LONi c _ ® ,_. - �. �. ,;.T ,-_ a�. -:. ... - _ ... .`. PER BLacnm�mcss WlP�[roiraN f(4 q6LULI gB 55 +e IX FRIEZE ON I%:BLOLKING)r (� !.P]1HIE:I U 0C5PLI I � ..._.-- .._ - _..__.-- O /\0JT TO REORD(EIGHT) - - - W -- - POST DN.AS NOTED - -- - . CUSTOM SCREEN TYPICAL - DORMER CORNICE(rrP) I%b RED CEDAR FASCIA W/1X5 - PANELS RAKE/FASCIA - R4 GAP;IX R.0 SOFFIT W/CO- V NT I- IOE BY G - FIT (4:12 PITCH) 'LOR-A-VENT.'48000 CROWN ON W 1X4 MANO6.DECKING rL IX FRIEZE ON IX BLOCKING): ON PT.FRAME CV5TOM DECORATIVEFM - (14-TREADS) - - BRACKETS V ". MAIN DORMER RAKES: RED CEDAR 5HINGLED RAKE IS WX ,- ,Nob na.: 051B — A M IX5 R.G.LAP(PROVIDE - FL OFL�'R_C FIRST W/OR ANGLED SL KINS A$NEEDED) date ILITOPq�ONIQ - JAN.10,3006 AT(GARAGE) DORMER CORNICE AT CAP ONRMCePIX FASCIA IN 1,(R V CAP ON I%NEADNGCA51N6(PROVIDE tale AS NOTED - r CONTIWIOU5.FLARED AANSLEP LAL Rb-I(SEE DEEEADED) FLOOD DOORS (CRAFTSMEN PERMALA5T 50A TAPERED - - - SHINGLE LIFE - .drawn PAH/KMW r ;LOUT p6R4 HE16HTl - LARRIA6E 5ME OH - . _____ > ,'' POST DN AS NOTED DOORS BY LLOPAY U - ---------------------------- , : �. •. BLLE5TONE'PAVERS AT PORCH FLR.W/ q'�4OwNICRETE N . ____ _____ _ _ ___ _ _ FIELDSTONE _ _ _ ___ (VENEER)RISERS` IL c LEFT ELEVATION _ -:;. A-5 Ul : Y ,m - 21'413/32' 19'-1119l32' OVEE 94'X�T/B' LVL RIDGE BOARD n O 12 ON Y! RC.ROOF SHIN61-E5 II D s/B•Cox PLYWOOD twos•la'OL. m N O A U o� 9/4'Tab PLYWOOD O N _ 2XI0 FLOOR JOISTS III 1 1 R.G.ROOF SHINGLES lb,OL R-30 F6.INaJ,LATION 5/B'GDx ROL. y1 GYP BOARD _ U ROSE VENT LAP 1/2' ON I%3 STRAPPING OVER 3/4'X II T/B'V 1 2 L6 JOISTS - LVL ROSE BOARD \ / N22 AM BOLTED--NAILER O IB L. - TO TOP OF FLANGE of STEEL BEAM:(3)2" WIO%26 5 BEAM 2"FALSE JOISTS 4'•3 In' P05T DOWN TO TOP OF FLA OF Y HALL -STEEL BEAM:POS N, 12 O 16'OL. 9 5T0. BEDROOM 2 ' TO HEADER OlbO.J015T5�. \ B/4• A-PLYYHAD W.G.SHINGLES.g In*lJS20 FLOCR In,GD%PLYWOOD J015T5 m 16.OLV R-Iq m 1IN 1x9 CLb.JOISTS IXb EDGE aGTR YV 3/a'CANT.LVL RIM R-19 FG.IN'J1L. O Ib•OL. BEAD BOARD A \ TOP OF DBL. PLATE O LIVING. NIT R-30 F6.IN5WxilON U' ' TOP OF DBL. _ (3)13/4"X9 1/4•LVL ON 1X3 5TRAPPIN6 BEAD BOARD I I L N - PLATE m DINING / - In'GYP.BOARD I%6 EDGE aGTR. I OCK O SOFFIT ) In-GYP.BOARD 2$NEEDED) I I (31 1314'X 9 I/2-LVL - 131 3/4'X'q 1/4'LVL - - 0 Q \ ON Ix3 STRAPPING W/ LV5H:POST ON. SHIM ppPW AS NEEDEb I \ GGFFERED CEILING I I b-O• TO 5 L BEAM TO ALIGN FRIEZE 12•SCUARE TAPERED - CRAFTSNEN FERMACAIT - n)1 ••q VY LVL(fL ) PORCH s WL.SNINC.ES GOLMW'BY!NBa6 0 In'cox PLYWOOD - (LOLUMN5 TO BE 5PLIT I PORCH PO TEEL BEAM IFLV H) LIVING (3)1 2x4 Posr 'I Q 2X65 a Ib'O C. a CUT TO REORD HEIGN41 ,' W/2 NAILER BOLTED M t R-Iq F.6.1N5o cam.TUDY POST DN.A5 NOTED I I TO T OF FLANGE OF N 12.SOJARE TAPERED I - _ 51EE 3EAM,,POST DN CRAFTSMEN PERMAcgS- EL . -fAl-UN41' E B i0 5 BM BEYOND BY H FIELDSTONE VENEER I - - - (COLUMNS TO BE SOLI /►/ - J/4-Tab PLYWOOD - RISERS a PORLH YV - 3/4' G RYWOOp 1 GVT TO REMO HEI I V Nft In'A.S20 FLOOR - BLIESTOE rREAD I I q In 20 FLOORPOST DN.A5 NOTED ` �YOISTS O 16'OL. LANDING W150 16.OL. 'JIB FLR -14 F G.INSULATION - R-19 IN51hATION I MA1H16.DELKIN61ISUB FLR.O FIRST FLOOR /2X RIM 0 NNMCNED CANc. FIRST FL_ W 3/ WK.LVV RIMALL m GABLC-WALE 4'HALNLHED CONC. ON P.T 2XI05 a Ib' G. I 0.FIRST FLOOR v - FONJDATION WALL A _ :: I NSSTTB LDONR � - v 2x6 P.T.SILL W/In' NEEDED 3/4'X9 I4'/ LVL BEYO 1 - - ANCHOR BOLTS - - - O6'4.OL. (TYPILAU - b'CONCRETE `-3 VY LALLY WI-JM I - v BASEMENT SLAB5 TO BE 4' ON 20'X 12' p E AB5 r0 BE 4• CRAWL 5PAGE ON 20•XX 12- -. ` / ON WHO FOOT y .. LONGRETE(3000 F5U ON DRAWL CONCRETE BASEMEN)SL CONCRETE FOOTING - - 6 MIL.VAPOR BARRIER OVER W/KEY CAHCRETE F3000 PSI)ON _ 6-WELL4RADED GRAVEL - b MIL.VAPOR BARRIER OVE - N� _ COMPACTED TO q5%MAX. 2%b P.T.SILL W/In - 6'WELL-GRADED GRAVEL DRY DEN511 ANICHOR BOLTS - COMPACrED TO g5%MAX. TOP OF FOOTING ._ _ m b'-0.OL. DRY DENSITY _ .. (TYPICAL) .. ... ... _. .._._.... - TOP OF F00TIN6 - 8'GONGRETE WALL LEI— .... 2. -. FOOTING W/'El '- 5 CONCRETE WALL - -. ON 20'x 12•CONC. - " .FOOTING N KEY _ SECTION E0TI ON 13'-013l31' I9-111952' SCALE. 1/4• _-1'-O' 5CALE: 1/4 1"-1' _ RIDGE VENT GAP - - OVER 3/4'X II T/B' LVL RIDGE.BOARD 12 - . RC,ROOF SHINGLES 3 Sib PLYWOOD - _ u �0"0✓iY�� ,Un O�;�_ A-11 2XI05016•DL. RIDGE VENT CAP r OVER'19/4'X 11'T/B' 2'uo c.:y y-JO✓Uit���� 2x8 RAFTERS .,. LVL RI06E BOARD 016'OL. - N6000e a6mU�FUpO� ' - 121-bq/I6' r p00 �Omcj$.ti900 - 12 2onra T - Em�a�mm - I 3/4'T16 PLYWOOD 5T0. - RC.ROOF SHINGLE5 2%10 FLOOR J015T5 _ 5/b'LDX MLYYHAOD �s m m-flw . O Ib'OL. 2 2XI05 0 16'OL U R-30 F6.INSULATION _ _ 12 5 ll ��l U o U 0 c QU 0 .. TOP OF D&.. D ko S UEU`vo W3 (2)I S/4'x q V4' L (2)1 3/4-%16•LVi lUJ\ F- - z L,1 I In' _ ON iX3 STRPPPI - .. 5 BEDROOM.4 - - - �s.� n1.2xbs Z \U-I SITTING BATH. _ - W b' cl In'WXk`EWOW I ' ' HALL In, YP.4HOARp� t . '^ I 13/4'Tab PL - 2x65 O 16'04. ON 13 STRAPPING 1 - 9 V2'Af 30 F R-19 ab.INSLL. 5 4)2xb5 `• H IS14 o 16'O.L. W1 3/4'LONT.LVL M R-30 Fb.INSLL. \ 015ECON�FFFLOLR. _ (B)2%B5 YV $LB-FLOOR AT Lu Q O (2)2X10 RAFTERS SECOND FLOOR 3/4 TIG PLYWOOD a� (� TOPO DB TOP OO DEL. IN6_ (BE OV) .—— — — -— 41/JOI T591400GMP N IXb EDGE aCTF. I PLATE•OEDRM.4 In'6YP.BOARD _ R- F6.INSULATION yy; - I I((21 1 3/4' q I/4'LVL BEAD BOAR` I ON 1X3 STRAPPING _ .... IN 4'LONT.LVL RIM J1 Ll�a (FLUSWBELOW WALU (3)1 3/4-%q 1/4'LVL - (2)1 gg/4'X 9 V2' TOP OF DBL: --3 \ SHIM WYOI A$NEEDED - I :.- I - LVL fPLVSN) - RATE B GARAGE w�. N In'6YF.BOARD -TO ALIGN FRIEZE - - - q/b•FC GYP BpAPD ' ON%3 STRAPPING _ (31 Ina FTYiT I - C.SHXIIGLE� - 0 6a H0,1E AALL5 -- FLA{ED SHINGLE in.CD IbPt D GEIL N z (L�It�Ei M1/VLRALL F'ItOfiFED —STONE VENEER :p CUSTOM SCREEN PANELS I - 2%h�O •O(. w nvia nir p: �:2�r WALLA A11U TrM:u , V.•e5C,P1u�esrla h11 GhtEV N' SGRN P(IRC.IH - 'm^ \ ' N u-I9-.B.raq.. HALL NAILER BOLTED ro To'P OF - > "P FLANGE OF STEEL BEAM:' Y ; D R-Iq O MIN OL, 12'SOJARE TAPERED I PROVIDE BLOCKING a 5/b' BEYpl01 R-19 F6.HELL. - CRAFTSMEN FERMPLASi W,I.G. FL.GYP.BOARD As NEEDED GARAGE COL)MN,BY:05.6 I c 9/4'Tab PLYWOOD (COLUMN-TO BE SPLIT - ^, 9 In'A.b-20 FLOOR LVf TO REORD HEIGHT) I I 3/4'Tab PLYWOOD - GARAGE SLABS TO BE 4' 2xb P.T.SILL W/I/2' '0 P05T DN.A5 NOTED q In'A,b20 f 1 Y V AN BOLTS JOISTS 0 Ib'OC' - JOISTS CONCRETE(3500 PSU ON - 0 bC-0O.c. R-19 FG.INSULATION I I R-19 F6.INSULAT10 b'VELLGRA)D GRAVEL . MPICPL W/3/4'CANT.LVL RIM %4 MAHW.DECKING SUB FLR. 5LB FLR. VV 3/4'.NET.LVL (AMP.TO 95%MA%.DRY ON P_T.2%105 0 Ib'O.G. I B FIRST FLOOR •FIRST FLOOR _ DENSITY;SLAB TO BE SLOPED TOP pF iipppp ppFF APPROX.3'DOWN TO FOL*0ATION WALL FOUTOATION WALL 21 OVERHEAD DOORS Job w.: 0513 4•THICK CMU (2)13/4'X q 1/4-LVL(BEY,) +'. b'CONCRETE - ,. 2%6 P.T.SILL W/V2' .- ....... ��¢A1D date u TO SUPPORT 9 I/2•LAL LOL —% FROSTT NALL 'X 1L �O 0., BAN TE JAM.20.2006 - STONE VENEER ON GD - - (TYPICAL) BASEMENT 5LAB5 TO BE 4' CRAWL SPACE CONCRETE FOOTING Q i CONCRETE FOOTING Q I scale AS NOTED CONCRETE(3000 P5U ON KEY Y BASEMENT SLAB$TO BE 4' BASEMENT 8'CONCRETE WAlI CgNGRETE(3DGO PS)ON NW KEY ON 24'X 1Y 6 MIL.VAPOR BARRIER L - b MIL.VAPOR BARRIER OVER drawn PAN/KMW b'WELLTRADED GRAVEL CONCRETE FOOTINGWKEY ' \ �KEI-, 95%MA%. 6 COMPACTED E 9 1 .. ... TOP OF FOOTING TOP OF FOOTING MY DENSITY ev _______a 8'LONCRETE WALL --____LLLLJ - r . ON W B'CONCRETE WALL - FOOTIN6 W/KEY - ON 30'X 12'CONIC. `r. n �' FODnrG W/KEY - 1 � 8 5 E G T I O N G S E C T I O N n o SG ALEi 1/4 '1'-0" W Ay � SGALE� 1/4' a I'-O' O Jl ry an: b of 13 R.G.ROOF SHINGLES 5/B•COX PL YWOOD - 5/5 a 1FL OL. y� RIDGE VENT GAP N� Q OVER 13/4•X II 1/5' RL.ROOF SHINGLES RIDGE VENT CAP LVL RIDGE BOARD 5/B•LDX PLYWOOD OVER 5/4'X II 1/8' 2XI05 a Ib"OG. LVL RIDGE BOARD 1 Q O bX05 RAFTERS O B N N 10'-9 13l32' 9'-B 1q�2' OXB CL6.X15i5 B Ib'O.G. In DN'GYP.BOARD 2YYX8 CEILING,L015T5 RIME VENT LAP - ON 1X3 STRAPPING \ R-300F6.INEU.ATION OVER I %II 2X6 RAFTERS / LVL RIDGE E BOARDD a Ib'OL. - 2 w. 101^ 'a'^ 12 � 4 Y! Y! \ �\ , YB'LR Dom%PLYWOOD �II ^ "_. I� - I2 \ \ TOP OF D&.. ♦� 1- V x 2XI05•Ib'O.G. �\ �^"/ a E e BEDRM.4 V 43 IX3 ST 'Na / 5T0. I - \ (D /4'X T/+•LVL _ / _ 2%10 RAFTER � (2)2%12 BEAM Q` SITTIN 1 (BE ND1 3/4'Tlb PLYWOOD - T' 3/4'il6 PLYWOOD \ GVT INTO ROOF FOR m IR ]XIO FLOOR J01515 '+ 9 I!2'AJS-20 FLOOR i OF WINDOW ALGE55 PROM E `V O 16'OL. JOISTS.16,O.G. �SITTING - COPPER PAN FLA5NIN5 R-30 F6.IN51,1.ATIg1 - ^ W/3/4•.LVL RIM 3/4'pa,PLYV OD KNEEWALL "'- \DBC/ \ / II 4 1/2'A.b20 FLOOR m :A BEYOND ( ` TOP OF JOISTS .l6'OL. =yg FLR v I` - PLATE O L WL.SHINGLES - v W/3/4 GGDLVL RIM t+ In.6YP.BOARD 2XB LL6.JOIST � 2X COX PLY _SELOIID�L� ON IX3 STRAPPING O Ib'OL. ' _?Xb5 0 16'OC. / \ In-bYP BOARD �R-14 F6.INSUL. _. ON 1X35TRAPPIN6 __� f (3)1 3/4'X 4 I/4'LVL (3) 3/4'%4 1/4'LVL _ _ \ I _ 4 L PLATE O GARAGE P)r3/a'x a 1/z• \ _.._ :. ..32R.3/.+LOT 1 Vl ry... LVL(FLUSH) -- ;S' / fU 1 3/4'X 9 I/2'LVL ---- NOR. L STL BM _ - (FLUSHrHElOW WALU W12X2b STEEL BEAM W/2X , - L O a n _ � O (3)2X10 HEADERNAILERT W - MSTR.BEDROOM �' P -o - LAUNDRY HALL r--- ---- PROVIDE F STEEN BEAM;F - MSTR.BATH. --- s/B•FL.GYP.eoARO F.G.V DEP.BOARDLAS NEEDED i m 2%b P.T.SILL FV 12 - r- - _ 3/4'T16 PLYWOOD - - ANCHOR BOLTS r - a CEILING!HOUSE WALLS 4 1/2'A 20 FLOOR (TYbflGAUL 3/4•TlG PLYWOOD - - J015T5 o lb,OL. 4 I/2'AJS�20 FLOOR GARAGE GARAGE SLABS TO BE 4 R-13 F6.INSLLAiION FLARED SHINGLE - CONCRETE(3Eo0 PSU ON '0 U W 3/4'—.LVL RIM BASE JOISTS O 16'O TI b'WELL4< E0 GRAVEL S N!B FM R-13 F6.1N5ULATIDN �FLARED SHINGLE GAS FLR. COMP,TO 45%MAX.DRY L V TTpppp ppFF OpFFIIRpSFT FLOOR W/3/4'LONi.LVL RIM -"BASE ^e_FIRSi FLOOR DEN$Lxl g5 TO @�_� - FOUImAT1pN WALL _ ' FOUImATION WALL V AFPROX.3 DORI TO u 2X6 P.T.SILL W/I'll/2' - - •___------ .e. - ANCHOR BOLTS ((2)1 3/4'X 9 I/2'LVL - - (2)1 3/4'X 4 1/4'LVL OJERHEAD (FLUSH/BELOW WALU - 4'THICK LMU _ !-, (YYMCAL) :: TO SUPPORT 31l2' Y -__ I . STONE VENEER ON INS BASEMENT - B^S - -. NCI. -RA SEH SLABS TO 4' BASEMENT 4 SLAB5 TO B - r_. - B�NCRETE E p GONGREiE f3Doo P51) a 8'GONCRETE WALL CONCRETE(8000 PSN - - - b MIL VAPOR BARRIE ER 3 I/2'LALLY GOLLMN ON 24'%12' b MIL.VAPOR BARRIER - � - - T - - b^WELL-GRADED GRA L ON LONG.FOOTING - CONCRETE FOOTING LBASE�Nl b•WELL-GiRAOED GRA - ON20%12'COMPACTED TO 4S% W/KEY COMPACTED TO PS% - CONCRETE FOOTINGTOPOFFOOTING ... . r � W/KEY .. :" - iOP OF FOOTINGDRY DENSITY ...... ' - - - - 81 CONCRETE WALL -- - . ON 20-X 12' - FOOTING V KEY 5EGT'I0N 5EGT1 ON 5 E 0 T 1 ON 5CALE 1/4 1'-0" - - 5C A E: 1/4' 1'-0" - - SCALE: 1/4" = 1"-0• pig;r .Y R HE �po I �V6•p53 yUp cQ Dn OQ°T�3 °o3c�0 otoa =aDE $u U .T<Eooc pcou LU " _ V w n0/l cl IL . Lu t Z J QN U v 00 Q Nv LL date JAN.20,2006 tole Al NOTED ' - drown PAM/KMW- Z re z ev. - 8 JOB A—7 8 0 0 nrx: •f of 15 LLI I I NOTES Ae U 61 o0 A6 - FIR5T FLOOR JOISTS O TO BE B0I5E GA5GADE 9 1/2" AJ5-20'5 @ 16" O.G. 4" RIM JO15T V J W/3/ ,UNLESS NOTED o o o o 0 0 - - ENGINEERED FLOOR-JOISTS a n T TO BE INSTALLED PER N s I MANUFAGTURER'5 61JIDELINE5 ° U AND 5PEGIFIGATION5 Al 2 � A ^I ^I L m 3 Ab 41 0 cj n� - — _._(11..L.3/,41�91�4J.VL—._.—._rl _(3)13/4%41/2LV '� ` f3)13/4%4 V]LV WBELOW W fFMi L7— TFLUSWBE�W YW� w 1 , N1 --U4 L- — m O TspO 00 (I)13/4 X 9 V3 LVL(FLUSH) (I)13/4%9 1�LVL(FLUSH) Np�u c`o vl(I)13/4 X41/2.� LU Q�: z 4�- L LU ° cl STRUCTURAL DESIGN CRITERIA Y i Q. W Qv - FIR5T FLOOR 40 PSF ILL Alt, Q' 15 P5F DL L1J LL - SEGOND FLOOR 30 F 10 P5F W al - ATTIG/STO. 20 PSF _ _ Z j� -J. - 10 PSF ' . _ r _ _ _ - - � - ROOF 30 P5F O O 15 P5F LL - EXT. WALLS 15 P5F DL - INT.WALLS 50 P5F DL J—^o.: 0515 - 0E6K5/PORCHE5 60 P5F JAN.20.2OOe FIRST FLOOR FRAMING PLAN as= O P5F ece1- AS NOTED 56ALE: 1/4" c 1-0• drown PAH—H Z r F 0 r O LL 8 � O aM: A -F I8 fl r NOTES 0 It W O - ALL POSTS @ EN05 OF BEAMS TO BE N (2) 2X4'5/(2) 2X65,UNLE55 NOTED ° N N - ALL WINDOW 8 EXTERIOR DOOR HEADERS TO BE (3) 2X8'5 W'/ 1/2" PLYWOOD,UNLESS NOTED A6 TXI/fVL - ALL DOOR HEADERS @ INT. LOAD BEARING WALL5 TO BE(2) 2X8W/1/2" PLYWOOD,UNLE55 NOTED ) 4x 1/4L ( (3)1 4 X 9 1/4 VL (3) /4%9 1/4 VL f3) 3 X9 I/4 L - SECOND FLOOR JOISTS TO BE BOI5E-CA5GADE cl I/2" AJ5-20'5, 0 (� 16" O.G.W/3/4" RIM J015T, UNLE55 NOTED N I J - INTERIOR LOAD BEARING WALL LW U = ENGINEERED FLOOR JOISTS TO BE INSTALLED PER PI A, 2xlo 1 RAFTERS ry P MANUFAGTURER'S GUIDELINES v sEDA5"TEM vBRBAY W AND 5PEGIFIGATION5 �^ - ml A6 oNLY f \ o - V 3 \ (3)1 3/4%4 1/4 LVL m B X 21 M.BM. - _ W8 X215TL.BM. n)1 /4 14112 LVL . i (BELOW WALL/ (BELOW WALL) N fU I/ N _. _'J 3/ In1YL. ]3/4 x 9 I%3 LVL (FLI%y)aLlIV 13/4 X 9 In LVL ' . I _ (BELOW WALU (BELOW WALL) (I) 4 LVL 7273/4 X-41/2 -. ��•� f 3/4�I%]L�7 71T.-. $ - C' - e + .(2)1 3/4 X 4 1/2 LVL x q 1 314 X 4 1/2 LVL (FL 5X1 - y 3"fi,°.y 000�50" x5 "dm - - n)13/4 x4 v2 LVL Y�'°'o"°g�=F'QB�oi;c .y fll /4 x91n LVL 2xB5a - �3 SS nN�FS p �99( 2XIO Poor RAFTERS W/ p_➢ - a 2X8 LEILIMJ01STS o_c yw0 G155ETTED A5 A `Q O 6 6 ry ry ry rvl > TYPE 5Y5TD1 OVER BAY s x X a va Lvi - o°Q n ° c o '`m w'�y pvwc nEc (I)1 3/0 x 4 11 LVL _ 2x8 ID FPLSE YJISTS * - OL . 2%B5 RZEFER TO • DWG.&A-61 - -" (3) XB5 � u r �l Z QW C LU 5TRUGTURAL DESIGN GRITERIALLI v Q Q - FIRST FLOOR 40 F15 SF LL DL ILL - SECOND FLOOR 3O F5FF $ J W Q O J - ATTIC/5TO. 20 PSF - a _ W1.-2F5L. _ e. . O 10 P5F - ROOF 150PSFF V IF- z V Nv w - EXT. WALL5 15 P5F DL N - INT. WALL5 50 P5F - DEGK5/PORGHE5 60 P5F S E G O N D FLOOR FRAMING PLAN da a JAN.]O.200B 10 P5F 5 L A L E /4" -O' - (31 2 5 _ cale A5 NOTED drawn PAH/KMW I � I ti m o A_9 n O S am: q of 18 n e A6 LUY 0 0 _,_ _ _ I.. _13J1 i 911"L___ ___ __t ___ 13 a.X_OL __ __I .011 13[ x ° 2%B5 a 16'OL. 2x65 a Ib'OL. 2X65 a 16'O.L. 2X-'a v OL. V I }\V\r 4 J 2XIO ROOF RAF w/ 2xb.OEILIN6 S A T5 W IO X 1 aJ W IO x 26 5TL .b { (2)13/b 16' VL _ p �5Y5TETTEP M OVER SAY r NLY Ab 2X65 e.f6'OL 2 rrr r r r r r r r % 1/4 L �' (3)13/4 X I/4 LVL `1 t' o - - --- --- --- - -- -- --- -- I s - F t3 2 ___ ___ _� 1 1- i Q 1 3/ X 11 /8 L II T/ i (21 2 5 - - {e� U •� I _ ♦iLLrr 1 m 2% RI Z2x12 RIDE . �\ oISTL.f3M. 5 e Ib•OL. 3 ubs a 16 r - - (I1i1 3/4:X 9 1/p LVLi - _c___ r r r - - BEARING LJLI WALL - - 2X10 ROOF RAFTERS YV- - x K 2GU5`.:E TM AS A TRUSS .. . c I r I _ TYPE OIRY SYSTEM OVER 13AY -- (3 13/ xI L --� Ii ___ ___ ___ __ ___ ___ ___-- --- Al NOTES OfI.INTO ROOF FOR WINDOW ACOES$ fl a° � r5�6�Y na - .. � m r ALL P05T5 @ENDS OF BEAMS TO BE � (2) 2X 4'5/(2) 2X6'S UNLE55 NOTED 2�h _ ALL 5 TO BE 2XI0'S x IIIO.G.,UNLESS OTHERWISE NOTED o� _�E o RAFTERS fl)1 6X I L �5°Ib'OL. A, - ,� T - ALL WINDOW HEADERS TO BE (3) 2X6'5 1L1 Q '+ W/ 1/2" PLYWOOD,UNLE55 NOTED v .................................'err»'.. - LU 0 - ALL RIDGES OVER 20'-0" LONGcl 12 n TO BE (I) 13/4" X I}l/8"- 2 z( ° OJi INTO ROOF FOR I - Lu 00 wlNwwAccEss `I - PROVIDE 2XIO LEDGER BOARD Q J a @ OVERLAY FRAMING FOR RAFTER Q 1f1 2xB5e16 O.°. BEARING/SUPPORT J INTERIOR LOAD B IN � Z • RIO OA EA RING ALL ILL .............................................: — -..._......_ 0 � ILL cj < 2---> STRUCTURAL DE5IGN CRITERIA o 0ly - FIRST FLOOR 40 PSF LL 5 PSF OIL — 0515 o.: I - SECOND FLOOR 30 PSF date -AN,20,2006 O PSF ecele AS NOTED T - ATTIC/STO. 20 P5F PAN/KHw —> IO PSF z - ROOF 150P55F - EXT. WALL5 ?5 PSF OIL °o - INT.WALLS 50 PSF OILo ROOF PLAN ROOF FRAM I NG PLAN - DECKS/PORCHES ar.1O oSCALE, 1/5• 1 -0 SCALE, 1/4• 10 PSF / 1 1 O N C pm: 10 of 15 RED CEDAR12 -- ---- -- 12 S, ROOF SHINGLES 11 RED CEDAR ROOF RED CEDAR ROOF _ II D I� l,J CJ 5 LB.FELT ON 5/6'COX D SNINSLE5 SHINGLES Y PLYM SNEATHIN6 15 LB.FELT ON 5/8'GDX 15 LB.FELT ON 5/8'GDX 2X105 s 16'OL. PLYWD.SNEATNINS PLYWD.SHEATMN,5 12 2MO5 m W OL. 2X10'S 0 16'OL. 0 O �11 RED N6C BAR ROOF ^ N N IS 1.8.FELT ON 5/8 COX (� PLYWD.SFEATHIH16 Y 2XI05016.O.G. ♦ T IX6 RED CEDAR I FASCIA W/IX5 CH •uf G R.C.G.GAP In u x IX6 RED YV A R Vim{ U I` RED CEDAR O - RL.FASCIA CAP FA C FASCIA W/I%5 - RC.GAP I"REP CEDAR FASCIA W/IXS m IX RED CEDAR ^H Z`FE El£A1tON5r IA _ BEAD BOARD - R. ,V SOFFIT W/ I' WIDE FERF.VENT G.CAP 8Y'COR-A-VENT' IX RED CEDAR 5O P L PE PER..VENT 5 UY 5 V1• BY'CDR-A-VEM' - Ix RED LEDAR - W RIE CROHN ONE I I WIDE'PERF.VEMI I C �I U IX FRIEZE BOARD - BY'LOR-A-VEM' 8000 LROWN ON I ON I%BLOCKIN6 - I'-7' Iuuull ' O FRIEZE BOARD 'rl /7� ON IX BLOCKING ONxHEAD CASINb a8000 LROve1 ON a8000 LROWN ON 4 1/2'EXPJ IX FRIEZE BOARD IM%IBLE D 10 W. 'ON I%BLOLKIN6 INS ON I/2•COX PLY. 9 ,` L BLOCKING ASREOD '\ OSHINGLESM 15/4'X9 1/4'LVL FRAMED DOWN AS,NEEDED 2X6'sm 16.OYG°D (5) 3/4'%9 I/4'LVLb TOO 11//4'10 WALL m IGIP4E I FROM .(FLUSH FRAMED)2%5 =2%6 CANTILEVERED SEAT (FLUSH FRAMED)2%5 j Q CCC OTYPICAL EAVE DETAIL (MAIN) OGO.PLY�DFRA ED DOWN AS HEEDE SCALE,1 1/2'.1'-0' 12'SWARE TAPERED 3 CRAFTSMEN PERMA T12'SWARE TAPERED /' LBE S CRAFT'5K N PERMAGA5T(COLUMNS TO BE SPLIT `.I CDLLHIN'BY:NIS 6 1 CUT TO RFD D HEI6M) (LOLLM%TO BE SPLIT 2X65 a 16'OL. _ - POST-1-0 OST pN.A$NOTED I 1 CVT TO REDO HEI6NT) - R-M Fb.INSNATION - I - POST DR AS NOTED RED CEDAR ROOF I I _ Is11Le F LT ON 5/0'cox LM)BL 1 TO BE I Z• I I - PLYWD.SHEATHING WL.SHINGLES SET ON 4'HIAIAILHED _ I .q g/H6 FROM OF GOL . 2xB5 a 16'OL. _ U2'L PLYWOOD SLAB LAST ON B' S I I - 1X4 MAHOG.DECKING Q4 2X4 PIRED4V1 WALL - TNILK FR051 WALL - $� 0 - I _ ON PT.2x10 PECK-Sr EUIS5TONE TREAD(14') I I I AND PORCH FLOOR 5L9 FLOOR -. M FIELDSTONE C MAIN HW$@� _.I I IX5AX SKIRT BOARD VENEER R15ER5 - ON(2)P.T.2XIO5 SNIN6LE9WITE AR IDE IP S I - - &.OLKIHG AS NEEDED) - - - - I/Y MIN THICKHE55 - 1X6 RED CEDAR : MORTPR \\' FASCIARC. AP 116 - IX RED CEDAR SOFFIT - VENEER TO SE SET CMl BLOCS TOP+ FOUNp. Ix RED G ON K AS EOAR - REWIRE `SO W/ D SOFFIT - - - HIDEPERF.VEM - - . yy 5Y'COR-A-VENT' S_ TOP OF ilO1F�E _ I FO)NDATION I- - �- 4 �a0000 GROHW ON - WL.5IUNGLE$ aBOOO CFOFOH ON IX S H� Q � ON BLOLKIIIG S 1X5 HEAD C FRIEZE 2%ASING K c.sHIN6L£s sY�a�°i„� QUo u` GDX FLYWOOp IXS HEAD CASING 2x65e16'OC. (41/YEXPJ FG-) SAVE DETAIL o GARAGE DORMER EAVE DETAIL AT FRONT PORCH DETAIL AT REAR PORCH �SCALE•I I/T.I'-0' - :: O.SGALEt I.li2'.-I'-0' - O SGALE� 1/2".P-0•. $lt�llN U e�.. E p 4'THICK STONE VENEER .Q V O+. 3 Q E U V_0 O U " - - LLI I I O CANTILEVERED GABLE W/ EAVE BEYOND RED CEDAR"Co"�"'N6LE5 I RED CEDAR RDD SHINGLES Wn pO�Lu RED CEDAR ROOF 5NIN6LES u_ RED CEDAR 5MNSILED RAKE ! - RED LEDAR SHINGLED RAKE - Lu V IS In'HIM HV 1X5 RL CAP ( (51/2,WIDE)W/IX5 RC.LAP 4 RED CEDAR ROOF 12 (PROVIDE ANGLED BLOCKING (II (PROVIDE ANGLED BLOCKING SMN,5LES 5� AS HEEDED.ALIGN RL.SOW6 ES�1 - 9 AS NEEDED) ,1 1 kn RED CEDAR SHINSLED RAKE _ 15 LE.FELT ON 5/B'GDX AT RAKE M A.G.SHINGLES a HALLJ - 5." a.. (5 V'HIDE)M I*R.C.GAP PLYWD.51EATNIM I - (PROVIDE�AEDEp D BLOCKIN6 - FLM1REC WHITE GEDPR -12- zO/ CDINSLE WMD SXINGLES(5 CO)R5E5 XiGH) 1X65 a 16'O L. - - — - 'l 5TR F.6.INSULATION - J' IX5 61P.BAR AND W.G.SHINGLES I/2'GYP.BOARD F 2 CDx PLYWOOD I FLARED HMIiE CEDAR U O O 2x65 m 16'O L. • '. SHINGLES(3 Lu LOy I HI61U PROVIDE ICE AND WATER L v SHIE VALLLD A AND T ALEYS L ROOF EDGES - - '- - FLARED WHITE LfDAR � Jcb^D.: 0513 SMNBLES IX6 RED CEDAR FASCIA IX6 RED CEDAR W/IXS RL.LAP date JAN.20,200E / FASCIA W IX5 RL.CAP p / - - =410 AS NOTED K IX REP CEDAR SOFFIT r WRED CEDAR drawn PAN/KMW £1 SOFFIT M CONT.I- I%RED CEDAR GAP WIDE PER'.VENT - h IX HEAD LASING yy (4 I/2'E%PJ a8000 CROWN ON Ix ON%�p _ ON�I%°CROHN BLOCK N IX FRIEZE FRIR1111 ONROIX�ELOCKI. ay. FRIEZEAIEAD LASING WC.5NIHWLE5 v a 4. � - 8• 4' S V4' Q s ��11 O RAKE/FLARE DETAIL AT GABLE (TYPJ RD EAVE DETAIL AT W.LG./SITTING DORMER O TYPICAL RAKE / RAKE.RETURN DETAILS AT.EAVES (MAIN) IL 5GALE,1 1/2'•I'-0" SCALE,1 In'•I'-0' SCALE,1 In•'• In I'-0• 0 - mrn: II of I3 2'-6 1/2" NOTES: INLET & OUTLET COVERS TO BE F 2'-2 1/2"TEST PIT 1 GRD. EL. 9.0 TEST BY: DANIEL OJALA. S.E. BROUGHT To 6" OF FINISH GRADE. g-- 1. CONCRETE - 5000 PSI MIN. Revisions # GW. EL. 0.70' WITNESSED BY: DAVID STANTON �� tt'-tt" 6" A- A STRENGTH 28 DAYS �W I I I I 9" MIN._ 4" CV II�� -a \ c� 2. STEEL REINFORCEMENT - �a y DATE: 09 11 02 MOTTLING EL. NONE CERTIFIED BY: A.M. WILSON ASSOC. �I COVER \ J - ASTM A 615, GRADE 60 G M ELEV. SURFACE SOIL SOIL SOIL SOIL 24 DIA. MANHOLE COVER T C I ALL R0� c 9.0' DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER s" FLOW-TOP OF 3. COVER TO STEEL - 1" MIN. LO �: 3 3" I ts•5" _ _ B� - FINISHED GRADE o rf s 0-2" () N/A - - _ ,o :. INLET 4 W'EXTE `A, P E p N L SIGN •'� •r AN VIE FILL AND LOAM i :.. . . .... .:::: . . .... .:::... a PEPRCR TEE LIQUID DEPTH 4" PERFORATED PVC S=0.005 CAP ENDS 6" MIN. 3/4" TO 1-1/2"STONE 2-7" q LS 10 YR 3/2 N/A 5" DIA. KNOCKOUT (T DIA. KNOCKOUT 777= (TYP) (TYP 0 -7-1 PRECAST CONCRETE SEPTIC TANK BOTTOM ON LEVEL STABLt BASES a••` 3-'"� L� c EFFECTIVE z ° 6.67' 7-28" B LS 10 YR 5/6 N/A REINFORCED WITH STEEL 1 e• � �• DEPTH � �qY°RFCpN LEVEL BOTTOM PLAN VIEW CROSS SECTION VIEW + " + , � � 2$-120" M F 1O YR $ 4 3) INLET AND OUTLET TEES TO BE CAST IRON O O 1�-3 o pP + C / / N/A NOTEs „ ¢ - 1 1) SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS.OR SCHEDULE 40 PVC. 6" 7 1/2" 4' 8 50-0 ---� BOTTOM UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELED WATER OBSERVED 0 99.6" TOP PERC HOLE PERC RATE: WAYS, WHERE BY H-20 LOADING SHALL APPLY. PROFILE_ IRO n - 0.70' ® < 2 MIN./INCH 2) ALL PIPE CONNECTIONS AND CONCRETE CON- NO. OF GALLONS: 2,000 SECTION A-A SECTION B-B LOAM AND �0 4 LOCUS ^ STRUCTION TO BE WATERTIGHT, 2% MIN. FINISH GRADE SEED �.00US CEP TI C TANK DETAIL DISTRIBUTION BOX DETAIL d c� DB-5 W/ BAFFLE TEST PIT 2 GRID. EL. 7.9' TEST BY: DANIEL OJALA, S.E. NOT TO SCALE - NOT TO SCALE - � �� Ze # o GW. EL. 0.90' WITNESSED BY: DAVID STANTON ZZ 1'-0" 2" MIN. OF DATE: 09 11 02 MOTTLING EL. NONE CERTIFIED BY: A.M. WILSON INLET & OUTLET COVERS TO BE BROUGHT TO 0'-6" 1/8" TO 1/2" TOF=12. 7' WITHIN 6" OF FINISH GRADE FINISH GRADE 2% MINIMUM FINISHED GRADE OVER LEACHING AREA / WAS STONE t ELEV. SURFACE SOIL SOIL SOIL SOIL 9" MIN. 7.9 DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER COVER s" MIN. / " / " LOCUS MAP 4 PVC SCH. 40 36" MAX. 36" Max. TYP. TYP. 3 4 TO 1 1 2 DOUBLE (�) FIRST BE LAID 0 ELT TO COVER 0-2" 0 N/A L=50' S=0.005 ft/ft WASHED STONE (NO FINES) NOT TO SCALE CROSS SECTION VIEW ►� .07' 2,000 GAL. 2-7 q LS 10 YR 3/2 N/A SEPTIC TANK =: (MIN.) 7-28" g LS 10 YR 5/6 N/A FOUNDATION LEACHING TRENCH DESIGN ANALYSIS. 5.56, TO BE INSTALLED ON A SYSTEM PROFILE LEACHING DETAIL LEVEL & STABLE BASE -/ NOT TO SCALE 2$-120" C M/F 10 YR $/4 N/A NOT TO SCALE DESIGN FLOW: -2.1' 110 GPD x 5 BEDROOMS = 550 GPD BOTTOM WATER OBSERVED 0 84" TOP PERC HOLE PERC RATE: / 0.90' ® < 2 MIN./INCH ---3 3 SEPTIC TANK REQUIREMENTS: "D (200 %) x 550 GPD = 1,100 GPD ZONING SUMMARY Project Title / � �.Y USE 2,000 GALLON TANK J ZONING DISTRICT RF RESIDENCE DISTRICT a LEACHING FACILITY REQUIREMENTS: McConville MIN. LOT SIZE 43,560 S.F. � I MIN. FRONTAGE 150' / 550 GPD 0.74 = 743 S.F. • ` ' ` ( ' Residence MIN. FRONT SETBACK 30' / PROPOSED FIELD CEDAR PLANT BENCH MARK - TOP OF CONCRETE MIN. SIDE SIDEBACK 15' I 8-10 O.C. (TYP) BOUND ELEVATION = 3. 1 ' NGVD MIN. REAR SETBACK 15' O s /�P O I \ LEACHING FACILITY PROVIDED FLOOD ZONE 2000 GAL H-20 SEPTIC TANK I PROPOSED BAYBERRY 50'(1) x 15'(w) = 750 S.F. ZD V - EL. 15 (BEACH) ROP \ I PLANTED f6 �O.C. TYP DUNE D1 \ ,� (750 S.F.) x ( 0.74) = 555 GPD Vineyard A - EL. 11 I 1000 GAL H-20 PUMP CHAMBER OF 019T / / - - 0.4 HP, 2 FLOAT (1 FOR ON/OFF, pG� EXIST WELL TO BE ' HAND AUGE"� 1 1 FOR ALARM) WITH MERCURY SWITCHES E OVERLAY DISTRICTS PROPOSED °°° SED FOR IRRIGA oN i ( 3 Ru % WATER UAL - AP PROPOSED WATER PIPE DRIVEWAY �'P WAY ° ° RPOD P6OSES ONLY. I ' u,✓ / Q TO BE CONNECTED TO TOWN WATER. ,P10 °° \ 50, I DUNE D2 HAND AUGER 2 O POLYVINYL 40 MIL LINER STRIP 0 p' NOTES: D SPOSALASYSTEMERAGE P 2 °°° + �ILTARKTIOLIMITO 01 TROL/ \ / - - _ Cotuit 1. EXIST. WELL TO BE USED FOR IRRIGATION PURPOSES _ 150 0 ° I Q ONLY. DOMESTIC WATER TO BE CONNECTED TO TOWN PROPOSED / __ ° °° °° ° HAND AUGER 3\ \ RETAINING \ ma WATER. ..--� WALL / 9 -a o `PROPOSED / REPLA EMENT TREE 2. DEED REFERENCE: CERT 27732. / / � i F O� �� � � °° \ TYP) \ Prepared For 3. ELEVATIONS ARE BASED ON NGVD. Q �' ® ° p C / 1 \ l DUNE D3 4. LOCATIONS OF UTILITIES SHOWN HEREON ARE F� �y ( ���h HAND AUGER f �' "� / McConville AREA OF APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE / I i I / 20 Vineyard Road �H2 S�'Op •�`� 1 ° �- " FIELD. ° SHJUBS To COtUIt MA CIDToQce�°��o° ° BE ELIMINATED ! / / / 5. MINIUM PIPE PITCH TO BE " PER FOOT. C9 20 Rascally Rabbit Road 6. DESIGN LOADING FOR ALL PRECAST UNITS TO BE / HOLLY Oti C oio ® a Q \ Marstons Mills, MA AASHO-20. A, Ft �,yF ��,• Q m o� �- -i / ( / / o2648 7. PIPE JOINTS AND CASTINGS TO BE WATERTIGHT. - 71 POLYVINYL 40 MIL LINER \5 8. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH `y ' ��o o 'Qo� s �`�CIO � �OASTALMASS. ENVIRONMENTAL CODE TITLE V. IJNE A.6 J / / ti M. Wilson Associates Inc. 9. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO \ �Q� I ° / / } 1 \ I ' S08 420 9792/ FAX 420 9795 BE USED FOR LOT LINE STAKING. LAND BASE AND \ J DGE OF LA PROPOSED / 1 SURVEY INFORMATION IS FROM PLAN DRAWN BY DOWN \ RUB BUFF R \ / / ' Drawing Title CAPE ENGINEERING DATED OCT. 17, 2002. \ X ° ° ° ° 10. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° y NAND AUGER 5� DUNE D4 LOT 34 f XIS'TAG FENCE TO BE REMOVED 1 ' ` 55,000± SQ. FT. � 11. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED SILTATION CONTROL/ \ �� I 1 .3f ACRES WITHOUT INSPECTION BY BOARD OF HEALTH AND WORK LIMIT LINE ' PERMISSIOIN OBTAINED FROM BOARD OF HEALTH. \ 92.25' 12. CONTRACTOR SHALL BE REPONSIBLE FOR VERIFYING \ I THE LOCATION OF ALL UNDERGROUND & OVERHEAD i 6 I �, P� Septic SY, 5tem UTILITIES PRIOR TO COMMENCEMENT OF WORK. \ ' SEPTIC SYSTEM TIES* LANDSCAPE NOTES: \ \ I Revmon DESCRIPTION 1 2 3 \ \ \ \ \ DUl)IZ 05 ' � ` / / 1. SHRUB BUFFER MATERIALS TO BE SELECTED FROM: 2,000 GAL. SEPTIC TANK A 22'-3" 15'-0" \ BAYBERRY, BEACH PLUM, ROSES, BEACH HEATHER Plan ARTEMESIA OR SIMILAR DROUGHT & SALT ' 2,000 GAL. SEPTIC TANK B 19'-s° 23'-6° \ \ \ / / / / TOLERANT SPECIES. '9 PUMP CHAMBER C 22 -6 30'-6" 9\ \ \ \ ,--' 2. SHRUB PLACEMENT TO BE DEPENDENT ON SIZE & IN PUMP CHAMBER D 17'-3" 29'-3" ACCORDANCE WITH GOOD LANDSCAPE PRACTICES. / V D-BOX E 20'-10" 42'-8" 3. REPLACEMENT TREES TO BE SELECTED FROM: P��H OF Nlgss / / WHITE OAK, BLACK PINE, CATALPA, BLACK CHERRY SAS FIELD* F 27-0 40'-9" 0 \ \ `� 9� / Scale:1"= 20' � p ROEERTA. yG OR SIMILAR SALT RESISTANT SPECIES. SAS FIELD* G 13'-6" 32'-8" s DRAKECIV m / � No.411642 � / / 0 10 20 30 40 50 FEET " SAS FIELD* H 43'-2" 23'-2" �'• 4. TREES TO HAVE 2 1/2 - 3►� DIAMETER AND SHALL � �����sTEP , a� / Date April 7, 2006 Drawing No. BE STAKED TO MINIMIZE WIND DAMAGE. SAS FIELD* I 48'-10" 33'-4" 1 a` Design A.M.W. 5. TREE INSTALLATION SHALL AVOID DAMAGE TO EXISTING *SEPTIC TIES ARE FROM INSTALLER AND THE SAS FIELD TIES 3 - fcl- 07 Check A.M.W. TREE ROOTS FOR STANDING LIVE SPECIMENS. ARE ASSUMED TO BE FROM PIPE ENDS. moo. Drawn J.V.B. 1 \X Job. No. 2.1215.00 Last Rev. 3•- 11-c-1 of 1 McConville Base