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HomeMy WebLinkAbout0146 HOLLINGSWORTH ROAD - Health po I tmy ub.( l\ Road , askcv►lke. No. .2GUS^ Zo l 5 .'ee ® � THE 60MMONWEALI OF I)ASSACHUSETTS Entered in computer: (PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpplicatiou for Ti5pont 4-lep5tem Con0truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) L complete System ❑Individual Components Location Address or Lot No. 7 Owner's Name,Address,and Tel.No. j 0 J-3 c�sT 5 US fi`V J E&I<hV Assessor's Map/Parcel ��(� � oi.� ` /' lnWiler's Name,Addr s,and Tel.No. ��o �3® Designer's Name,Address and Tel.No. 71`— 95-O Z N 1MX_rC1e _r NY£ Type of Building: W9191) rr'' - Dwelling No.of Bedrooms Lot Size ly a q 17/ sq. ft. Garbage Grinder (A/0 Other Type of Building./&p � No.of Persons Showers( ) Cafeteria( ) Other Fixtures '�/�1�l /J Design Flow(min•req . L7 red) G gpd Design flow provided V5'! gpd Plan Date Number of sheets_ Revision Date Title ! HotuP65 Cda/z"71f R4 Q 5 T,679-4E: Size of.Septic Tank /7 144a Type of S.A.S. 10151 Description of Soil Q 10 t—A ti Nature of Repairs or Alterations(Answer when applicable) t_ Date last inspected: Y Agreement: j The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in / accordance with the provisions of Title 5 of the Environme_Wo Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo of Heal Signed Date Application Approved by s Date 7— :3/— 2005 Application Disapproved by: Date _for the following reasons -7- 3� Zo D 6 Perms CJ o. l U �j 2- 2-0 Date Issued P N. 0. tTH MMONWEALTWOF-A SSACHUSETTS �T Enteredan computer: HEALTH DIVltld - TOWN OF BARNSTABLE,`MASSACHUSETTS Yes - pplice tion for �N-5pooat *potem Con5tructioh Permit Application for a Permit to Construct( ) Repair( `)--Upgrade( ) Abandon O Complete System p_ � ❑Individual Components F i Location Address or Lot No. I7 6 1110LUR� 00T Owner's Name,Address;and Tel.No. -1/0 s !f0 l ?l�QiQ f . 65T 5 4/5 ilw i Assessor's Map/.Parcel 1 Y © Y?, 4 ^-� /' ,ln�taller's Name,Add e s,anc Tel.No. a 0 Designer's Name,Address and Tel.No. <7�— �SV z � JCTgj� r YC Type of Building: IMP F,���7RE L /� S Dwelling No.of Bedrooms Lot Size /(/r q,71 sq.ft. Garbage Grinder (n/L Other Type of BuildingwddA r No.of Persons Showers( ) Cafeteria( ) 'Other F_ixtures, • Design Flow(min req fired) 7 fU gpd Design flow provided 7 ( gpd Plan_ ,Date 7 3O Number of sheets / Revision Date Tit Ft�4UP6_5 i/y/o�,y RA 0 Si- 2 Size of,Septic Tank Type of S.A.S. C_#0 M AI�4 S PA15 C451— Description of Soil S t L I0 1 _Nature of Repairs or Alterations(Answer when applicable) Date last inspected: A\acr rdance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificateeement: { The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal`system in 'o of Compliance has been issued by this Board of Health/!''/ Signed Date Application Approved by Date Application Disapproved by: r Date — for the following reasons ` Permit No. ZQ 0 1 2 0 Date Issued 77- S/— 2_0 O,si, THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER,TL:Y,that the On-site Sewage Disposal System Constructed (V) Repaired ( ) Upgraded ( ) Abandoned( )by gi IY C1tTEe//Uf) y at /yj/, t 11LL.rN�sulD�e7�l -2b. /1.5WV1� has been constructed n accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Zc"A 2U dated '7 GD & Installer s . Designer SA 9k -t Ny IF_ #bedrooms Approved design flow jq gpd The issuance of this permit shall not be construed as a guarantee that the systemwi•Il>function-aas\designed. Date a/. /e�- `""__ Inspecor ———————————————————————— — — - - -__ No. 2-0003 —'9 ZCJ Fee. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS �Digo!6aC /�otem Construction permit Permission is hereby granted to Construct ( V) Repair ( ) Upgrade ( ) Abandon ( ) System located at /Y(o 9QL4/,v656y0P_7# /?D. 511-fe✓14LE 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 conditions. Provided: Construction must be completed within three years of the date of this pt. Date -7 2-o 0 Approved by TOWN OF BARNSTABLE LOCATION 146 A QIl:fNbS uJQZM SEWAGE# ZOOS VILLAGE -OS'T64VILLV ASSESSOR'S MAP&PARCEL __1 INSTALLERS NAME&PHONE NO. PAS�/i"62 CX cA-y iA�M> SEPTIC TANK CAPACITY /500 (/-l'2o) LEACHING FACILITY.(type) ,506 (N� CW4,A4E5'9S (size) NO OF BEDROOMS .OWNER BAYS7106 uvLO16?L PERMIT DATE: 3/" a COMPLIANCE DATE: 7� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY f)ASlV% -Q-xA:A'yArlL A-9 �, 5 aZ 19 03 B4 3 AR -3 35,3 G4 1 a C 2 Town of Barnstable ��1ME Tq, Regulatory Services Thomas F. Geiler, Director 9RUMSTAsLE, Public Health Division �A! 9.0 Ate® � Thomas McKean Director ED Mpl 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Dater 5-200$ Sewage Permit# 20 cfi='32 Assessor's Map/Parcel o �� Installer & Designer Certification Form Designer: �q ��2 r1•,F sy,��cs�.� Installer: ,(���^�o}.( Address: Ae --, Address: �,-0,8-OAl2%J On--4.1 3N was issued a permit to install a date installer septic system at � based on a design drawn by (address) dvef'� met,+_+ dated ^Z$" Z00% ( signer) 4 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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local lations. Plan revision or certified as-built by designer to follow. Stripout (if req � �. ected and the soils were fo d isfactory. .z'` -- �s�; STEPHEN U MAT ON ,j i � CIVIL r � .(Inst erl N i .•ature) o.46.4� �cF G/STEP` �"10N NG 1 (D igner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office forms\designercertification form.doc Commonwealth of Massachusetts Y Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 146 Hollingsworth Road 1 . Property Address Christopher Stavros Trust Owner Owner's Name Q! information is required for every Osterville Ma 02655 1-26-16 page. Cityrrown State Zip Code Date of Insp40on t71 GIQ Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:when A. General Information filling out forms on the computer, / use only the tab 1. Inspector: key to move your cursor-do not Brett Hickey use the return Name of Inspector key. B&B Excavation ,Q Company Name 14 Teaberry Lane Company Address Sandwich Ma. 02644 Cityfrown State Zip Code (508)477-0653 S113747 Telephone Number License Number B. Certification 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. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 1-26-16 _ Inspector's i ture Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. 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. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 �b VS I Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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 any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ 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 marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent 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. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® 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 '/z day flow (Sins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT 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 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. 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. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 i Commonwealth of Massachusetts W Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 146 Hollingsworth Road . Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. CityTrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ 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? ® El available 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? ® ❑ We 1.re 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? ❑ ® Was the facility owner(and occupants if different from owner) provided with 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: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ Z Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)]. D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15,203 (for example: 1 11 10 gpd x#of bedrooms): , 454 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page.6 of 17 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d see below 9 ( Y 9 (gp ))� Detail: 2014-62,000gallons 2015-93,000gallons Sump pump? ❑ Yes ® No Last date of occupancy: early Dec. 2015 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Date of lasdt pump unknown Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity 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/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 2008 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): At time of inspection building sewer appeared to be in good working order with no sign of leakage. Septic Tank(locate on site plan): 2'6" Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gallon 4" Sludge depth: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 i Commonwealth of Massachusetts Title 5 ' Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 32 Scum thickness 2 Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle 15" How were dimensions determined? measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): At time of inspection septic tank appeared to be in working order, tees present with no sign of back- up.Liquid level equal with outlet invert. Tank is not in need of pumping at this time but should be pumped every 2 years for maintenance. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): e Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osteryille Ma 02655 1-26-16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): At time of inspection d-box appears to be in working order with no sign of carryover. Pump Chamber(locate on site plan): Pumps in working order: 0 Yes ❑ No* . Alarms in working order: ❑ Yes ❑ No" Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): • _ t If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: e _ t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 f Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: (4) 500 gallon ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): At time of inspection leaching appears to be in working order with no sign of hydraulic failure. Chambers were dry at time of inspection with no high staining. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information its required for every Osterville Ma 02655 1-26-16 page. CityTTown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 .Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 . page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below r 0 drawing attached separately i 7 t I 1 I t t i I I I A'l-21.5' A2.29' `✓ A3.41,5" f 131.18.8 T 82-19' i 133.20' ! 134.30' C3.35.3' 3 Q (� Q C4.18.5' i t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °wM 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam.- Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: No Gw 120 feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 7-28-08 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: Plan on file at BOH. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 146 Hollingsworth Road Property Address Christopher Stavros Trust Owner Owner's Name information is required for every Osterville Ma 02655 1-26-16 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file S c t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Town of Barnstable. P# Fine row • o• Department of Regulatory Services : BARNSTABLE. : Tublic Health Division Date y "A88. � .any. �e 200 Main Street,Hyannis MA 02G01 plf0 MAC �j �/ Date Scheduled / ' Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: C Witnessed By: �, 6�► ��1 ���.�(��Sa LOCATION & GENERAL INFORMAT ON �, Location Address (q6 t�o lk-, S errs p�•� Owner's Name ��5 t06r t CLt\ j Cc 5 u�- o2b5'5- Address 3 Ry 7 5 .0tipY- . . ���. .��V �.N"p. i ' ame Assessor's Map/Parcel: I`'tco l p` Engineer's N. a: g NEW CONSTRUCTION"REPAIR Telephone# O% Land Use Ca►- ors /RQS�f7f��(7 � Slopes(%a). O O, Surface Stones 8''► ft Drinkin Distances froin: Open Water Body R{ Possible Wet Area g Water Well ft . o a Drainage Way ft Property Line [ ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) N - CM Ul 19.1 plu prl`V� � Depth to B drock Parent material(geologic) V Depth to Groundwater: ,Standing Water in Hole:. .[►I� . 06 `Meping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLEd Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. u a% Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level` �` PERCOLATION TEST Datel!a'13 t7� Time Observation Hole# Time at 9" Depth of Perc . t �—. Time.at 6" �� �(� 3'7 . Time '-6 Start Pre-soak Time u f ( ) End Pre soak is fPo� Rate Min./Inch Site Suitability Assessment:,Site Passed .Site railed: Additional Testing Needed(Y/N) Original: liublic'I tealth Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is,tb be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. "t f Q:HEALTH/WP/PERCFORM } DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface-(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi tency.° Gravel) 0 1t� S olby to `( N ac rfi LS 5 q 1 01 bg. b ' DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil.Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) p_t.{ /} ►5� y=3 bVS 'D o _ 1�1 �� RCS LC ^(.y IL 1MCtltU� �.�." �I th 12 I oo�jrL \P l l 1 DEEP OBSERVATION HOLE LOG Hole#' Depth from Soil Horizon . Soil Texture Soil Color Soil Other Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.° Gravel) o ^\ S Nf rJi .,l 3 V5 LK �L6 �VIA �tPrrSLt� S,h DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, coils ist i c °° ve S 4PA )16 Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 50Q year boundary tdo Yes Y Within 100 year flood,boundary To Yes Denth 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? not what is the depth of naturally occurring pe vious material? If p Certification ��'� I certify that on ei (date)1 have passed the soil evaluator examination approved by the Department of Enviro en al Protection and that the. above analysis was performed by the consistent with the required tra' in ,expertise and ex erience described in 310 CMR 15.017. Si rnatLire (� Date G e:HEA1,Tl-11 W P/PERCFORM �.............�...,.. .,.� . /��-•�----,-�,....,..�,.--,..-�-----r--,.�.-r-+-.w -..r,..--.....�.,....-•...T ..,,w,,.r, :.._�...o.�.:-..,,.,...,._.*..,,-..t-..�- yam,, .......�_.-_ .- --e THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH yo y C ITY/T0 W N � , y •�'��--� a DEPARTMENT — �` / r y ADDRESSr ` e 'I V1 V I / 'i' t��' TELEPHONE AddressfULI ;> /- "Occupant i �7 1 IV Floor Apartment No. No. Occupants r `J No. of:Habitable Rooms _ No. Sleeping Rooms No. dwelling or rooming units � No. Stories � / eo /Name and address of owner Od- {�. . ✓.,q .A1 /fit'[ /�p - . r '"' '/ emarks Reg./ Vio. t YARD Out Bld s.: Fences: " a Garbage and Rubbish: Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps, Stairs, Porches: Dual E ress:,and Obst'n.: ❑ B ❑ F ❑ M Doors, Windows: Roof Gutters, Drains: Walls: Foundation: Chimney: BASEMENT Gen. Sanitation: Dampness: Stairs: _ Lighting: STRUCTURE INT. Hall, Stairway: Obst'n.: co ° Hall, Floor, Wall, Ceiling: Hall Lighting: Hall Windows: z HEATING Chimneys: z Central ❑ Y ❑ N Equip. Repair W TYPE: Sfacks, Flues,Vents: a PLUMBING: Supply Line: ❑ MS ❑ ST ❑•P Waste Line: _ m H.W.Tank(s) Safety and Vent(§) co ELECTRICAL Panels, Meters, Cir.: 0 ❑ 110 ❑ 220 Fusing, Grnd.: AMP: Gen. Cond. Distrib. Box: o Gen. Basement Wiring: LL DWELLING UNIT - Ventil. Lgtng. Outlets Walls Ceils. Wind. Doors Flocrs Locks Kitchen _ Bathroom V Pantry Den Living Room _ Bedroom 1 Bedroom (2) Bedroom (3) Bedroom (4) Hot Water Facil. Sup.Ten., Gas, Oil, Elect:: _ Stacks Flues Vents Safeties: Kitchen Facilities Sink Stove Bathing, Toilet Facil. Vent., Plumb., Sanit'n.: may; P#^;I ,A I .1�91- .""") r7 rt?);" i"t. „r'� Wash,Basin, Shower ortTut�': r ` a`' i p t�c�c f �'"'-i'°ram r '` .� `11 � lt1 Infestation Rats, Mice, Roaches or Other-. _ Egress Dual and Obst'n: General Building.Posted: Locks on doors: ONE OR MORE OF THE VIOLATIONS CHECKED'ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY .105CMR 410.750. OF THE CODE OR THE AUTHORIZED INSPECTOR. (See Over) "THIS INSPECTION REPORT.IS SIGNED AND CERTIFIED UNDER THE PAINS AND PENALTIES OF PERJURY." INSPECTORxi �tGTiTLE i` ,r /! I DATE , —> --^� TIME �-",P`M. , ° c ,.^ v ° A.M. THE NEXT SCHEDULED REINSPECTION ' 4 tF^-LL.. -_ P.M. ' t 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions, when found to exist in residential premises, shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of these items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.000 through 410.499 state minimum requirements of fitness for human habitation, any violation has the potential to fall within this category in any given situation but may not do so in every case and therefore cannot be included in this listing. Failure to include shall in no way be construed as,a determination that other violations may not be found to fall'within this' category. Nor shall failure to include affect the duty of the local health official to order repair or correction of the violation(s) pursuant to 410 CMR 410.830 through 410.833 nor shall it affect the legal obligation of. the person to whom the order is issued to comply with such order. (A) Failure to provide 'a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B)_ Failure to provide heat as required,•by 105 SIR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B) and 410.202. (C) Shut-off and/or failure to restore electricity or- gas. (D) Failure to supply the electrical facilities required by 105 CMR 410.250(B); 410.251(A), 410.253(A), 410.253(B) and the lighting in common area required by 105 CMR 410.254. (E) Failure to provide a safe supply of. water. (F) Failure to provide a toilet and maintain a sewage system in operable condition as required by 105 CMR 410.150(A)(1) and 410.300. (G). Failure to provide adequate exits,-or the obstruction of any exit, passageway or common area caused by an-object, including garbage• or trash, which prevents egress in case of an emergency 105 CMR 410.450 and 410.451. (H) Failure to comply with the security requirements of 105. CMR 410.480(D). (I) Failure to comply with any provisions of 105 CMR 410.600 through 410.602 which results in any accumulation of garbage, rubbish, filth or other causes of sickness which may provide a food source or-harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of lead-based paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regualtions for Lead Poisoning Prevention'and Control 105 CMR 460.000. (K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or dafety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilities as are required by 105 CMR 410.351 and 410.352 so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any of the following conditions which remain uncorrected for a period o.f five or more days following the notice to or knowledge of-the owner of said condition or conditions: (1) lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either operable.' (2) failure to provide a washbasin and_a shower or bathtub as required in 105 CMR 410.150(A)(2) and 410.150(A)(3) and any defect which renders them inoperable. (3) any defect in the electrical, plumbing, or heating system which makes such system or any part thereof in violation of generally accepted plumbing heating, gas-fitting, or electrical wiring standards that do not -create an immediate hazard. (4) failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A) and 410.503(B). (5) failure to eliminate rodents; cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (N) Amy other violation of Chapter, II not enumerated in 105 CMR 410.750(4) through (M) shall be deemed to be a condition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the board of health. f , O�-fill � The Town of Barnstable Health Department { 'A"3TA'f 367 Main Street, Hyannis, MA 02601 riva Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health June 25, 1992 I Attorney Ron Jansson P.O. Box 147 Barnstable, MA 02630 Dear Mr. Jansson: This letter is being written to inform you of the status of a housing complaint reported to this department. On April 9, 1992 the Health Department received a complaint from Tracy Pfistner, tenant at 146 Hollingsworth Road, Osterville. Donna Miorandi, Health Inspector for the Town of Barnstable performed an inspection on site. Please see copy of the attached report. Upon receipt of report, Mrs. Gloria Hall called me at the office to inform me that on Wednesday, April 22, 1992 she would be sending a workman to the house to correct the problems. I stated that I would be on vacation that week but to proceed with the work to abate the violations. Upon my return I was informed that the tenants across the street at 141 Hollingsworth Road called the police to report that a breaking and entering was occurring at #146. Therefore, the workman was turned away and not allowed to perform required work. I believe that this was the second attempt made by Mr. & Mrs. Hall to correct the problems. If_there are,any further questions regarding, this case please feel free to call me at the office, 790-6265. i Sincerely, PMiorandi Health Inspector I co f o L to O w Lb _ --- - - - > 000 TOP PLATE - - -- -----_ MIMI� U0 d - -- W ! 10, :l E :1E P � I d °CORNERS I ----- --Typ=-------- -- OD o Ln FRONT ELEVATION Vl w 1� SCALE: 114 i -0 m O LILI ul tu ffi --- -- _ PLATE— Q O Z 4® -- -= - - N H o W (Y �- —_ - — -__--------_-__ W(Y- 0 ------ . -------- —-- ------- TOP PLATE -- rc 3 -- ---------- --- -- -- aZ J-Ltu o v Z LU I1 N LU J 1.0 O �� c0 = ! N 14 - N -- -- --- -- I-- ---- -- ------- _ - - ------ SWEET REAR ELEV ION AT 1 SCALE: 1/4" .. 1'-p" A JOB: 0823 DRAWN BY: KW DATE: 8/2-- VI � IJ 0 Lo Ln RM w V) ___-— ---------- -- -------- --------------- — J t's 10 0 W V) FEI 12 Z W D 0 W q 0 M WOVEN CA TYP.OMERS M ------ ----------- FIRST FL.00R,4w OEM 0 Lo W RIGHT ELEVATION 00 1. SCALE: 114" V-011 z 0 LU 12 12 to LU -- -- - ------- -- ----- - -- -- --- ----- TOP PLATE LU Lu LD z TOPPLATE ........ ...... ... ————— ------- --- ——————— — lu — SECOND_ . -- _-- -- _— -----_= FLOOR, V z LU z o tu EID 11D I-Im ED ET-11 WOVEN =1 co CORNERS TIT. FIRST FLOOR ———— ————-- — — ———— —— ——— A-—_=_9� I — ————————— SWEET LEFT ELEV 6,110N A 2 SCALE: 114" - V-oil lJOB: 0823 JDRAWN BY: KW I DATE: 8/21/08 T '—O" 18'-0" -� 12' O" 10-0" s 4_pn o A(D' 5'-0" 81-0" 2'-3" q'-10° 3'-11n in N ASG 7517 ARCH O Lo DECK ABC 2559-2 ASC 2563-3 AS C 2559-2 12 x20 50 3/4"x 59 3/4' 75 3/4"x 81 3/43 50 3/40x 59 3/4' p M=mm O CATHEDRAL O o BREAKFAST BULK HEAD o - Al LLI Ln --- I w J 1` = � J h 9'_bn Ili. � / \ DW 3 e. _ .. LVL BEAM x/N \ ABOVE FLUSH $ f^ in T I KITCHEN ASG 2959 j W Of �p 12'-0' VAULTED CEILING OREF a o 29 3/4"x 5 3/4" r y �„ ASC 2559-2 , 4'-b" 10-3 3/4" 1�1 V o, DIN iNG 50 3/4'x 59 3/4' 0 K ", s ap ® { 6 ' W v 31-2" 9"8° PAN TR :c ° '^ a MASTER BEDROOM $ 0 9'-O' co , CARPET DI (3) 14 4QT-b" H . R s I ASC 2929 S r ¢ a��in o 29 3/4"x 29 3/4" 9 t8 NDR DN „n 00 IN 1L s M�/ 200 '-5" 3' 8 3'-10" 'j� '- " 5'-8" 2& 2 Ln " - 16'-0' VAULTED CEILING T in o a LIVING ROOM A OAK OAK ® __ _ I Q O .moo o 5_On wm . 2A v y- m d. - MASTER ASC 2547 Q- ASG 2929 9'18' HDR ifx _� �® LE 25 4'x 47 3/40 - N 29 3/4"x 29 3/4" !Z p u n O y U 3 � q 60 m A'-8" WDR FOYER RATED ILIN. _ OAK j J NOTE: 3' o WINDOW DESIGNATIONS ARE , -2 I/2" , 3Q PELLA WINDOWS. 14) v v TWE PROJECT FALLS WITHIN T14E W NIGH VELOCITY WIND ZONE AND I u WINDOWS TO COMPLY WITH HIGH ABC 2547 IMPACT REQUIREMENTS co co m CO O CN 26 3/4'x 47 3i4" W Q BRICK STOOP _ Q NOTE: '' a x o Z CONTRACTOR TO REFER s u(l! Ify- TO WFCM 110 X 8 AND CHECKLIST FOR ADDITIONAL o !STEP w HIGH WIND TECHNIQUES ' O GARAGE rc Q RELATED TO THIS PLAN �=' 6LSTUD CONCRETE SLAB o 31% SHEAR WALL THIS SECTION iY -�++ Z O z Z SHEAR WALL COMPLIANCE: t0 1l.1 J W- 26% OF EACH WALL RUN ASC 2547 VERTICAL SHEATHING WITH Sd NAILS 3" EDGE/12" FIELD 25 3/4'x 47 3/4' SEE SHEET Are ABC 2547 (4)16d NAILS PER FT BOTTOM PLATE FOR FRAMING DETAILS 25 3/4"x 47 3/4' FOR NARROW WALL L- 17% OF EACH WALL RUN o 4 BRACING VERTICAL SHEATHING WITH ' 8d NAILS 3" EDGE/12" FIELD SHEET (4)I6d NAILS PER FT BOTTOM PLATE 7'x16' O.W. DOOR W/ TRANSOM m 7'—O" 7'-0" 4'-O" 6i_O" i On 16'-O" 1 O" A 10'-O" 20'-0" FIRST FLOOR PLAN 44'-0" JOB: 0523 SCALE: 1/4" ® 1'-0" DRAWN BY: KW -p W DATE: B/21/05 25'-0" PIN 12" -onIN I ill 0 Ln !.I��'lllllj�illjl� I i�ii � I! lill � Ii III I!I I� � Ln 0 w Ln J Is Jc 06 > Q� 0 HUI W LO 4-a w j12-4 BEDROOM #3 r 0 W t il CARPET 12' o 0 42 N 4y" BEDROOM #2 Cy CARPET 0 OD 0 29 3/4'Se 47 314" OAK 2 r PC 2q47 >- 0 IJO 3'-7 3 40 :�, o 12" ----- - __--_-OF w 22 w f (000 O OPEN TO� LINEN 4 3: OAK BATW uJ (L 2fe TILE WALK IN ICLOSET 2-Q BUILT IN I NOTE- WINDOW DESIGNATIONS ARE 0-611 31-5 1/21, 0-0 /2" 12 II I 11 PELLA IN 0 INDOWS. llil 111111 H 111111 1. 1 ��Ik I Lu THE PROJECT FALLS WITHIN THE tuF HIGH VELOCITY WIND ZONE AND ------ WINDOWS TO COMPLY WITH NIGH z IMPACT REQUIREMENTS Lu ASC 2cI47-2 VS W6 i III i STUDIO PLAY RZ 58 314'x 47 3/4 L CARPET NOTE: bou ILA CONTRACTOR TO REFER !IIIKNEE WALL TO WFCM 110 X B AND N, oIti X z CHECKLIST FOR ADDITIONAL HIGH WIND TECHNIQUES RELATED TO THIS PLAN v Z (L z 41-00I!IIKNEE WALL Lu J II ICI' IIIII 14, 5UNK Oom SWEAR WALL COMPLIANCEt CAP-PET KNEE WALL W= 26% OF EACH WALL RUN VERTICAL SHEATHING WITH i VS 104 8d NAILS 3" EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE L- 17% OF EACH WALL RUN VERTICAL SHEATHING WITH SWEET Bd NAILS 3" EDGE/12" FIELD ASC 2947 (4)I6d NAILS PER FT BOTTOM PLATE 29 314'x 47 3/4' I III A4- A'-O" V-011 J05: OE523 SECOND FLOOR, PLAN-1 JDRAWN 5Y: KW SCALE: 114" - I'-0 I I DATE: 8/21/05 1 -0 -0" 16`"-O° 12'-0" 5 �,'Zu 5'-4" r,_bi 4-0° 1 I Q I 3 2x8 GIRDER I 4x4 P.T. POST GALV. METAL POST ANCHOR I I I I G O j 10' 'SONG TUBE PIER W/ W I 22' 'BIG FOOT" FOOTING TYP. I I I ->.r a\ - -i I p I I I I I I I n J Ih In lq' - I 16, BILCO I o J ISULKWEADI I I I I°Og:R I I } OD 10 4_ PKT- ._ /� PKT I" U I O O 7'-7° - 7'-7° 7'-711 15'_4u itl I L: I D00 r al I ` I 3-2x12 GIRDER Im E=l O _ I 3 1/2' DIA. STEEL COLUMN L — W 30'x30'x12' CONCRETE PAD i - — �� — � — — I n W µf PKT I 3-2x12 GIRDER I I Z r------7 ______i 3 I/2' DIA. STEEL COLUMN I O 30'x30'xl2' CONCRETE PAD I I o M o ' n FULL BASEMENT LY 3 1/2' CONCRETE SLAB i-- --i ® I I i9 M a r- -- r 1 8'x7'-9' CONC. WALL IONIV CONTINUOUS FOOTING 1 . I L UP J I t o Lu L 8M BM —————————————————————————� -— — — — —— PKT —— I — 777 is -------------- , i �� i ------------------ � r----- 1 LU o I I I 1 I LIJ NOTE: 1 I— — — —I I I I Z 5/8" ANCHOR BOLTS I I I EMBEDDED 7" I <: I to SPACED 45" O.G. 12" FROM CORNERS I FILL FOR STEP I a" " PLATFORM x46 CONC. WALL I N WASHERS 3"x3"xi/4" O i i DROP WALL 4' I 10x16 CONTINUOUS FOOTING I W L O 1 `D I I 1 I I I I rc 3 Z I I GARAGE I ? I Z_ J 4' CONCRETE SLAB I I p v Z Q O - - - I PITCH TOWARD DOORS Z J LU J I I _. -- I 1 I I I SWEET I 10' DROP• DOOR I ' L J----------------- IA5 .a" I6'-6" -a" FOUNDATION PLAN JOB: 0415 14'-0" 10'-0" 20'-0" b'-o' DRAWN BY: KW SCALE: I/4" m I'-0' DATE: 9/9/04 cli O Ln11 4 Ln O II� J I� J 1� RIDGE VENT i Z ` 2x12 I� W Q 2x12 RIDGE BOARD w LL. ASPHALT SHINGLES mom" G• i �b0• O� CIO®16�0 5/8' COX SHEATHING p �O 60 C RIGID WIND WASH BARRIER RE6IUIRED Id W t C Q4 AT EXTERIOR EDGE OF EXTERIOR WA pp 2xIO's YIbb.C. " TOP PLATE a■ ■ O 2x8 cJ o oIb o.c.� � �I d � s-- ix3 STRAPPING 1/2" GYP. BOARD ���\� N "HURRICANE CLIP° O BEDROOI'i.#3 FASTENERS AT ALL RAFTER / TOP PLATE w ,^ JUNCTIONS TYP. V r 17VA ` M1 /r'' WR30 F.G. INSUL. TYP. ULTED CEILING��� � BLOCKING W-01O.C. MAINTAIN AIR SPACE DINING ROOM 2x9 IN FIRST TWO JOIST O BEYOND �`\ BAYS FROM GABLE WALL r� Ln CONT. VENTING DRIP EDGE N 6'I OIb'O.0 ,� U j W Ix8 FASCIA /MEMBER SOFFIT c� 2xi0 FJ's ®ib'O.G. m AUMINUMDGUTTERS AND DOWN SPOUTS LIVING RODI"f �o I FRIEZE BOARD AND MOULDINGS of of I I FLUSHI BEAM L N FINISH STAIRS ISR iv mm 2x6 COVERED N 3-2xi2 CARRIERS I I 1/ RIq . STUDS 24° O.C.F.G. INSUL. PORGN 1/2" PLYWOOD SHEATHING dD KITCHEN ' ' (- rnEK WRAP I I I BREAKFAST W.G. SHINGLES TYP. r r ---- I I 3/41 PLY SUBFLOOR ' I BRICK 6' RI9 FIBERGLASS INSUL. ---- I I Lu J's•16'O.C. P.T. 2X6 2x10 F SILL + SILL SEAL J ANCHOR AT 45° MAX -II''II I 3-2x12 GIRT 3-242 GIRT 3-202 GIRT III i =II1 i PLANK STAIRS 13R I i-II a 11 5 I 6 I 3-2x12 CARRIERS 6 I = w 8'x7'-9" CONC. WALLS i 1 - W DAMP PROOF BELOW GRADE r I r 1 NOTE: U I I 5/8" ANCHOR BOLTS Z to I I t3'-4" EMBEDDED 7" w O -4" i SPACED AS" O.G. 3 1/2° coNc. sLAB i 12" FROM CORNERS Q " " " _ ...... ...:. .. ... ...: .:. . ... .. . ....:. ... WASHERS 3 x3 x1/4 (n � 0. Z L -J "' L_ J GW IY O 30 W w � 1 NOTE: a CONTRACTOR TO REFER aln N V 4'-0" 20-0" 12'-0" TO WFCM 110 X B AND Z 13 W 30'-0" CHECKLIST FOR ADDITIONAL V Z U) HIGH WIND TECHNIQUES Z A SECTION RELATED TO THIS PLAN W J SCALE: 1/4" 1'-0" SWEET A 6 1 JOB: 2123 DRAWN BY: DATE: 8/21/08 12,-0° • �� it i / _ ._ r. r ,� t o ei /� � ' ' 0 0 �i (4) 9 1/4° LVL �pLn N P.7. 2x10'5 0 6"O. N FLUSH BEAM 0 1 —_ — 2x105 P 16'O. ♦�� w L N 1 O O' 2x10 S 016 O.C. 'n z > 00 X O_ -- IL Ln j ----- =:H 7T w per!10'5 @ 12°O.C• 2x10'S @ 16"O.C.. mmo U W mn I HUI ![IF] 1. 0 W q - -- - -- _IM- ----- - o - Q o j 1 _o 0 O A� "HURRICANE CLIP' M FASTENERS AT ALL 'n a 1 RAFTER / TOP PLATE D 00 v, JUNCTIONS TYP. �+ 0 o Y.m o BLOCKING 41-00O.G. W IN FIRST TWO JOIST W � SAYS FROM GABLE WALL ���.....• 10'-O° 20'-0" Z SECOND FLOOR FRAMING PLAN to O7 SCALE: 1/8" m 1'-0" ^ 14'-0° 10'-0" 20'-0" o o Y., 2x10S® 160.C. m I' u'I jI', Illfi - ill,i�ll�a , II Illjl Il�llj,IILII' >z E D ERll III it IIIII,141 Q4 FIRST FLOOR FRAMING PLAN SCALE: 1/8 1 -0 n N IIIII !ill III II�I I W I III I I � ,II,II I i I a 3 9 /,40' LVL BUILD OVER W VALLEYSLu Q J °HURRICANE CLIP° FASTENERS AT ALL JJUNGTIO TYPPLATE :u II W�• BLOCKING 41-01O.C. o _ — j III Illi III - N IN FIRST TWO JOIST ° BAYS FROM GABLE WALL 15-0 w � I� ! , . III • �I I u' I,II I!� II'j---=_= o �I . ! IIuII, �! �I!jI I'i IIIII' II I ilijl !IIIIIII.III!I �I I II ! Ilil jIIII I h I II;I' lo'-oil10_o° ! IIII 1- IIII IIII - II !, III IIIII III IIIII 20'-0" I. III dill ! i ,u,ll it I.I IIII I iil!u I!II Ili Its I � nn I ;I I!f � iljlllli) ! II!Iljil SHEET Ili! I I! I ill IIII III ' ,!Iil l;I II I!III�,I !i I I I I IIIIIII I I !j i ROOF FRAMING PLAN ROOF PLAN I II q I�ii I, lulu ' III IIIII I II li I, SCALE: 1/8" m 1'-O" SCALE: 1/8" m 1'-011 I IIIII ! !IiI 'li it Ili I ' I I I I !I IIIIIi I !it IIII IIILtZ I 'iilii IIIiII I I I I�i;i I Ili ill' '�DI'I'' i I: IIII •IiI I IIIi!i,j�Ij'I " (•�Ij, A7_ JOB: 0523 !I') lIj'III,ill!I II'I!IIII IIII llii!III!III Ilil!l illl!I!I DRAWN BY: KW DATE: 8/21/OS tD N 0 Lo < Ln 0 J N MIN. 3" x 11 1/4" NET HEADER ...... FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN As SHOWN AND 3" D.C. IN ALL FRAMING (STUDS AND SILLS) .................. ........... SHEATHING FILLER IF NEEDED (TYP.) ............ w ......................................................... 1 -JACK-STUD TOP PLATE -J 0 STRAP ON BOTH SIDES OF OPENING 16d SINKER NAILS IN 2 ROWS @ 3" (TYP.)(INSTALL ON BACKSIDE AS CONTINUITY IS -1 SHOWN ON SIDE ELEVATION, REF. REQUIRED PER D.C. 0 NO. LsTA24) R602.3.2 1000 LB. HEADER-TO-JACK-STUD STRAP ON BOTH SIDES OF OPENING (REF. NO. LSTA24) MIN. (2) 2" x 4" (TYP.) ............ .................. ............................................ ............................. ............................­.. BRACED WALL ................................................ w................................................................................. .............. ..... SEGMENT PER ...................... . .................. ................... ....................... R602.10.5 .................................................................. MM ... ........ .................... .......... ........................ ........... ............................... ......................... .......................................................................................... ..... .... ....................... ......................... 0 MM w IM w IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN 24" OF 0 MID-HEIGHT. BLOCKING IS NOT REQUIRED. m a. MIN. THICKNESS WOOD Lu MIN. WIDTH BASED ON 6:1 STRUCTURAL PANEL SHEATHING HEIGHT-TO-WIDTH RATIO: FIR EXAMPLE: 1 MZN. H > w tu lu MIN. 3"x3"xl/4" PLATE z WASHER Ju ANCHOR BOLT a OUTSIDE ELEVATION SIDE ELEVATION a) to FOUNDATION PER CODE (TYP.) IMPORTANT CODE REQUIREMENT: ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD X OR OSB EXTERIOR WALLS, PER IRC R602.10.5. It W z 0 tu z ��APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS tu SHEET fi AB I JOB: 082 DRAWN BY DATE: 5121108 i t - t.tl w:• "' � ��;• � + rf r TYPICAL SYSTEM PROFILE �'0' .. .} 2.0' - NOTES: NOT TO SCALE - °3/4'-1.5' WASHED STONE: 3.1' _ 11.0' 8.5' CHAMBERS -�-•� . i 4` ..,'� •,• �';. �',� Ea$ "$ 1l rc FNIM GRADE - 34.Ot 2 SCEPTIC SYSTEM DESIGNED WI MATERIALS SHALL MEEr TH 0 LOADING REQUIREMENTS.GARBAGE GRINDER 0fSPOSrV.. IN •• `-� i �.•• • • • • •• 3 • .. ■' �l.h '' •, .lGl/yAT LE wRS yOE MANHOLE�r1E �Yy /�y� .1G.1 �RtYLi .IVY'. `4. r: 'v• •: , +:.. `._• .`J•i. .•t.L .•', q ( u •. ' ," : +' ' ♦�l• •♦ �i�- FUM DUDE OVER TALK -- 34.0f L 07VER i0 wiM r OF FNSH GRADE a 1 • •• ¢.';;� �►� `r � .h� .•• t FlMSiCL;D GRADE OVER D 80X = 34.Ot WIICMIUMI C;WIDE CUYER LfAtIiIG S>rSTE11 34A ' 38.0 Orr . n • •``` 4' SCH 40 PVC 9 (min) Cover op • ( ) > s •' a •�.c• ' y L- 1T S-100R 3' WW1, OF 1�=3�' DOtI�E 36� max Cover T •,�,,{{L `�yar 33 LF••4• SCH 40 PVC MM OF PEI►S D Env-3,Lo Au. ONE i�MOIN PORT ro 600 GALLON PFLCAST LEACHM CFIAMIM 1+ •' SITE _ ;,, ,�� W our - 3139 d'MAN. IAX = S r t� CHAMBER TOP IMIN CONNEy.�yy, NO SCALE 24 LFN4-SCH MATHIN t3 OF F1NLS1.1 GRADE CQ1'�d1 NV N- 31 ICY ift •' ` FogEL�Iti 31A CONCRETE lFACLANG CFMMBERS i PVC •ACV OUT- 30 U!D 2• 4' SCH. 40 PVC r`.'• . »�. �! . p01ld� .t�:• :'•�r••.4�_:Y 8'-4 c w t I BAFFLE SUMP . C><IT '+ NCV Ns 30.Os , • t� 0 t� t� CHAMBER OF t= 6' (H-20) 14 . . - .` -I 1-- 0 REIFORCED CONCRETE Ci' CRUSHED , .r ..�• 1. _ 20' DIA •as ° �'(�,�'�`� d C7 ' 0� BASE UNSIUMABLE SOILS, IF ENCOUNTERED BEIAIM • -:1 EL 28.08 r O rQ C= O l0 IO lC7 d a J kt\° ,.,• CJ _• ' •• w.y. _,. :�:+. <•• :r• t ;.• L Cf CRUSTED THH�E�P�fJ�15TIyDNE ELEV CM (�1y�OP�O�F�.SM). SHALpL.��BE 5' ML. 94SHE. STONE O 1 _ ' � ✓ ,• ,_ «.•- • -0 .•7 s.•. STONE BA REM(.N / TO THE C HORIZON AS RMUIRED IR7f7GV J.N6 '� w.� 0 ^ ® Q •' .© y �,, . * �. `,�`- �X - SEE cmanwcnON NOTE #5 HEREON. No G observed o Eaev 22.0 iO_/ O `�� ww OALLON OI�E-COMPAROM SEPTIC TANG RO�I = DI" OR Wft SYSM N" LEACF�10_CHAIIi®Bi ITYPICAU - - LOCUS MAP Scale: In = 2OW TO BE IWALLED ON A LEVVEEL STABLE BASE BM m Ert:'tt2�ST�� � BASE Nrs -g 1 1 SEPI TANK To BE NSPECiED d< CLEANED'ANNUALLY SET UV4HOLE LOT 11 A / WfiR WIM Ci" OF�FICUSHt GRADE RISERS a COVERS SHALL BE W��' 3A _ 1�• GENERAL NOTES : Z ! 01OR NSPEIM PORT) WASHED sr OW w li N/F SUSAN FERRIMAN 1.) THE INTENT OF THIS PLAN IS TO SHOW PROPOSED NEW CONSTRUCTION AND SEPTIC SYSTEM UP(�iiADE a i JEN K I N S,TR fl i r, CONNECT PROPOSED 1 WATER SERVICE TO 2' 2.) LOCUS IS COMPRISED OF : ' ; „ WATER MAIN IN HOW NGSWORTH ROAD. 33.91 -' COORDINATE CONNECTION WITH WATER FLAW J,�11 ; : ,, k'�.n r� BARNSTABLE ASSESSORS MAP 140 PARCEL 083. w , DEPARTMENT AS NECESSARY. EFFEc K 24• : � ." 1 wo'm W -_-_ W \ DEPTH :.�.{yrf:. L .�}w� ' DEED BOOK 763 PAGE 016 LOT 12A IN BLOCK A AT PLAN BOOK 93 PAGE 47 \ W W X 34.s 3.t' 40 NN 3a' I O 11 APPLEWT: BAYSIDE BUILDING COMPANY, INC. �•' ���\ ___ ___ �, ,---- W w �_ W S $474'29" E CEN BAYBERRY ; AMA 02632 f ` - -- 14 .s8' CONCRETE LPACF M CHAT SYSTE�II-DUM PAVED DRIVE -b --------------------- ----34- --- -- co ENO SCALE 20 ) PROJECT LOCATION: 146 HOLLINGSWORTH ROAD -- 3 _ OSTERVILLE; MA 02655 SEPTIC SYSTEM CONSTRUCTION NOTES: -- 1. ALL SYSTEM CWONENiS SHALL 6E MlSIALLED IN ACCORQANCE WON TITLE V OF THE STATE SANITARY 3.) SCALED ELEVATION 35' NGVD 1-FOOT ABOVE GRADE AT UP/LP #114 1/2 � � - � � PROP06ED ��`� -------- _______ _ 34.3 o CODE DATED 4/21/06, AS AMENDED THROUGH THE DATE OF THIS PUN. & ANY LOCAL RULES & NORTH OF LOCUS PER SARNSTABLE BASaW 140 i V �. 15M GALLON o - ___ ,�_ o REGULATIONS APPLICABLE N -- _ �� y SEPTIC TANK BUILDING ACK T`' �, ZANY CHANGE 71D THIS PUN MUST BE APPROVED IN WRITING BY THE ELEVATION INFORMATION 4•) ZONING INFORMATION - ZONING DISTRICT ' RC 3 � - +Q 4' PVC SCHD 40 GAS METER 10.1 MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. N .- k V� S �_ - I O ; I II G G G G G L-1 T, S-1.077E 3. WHEN COHNSiRUCII IS COMPLETED, PRIOR TO E IWILUNG, NOTIFY THE BOARD OF HEATH AGENT CURRENT MINIMUM ZONING REQUIREMENTS I i c G t DECK p G I i �-- 1 � , , ..-•34•2,•-•.-.• •••. � AND DESIGN. ENGINEER FOR M�iSPECTiON. AREA = 87,120 S.F. W 4T PVC 40 I 34.2 I i . . .. .. ::::: ::: L 5. S=2 t. 33.8 .A NOTED HEREON. FRONTAGE = 20 f` {n D-Etol� n 0 4. ALL SANITARY DISPOSAL SYSiEIII PIPING TO 8E 4 SCHED 40 PVIG. tAV1.ESS OTHERMASE ' J 33.7 �� w WIDTH = 100 Y EXISTING rn - 8. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE '{C HOR12W , FOR A HORIZ DISTANCE OF 5 Y SETBACK = 20' g ! I _ " DWELLING TO 6 4 --- -�SC 34.0 •. •'.'.'.'. ...'., '.-,. o m SURROUNDING THE LEACHNG HELD. MIDI REPUCE WITH CLEAN SANG PER 310 CMR 15.255 M THE TOP FRONT YARD S a ---, BE RAZED- I o - ' (L T' " ; 30 T' RESERVE =� Tao' SiDE AND,REAR YARD SETBACK = 10' ! �, o ELEVATION OF THE , rPROPOSED I GM 33.7 12 ��� \ m: � 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. OVERLAY DISTRICTS' : AP g• 4•_ 1 4 BEDROOM � � ,.� .. . RP00 s 36' X 11'I S.A.S. MU FI o X 33.5 i• "� 51.7 - v 7. THE SEPI10 SYSTEM DESIGN DOES PXLUDE GARBAGE GRINDER DISPOSALS. �. . - 4 PRECAST LEA G i 12'� DWELLING �� :... .:. .. .o. • 5.) A TITLE SF�4RZH HLAS NOT BEEN PERFORMED FOR THIS SIZE IF DETERMUIdED _ _.._.-- m O CHANT 'a w in I 4`� 8. THE CONTRACTOR SAW. CONTACT DiG SAFE (AT 1-888-DIG-SAFES AND UTILITY COMPANIES TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. Z + `� FFE-3Cf.5 �, .'..' ..:.:�: I TO LOCATE ALL AM DEC UTi E THE - LEAST 72 HOURS BEFORE THE START D CONSTRUCTION OF THE 12' .. . . .... . . CONTRACTOR SHALT DETERMINE THE EXACT LOCATION, , 6•) THE PROPERTY LINE INFORMATION SHOWN IS BASED,ON CURRENT AVAILABI;E • L� I � < BOTH HORRONTALLY AND VERTICALLY OF ALL RECORD•NTFORWTTON CONSNSiiNG OF PANS AND DEEDS, ---'' . aa,-�_ SV►B :. . . DMING UTILli&S' BEFORE THE START OF ANY WORK. THE LOCATION OF EXST .-.UNDERGROUND UTIJi1E5 ~ F'FE.=34:5 1 D �` •. . .•:.... .........•... I _ ARE SHOWN IN AN APPROXMNTE WAY ONLY, ANY NOT BE LIMITED TO THIOSE 5110MM._HXREON AND HAVE _ 0 _j _ , : ..... ... .. .. , NOT BEEN INDEPENDENTLY VERI M-BY THE OGLER OR iTS REPRESEiNTATIVE THE CONTRACTOR AGREES THE EXISTING FEAi1JRES SHOWN HEREON WERE OBTAMED FROM AN ON THE w EXIST LOT 12A i :':'::':':'.'::':':':':::': i TO BE FULLY RESPONSIBLE FOR ANY AM ALL DAMAGES WHEN MIGHT' BE OCCASIONED BY THE WATER SERVICE z t X 34.4 .'.'.'.'. FM LIRE M LOCATE THE UTIJ'I1ES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM GROUND FIELD SURVEY PERFORMED BY SALTER NYE ENgNEERWG ExISTiNG CESSPOOL TO �E ___ _ 34.1 ! PLAN BOOK 93, PAGE 47 0 BULKHEAD' -�, . . ..'. I SURVEYING ON JUNE 2, 2008. ` _ PUN I NFDRMATiON, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDNTELY FOR POSSIBLE REDESIGN. PUMPED DRY AND REMOVED a' � 10,971 SQ. FT. t AT UTILITY CROSSING Sh VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE i 0.25 ACRES 7.) COMMUNITY PANEL NUMBER: 25=1 0016 D , ° i , .7.8; � / I � DATVWMM AND. RELOCATE IF COWLiCTING WITH PROPOSED.INVETYIS PER THE ENGINEERS DIRECTION. THE THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, o 11. 13.6T t o CONTRACTOR SHALL PRESERVE ALL UTILITIES AS REQUIRED AREA OF MINIMAL FLOODING. ( I w ,' I " o ' 1 2 N :m ; 0 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ME SCH MIX. FILIAL LAYOUT SF41LL. BE AS 8.) `� 123' ♦ �' DETERMINED BY THE APPROPRIATE UTILITY COMPANY. • SITE S NOT WITHIN AN AC.EC. AREA OF CRITICAL aMRONMENTAL CONCERN). f ( 10' BUILDING SETBACK ENVIRONMENTAL 33.84 I -- -- -- - - �---- t j • SITE IS NOT WITHIN AN AREA OF ES'IIM 70 HABITAT OF RARE WILDLIFE PER I � � __ -- -- X � .� NHESP MAP OCTOBER 1 2006 'ESTIMATED HABITATS OF RARE WI , _ f FOR USE WiTH THE MN WElT�WDS PROTECTION ACT REGULATIONS (310 CMR 10 1 `\� -i LPR70POISSED 7UGE NX 33.5 - SITE LACATIOiik SER T X 331 • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 _ U�____ 146 HOLLINGSWORTH ROAD 'CERTIFIED VERNAL POOLS.' I / - UGE- -- GE UGE 146.1 2' 0.4TERYILLE, MA 02M • SITE DOES NOT APPEARS M BE WITHIN A PRIORITY HABITAT PER Wf SP MAP OCTOBER 1, 2006 33.6fi i� 1 PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER S 88.33'22" w PREIVm MR THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS 321 CMR10 I I i X 34.0 POLE413/ BAYSIDE.BUILDING. COMPANY, INC. • SITE IS NOT WITHIN A STATE APPROVED ZONE 0 GROUND WATER RECHARGE l I J $ B>!1 81'� PROTECTION AREA it APPROXIMATE LOCATION OF EXISTING CESSPOOL I 9.) UTILITY INFORMATION SHOWN HEREIN: CB/DH I I C�enfienrille, MA 02532 FOUND s ( I DEVELOPED LOT PROTECTION - DEAIOIJTiON • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888--DIG-SAFE) AND ' AND REBUILDING tm NON-CONFORwIING LOT `s UTiLITY COMPANIES TO LOCATE ALL EXISTING UTILITIES` AT LEAST 72 HOURS I ( � EwSTIM'OVERHEAD.MARi� ( • MEETS BY RIGHT COND17IOINs ). " PRIOR TO THE START OF C0N87 WRON. THE LOCATION OF DMING TO BE REMOVED TITLE UNDE�OIND UTiUTiESI COMM MID LINES ARE SHOWN LOT 13 A N xiMATE WAY ONLY MAY NOT BE L811TED To THOSE sHDWN Hsi 33.74 I eua Septic :iySfeA'f Design Pian 1 AN APPRO LOT COVERAGE: 2aal C2.,o4 s� ,R.a4x C2,,n MID HAVE BEEN RESEARCHED BASED ON THE AVMLABLE UTILITY RECORDS + N/F A N N E M G A G N A N, ET AL N07ED-HEREOHL .THE CONTRACTOR AGREES.TO BE FULLY RESPONSIBLE FOR FLOOR AREA I MIR WX(3.M Sn 2&OX(2,841 st) ANY AND ALL DAMAGES WINCH NGHT I E OCCASIONED BY THE CONTRACTOR'S I � AND UTnrTiEs EXAC'iLY. IF FIELD BAx:TER NYE ENGINEERING-& SURVEYING Z FAILURE TO LOCATE SAID I CONDITIONS DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY Registered Professional Engineers and Land Surveyors Ln THE ENGINEER NMMEDATilY FOR POSSIBLE REDESIGN. am LOGS DATE 06/13/08 -�CD 78 North Stt+eet-Id Floor,Hyannis,Massachusetts 02601 2 •TOWN WATER IS LOCJITED APPROXWATMY AS-SHOWN ON THIS PLAN PER BARNSTABLE Phone-(508) 771-7502 Fax -(508) 771-7622 FAX DATM. 05/3%8 C-O-MM WATER DEPARTMENT SOIL EVALUATOR: BOARD OF HEALTH AGENT: _ •GAS UW SHOWN APPROXIMATE PER SCH MA71C SERVICE CONNECi10N PLAN RECEIVED FROM MATSON, P.E. DONALD DESMARAIS R.S. L.EAC M AREA ` REQ S �`�"of MASSgc TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4NITROM•NAl10NAl GRID - w _ _ _ LOADING U 4- PROPOSED BE OOMS 10 0 10 20 0?� � W s�� NSIAR: ELECTRIC SERVICE M THIS SITE MAY BE FED BY OVERHEAD WIRES FROM UP 413-8 PER FAX RECENED.•CXN MAY 28, 2008. G.S.E. - 34.0 G.S.E. - 34.0 G.S.E. - 34.0 G.S.E. - 34.0 Cn 1OYR 4 3 ; SANDY LOAM Ap ; 1OYR 4/3 ; SANDY LOAM Ap ; IOYR 4/3 ; SANDY LOAM Ap ; 10YR 4/3 ; SANDY LOAM 110 GPD/�QQN SCALE (N FEET �18 TOTAL DEM FLOW 440 GPO SCALE: 1 = 10, �o �Q •LOCATION OF DGSITNG SEPTIC SYSTEM ON THIS LOT IS UNAVMABLE FROM THE GARBAGE GRINDER (NOT INCLUDED) = N/A �� �° BARIWASLE BOARD OF HEALTH. THE SEPTIC SYSTEM WAS LOCATED 14 (ELEV 32.83) 14 (ELEV 32.83) 14 (ELEV 32.83) 14 (ELEV 32.83) I ` APPROXIMATELY FROM FIELD VW ON JUNE 13, 2008. PERC RATE - c5 MIN. / INCH (CLASS 1) r°�° � oNa ,;; B ; 10YR 7/8 ; SANDY LOAM B ; 10YR 7/8 ; SAW LOAM B ; 10YR 7/8 , SAW LOAM B , 10YR 7/8 ; SANDY LOAM �� s -• LiAR = 0.74 GPO/S.F. 74 S 26' (ELEV 31.0) 26' (ELEV 31.0) 26' (ELEV 31.0) 26' (ELEV 31.0) MIN. LEACHING AREA OF SAS, REQUIRED: �� / resi4� DATE: 07-28-08 � 440 GPD/ 0.74 GPD/S.F. = 594.E S.F. MIN. � •'� �`' C ; 1 OW 6/4 ; MED. SAND C ; 1 OW 6/4 ; MED. SAND' C ; 10YR 6/4 MED. SAND C ; 1 OYR� 6/4 ; MED. SAIDPROPOSED SYSTEM!, •w`��� . 4 N 500 CIAL. PRECAST•. CONCRETE CHAMBERS 120' (ELEV 24.0) 144 (ELEV 22.0) t20' (ELEV 24.0) 120 `(ELEV 24.0) WITH 3.1' OF STONE ON SIDE: 2.0' OF STONE AT ENDS SIDEWALL AREA: (38.0 + 11.0�2 x 2' DEPTH = 196 SF 0 N BOTTOM AREA: ' x 11.01 - 418 SF N0. BY DATE REMARKS TOTAL EFFECTNE LEACHING AREA = 614 SF MEN RIM q • MINE . DRAWING NUMBER NO WATER AT 120' (ELEV 24.0) NO WATER AT 144' (ELEV 22.0 NO WATER AT 120' (ELEV 24.0) NO WATER AT 120' (ELEV 24.0) SYSTEM DESIGN CAPACITY - 614 SFxO.74 GPD/SF=454 GPD EM PERC O 51' (ELEV 29.75) PEW O 5T (ELEV 29.25) SEPTIC TANK SIZINGS 440 GPD x 200X = 880 CAI. 0:\2008\2008-030\CML\PLOT\2008-030-SP.DWG q RATE- <2 MIN/IN RATE= <2 MIN/IN USE 1500 GALLON TANK MIN... 8 I - 2008-030 - B