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0193 PARKER ROAD - Health
193 Park{er Road Qstervi le � A = 116 08 U e • � t ° a a: o „ Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 193 Parker Rd Property Address Molinski Owner's Name Osterville MA 02655 U17/11 City/rown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. A. General Information 1. Inspector p 4' W LX Frank Nunes III Name of Inspector saa Company Name 25 Deer Ridge Rd Company Address Mashpee MA 02649 Cityrrown _ ____-.. State Zip Code 508.272.6433 Telephone 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 1/17/11 Inspecto s Signature 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 sham 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 th#coridWdns 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. I Commonwealth of Massachusetts ugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 193 Parker Rd Property Address Molinski Owners Name Osterville MA 02655 1/17/11 City/Town state Zip Code Date of Inspection i B. Certification (cunt.) 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: Pumping suggested every 3 yrs to prolong the:life of the system 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. Answer yes, no or not determined(Y, N, ND)in the❑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 replaces 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. ND Explain: n/a ❑ 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 ❑ obstruction is removed Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 193 Parker Rd Property Address Molinski Owner's Name Osterville MA 02655 1117/11 Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) B) System Conditionally Passes(cont.): ❑ distribution box is leveled or replaced ND Explain: n/a ❑ 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 ❑ obstruction is removed ND Explain: n/a 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 15.3030)(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 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. Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 193 Parker Rd Property Address Molinski Owner's Name Osterville MA 02655 1/17111 Cityrrown State Zip code Date of Inspection B. Certification (cunt.) C) Further Evaluation is Required by the Board of Health(cunt): ❑ 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 welt**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory,for 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. n/a 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 %day flow ❑ ® 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. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 193 Parker Rd Property Address Molinski Owner's Name _ Osterville MA 02655 1/17/11 Cityrrown State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems(cunt.): Yes No ❑ ® 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 went 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 ano"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. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M y` 193 Parker Rd Property Address - Molinski Owner's Name Osterville MA 02655 1/17/11 e tyrrown 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? ® ❑ 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? ® ❑ 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? ® ❑ 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. ® ❑ 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)} Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments s•�' 193 Parker Rd Property Address Molinski Owners Name Osterville MA 02655 1/17111 Cityrrown State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 31.0 CMR 15.203(for example: 110 gpd x#of bedrooms): 330 Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): Ugpd Sump pump? ❑ Yes ® No Last date of occupancy: Vacant 2yrs Date CommerciaUlndustrial Flow Conditions: Type of Establishment n/a Design flow(based on 310 CMR 15.203):. Gallons per day(gpd) Basis of design flow(seats/persons/sq.fL,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: Last date of occupancy/use: bate Na Other(describe): Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 193 Parker Rd yv Property Address Molinski Owners(dame Osterville MA 02655 1/17111 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: No info provided 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): Approximate age of all components,date installed(if known)and source of information: 2007 per BOH records Were sewage odors detected when arriving at the site? ❑ Yes ® No j Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M , 193 Parker Rd Property Address Molinski Owner's Name Osterville MA 02655 1/17111 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: 18"feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): <I V Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Septic.Tank(locate,on site plan): Depth below grade: 1' 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: 1500g Sludge depth: 0 - - Distance from top of sludge to bottom of outlet tee or baffle n/a Scum thickness 0 Distance from top of scum to top of outlet tee or baffle n/a Distance from bottom of scum to bottom of outlet tee or baffle Na How were dimensions determined? measured i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 193 Parker Rd Property Address Molinski Owner's Name Osterville MA 02655 1/17/11 Cityrrown state Zip Code Date of Inspection D. System Information (oont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): Pumping suggested every 3 yrs to prolong-the life of the system.System in dike new condition Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): n/a 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: bate Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert; evidence of leakage, etc.): n/a Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): n/a Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 193 Parker Rd Property Address Molinski Owner's Name Osterville MA 02655 1/17/11 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank(cunt.) 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.): n/a *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Distribution Box(if present must be opened)(locate on site-plan): Depth of liquid level above outlet invert Level w/the bottom of the pipe 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.): No adverse conditions Pump Chamber(locate on site plan): Pumps in working order. ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form=Not for Voluntary Assessments M 193 Parker Rd Property Address Molinski Owner's Name Osterville MA 02655 1/17/11 Cityrrown State Zip Code---- Date of Inspection D. System Information (cont.) Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): n/a Soil Absorption System(SAS)(locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: - ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: 2,_45' ❑ leaching fields number, dimensions: - ❑ overflow cesspool number. ❑ innovative/alte'rnative system Type/name of technology: --= - Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No adverse conditions Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments s,et 193 Parker Rd Property Address Molinski Owner's Name Osterville _ _ MA 02655 1/17/11 Cityrrown state Zip Code Date of Inspection D. System Information (cunt.) 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 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.): n/a f , Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 193 Parker Rd Property Address Molinski Owner's Name Osterville MA 02655 1/17111 Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) 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. a �ce p Commonwealth of Massachusetts. Title 5 Official inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 'f 193 Parker Rd Property Address Molinski Owners Name - Osterville MA 02655 1117/11 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. >10' 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: 2007 NGW 120" 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: see above `n TOWN OF BARNSTABLE LOCATIONPaA'i"A SEWAGE# ,, VILLAGE � _ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. � e� C ° SEPTIC TANK CAPACITY Soo VVI a LEACHING FACILITY:(type) kn NO. OF BEDROOMS __ OWNER. PERMIT DATE: I( � (� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist \_ on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet rURNISHED BY ��A "- Aew- - , t 1� y .s� No. Co LS y 'a� o �,..f' .,_`r, Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zippficatiou for �Digo al *pztem Comarurttou. Verm t Application for a Permit to Construct WrRepair O Upgrade O Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. /93 h?vxk- .r— -,.n Owner's Name,Address,and Tel.No.13&4N Mo 1./'tl5k f 0S Zl_ CA.K.A• 93 12,09-+CEO ,�oAD, 7 SGo,c/G ba4>� 2 Assessor's Map/parcel taller's Name,Address,and Tel.No. /- `�U / Designer's Name,Address and Tel.No. 1114 YE5 ce-mowswoe A/- 60/ e�oeIs/ 1003 So�i� S�, Type of Building: Dwelling No.of Bedrooms 3 Lot Size /&4 657 sq.ft. Garbage Grinder ( ) AID Other Type of Building5, " t4 LNo.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided 330 gpd Plan Date DDA24 L '2oo(o Number of sheets f Revision Date Title Sri rn:�r u '/s s Donor l SS/$�c/'!7 ma P1 Size of Septic Tank /SoOG«//! -7• vno�����aype of S.A.S. l�6dJC�/�3 Description of Soil s a ha! to !-i i1 C SCL 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 issued by this Bo o H It d Date Application Approved Date fo Application Disapproved by: Date for the following reasons Permit No. aCDO b —/a- Date Issued 441 No 6 nga I- ". 1co f �� i Fee .. '�`'''"" a wS Entered in computer: (/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLE, MASSACHUSETTS Yes ZIppiitation for �3t!5p ga?e( pgtem Cow5truction Permit Application for a Permit to Construct(Repair O Upgr Abandon O Complete System ❑Individual Components Location Address or Lot No. /93 j�/a/Z,G E2 P,4 0 Owner's Name,Address,and Tel.No.13_a1,0A" 4116 41/j5 t t Assessor's Map/parcel MQ 116 G,O-rO 22 �� _a°�g-���y C Pn lei v, `h l 7" / g 11A/c 5 E�vtiIAJC-�R MXc _ Installer's Name,Address,and Tel.No. Desi ner's Name,Address and Tel.No. ���-?41C-a Boa 603 54cen4 SE , Type of Building: t Dwelling No.of Bedrooms 3 / Lot Size jU,65 7 sq.ft. Garbage Grinder Other Type of Building vS e-No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided gpd . Plan Dat�e,. ���Z L /�� 7_OD(o Number of sheets J Revision Date Title, 5G Size of Septic Tank /S!J(�G�,� -7 vr,,,>o�,���r�Type of S.A.S. j�2EdJC'��S Description of Soil, s G 1-211 ,0 1117 e SG/na/ r 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 issued by this Bo r o H-filth. Signed Date/ Application Approved Date 'q�u`���� Application Disapproved by: Date for the following reasons Permit No. aa)o b ! C� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-'site Sewage Disp sal System Constructed (" ) Repaired ( ) Upgraded ( ) Abandoned( )b`y� ©'/ / at 1, 4,4- has been constructed in accordance 1h,�A with the provisions ofszawp al System Construction Permit No. G 'CJ (D �� dated f d'I Installer Designer #bedrooms ;\ A d-design flow gpd The issuance of this permim hill p�©be glistrued as a guarantee that the stem will f Tic i s esi n ed. Date �J Inspe o No. C7c-4-,✓'p ,g Fee ! � THE COMMONWEALTH OF MASSACHUSETTS _ PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Migoar i§p!5tem Construction Permit Permission is hereby granted to Con truct (4< Repair ) U grade ( ) Abandon ( ) System located at -/ o 'Q� �S �. and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty r to comply with Title S and the following local provisions or special conditions. Provided: Construction mr be co leted within three years of the date of this pe It. Date ��o� % Approved bye' - W f� 4 + � e s Town of Barnstable PO .. r Department of.Regulatory Services gg O I Public 1-tealth Division Date 200 Main Street,Hyannis MA 02601 . pFFO MA't t` Date Scheduled iTime Fee Pd, Foil Suitability Assessment for Sewage D;sRosal ell- �O � Performed By: o/a00AJ q 4-a soWitnessed By. - �''�+ LOCATION& GENERAL INFORMATION Location A es /� _ �� Owner's Name / Address 7� LGtiS�ja q+ r2� J+t1J-- / Assessor's Map/P4rcel: i — O�Z j Engineer's Name % ! J e�;5�ruee�• Y. J NEW CONSTRUOION REPAIR j Telephone# -csS--2_2Y— ?`lC Land Use / p (To) A Surface Stones Distances from: Open Water Body I�� ft t Po, ible Wet'Area (O0 ft Drinking Water Well ft e2s Drainage Way 100 ft Pr perry Line ft Other ft ]KETCH: treet name dimensions If lot,exact locations of test ho es& erc tests,locate wetlands in proximity to holes) S is P j A-( ,% Tf 14 a,j f" e ' �q �1 -g�-=_ I�,2 va 6+ 7"2-..-. -•P2_ 23,E 2 --I I oo FT, Or—L®T Parent material(geologic) ��/fGvGS 5a rIc{ Depth to Beclroek rote "`~ JAG U � a Depth to Grouudwaldr. Standing Water in Hole: 1a2� 7 Weeping from Pit FACe t7 Estimated Seasonal:High Groundwater DtTERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: j Depth obyerved standing in obs.hole: IV t)N G. _in. Depth to 5011 mottles: �d - Depth to'weeping from side of obs.hole: O!.J ty in. _.OroundwuterAdjustment Index Well# Reading Date: Index Well level.,; �. Adl.faettlP, ._�. Adj.(koundwater Level,,. i P RCOLATIQ�N TEST DAte D Observation 2 Time atV Hole# Depth of Pere Time at G" ,( ., „ .�. -�o Start Pre-soak Time. Trm` 9 -6 ) End Pre-soak �aM 1 M r Rate MinJlnch Site Suitability Assessment: Site Passed Y, Site Failed; Additional Testing Needed(Y/N) Original: Public H41th Division Observation Hole Data To Be Completed on Back --- S��� 3 You must first notify the ***If percolation test is to be conducted within 100' of wetland, Q��„ - 41 DEEP OBSERVATION HOLE LOG Hole# !-- 1 Depth-from . 1► Soi!Horizon Soil Texture �ti Soil Color Soil Other r Surface in.) (USDA) r. (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel o - A 'n�5� l ��yz r17►^4rlu/cr- tG6! '7- /7' /9w luaM VSG� ioYi2 %. — m st'>,e vy ►add 20 C Af'�c $'4n�f o?,5�y G�,3 — /Y� � rya , DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) / (USDA) (Munsell) Mottling (Structure,Stones,Boulders. / Consistent %Graavvel) / /0VIZ -3/3 fin C slam bt/3 , Scut° Y ei-tk� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. o Gravel FEE 'DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structuree,Stones,Boulders. Consistenc Gra el Flood Insurance Rate Map: Above 500 year flood boundary No__ Yes . Within 500 year boundary No v Yes„. Within 100 year flood boundary No 1�Yea.. Depth of Natuially Occurring Pervlous Material Does at least fbitr feet of naturally occurring pervious material exist in all areas observed throughout the area proposed fbr the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification ( I certiy that on, j1/ ✓� / (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 train' expertis an experience desch-bed in 310 CMR 15.017.. Date Signature v Q:1SEPTICVERCi4ORM.DOC JOB FILE Massachusetts Department of Environmental Protection -Os - Ooo! n Bureau of Resource Protection —Wastewater Permitting Program 4e Site or Map/Lot Number ' Form 11 - Soil Suitability Assessment for On-Site Se A. Facility Information HAYES ENGINEERING, INC. 1. Facility Information 603 Salem Street gr fG,I /moo/„4 S '� WakefleK MA 01 No ti Owner Name (781)24s-2soo n GG Map/ of (781)246-75%Fax Street Address a new � (508)228-7909 Nantucket City Q- (� State B. -Site Information-- . 1. Upgrade(Check one) New Construction '!�' U ❑ Repair ❑, 2. Published Soil Survey available? Yes ❑ No.❑ If yes: Year Published w Publication Scale Soil Map Unit Soil Name - Soil limitations 3. Surficial Geological Report available? Yes ❑ No ❑ If yes: Year Published Publication Scale Map Unit Geologic Material Landform 4. Flood Rate Insurance Ma , P Above the 500 year flood boundary? Yes ❑ No ❑ g Within the 100 year flood boundary? Yes ❑ No ❑ Within the 500 year flood boundary? Yes ❑ No ❑ Within a Velocity Zone?' Yes No 5. Wetland Area: National Wetland Inventory Map Wetlands Conservancy Program Map 'Map Unit Name Map Unit Name 6. Current Water Resource Conditions (USGS) Range: Above Normal Month/Year ❑ Normal ❑ Below Normal ❑ 7. Other references reviewed: c9 DEP Form 11 Soil Suitability ASSMment for On-Site Sewage Disposal"- Pag'e'l of 7 lJD�1 � l Massachusetts Department of Environmental Protection Bureau of Resource Protection—Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of tw holes required at every proposed disposal area) 3 1y ?.a0 Deep Observation Hole A: l Date Time Weather 1. Deep Observation Hole Logs Deep Hole Number Ground Elevation at Surface of Hole Location(Identify on Plan e. 2. Land Use: ��t tl� ND A (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope A-- VegetVon Landfoan Position on landscape(attach sheet) 3. Distances from: Open Water Body Drainage Way Possible Wet Area feet feet feet Property Line DrinkingWater Well Other feet feet •4. Parent Material: Unsuitable Materials Present: Yes ❑ No Q� If Yes. Disturbed Soil❑ Fill Material❑ Impervious Layer(s)❑ Weathered/Fractured Rock❑ Bedrock❑ 5. Groundwater Observed: Yes ❑ No If Yes: Depth Weeping from Pit N° Depth Standing Water in Hole Ald Estimated Depth to High Groundwater: T 1 ZO inches elevation F DEP Form 11 S i Soil Sutability Assessment for 0"ite Sewage,� g Disposal•Page 2 of 7 `° J Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wastewater Permitting Program Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Site Address arnnap/Lot Numbers Deep Observation Hole A: Deep Hole Number: Soil Soil Matrix: Redoximorphic Features soil Coarse Fragments Soll Structure Horizon/ Color-Moist (mottles) Texture %by Volume Sal Depth Layer (In.) (Munsell) (USDA) Consistence Other Depth Color Percent Gravel Cobbles (Moist) &Stones . o l r 1/0 /20 � 2, Z�s � �c?a Additional Notes r DEP Form 11 $oll SUitability Assessment for On,SiW Sewage W111 ai•Page 2 of 7 HAYES ENGINEERING, INC. 603 SALEM STREET WAKEFIELD, MA 01880 (781)246-2800 Ark, FORM 12 - PERCOLATION TEST FAX(781)246-7596Location Address or Lot No. er Rd a COMMONWEALTH OF MASSACHUSETTS JOB FILE asl1 Apryl 11- , Massachusetts Percolation Test* Date: ... .... .rya Time:,........................... Observation Hole-# �. Depth of Perc 3c;L i� c Start Pre-soak S End Pre-soak Time at 12" Time at 9" r 27 Time at 6" !I / Time W-61 u Rate Min./Inch L 2 / * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed L� Site Failed ❑ Abandoned ❑ .........................................................:..........:......................................_.................. Performed By: A? �2 Witnessed By: DO V4eS rYl Ar'/S Comments: . :.::.::.:.:::::::.::.......;.:.:.:::::::,:::::.:::::::::::::::.:::.:.:::.:::.:::.:::::..::.::::::::. DEP APPROVED FORM-12/07/95 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wastewater PermittingProgram site Address or Map/Lot Number Form 11 -'Soil Suitability Assessment for On-Site Sewage Disposal . C. eview (Cont On-Site R •) = "..Peep Observation Hole`B: 3 / C4 Date 7 Time q - Weathe 1. Deep Observation Hole Logs T Deep Hole Number /—2-. Ground Elevation at`Surface of Hole a N Location (identify on Plan,) i�do� Ctr - - a e � - 2. Land Use: a, y _ (e.g.woodland,agncultural field,vacant lot,etc) Surface Stones Slope(%) i� a -Ss 00 Vegetation Landfonn h Position on landscape(attach sheet) 3. Distances from: Open Water Body N Drainage Way feet feet , . z Possible Wet Area s Property Line Drinking Water Well Other, feet feet feet 4_,Parent Material: Unsuitabl e M ate r als Pe Ye resent. -No GL If Yes. Disturbed SoiIQ Fill'Material❑ Impervious Layer(s) ❑, Weathered/Fractured Rock❑ Bed rockQ 5. Groundwater Observed: Yes ❑ No If Yes: Depth Weeping from Pit 5 / 4 r P g Depth Standing Water in Hole /yd Estimated Depth to High Groundwater: `. 7 12Z > r inches elevation , LIFT Form 11800 Suitabill ty AMMe Msment forOraSite Sewage 0kPNW•Page 4 of 7 s Massachusetts Department of Environmental Protection Bureau of Resource Prot ection Wastewater Pe rmitting a rmittin Program 9 9 Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole B: Deep Hole Number: Z- Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Soil Depth Horizon/ Color-Moist (mottles) Texture %by Volume Structure Consistence Other Layer (Munsell) (USDA) (Moist) (in.) Depth Color Percent Gravel Cobbles &Stones /dY/Z Y3. o o/0 ate doe - a 96d 1ayR_ o Z � C 2•SY 0� 5 0 G� to s �� Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 5 of 7 ,�� Massachusetts Department of Environmental Protection �: �ar��i- Bureau of Resource Protection —Wastewater Permitting Program Site Addrell— ess or Map/Lot Number Form 11 - Soil Suitability. Assessment for On-Site Sewa ge Disposal D. Determination of High-Groundwater Elevation 1. Method used: - _ Y ❑ Depth observed standing water in observation.hole A: � B. Inches inches w Depth weeping from side of observation hole A. — B. - inches inches ❑ Depth to soil redoximorphic features (mottles) A. /Zo 13. /7. Inches inches " ❑ Groundwater adjustment(USGS methodology) A. - B. Inches inches 2. , Index Well Number Reading Date Index Well Level Adjustment Factor 1 Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally curving pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes o❑ b. If yes, at what depth was it observed? Upper boundary: Lower boundary: h Inches inches F. -Certification I certify that I have passed`the soil evaluator examination'approved by the Department of Environmental Protection and that the above analysis w or d by consistent with the required training, expertise and expgrience scribed in 310 CMR 15.017. _§7jgnatu'M of Soil Evaluato Date for er2f Typed or Printed Name of Soil Larvaluator 'Date of Soil Evaluator Exam ` Name of Board of Health Witness Board of Health Note: This form must be submitted to the approving authority with Percolation Test Form 12 DEP Form 11 Soil Suitability Assessment for Or site Sewage Disposal-Page 6 of 7 HAYES ENGINEERING, INC. 603 SALEM STREET WAKEFIELD,AAA 01880 (781)248-2800 , FORM 12 - PERCOLATION TEST FAX(781)246-7696 Location Address or Lot No. JOB FILE COMMONWEALTH OF MASSACHUSETTS Massachusetts Percolation Test* Date: .-... A. -01- .. Time• ............� . Observation Hole-# 2. Depth of Perc 4 < ,� ZIF I /� = y� Start Pre-soak 14,3 End Pre-soak Time at 12" Time at 9" 55r Time at 6" Time W-6") Rate Min./Inch y ' * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed 9'- Site Failed ❑ Abandoned ❑ Performed By: Witnessed By: 06A.W L 0 �S,Tads, Comments: ........ :::::.:: DEP APPROVED FORM-12/07/9S y 4- pR M ssachusetts Department of vironmental Protection g,3 Q rwi- i B eau of Resource Protection — astewater Permitting Program Addressshe F rm 11 - Soil Sui#abilit sessment for On-Site Sewage Disposal or Q N .� � `I -Use this she t for field diagrams: } OQp Tj A e g ,71 : 31S 37 S A -rz 17. ;1- w 6A� 13 .7v = 33,-2 o`er � 3,7 obi �A R DEP Form 11 SW Suitab W ArAswu It for O"#a SWMM Otoft 4 PAW 7 of 7 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 193 Parker Road Osterville, MA 02655 . Owner's Name: Bob Macallister Owner's Address: V Date of Inspection: January 26 2006 Name of Inspector:(Please Print) James M. Ford ; - Company Name: James M.Ford d.P• Mailing Address: P.O.Box 49 z Osterville.MA 02655-004900 Telephone Number: (508)862-9400 '= CDco CERTIFICATION STATEMENT. I certify that I have personally inspected the sewage disposal system at this address and that the i iformatiy%repood below is true,accurate and complete as of the time of the inspection. The inspection was perfor ed basen m}�t.-. training and experience in the proper function and maintenanced'b of on site sewage disposal syste . lam EPM approved system inspector pursuant to Section 15.340 of Title 5(310 CMR.15.000). The system: ✓ Passes Conditionally Passes Need urther Evaluation by the Local Approving Authority Fails Inspector's. Signature: Date: February 3, 2006 The system inspector shall sub i 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. Notes and Comments ****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. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 193 Parker Road Osterville, MA Owner: Bob Macallister Date of Inspection: January 26, 2006 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I 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. Answer yes,no or not determined(Y,N,ND)in the 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. ND explain: 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 obstruction is removed distribution box is leveled or replaced ND explain: 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 obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 193 Parker Road Osterville. MA Owner: Bob rYMacallister Date of Inspection: January 26, 2006 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 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 coliform bacteria and volatile organic 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. 3. Other: 3 f Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 193 Parker Road Osterville, MA Owner: Bob Macallister Date of Inspection: January 26, 2006 D. System Failure Criteria applicable to all systems: You must indicate either"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 _ ✓ 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 coliform bacteria and volatile organic 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.] No (Yes/No)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 System: To be considered a large system the system must serve a facility with a design flow 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 above) 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. 4 Page 5 of 11 OFFICIAL.INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 193 Parker Road Osterville, MA Owner: Bob Macallister Date of Inspection:. January 26, 2006 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? ✓ 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 breakout? ✓ _ Were all system components,excluding the SAS,located on site? ✓ _ 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? ✓ _ 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: 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) [310 CMR 15.302(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C. SYSTEM INFORMATION Property Address: . 193 Parker Road Osterville. MA Owner: Bob Macallister Date of Inspection: January 26:2006 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 0 Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump.Pump(yes or no): No Last date of occupancy: Unknown COMMERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): epd Basis of design flow(seats/persons/sgft,etc.):. Grease trap present(yes or no): Industrial waste holding tank present(yes.or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records .Source of information: Unknown-per owner Was system pumped as part of the inspection(yes or no): Yes 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) Tight Tank Attach a copy of the DEP,approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed on Oct. 8192-ver as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION.FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 193 Parker Road Osterville, MA Owner: Bob Macallister Date of Inspection: January 26. 2006 BUILDING SEWER(locate on site plan). Depth below grade: Materials of construction: _cast iron _40 PVC _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 15" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) . Dimensions: _ 1000.Qa1. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 101, How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Cement tees were resent. The 1i uid level was even with the outlet invert. There did not aQi2ear to be anv sig,ns of leaka e. GREASE TRAP: None (locate on site plan) Depth below grade: 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: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence-of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 193 Parker Road Osterville MA Owner: Bob Macalh ter Date of Inspection: January 2 5 2006 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: allons Design Flow: allons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even 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.): The D-Box was normal. There were no si ns o solids. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Continents(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 193 Parker Road Osterville, MA Owner: Bob Macallister Date of Inspection: January 26, 2006 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: 1 -6'x 6'(1000 gal.) leaching chambers,number: 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.): The leach pit was dry. The scum.line was I'm from the bottom. There did not appear to be any signs offailure. The bottom to Qrade was 8-' CESSPOOLS: None (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 or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: None (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.): 9 ;r Page 10 of I 1 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION.(continued). Property Address: 193 Parker Road Osterville, MA Owner: Bob Macallister Date of Inspection: January 26, 2006 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. P y � I y ao o of 3a � ai i 10 Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 193 Parker Road Osterville MA Owner: Bob Macallister Date of Inspection: January 2 5. 2006 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 30+/- feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system.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 Health-explain: topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours maps the mans were showing ap roximately 30'+/ to ground water at this site. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not.a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied,relating to.the system, the inspection and/or this report. 11 TOWN OFBAR.NSTABLE tool LOCATION 2artl,er SEWAGE I VIL'LAGE C�:S 1(°:/- �) ASSESSOR'S MAP & LOT�J� ,"�. INSTALLER'S NAME & PHONE NO. �. SEPTIC TANK CAPACITY �,/t��� G LEACHING FACILITY:(tgpe) i (size) NO. OF BEDROOMS-PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER ��,,,,,,�., �• DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: �(� VARIANCE GRANTED: -Yes No �f :F.-..7 .... �� �`� � �h! i !Z� ! � Est , � � � � ,� �.' a TOWN OFpBARNSTABLE LOC4.TION ��(��'� l`� SEWAGE # qa' CIy�. r VILT AGE d STer1J,'�- ASSESSOR'S MAP & LOT L)6 " 0P I r INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY. LEACHING FACIL=: (type) (;X 6 �� (size) 000 NO.OF BEDROOMS 3 BUILDER OR OWNER MA(Allis 1 e r PERMUDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet. Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachin facility) Feet Furnished by �^SIL( 11 , i a��k � 6 � ���: A, y � J a 3 ' Jy � o � �. �� as 3 a � a� y � � g C) *b� � . ..Y �'. FRs... ....3 THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for Uispwi al Workii Tom ur Application is hereby made for a Permit to Construct ( ) or Re" rXXj.�a� Indivi u -ewage Disposal System at: �y( 193 Parker Road Osterville f d bi -. ... ............. ..............•--•----......---......--••--....... ................ .........•- -•---•........ Location-Address .....Dana HiP1 �f ............................................................ -- Owner Address W J.P:1"I?G Qzgk2e %Tx.:........................ Installer Address Type of Building Size Lot............................Sq. feet U Dwelling x No. of Bedrooms............................................� gExpansion Attic ( ) Garbage Grinder ( ) aa Other—T e of Building No. of persons............................ Showers YP g --------•------•-----------• --•----- --�- ( ) Cafeteria Otherfixtures ------------------------------------•... -••----------•••-•••--•-••----------------•--••-•-----....------. W Design Flow............................................gallons per person per day. Total daily flow..............................._............gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date-----...----------...........-----...... 4 Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 0-4 fro Test Pit No. 2................minutes per inch Depth of.Test Pit...:................ Depth to ground water........................ a -•-•-•--••-••---•-•-••-•-•••-••-•---------------------------------•••-----------..............•••.-•........................................................ 0 Description of Soil........................................................................................................................................................................ t4 ............................Sand...&...axa.el......•-•----------•••--••-----•--•-•------•-...•--•-------------•------••-------•.....•---•--------------------••-••-••----••••---•---. W UNature of Repairs or Alterations—Answer when applicable...._........................................................................................... _-1-1000...gallon tank 1-10000 gallon leach pit 1-distribution box: Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliant has b n ' ued by the bo rd of ealth. Signed ... .... . .. ... ........ %. �%Gy .. 9/4/92 Dare Application Approved BY ` Date'----------------------------- ----------- Applicationreasons: - ...�- Disapproved for the following reasons: ...................... ........................................................................................................ --------------------------------------- .. . u ' Permit No. ....... a-------.y...l._ ..................... Issued .............................. . ---------------...D D ate are Date No.-7-a.y - .., Vt Fas_$ 3 0.0 0 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE , pphration for Disposal Varks TuntrurtWu rrut�' Application is hereby made for a Permit to Construct ( ) or Repair)(Xy) an Individual-Sewage Disposal System at: /f 193 Parker Road Osterville f �a o br� ...................................... _ __ _---_._.___...._._......»_________.. _ S ......__ __..»_____ _________ .._ Location-Address or Lot No: lQ �1------------------------------------------------------ -------------------- - -——- _..—------- Owner --------------------------------------------Adaress -=T-r----------------------------------------------- ------------------------------ ------- --------------------- - Installer Address UType of Building Size Lot--------------------------Sq. feet Dwelling X-No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder (' ) Other—Type of Building ' ( ) � YP g ---------------------------- No. of persons----.-----------------____-- Showers ( ) — Cafeteria d Other fixtures _ - - W Design Flow--- ---------------------------------------gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid-capacity--_--____-__gallons Length---------------- Width---------------- Diameter---------------- Depth_______.-______- x Disposal Trench—No--------------------- Width--------------------Total Length-------------------- Total leaching area------------------sq. ft. See page Pit No----------_--------- Diameter------------------__ Depth below inlet-------------__----- Total leaching area------------------sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by-------------------------------------------------------------------------- Date-------------------------------------- Test Pit No. I----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water____-___-__-___--..___-- P4 Test Pit No. 2----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water._______-_-____-________ a ------------------------------------------------------------------------------------------------------------------------------------------------ - Description of Soil----------------------------------------------------------------------------------------------------------------------------------------------------------------------- VSand--&-g r a v__e i------------------------------------------------------------------------------------------------------------------- W -- --- - --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable--------------------------------------------------------------------=------------------------_:- -1-1000 gallon tank 1-10000 oallom leach pit_ 1_-a:A@9ribution_-box_.__________ _ ___ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal-System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complianc has been iisssu'd by the board of health. Signed---- -- --�--1= ------�9�4/92-- Application Approved By ---------- �`"^ � r'� ----------- �m Application Disapproved for the follotmng reasons- ------------------------------------------------------------------------------------------------------------------------------------- i ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------- _-, Permit No. - ----------- ---------y--�--��------------------------- Issued -----------------------------------------------------------�------ tam f I THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE 01Pliifirale of (.9omplinure ; THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired:(xx ) by----------J_.P.Macomber _Jr. ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Ins�ter at -19-3----Parker load Osterville,Mass' - - -------- --------------------------------------------------------------------------- ------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. .-__ - �/_ ----- dated ---_--_____---------------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTIONS�ATISFACTORY. DATE �� __ C�7--- 1 `------------------------------------------ -- Inspector ---------------� - - _ - ----.- -------•--------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No.._»,9�. �f�1.a- TOWN OF BARNSTABLE T Fs$_ _.»30.00 �is�ruuttl Turku �unus#iun �rrnti# Permission is hereby granted__).P_.Macomber--Jr. ------------------------------------------=---------------------------- ---------- to Construct ) or Repair �X j an Individual Sewage Disposal System 193 arker iZoaa sterville Street /� as shown on the application for Disposal Works Construction Permit No._____�f�l__pL Dated__________________________________________ ---------------------- --------------------------------------------___ _ Cy Board of Health DATE-------------------- ---`--�=--1--�----------------------- -- FORM 36508 HOBBS Q WARREN.INC.,PUBUSHERS 1 TOWN OF BARNSTABLE LOCATION J 3 �ar14er SEWAGE .# VILLAGE ASSESSOR'S MAP LOT ( Z� INSTALLER'S NAME & PHONE NO. aCUM PL �" �C+�1 14 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ` �r cs� -NO. OF BEDROOMS— PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER w ti" DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: 1/� l ,-L VARIANCE GRANTED: Yes No g2 T 'r 4 — v l. .I + I I J Town of Barnstable Tom,, Regulatory Services o� Thomas F. Ceder,Director �swr A. Public Health Division �p t6Tq. �m lEo a Thomas McKean;Director 200 Main Street,Hyannis,MA 02601 Offce:. 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 9-11-07 Sewage Permit# "' Assessor's Map\Parcel 116 / 082 Designer: Peter J. Ogren Installer: Aof 2f 7 6;!/ 4 Hayes Engineering, TTmc. Address: Address: 603 Salem trPPt Wakefield, MA 01880r1� /l5 On Zl ADr&���/?�GjrS was issued a permit to install a (date) (installer) septic system at 193 Parker Road (aka 93 Parker Road)based on a design drawn by (address) Peter J. Ogren dated Any ri 1 11,..E 2006 (designer) X 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. Stnpout (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 Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. t `1N OF gnst er's Signature GM ft 2n45 clef (Designer's Signature) (Affx Denev,v amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOT.I�i THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARN STABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer certification Fomi Rev 03-09-06.doc L I ® POOLEQUFwNf NEW GA5 LINE-INSTALL AFfR 0LLK NEAP IN5fALLATIONd 56 LF NEIGl�iOR NEW O MK M9(Not 4et b5tallcd) ❑ 0 GA5 METER INFILL 01 G ENTRY MMOVE D LKIfAG(15+5+15-35 LE) CUf,CONCffTE.JACK-N"gR,eMOVE FROM 51TE REMOVE DECK PATIO 28'-6' SWIMMING POOL SEAT 5PA PATIO �'I s L� r LOT UNE WNEN E7f1EN11 TO t THE ADJOINER CALL OF'1Y 0 h t i CLUB'AS DESCRIBED IN THE AT BOOK 140E PACE IE3 ------------------- o SINGLE MEMBER 2 DOUBLE MEMBER 'PROP. UNE'AS n'-o• e'-r l7'-0' 9'-0' ® TRIPLE MEMBER DEPICTED ON PLAN BOOK 12E PAGE 153 NOTE MARK BEARING WALL T_— ---------- --------------------- 1 I r--------, �------ ----- -----� i — — HIDDEN '. I p53 DETAIL MARK- F� I I IW. L_________J DOOR R.D.TO BE 1 - ROOM TAG ` DETERMINED BY ---------, I CONTRACTOR I ( 000 1 N I I N § 1 I 1 i I § A SECTION MARK °' CUT MARK DATUM POINT x �O`I 7 � I I 6-2' 3'-0• 6'-Y I 1 I I VERBPLPMS BELOW I I I L_____ ———————————— n 1 MAKE POCKETS I N r___________________l 1 8•DEEP V I I I I I V z 151_81, 1 V I 10—n I I I 4._z. I s o z B 1-4- o z ° s o z B s'-V L'-z• I �_ �_ I I I I? I I� 1 I I Q LWA I I I I none PxK� (s)I S/a•z Ql 7/B• nsne'PocxEr I I I 1 10-OEEP VER°xlAM3 ROVE I I I i i TOP OF WALL I I I 1 I I I I I I I 4. � I 1 - I I i a FINISH GRADE n 15 I 911 I i I i 6" OF LOAM O I ---- ------------ ----I I I 13 I I I I o § I 1 I 1 -' °D Q o '3•_6• 0'-6• L'-6• I L-----'--- ------------- V 00 ---— ________________________________ __ Q U ° c 4 OAK p 20 OAK -a § a `s - ------------------- -- - --------- - M aW 0r PAr5ovr� , o DATE: 519106 i SITE PLAN 2 FOUNDATION LAYOUT tSURVEYING USE ONL 3 *NNDEPTH OF HOLE TOP BE DUG 10'-0" ;r 1/4�� = 1'-0" ' S I.I 1/2" = 1'-0" T,4_ .,p l s � f' 1 U 2-10. B 2k 2 10• IT•-0' IT a m = JO'-0' ROOM ® �' Is.-4• Is'- � p �p�Vp V1 n e KITCHEN '4 N �� BATH © a pN � WHERE GARAae IrmDIATeLr ' HOUSE WALLS AND CEILINGS y USE ING.FIRE RATED DRYWALL L® �V T 7 DINNING ROOM s' CLOSET ® ° O 1 © LAUNDRY 2 s} 2 y. 0' T — — -- ------- _ yC -- _ ----- ----- 2 �. .. § '$C'S'_9• 4'-10' .y 1.-8.11 — S._ 1 1? .._ .. iV -�}•I in ® 'O ADJUSTABLE DIM. I'-7�+I•7^ �,,, 'R z HOCFAMILY ROOM USE A 20 MIN.FIRE O RATED.'R.ORTHICK _ 2 DOOR TOWE SSEPARATE 'V W GARAGE OPENING P ' FROM HOUse ® O . tl°'S2(B212B b 2'-6'. 2'-6• ® a ;0 3' S' rN LtlB.iBm1B _ _ CONTRACTOR TO BEDROOM b' d — • DETERMINE SIZE OF ti iv I FIREPLACE — ySOP BATH ON 0 T O ROOM � O yy QD ® I NQD 1.-6 b O O O O ^^ 7'•71' W-10' illI'-9 T_9• 0 - 6'-` S'-- J-7• 1 A• 5'-* 6'-* T 17'-0. 30'-0' 301-0• / 1 ST FLOOR PLAN 2ND FLOOR PLAN (1)BEARING WALLS MUST INCORPORATE 2X BLOCKS(PER SIZE OF WALL) 1/4"0 1._0" 1/4'=1'-10" AT THE CENTER OF THE WALL HEIGHT,AND RUN TO ^7 THE END OF THE WALL EACH WAY(STAGGERED). FS-1 BEARING WALL (2) POST BELOW PROVIDE SOLID BLOCKING - O TO FOUNDATION OR BEAM. o (3) ®POST FROM ABOVE,PROVIDE SOLID BLOCKING NOTE:ALL DOORS VIEWED FROM OUTSIDE THROUGH BEAM OR WALL TO FOUNDATION OR FINAL BEAM TO IS[HK RH WN CONTRACTOR BEFORE ORDERING PKWI ►, 4 II STANDARD WALL WINDOW SC ULE HALF WALL T-WASM DOLE 6/6 SOL ANO R ANDERSON 400 SERIES CASEMENT WINDOW b LIGH SDI. ALL HEADERS ON IST FLOOR I AN ER - N 4 R I S P r� ] y TO BE TRIPLE 2X10 FLUSH WITH DATE: 5/9/06 BOTTOM OF PLATE FOR A 6'-II 3/4" R.O. sl - ERSE •X 6'-II' %Rj;g;rRpQOO 10OR(LEFT RAN ANUMSER FOR 2ND FLOOR FOLLOW INSTRUCTIONS 4 M1DE E -0 ON SECTIONS-PER PLATE HEIGHT 1111 D ., -� 1 .1 T Cie) ® �� Q - UNFINISHED SPACE UNFINISHED INISHED SP /STORAGE/STORAGE AC©E©BEDROOM T ® % " Oa'^ ® - 2'-OJT' _ .. .. I'-0• w z N UNFINISHED SPACE O /STORAGE Lei UNFINISHED SPACE /STORAGE _ 0'-9' (oil BATH R^nM P ROOM T (0 I'-II' 10'-61 3'-9' 4'-II' .L 9'-4' 1� 3RD FLOOR PLAN 1/4"=l'-O" (1)BEARING WALLS MUST INCORPORATE 2%BLOCKS(PER SIZE OF WALL) AT THE CENTER OF THE WALL HEIGHT,AND RUN TO THE END OF THE WALL EACH WAY(STAGGERED). BEARING WALL ' NOTE:ALL DOORS VIEWED FROM OUTSIDE (2)N POST BELOW PROVIDE SOLID BLOCKING IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FOUNDATION OR SEAM. TO CHECK THE WINDOW SCHEDULE BEFORE ORDERING (3) ® POST FROM ABOVE,PROVIDE SOLID BLOCKING WINDOW SCHEDULE THROUGH BEAM OR WALL.TO FOUNDATION OR FINAL BEAM 1[J^( 00 STANDARD WALL B DE 0 4NDERSI DFU ! yl ON 400 SERIES CASEMEN WINDOW A LIGHT SDL. p,/y 1 DER 0 R 4 HALF WALL DOOR bLHtUIJL Ogz ALL HEADERS ON IST FLOOR DERS 2'- X A'-II' DATE: TO BE TRIPLE 2X10 FLUSH WITH D R N X -II D 5l9/06 BOTTOM OF PLATE FOR A 6'-II 3/4" R.O. 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' m�iiinl r��i�lu � °m■uril u°nn°nu bum 1■uIIII i pnl�°nt■I ■°a■nnun r■m■1 ;■Ilu:',�I • _�� tl�l■11111■°I '�it�utill�util_I.. l I =1■ � _L L I _�IJu■Iluwlpun a �. 1 FOUNDATION SPEC I F I CATIONS (3)ALL FOOTINGS AND CONCRETE PIERS SHALL EXTEND TO BELOW (8)ALL FILL MATERIAL: (14)ALL JOINTS SHALL BE TOOLED AS SOON AS POSSIBLE AFTER THE INITIAL 1 THE FROST LINE. CONTRACTOR AND SUBCONTRACTOR SHALL USE CLEAN SAND,WELL GRADED SET.FLUSH JOINTS SHALL NOT BE PERMITTED. AND FREE FROM ANY DELETERIOUS SUBSTANCES. (4)FOUNDATION WALLS SHALL EXTEND AT LEAST 8'ABOVE THE FINISHED 05)SLEEVES FOR SEPTIC PLUMBING,WATER,GAS,AND ELECTRICITY TO BE GRADE ADJACENT TO THE FOUNDATION WALL AT ALL POINTS.ALL PERIMITER (9)ANCHORS AND TIES SHALL BE CORROSION PROOF AND GALVANIZED AFTER COORDINATED WITH TRADES, (1)8'-10'TALL WALL BY 10'THICK CONCRETE,WITH A MINIMUM FOUNDATION WALLS SHALL HAVE WATERPROOFING APPLIED TO THE EXTERIOR. FABRICATION. OF 3500 PSI.AT 28 DAYS UNLESS NOTED OTHER WISE.FOUNDATION WALL AREA OF 8'-10'TALL 10'THICK FOUNDATION WALL SHALL HAVE#4 VERTICAL REBAR REINFORCEMENT EVERY 3'-0'O.C.,AND (5)CONCRETE PIERS SHALL HAVE A BELL CAST FOOTING.BASE OF THE BELL (10)COLD WEATHER INSTALLATIONS FOR CONCRETE WHEN BELOW 40'F. g. WILL HAVE 1 04 HORIZONTAL REBAR AT THE TOP 12',AND EVERY 3'DOWN SHALL BE 3 TIMES THE WIDTH OF THE PIER:THE DEPTH OF THE BELL SHALL REQUIRE APPROVAL BY THE DESIGNER. ® FROM THE TOP OF THE WALL,THEN DOWELLED INTO A 10'X 22'CONCRETE EQUAL THE WIDTH OF THE PIER.TAPER OF THE BELL SHALL BE A MINIMUM AREA OF 8'-6'TALL 10'THICK FOUNDATION WALL FOOTING W/(3)#5 HORIZONTAL REBAR REINFORCEMENT CONTINUOUS,VERTICAL ANGLE OF 45•. (11)MASONRY WORK(IF ANY)SHALL BE PLUMB TRUE TO THE LINE,WITH REINFORCEMENT SHALL BE PLACED AT CENTER OF WALL,AND HORIZONTAL COURSES LEVEL,BUILD IN ALL METAL TIES AND ANCHORS AS WORK PROGRESSES. REINFORCEMENT SHALL BE PLACE NO LESS THAN 2'ABOVE BOTTOM OF FOOTING. (6)FOUNDATION WALLS SHALL INCORPORATE 12'LONG-1/2'DIAMETER ANCHOR AREA OP 3'.10'TALL 8•THICK FOUNDATION WALL (FOR DOWELL USE SAME SIZE REBAR) BOLTS AT 48'O.C.MAXIMUM,AND NOT MORE THAN 12'FROM CORNERS ON ALL (12)CONCRETE MASONRY UNIT CONSTRUCTION.SHALL COMPLY WITH THE WALLS PERIMETER AND INTERIOR,IN PLATE AREAS OF 36'AND SMALLER A FOLLOWING STANDARDS:HOLLOW UNITS-ASTM C-90:SOLID UNITS-ASTM GYSOOGc7�l �QQ (2)OMITTED MINIMUM OF 2 BOLTS SHALL BE USED AT THAT SILL PLATE. C-145;PORTLAND CEMENT-ASTM C-I50;MASONRY CEMENT-ASTM C-91 AREA OF 3'•2'TALL 8'THICK FOUNDATION WALL (NON-STAINING CEMENT SHALL.BE USE WHERE NON-STAINING MORTAR (7)CONCRETE FLOOR SLABS SHALL BE W THICK MINIMUM AND BE REINFORCED IS REQUIRED):HYDRATED LIME-ASTM C-207. WITH WELDED WIRE MESH REINFORCING ACROSS ENTIRE SLAB.FLOOR SLAB (1)BEARING WALLS MUST INCORPORATE 2X BLOCKS(PER SIZE OF WALL) SHALL SE POURED OVER 4'GRAVEL BASE AND 6 MIL,LAPPED POLYETHYLENE (13)CMU BOTH BOTTOM AND ENDS,SHALL BE SET IN A FULL BED OF MORTAR AT THE CENTER OF THE WALL HEIGHT,AND RUN TO p( MOISTURE BARRIER ON STRUCTURALLY COMPACTED OR UNDISTURBED SOIL. WITH JOINTS OF UNIFORM THICKNESS AND HEAD JOINTS IN ALTERNATE THE END OF THE WALL EACH WAY. ITj COURSES PLUMB OVER THE ONES BELOW. 47'-7 m-o• e•-o• n••o• - s•-a• I. MECHANICAL LIGHTING 100 WATT LIGHTS IN BASEMENT oQ FOUNDATION PLAN 2. MECHANICAL: HVAC U CO HIGH 1/4"=�1'-0" FORCED AIR/AIR HOT AIR/AIR COND. FRESH AIR RETURN, WITH DEHUMIDIFIER IN BASEMENT O 8`4• FOR FUTURE CONSTRUCTION. a ___ _ -_ - _ 3. FIRE ALARMS PER CODE TOP OF BILCO WALL I r_______-1 • _ —— — --_ ———— USE TYPE C' 1 1 I I r �.W/24'E%TENSDN I I I I I '�`. I I FFFIII L--------J DOORR,O.TOBE i 4': I DE ERMINIO BY CONTRACTOR l.J on I § _ I I . IIIIIIIII ;'�a"-';`':'<:'�i•. 1IIIlIIII___=____E,jy_,0 I'DEEP I II fV2E1 R1A3I lA4M'9%7BE9'-L61O/'W2 II RSr§——II —6 2' 3 0' 0'42 I I1 F —s�•-B• _IIIIIIIII .•; II�IIIIIII III --------- FOUNDATION AT IONMAKE POCKETS TOP OP ------------------1 , I e' -0'DEEP ALL* 4-2' y-0 2'-6' 3'-0' 2'-a' 3'-0' 2'-a' !'-0 4'-2' TIME WILL BE CKET THE SAME FOROTHER M SIDE OF HOUSE AT BEA TOP OF FOUNATN _ I WALL 00'-0' L 5'-6' NA Po KEOALAHS ABOVE IOEEP _ - O OOa I I TOP OF FOUNDATION I IZAA WALL 0•0'-8' I I I I - o i TOP OF FOUATION I I I I O ND o WALL7' I I ^ Q cn 01) IZI DATE: 3/9/06 1 1 1 11 DRAIN TO DAYLIGHT, 1'-D}' P IO'-It' N 6'-2}' 10'-I' 1'-^( P. ' S1 .1 DRYWELL,OR SEWER, \ 1 FRAMING SPECIFICATIONS (4)JOIST HANGERS SHALL BE USED AT ALL FLUSH-FRAMED FLOOR JOISTS. (11)JOISTS EXTENDING OVER BEARING PARTITIONS OR BEAMS MAY BE BUTTED (B)FLOOR SHEATHING:3/4•STRUCTURAL'STRUC.-INT.'PLYWOOD GLUED (18)STANDARD JOISTS AND BEAM HANGERS SHALL BE SIMPSON TOP FLANGE SIZE UNLESS N07ED OTHERWISE. JOISTS OVERLAPPING AT A SUPPORTING BEAM,SHALL OVERLAP 3'MINIMUM. AND TIED TOGETHER,OR NAILED TOGETHER WITH A MINIMUM OVERLAP OF 4', AND SCREWED AT 10'O.C. METAL HANGERS OF APPROPRIATE '} (1)ALL WOOD FRAMING MEMBERS USED SHALL BE STRUCTURAL GRADE p2.ALL (5)PROVIDE WOOD BLOCKING OR METAL BRIDGING AT 1/3RD POINTS ON ALL (12)EXTERIOR AND BEARING WALL CONSTRUCTION SMALL INCLUDE ADEQUATE (C)EXTERIOR WALL SHEATHING:1/2'INTERIOR GRADE'INT.-PLYWOOD (19)ALL EXTERIOR FRAMING WITHIN 18.OF GRADE,AND STRUCTURAL FRAMING WOOD SHALL COMPLY WITH THE U.S.DEPARTMENT OF COMMERCE AMERICAN FLOOR JOISTS.BLOCKING SHOULD BE SPACED 4'-0"O.C.MINIMUM RESISTANCE TO WRACKING BY THE USE OF CORNER BRACING OR ANCHORAGE NAILED AT 6.O.C.WITH GALVANIZED 12D COMMON NAILS. IN WET LOCATIONS(SUCH AS SECOND FLOOR DECK SLEEPERS)SMALL BE LUMBER STANDARDS,SIMPLIFIED PRACTICE,AND GRADING REQUIREMENTS AND 8'-0'O.C.MAXIMUM OF STRUCTURAL SHEATHING TO PLATES. PRESSURE TREATED. OF A RECOGNIZED ASSOCIATION UNDER WHOSE RULES THE LUMBER IS CO)ALL OTHER SHEATHING:I/2'INTERIOR GRADE"INT.'PLYWOOD NAILED L.V.L SPECIFICATIONS PRODUCED.WOOD SHALL BE FROM LIVE STOCK,THOROUGHLY SEASONED. (6)DOUBLE FLOOR JOISTS SHALL BE PROVIDED BELOW ALL INTERIOR (13)KING STUDS EXTENDING IN ONE PIECE FROM HEADER TO SOLE PLATE, AT 6'O.C.WITH 120 COMMON NAILS. (20)METAL SADDLES WHICH OCCUR ON SONOTUBE SUPPORTS,SMALL BE WELL MANUFACTURED,AND GENERALLY FREE FROM WARPAGE THAT CANNOT PARTITION WALLS PARALLEL TO FRAMING. SHALL BE INSTALLED AT ALL WINDOW AND DOOR OPENINGS TO FORM SIMPSON NASU44 SECURED WITH TWO-I/2'BOLTS EACH. (D ALL L.V.L.'s ARE TO BE VERSALAMS(NO EXCEPTIONS) BE CORRECTED BY BRIDGING OR NAILING.MOISTURE CONTENT SHALL NOT RIGID ENCLOSURE. (15)FRAME ALL RAFTERS OPPOSITE EACH OTHER AT THE RIDGE BOARD. EXCEED 20%AT THE TIME OF CCNS7RUCTION. (7)SIZES OF TRIM WOOD MEMBERS ARE NOMINAL SIZES.ALL LUMBER SMALL THE DEPTH OF THE RIDGE BOARD SHALL BE NO LESS THAN THE CUT OF (2U ALL BATHROOM WALLS SHALL HAVE BLOCKING FOR TOWEL BARS AND (2)p MINIMUM BEARING LENGTH OF 3 1/2'IS REQUIRED FOR ALL BEAMS. BE SURFACED ON FOUR SIDES,UNLESS NOTED OTHERWISE (IL)PLYWOOD SHALL COMPLY WITH ALL APPLICABLE STANDARDS OF THE APA THE RAFTERS. OTHER ACCESSORIES,BLOCKING FOR TOWEL BARS SHALL BE LOCATED AT (2)ALL PLAN DIMENSIONS ARE TO THE OUTSIDE OF FRAMING MEMBERS (AMERICAN PLYWOOD ASSOCIATION).EXTERIOR TYPE HARDWOOD PLYWOOD, L'-10'A.S.F.(ABOVE ALL TOILETS)AND 3'-10'AT WALLS REASONABLE FOR (3)PROVIDE RESTRAINT AT SUPPORTS TO ENSURE LATERAL STABILITY. AND CENTERLINE OF OPENINGS.VERIFY ALL ROUGH OPENINGS WITH WINDOW. (8)STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY 'TECHNICAL*OR*TYPE I',MAY BE USED FOR ANY PORT OF THE STRUCTURE. (16)WHERE APPLICABLE:WALL STUDS SHALL ALIGN THROUGH BOTH FLOORS, 70WELL BARS.BLOCKING FOR TOILET PAPER HOLDER SHALL BE LOCATED cn AND DOOR SCHEDULE. IMPROPER CUTTING OR DRILLING. STRUCTURAL INTERIOR TYPE,'STRUC.-INT.',PLYWOOD MAY BE USED FOR ALL AND CONTINUE ALIGNMENT INTO ROOF FRAMING. 4T P-9'A.S.F. (4)DO NOT CUT,NOTCH,OR DRILL THE GANG-LAM BEAMS. INTERIOR WORK AND EXTERIOR WORK NOT DIRECTLY EXPOSED TO THE (3)ALL EXTERIOR WALLS,AND INTERIOR PARTITION WALLS BEHIND TOILETS, (9)INSTALL GIRDER MEMBERS WITH JOINTS OVER SUPPORTS,PROVIDE 1/2' WEATHER.INTERIOR PLYWOOD. OR*TYPE 2'MAY BE USED FOR INTERIOR (17)ALL RAFTERS$HALL BE SECURED TO BUILDING FRAME WITH METAL (22)BLOCKING SHALL BE PROVIDED FOR ALL CABINETS. {5)SHIM ALL BEARINGS FOR FULL CONTACT. SHALL BE 2X6 STUD CONSTRUCTION AT 16'O.C.(TYPICAL).ALL OTHER AIRSPACE AT ENDS OF GIRDERS FRAMED INTO MASONRY OR WORK,EXCEPT BATHROOM AND SHOWER ENCLOSURES. HURRICANE STRAPS. H INTERIOR PARTITION WALLS SHALL BE 2X4 STUD CONSTRUCTION AT 16'O.C. CONCRETE. pb (TYPICAL).WALLS SHALL HAVE A SINGLE SOLE PLATE AND A DOUBLE TOP (A)ROOF SHEATHING:5/8'EXTERIOR GRADE'TECHNICAL'PLYWOOD NAILED AT (6)VERIFY DIMENSIONS BEFORE CUTTING GANG{AM TO SIZE REQUIRED. lNV PLATE CONTINUOUS.OVERLAP TOP PLATE 4 FEET MINIMUM. 00)MINIMUM BEARING OF JOISTS FRAMED INTO MASONRY SHALL BE 4'. 10.O.C.WITH GALVANIZED IZO COMMON NAILS. (7)PROVIDE COMPRESSION EDGE BRACING AT EACH END OF COMPONENT. NOTE:FOR TRIPLE MEMBER 'ATTACH 2 GANG-LAM PLIES WITH 3 ROWS OF 16D COMMON NAILS ON EACH FACE STAGGERED AT 12 C.C. FIRST FLOOR FRAMING PLAN j� 'ATTACH ADDITIONAL PLIES 70 ALTERNATE FACES THE FIRST TWO PLIES, 'a1 AS REQUIRED,WITH 3 ROWS OF 16D COMMON NAIL STAGGERED AT 6'C.C. � 1/4" - 11'0R (8)ANCHOR GANG-LAM L.V.L.BEAM SECURELY TO BEARINGS OR HANGERS NOTES: CpVVV0?�Q]»f 47'-0' ppNp BEARING WALLS MUST INCORPORATE 2X BLOCKS(PEP SIZE OF WALL) A UA IT-0' 8'-0• 4'-0• s•-0' AT THE CENTER Of THE WALL HEIGHT,AND RUN TO THE END OF THE WALL EACH WAY(STAGGERED). BEARING WALL �q7 (2) 0 POST BELOW PROVIDE SOLID BLOCKING f I TO FOUNDATION OR BEAM. (3) ®POST FROM ABOVE PROVIDE SOLID BLOCKING ?R r - 11 THROUGH BEAM OR WALL TO FOUNDATION OR FINAL BEAM - STANDARD WALL VV� HALF WALL d I GFG �I aC § I I § U AJS-20-S®C9 1/2') ®16'O.C, z N VERSALAMS BELOW Q - - , a I ——————J ———————— AJS-20's®(9 1/2') I ®16.O.C. I I � I I I I I I 1 i FOR SILL PLATE:P.T.2%6 W/I/2' SILL SEAL(CONTINUOUS)FASTEN TO I FOUNDATION WALL W/12'LONG,1/2'DIAMETER I ANCHOR BOLTS 0 4'-0'O.C.MAX MUM am u 4 I I I I I (s)I s/4•r 11 7/8• I q L — — VERSALAMS BELOW � I BCARD(CONTINUOUS) 52.I ffi r e — I i 7 AJS-20's m(9 1 I 016.O.C. Lay II OUT To S I/2• (� TO MAKE 6'-W / I/Y STAIR COOP R 1• I � A L - - - 1 - - - - - [ 1 o O �1 P.T.2XB ® P.J2XB'S 0 13" %9 /2.VERSALAM 16'0. Ib"0. DECK AREAS ONLY ALL HEADERS ON IST/2ND FLOORS (UNLESS NOTED) / t` DATE: TO BE TRIPLE 2X10 PORCH GIRDER,(2)P.T.2X8's FOR 3/9/06 P.T.2X8 JOISTS 0 16'O.C.TO HANG ON 27'-0' 1'-6• PORCH GIRDER,(3)P.T.2%8's FOR P.T.2XB JOISTS TO HANG ON 1 .2 Cp/� �+ (4)J015T HANGERS SHAH PARTITIONS USED AT ALL FLUSH-FRAMED FLOOR JOISTS. (II)JOISTS EXTENDING OVER BEARING PTITIONS OR BEAMS MAY BE BUTTED (B)FLOOR SHEATHING:3/4'STRUCTURAL'STRUC.•INT.'PLYWOOD GLUED (IB)STANDARD JOISTS AND BEAM HANGERS SHALL BE SIMPS RA ON TOP FLANGE L.V.L SPECIE I CATIONS r M I N G SPEC I F I CAT I,ONJ JOISTS OVERLAPPING AT A SUPPORTING BEAM,SHALL OVERLAP 3-MINIMUM. AND TIED TOGETHER,OR NAILED TOGETHER WITH A MINIMUM OVERLAP OF 4". AND SCREWED AT ID"O.C. METAL HANGERS OF APPROPRIATE SIZE UNLESS NOTED OTHERWISE. " (I ALL WOO FRAMING MEMBERS USED SHALL BE STRUCTURAL GRADE#2.ALL (5)PROVIDE WOOD BLOCKING OR METAL BRIDGING AT 1/3RD POINTS ON ALL (12)EXTERIOR AND BEARING WALL CONSTRUCTION SHALL INCLUDE ADEQUATE (C)EXTERIOR WALL SHEATHING:I/2'INTERIOR GRADE-INT,'PLYWOOD (19)ALL E..NTERIOR FRAMING WITHIN S-OF GRADE,AND STRUCTURAL FRAMING U)ALL L.V.L.'e ARE TO BE VERSALAMS(NO EXCEPTIONS) D / WOOD SHALL COMPLY WITH THE U.S.DEPARTMENT OF COMMERCE AMERICAN (TGI I30T5)FLOOR JOISTS.BLOCKING SHOULD BE SPACED 4'•0'O.C.MINIMUM RESISTANCE TO WRACKING BY THE USE OF CORNER BRACING OR ANCHORAGE NAILED AT 6.O.C.WITH GALVANIZED 120 COMMON NAILS. 'IN WET LOCATIONS(SUCH AS SECONDIFLOOR DECK SLEEPERS)SMALL BE LUMBER STANDARDS,SIMPLIFIED PRACTICE,AND GRADING REQUIREMENTS AND 8'-0'O.C.MAXIMUM OF STRUCTURAL SHEATHING TO PLATES. PRESSURE TREATED. (2)A MINIMUM BEARING LENGTH OF 3 I/2'IS REQUIRED FOR ALL BEAMS. ° OF A RECOGNIZED ASSOCIATION UNDER WHOSE'RULES THE LUMBER 15 (D)ALL OTHER SHEATHING:I/2'INTERIOR GRADE'INT.'PLYWOOD NAILED PRODUCED.WOOD SHALL BE FROM LIVE STOCK,THOROUGHLY SEASONED, (6)DOUBLE FLOOR JOISTS SHALL BE PROVIDED BELOW ALL INTERIOR (13)KING STUDS EXTENDING IN ONE PIECE FROM HEADER TO SOLE PLATE, AT 6'O.C.WITH 12D COMMON NAILS, (20)METAL SADDLES WHICH OCCUR ON 1/2"BOLTS BE SUPPORTS,SHALL BE (3)PROVIDE RESTRAINT A7 SUPPORTS TO ENSURE LATERAL STABILITY. WELL MANUFACTURED,AND GENERALLY FREE FROM WARPAGE THAT CANNOT PARTITION WALLS PARALLEL TO FRAMING. SHALL BE INSTALLED AT ALL WINDOW AND DOOR OPENINGS TO FORM SIMPSON#ABUL4 SECURED WITH TWO-I/2'BOLTS EACH. (4)DO NOT CUT,NOTCH,OR DRILL THE GANG-LAM BEAMS. BE CORRECTED BY BRIDGING OR NAILING.MOISTURE CONTENT SHALL NOT RIGID ENCLOSURE. (15)FRAME ALL RAFTERS OPPOSITE EACH OTHER AT THE RIDGE HOARD. EXCEED 20%AT THE TIME OF CONSTRUCTION. (7)SIZES OF TRIM WOOD MEMBERS ARE NOMINAL SIZES.ALL LUMBER SHALL THE DEPTH OF THE RIDGE BOARD SHALL BE NO LESS THAN THE CUT Of (21)ALL BATHROOM WALLS SHALL HAVE BLOCKING FOR TOWEL EARS AND C BE SURFACED ON FOUR SIDES.UNLESS NOTED OTHERWISE (14)PLYWOOD SHALL COMPLY WITH ALL APPLICABLE STANDARDS OF THE AGA THE RAFTERS. OTHER ACCESSORIES.BLOCKING FOR TOWEL BARS SHALL BE LOCATED AT (5)SHIM ALL BEARINGS FOR FULL CONTACT. (2)ALL PLAN DIMENSIONS ARE TO THE OUTSIDE OF FRAMING MEMBERS (AMERICAN PLYWOOD ASSOCIATION).EXTERIOR TYPE HARDWOOD PLYWOOD, 4'-10'A.S.F.(ABOVE ALL TOILETS)AND 3'-I0'AT WALLS REASONABLE FOR E CUTTING GANG-LAM TO SIZE REQUIRED. AND CENTERLINE OF OPENINGS.VERIFY ALL ROUGH OPENINGS WITH WINDOW (0)STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY "TECHNICAL'OR'TYPE 1'.MAY BE USED FOR ANY PART OF THE STRUCTURE. (16)WHERE APPLICABLE:WALL STUDS SHALL ALIGN THROUGH B07H FLOORS, 70WELL BARS.BLOCKING FOR TOILET PAPER HOLDER SHALL BE LOCATED (6)VERIFY DIMENSIONS BEFOR AND DOOR SCHEDULE. IMPROPER CUTTING OR DRILLING. STRUCTURAL INTERIOR TYPE,°STRUC.-INT,',PLYWOOD MAY BE USED FOR ALL AND CONTINUE ALIGNMENT INTO ROOF FRAMING. AT V-9'A.S.F. (7)PROVIDE COMPRESSION EDGE BRACING AT EACH END OF COMPONENT, INTERIOR WORK AND EXTERIOR WORK NOT DIRECTLY EXPOSED TO THE (3)ALL EXTERIOR WALLS,AND INTERIOR PARTITION WALLS BEHIND TOILETS, (9)INSTALL GIRDER MEMBERS WITH JOINTS OVER SUPPORTS,PROVIDE 1/2' WEATHER.INTERIOR PLYWOOD,•TNT.'OR'TYPE 2'MAY BE USED FOR INTERIOR (17)ALL RAFTERS SHALL BE SECURED TO BUILDING FRAME WITH METAL (22)BLOCKING SHALL BE PROVIDED FOR ALL CABINETS. SHALL BE 2X6 STUD CONSTRUCTION AT A'O.C.(TYPICAL).ALL OTHER AIRSPACE AT ENDS OF GIRDERS FRAMED INTO MASONRY OR WORK,EXCEPT BATHROOM AND SHOWER ENCLOSURES. _ HURRICANE STRAPS. NOTE:FOR TRIPLE MEMBER INTERIOR PARTITION WALLS SHALL BE 2X4 STUD CONSTRUCTION AT 16'O.C. CONCRETE. 'ATTACH 2 (TYPICAL).WALLS SHALL HAVE A SINGLE SOLE PLATE AND A DOUBLE TOP (A)ROOF SHEATHING:5/8'EXTERIOR GRADE*TECHNICAL*PLYWOOD NAILED AT GANG-LAM AM PLIES WITH 3 ROWS OF 160 COMMON NAILS ON EACH PLATE CONTINUOUS.OVERLAP TOP PLATE L FEET MINIMUM. (10)MINIMUM BEARING OF JOISTS FRAMED INTO MASONRY SHALL BE 4'. 10'O.C.WITH GALVANIZED 12D COMMON NAILS. FACE STAGGERED AT 12'C.C. 'ATTACH ADDITIONAL PLIES TO ALTERNATE FACES THE FIRST TWO PLIES, 1 45 REQUIRED,WITH 3 ROWS OF 160 COMMON NAIL STAGGERED A7 6'C.C. Q�Qj (8)ANCHOR GANG-LAM L.V.L.BEAM SECURELY TO BEARINGS OR HANGERS NOTES: SECONDFLOOR FRAMING PLAN (1)BEARING WALLS MUST INCORPORATE 2X BLOCKS(PER SIZE OF WALL) THIRD FLOOR FRAMING PLAN AT THE CENTER OF THE WALL HEIGHT,AND RUN TO 1/411 = 11'0D THE END OF THE WALL EACH WAY(STAGGERED). 1/40 = 1 -10" 47'-0' (2) 0 POST BELOW PROVIDE SOLID BLOCKING TO FOUNDATION OR BEAM. IT S'-0• I7'-0' S'-0' (3) ®POST FROM ABOVE PROVIDE SOLID BLOCKING B 0 I7 0 6 0 THROUGH BEAM OR WALL TO FOUNDATION OR FINAL BEAM _ 0 A N FROM HEADER ABOVE ------------ -------- O i�i EEWk VERSALAMS(BELOVO pUSE2 STUDS TO BEAR - --13/a•VERSALAMS HEADER ON(BLOCK.LOADS). _#16.O.L MUST BEUSED AT THIS AREA OFCANTILEVER �y §JOISTSCANNOT BREAK5OVER BEAM AT OT POINTT., 2z6 PJBT 6.-9. EACH EN) O4_..1. 6�'`` ____ _______________ LJ Q (3)13/4'X 11 7/8' § TRIPLE 2XIO'S TRIPLE 2%10'e TpIPLE 2x10's VERSALAMS FLUSH BELOW I BELOW J — — II >? (2)P.T.2X8'S FOR I AJS-20'S 91(9 1/Y) 4 AJS-®16'0. I/2') P,T,2X8 JOISTS ! 0 16'O.C. 1 TO HANG ON U2XIO ROOF R FTERS®16'O.C. �u 2, 3-a' i 6 I _ I 6." I 5 (3)1 3/4'x IL' 1 y I / •p lirM VEPSALAMS BELOW 1 — — r - I 1/8'%9 i/2'BC RIM 1 1 BOARD(CONTINUOUS) / / I 1 _ _ - _ - J a•<,na•K,,. M = 1 01-I' ^ MUST USE .9 uz•CORNER OFWALL TMOLD TOP p L1 O� 7J5-20'S - OF STAIR R I AJS-20'S®(9 1/2') N - PIG o aura I 0 16"O.C. y _ / 1 w {(fr^ TRIPLE 2X12'9 O H "� I I/8'x 9 I/2"8C RIMRIII I A I/ x B0/ � 4R0(CONTINUOUS) .1-0— L__ _&_ IT-O• L M z - 2%6'S® 'C.S 3JL'%9 I/2"VERSALAM 2XB'S 2 B'S W I'O.C. 16'O.C. DECK AREAS ONLY I6'O.C. _ 16'O.C. \ v PORCH GIRDER,(2)2%10'S FOR // ( ) PORCH GIRDER,(2)2X10'S FOR ( / DATE: 2X6 CEILING JOISTS 016'O.C. (\ /� '� / 2X8 FLAT ROOF JOISTS E O.C. / _ 3/9/06 TO REST ON - TO REST ON 27'-0' ALL HEADERS ON IST/2ND FLOORS PORCH GIRDER,(3)2X10'S FOR 2X6 CEILING JOISTS®16'O.C. (UNLESS NOTED) PORCH GIRDER.JOISTS 0 16'FOR TO REST ON TO BE TRIPLE 2X IO 2X8 FIAT ROOF JOIST TO REST ON r r r •. 51 .3 I (4)SIZES OF TRIM WOOD(MEMBERS ARE NOMINAL SIZES.ALL LUMBER SHALL (A)ROOF SHEATHING:5/8'EXTERIOR GRADE'TECHNICAL'PLYWOOD NAILED AT L V L SPECIFICATIONS NOTE:FOR TRIPLE MEMBER ROOF FRAMING SPECIFICATIONS BE SURFACED ON FOUR SIDES,UNLESS N07ED OTHERWISE 10'O.C.WITH GALVANIZED IZD COMMON NAILS. NOTES. -, 'ATTACH 2 GANG-LAM PLIES WITH 3 ROWS OF 160 COMMON NAILS ON EACH (1)ALL WOOD FRAMING MEMBERS SHALL BE STRUCTURAL GRADE#1.ALL (5)STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY (B)EXTERIOR WALL SHEATHING:i,7 INTERIOR GRADE'INT.'PLYWOOD (1)ALL L.V.L.'s ARE TO BE VERSALAMS(NO EXCEPTIONS) ,�. FACE AT Ii.C.C. WOOD LVANIZED 12D COMMON NAILS. AREAS SHALL COMPLY WITH THE U.S.DEPARTMENT OF COMMERCE AMERICAN IMPROPER CUTTING OR DRILLING. NAILED AT 6'O.C.WITH GA CC CATHEDRAL CEILING LUMBER STANDARDS,SIMPLIFIED PRACTICE,AND GRADING REQUIREMENTS (2)A MINIMUM BEARING LENGTH OF 3 I12'IS REQUIRED FOR ALL BEAMS. 'ATTACH ADDITIONAL PLIES 70 ALTERNATE FACES OF THE FIRST TWO PLIES, BUILD ACCORDING TO SPECS. OF A RECOGNIZED ASSOCIATION UNDER WHOSE RILES THE LUMBER IS (6)INSTALL GIRDER MEMBERS WITH JOINTS OVER SUPPORTS. (9)FRAME ALL RAFTERS OPPOSITE EACH OTHER AT THE RIDGE BOARD. AS REQUIRED,WITH 3 ROWS OF 160 COMMON NAIL AT b'C.C. PRODUCED.WOOD SHALL BE FROM LIVE STOCK,THOROUGHLY SEASONED, THE DEPTH OF THE RIDGE BOARD SHALL BE NO LESS THAN THE CUT OF (3)PROVIDE RESTRAINT AT SUPPORTS TO ENSURE LATERAL STABILITY. AREAS OF COLLAR TIES. WELL MANUFACTURED.AND GENERALLY FREE FROM WARPAGE THAT CANNOT (7)EXTERIOR AND BEARING WALL CONSTRUC71ON SHALL INCLUDE ADEQUATE THE RAFTERS. (B)ANCHOR GANG-LAM L.V.L.BEAM SECURELY TO BEARINGS OR HANGERS ® USE 2X8's 0 16'O.C. BE CORRECTED BY BRIDGING OR NAILING.MOISTURE CONTENT SHALL NOT RESISTANCE TO WRACKING BY THE USE OF CORNER BRACING OR ANCHORAGE (4)DO NOT CUT,NOTCH,OR DRILL THE GANG-LAM BEAMS. NAILED WITH(B)160 NAILS EXCEED 20%AT THE TIME OF CONSTRUCTION. OF STRUCTURAL SHEATHING TO PLATES. (10)WHERE APPLICABLE:WALL STUDS SHALL ALIGN THROUGH BOTH FLOORS, (9)FOR 4 PLY BEAMS USE 1/2'THROUGH BOLTS. PER SIDE OF TIE. AND CONTINUE ALIGNMENT INTO ROOF FRAMING. (5)SHIM ALL BEARINGS FOR FULL CONTACT. I, BOLT THE BEAM WITH 2 ROWS 012'O.C. (2)ALL PLAN DIMENSIONS ARE TO THE OUTSIDE OF FRAMING MEMBERS (B)PLYWOOD SHALL COMPLY WITH ALL APPLICABLE STANDARDS OF THE APA 2,THE DISTANCE FROM THE EDGE OF THE BEAM TO THE HOLE AND CENTERLINE OF OPENINGS.VERIFY ALL ROUGH OPENINGS WITH WINDOW (AMERICAN PLYWOOD ASSOCIATION).EXTERIOR TYPE HARDWOOD PLYWOOD, (11)ALL RAFTERS SHALL BE SECURED TO BUILDING FRAME WITH SIMPSON (6)VERIFY DIMENSIONS BEFORE CUTTING GANG-LAM TO SIZE REQUIRED. 3.BOLT HOLES MUST BE TH MUST BE AT LEAST 2 TH FOR BOLTS.E SAME DIAMETER AS THE BOLT. A A BEARING WALLS MUST INCORPORATE 2X RUN UN TO (PER SIZE OF WALL) T AND DOOR SCHEDULE. 'TECHNICAL'OR-TYPE I•,MAY BE USED FOR ANY PART OF THE STRUCTURE. METAL HURRICANE STRAPS. T THE CENTER OF THE WALL HEIGHT,AND R T / STRUCTURAL INTERIOR TYPE,'STRUC.-INT.',PLYWOOD MAY BE USED FOR ALL (7)PROVIDE COMPRESSION EDGE BRACING AT EACH END OF COMPONENT, THE END OF THE WALL EACH WAY. (3)ALL EXTERIOR WALLS,AND INTERIOR PARTITION WALLS BEHIND TOILETS, INTERIOR WORK AND EXTERIOR WORK NOT DIRECTLY EXPOSED TO THE (12)2XS COLLAR TIES ARE TO BE USED WHERE SPECIFIED ON THE PLANS BEARING WALL SHALL BE 2X6 STUD CONSTRUCTION AT 16'O.C.(TYPICAL).ALL OTHER WEATHER.INTERIOR PLYWOOD,'INT.-OR-TYPE 2'MAY BE USED FOR INTERIOR INTERIOR PARTITION WALLS SHALL BE 2X4 STUD CONSTRUCTION AT 16'O.C. WORK,EXCEPT BATHROOM AND SHOWER ENCLOSURES. 'NOTE'THIS IS NOT A STRUCTURAL RIDGE SYSTEM.THE ROOF CANNOT (TYPICA).WALLS SHALL HAVE A SINGLE SOLE PLATE AND A DOUBLE TOP SUPPORT ITSELF ON THE RIDGES ALONE,THEY MUST HAVE THE (2) O POST BELOW PROVIDE SOLID BLOCKING PLATE CONTINUOUS.OVERLAP TOP PLATE L FEET MINIMUM. COLLAR TIES TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE ROOF. TO FOUNDATION OR BEAM, (3) POST FROM ABOVE PROVIDE SOLID BLOCKING THROUGH BEAM OR WALL TO FOUNDATION OR FINAL BEAM STANDARD WALL HALF WALL w ROOF FRAMING PLAN 1/4" = 1 I-OB r T 1 90 e'9• n•-o• s-o• W a TRIPLE 2X6 POST TO =——_——————= 12 (3)1 3/4'x 9 I/2• VERSALAMS(BELOW) USE 2 STUDS TO BEAR HEADER ON c_ _________ 0 2 2 § z zxlo's z zxm's § R o / a _ a c7 � 11 M15'-0' TRIPLE 2X6 POST TO 6 6� S (3)1 3/4'x 9 I/2' Psi rn VERSALAMI(BELOW) USE 2 STUDS TO BEAR DAB. HEAD SlA FRAMING SPECIFICATIONS (4)JOIST HANGERS SHALL BE USED AT ALL FLUSH-FRAMED FLOOR JOISTS. (11)JOISTS EXTENDING OVER BEARING PARTITIONS OR BEAMS MAY BE BUTTED (B)FLOOR SHEATHING:3/4'STRUCTURAL'STRUC.•INT.'PLYWOOD GLUED GB)STANDARD JOISTS AND BEAM HANGERS SHALL BE SIMPSON TOP FLANGE• JOISTS OVERLAPPING AT A SUPPORTING BEAM,SHALL OVERLAP 3'MINIMUM. AND TIED TOGETHER,OR NAILED TOGETHER WITH A MINIMUM OVERLAP OF 4'. AND SCREWED AT 10'O.C. METAL HANGERS OF APPROPRIATE SIZE UNLESS NOTED OTHERWISE. (1)ALL WOOD FRAMING MEMBERS USED SHALL BE STRUCTURAL GRADE#2.ALL (5)PROVIDE WOOD BLOCKING OR METAL BRIDGING AT 1/3RD POINTS ON ALL (12)EXTERIOR AND BEARING WALL CONSTRUCTION SHALL INCLUDE ADEQUATE (C)EXTERIOR WALL SHEATHING: /2'INTERIOR GRADE'INT.'PLYWOOD (19)ALL EXTERIOR FRAMING WITHIN IS-OF GRADE,AND STRUCTURAL FRAMING WOOD SHALL COMPLY WITH THE U.S.DEPARTMENT OF COMMERCE AMERICAN FLOOR JOISTS.'SLOCKING SHOULD BE SPACED 4'-0'O.C.:MINIMUM RESISTANCE TO WRACKING BY THE USE OF CORNER BRACING OR ANCHORAGE NAILED AT 6-O.C.WITH GALVANIZED 12D COMMON NAILS. IN WET LOCATIONS(SUCH AS SECOND IFLDOR DECK SLEEPERS)'SHALL BE `, LUMBER STANDARDS,SIMPLIFIED PRACTICE,AND GRADING REQUIREMENTS AND 8'-0'O.C.MAXIMUM OF STRUCTURAL SHEATHING TO PLATES. PRESSURE TREATED. L,y,L SPECIFICATIONS OF A RECOGNIZED ASSOCIATION UNDER WHOSERULES THE LUMBER IS (D)ALL OTHER SHEATHING:I/2'INTERIOR GRADE'INT.'PLYWOOD NAILED PRODUCED.WOOD SHALL BE FROM LIVE STOCK,THOROUGHLY SEASONED, (6)DOUBLE FLOOR JOISTS SHALL BE PROVIDED BELOW ALL INTERIOR (13)KING STUDS EXTENDING IN ONE PIECE FROM HEADER TO SOLE PLATE, AT 6'O.C.WITH 12D COMMON NAILS. (20)METAL SADDLES WHICH OCCUR ON SONOTUBE SUPPORTS,SHALL BE WELL MANUFACTURED,AND GENERALLY FREE FROM WARPAGE THAT CANNOT PARTITION WALLS PARALLEL TO FRAMING. SHALL BE INSTALLED AT ALL WINDOW AND DOOR OPENINGS TO FORM SIMPSON#ABU44 SECURED WITH TWO-I/Y BOLTS EACH. (1)ALL L.V.L.'s ARE TO BE VERSALAMS(NO EXCEPTIONS) BE CORRECTED BY BRIDGING OR NAILING.MOISTURE CONTENT SHALL NOT RIGID ENCLOSURE. (15)FRAME ALL RAFTERS OPPOSITE EACH OTHER AT THE RIDGEaOARD. EXCEED 20%AT THE TIME OF CONSTRUCTION. (7)SIZES OF TRIM WOOD MEMBERS ARE NOMINAL SIZES.ALL LUMBER SHALL THE DEPTH OF THE RIDGE BOARD SHALL BE NO LESS THAN THE CUT OF (21)ALL BATHROOM WALLS SHALL HAVE BLOCKING FOR 70WEL BARS AND BE SURFACED ON FOUR SIDES,UNLESS NOTED OTHERWISE (14)PLYWOOD SHALL COMPLY WITH ALL APPLICABLE STANDARDS OF THE APA THE RAFTERS. OTHER ACCESSORIES.BLOCKING FOR TOWEL BARS SHALL BE LOCATED AT (2)A MINIMUM BEARING LENGTH OF 3 1/2'IS REQUIRED FOR ALL BEAMS. (2)ALL PLAN DIMENSIONS ARE TO THE OUTSIDE OF FRAMING MEMBERS (AMERICAN PLYWOOD ASSOCIATION).EXTERIOR TYPE HARDWOOD PLYWOOD, 4'-10'A.S.F.(ABOVE ALL TOILETS)AND 3'-10'AT WALLS REASONABLE FOR (3)PROVIDE RESTRAINT AT SUPPORTS TO ENSURE LATERAL STABILITY. AND CENTERLINE OF OPENINGS.VERIFY ALL ROUGH OPENINGS WITH WINDOW (8)STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY 'TECHNICAL'OR'TYPE I',MAY BE USED FOR ANY PART OF THE STRUCTURE. (16)WHERE APPLICABLE:WALL STUDS SHALL ALIGN THROUGH BOTH FLOORS, TOWELL BARS,BLOCKING FOR TOILET PAPER MOLDER SHALL BE LOCATED AND DOOR SCHEDULE. IMPROPER CUTTING OR DRILLING. STRUCTURAL INTERIOR TYPE,'STRUC.-INT.',PLYWOOD MAY BE USED FOR ALL AND CONTINUE ALIGNMENT INTO ROOF FRAMING, AT 1'-9'A.S.F. (4)DO NOT CUT,NOTCH.OR DRILL THE GANG-LAM BEAMS. INTERIOR WORK AND EXTERIOR WORK NOT DIRECTLY EXPOSED TO THE , (3)ALL EXTERIOR WALLS,AND INTERIOR PARTITION WALLS BEHIND TOILETS, (9)INSTALL GIRDER MEMBERS WITH JOINTS OVER SUPPORTS,PROVIDE 1/2' WEATHER.INTERIOR PLYWOOD,'INT.'OR'TYPE 2'MAY BE USED FOR INTERIOR (17)ALL RAFTERS SHALL BE SECURED TO BUILDING FRAME WITH METAL (22)BLOCKING SHALL BE PROVIDED FOR ALL CABINETS. (5)SHIM ALL BEARINGS FOR FULL CONTACT, SHALL BE 2X6 STUD CONSTRUCTION AT 16'O.C.(TYPICAL).ALL OTHER AIRSPACE AT ENDS OF GIRDERS FRAMED INTO MASONRY OR WORK,EXCEPT BATHROOM AND SHOWER ENCLOSURES. HURRICANE STRAPS. INTERIOR PARTITION WALLS SHALL BE 2X4 STUD CONSTRUCTION AT 16'O.C. CONCRETE. (TYPICAL).WALLS SHALL HAVE A SINGLE SOLE PLATE AND A DOUBLE TOP (A)ROOF SHEATHING:5/8'EXTERIOR GRADE'TECHNICAL'PLYWOOD NAILED AT (6)VERIFY DIMENSIONS BEFORE CUTTING GANG-LAM TO SIZE REQUIRED. PLATE CONTI NUOUS..OVERLAP TOP PLATE 4 FEET MINIMUM. (10)MINIMUM BEARING OF JOISTS FRAMED INTO MASONRY SHALL BE 4'. 10'O.C.WITH GALVANIZED 12O COMMON NAILS. (7)PROVIDE COMPRESSION EDGE BRACING AT EACH END Of COMPONENT, NOTE:FOR TRIPLE MEMBER 'ATTACH 2 GANG-LAM PLIES WITH 3 ROWS OF 16D COMMON NAILS ON EACH ^" _ FACE STAGGERED AT 12 D.D. FIRST FLOOR FRAMING PLAN I~� 'ATTACH ADDITIONAL PLIES 70 ALTERNATE FACES THE FIRST TWO PLIES,STAGGERED AS REQUIRED,WITH 3 ROWS OF 160 COMMON NAIL STAGGERED AT 6'C.C. � /4R = 11-011 (8)ANCHOR GANG-LAM L.V.L.BEAM SECURELY TO BEARINGS OR HANGERS W 00 4 6 NOTES: - (1)BEARING WALLS MUST INCORPORATE ZX BLOCKS(PER SIZE OF WALL) - pp I7'-0' e'-C 17'•0' 6'-0' AT THE CENTER OF THE WALL HEIGHT,AND RUN 70 VO1 - THE END OF THE WALL EACH WAY(STAGGERED). � BEARING WALL (2) 0 POST BELOW PROVIDE SOLID BLOCKING TO FOUNDATION OR BEAM. x (3) ®POST FROM ABOVE PROVIDE SOLID IBLOCKING QI I- _ THROUGH BEAM OR WALL TO FOUNDATION OR FINAL BEAM STANDARD WALLVV''�� HALF'WALL CV I C� II I jl § § U .. .. .. AJS-20's 0(9 1/2'). z ®16'O.C. N (2)1 1 3 3/4'x9 VE 4' BELOO W 0 � � a § c I __—____— 0 16'O.C. 1 I § § I I I I I I FOR SILL PLATE:P.T.2%6 W/ /2' SILL SEAL(CONTINUOUS)FASTEN TO FOUNDAr� T1ON WALL WO"D.C.1 LONG, MAXIMUM DIAMETER ANCHOR BOLTS 0 4 I �I L _ _ vEPBAIAMS BELOW ' 9 1/21 BC RIM 1 I BOARD(CONTINUOUS) i g• 3•-3• I � A i A Sz.l ffi — — I 52.1 F ` AJS•20•s®(91/2') 0 6'O.C. JAI! (� _ lrT,J�1 C7 cur To 6 I/2' L.l -II Ch VLL $ P.T.2X8 ® P.T.2X8'S 0 13/4'X 9 I/2'VERSALAM 16'O.C. 1'O.C. pEDK AREAS ONLY �/ a ALL HEADERS ON IST/2ND FLOORS (UNLESS NOTED) / TO BE TRIPLE 2X10 PORCH GIRDER,(2)P.T.2XB'sFOR DATE: \ \ \`/, 3/9/06 P.T,2X8 JOISTS®16'O.C.TO HANG ON — '- 1.-6. 27'.0.. PORCH GIRDER,(3)P.T.2X8's FOR �A\ P.T.2X8 JOISTS TO HANG ON C..i ■`_/ a v r 1, (2) 1 3/4" x 24" VERSALAMS �1 +-� NOTE: MUST USE A MINIMUM OF (8) 16D NAILS r AT EACH END OF 2x8 COLLAR TIES. SPACE � ALL NAILS 13/4" APART FROM EACH OTHER. 12 41 5'-6 12 op V I j p00 op 1 cp ® AJS-20's @ (9 1./2") 13 STAIRS @ 16" O.C. RISE: 8 1/8" r- - - - - - - - - - - - - - - - - - - - - - - TREAD: 9" co I � � 6'-3k'Kid ------------ i li it O n a 4'-2k -———————————————————————————---—- 6 -q S _9 lip------ ------III I� Ili � III - - - - iil i I it III O` III 1 III i ao — — — — 15 STAIRS — — — — RISE: 7 7/8" 171 TREAD: 10" — — — — 1 f 6L- Lo rl 17 AJS-20's @ (9 1/2") (3) 1 3/4° x 9 1/2' j @ 16" O.C. VERSALAMS (DROPPED) I 14 STAIRS RISE: 8 1/8" TREAD: 10" O C 1 1 DATE: 319106 � � I Sim■1 t +, L 15 STAIRS O� RISE: 7 7/8" y TREAD: 10" ` 'o ` 10 14 STAIRS `% RISE: 8 1/8" ` TREAD: 10" ` z AT EACH UEND OF 2 81COLLAR TIES.ISPACE LS G (i) 13/4" x II 7/8" VERSALAM FOR RIDGE ALL NAILS 1 3/4" APART FROM EACH OTHER. 0 0 TO DOUBLE 2X6 POST TO TRIPLE 2X10 a HEADER AT WINDOW 12 12 1 �==-=� 1 18 5 JL JL II I II I�it 1r�I II I - II II II II II II I =iN TRIPLE 2X12 _ TRIPLE 2X10 HEADER HEADER N II 0 Q E � I� � z c M o _ DATE: 519106 i 3 TYPICAL ROOF CONSTRUCTION 1 RIDGE VENT RIDGE VENT 3" RED CEDAR SHINGLES RIDGE BEAM AS SPECIFIED #30 FELT UNDERLAYMENT 5/8" COX PLYWOOD SHEATHING FASTENED TO TOP OF BLOCKING 6" ASPHALT ARCH. SHINGLES 5/8" CDX PLYWOOD SHEATHING RIDGE BEAM AS SPECIFIED RED CEDAR SHINGLES 2XIO5/8" RAFTER CDX PLYWOOD SHEATHING R-30 BATT INSULATION 5/8" I/2° GYPSUM WALLBOARD I FASTENED TO TOP OF RAFTERS ON IX3 STRAPPING FLASHING #3O FELT UNDERLAYMENT IX8 CEDAR TRIM TYPICAL WALL CONSTRUCTION I I IX4 CEDAR, ONLY WHITE CEDAR SHINGLES I WHERE GUTTERS APPLY ON TAR PAPER 1/2" PLYWOOD SHEATHING o R-19 BATT INSULATION W/ 4 MIL 2X6 CONTINUOUS W/TRIM �" GUTTER POLY VAPOR BARRIER INSIDE WALLS 2X6 WALL CONSTRUCTION I/2° GYPSUM WALLBOARD HIDDEN GROUND - i IX8 CEDAR TRIM SCREENED VENT W/ TRIM �'•' TYPICAL 3RD FLOOR CONSTRUCTION WHITE CEDAR SHINGLESHIDDEN GROUND O FINISHED FLOOR ON #15 1/2" PLYWOOD SHEATHING UNDERLAYMENT 0. 3/4" PLYWOOD SUB FLOOR 9 1/2"X 1 1/8"BC RIM 9 1/21 AJS 20 FLOOR SYSTEM AC BOARD(CONTINUOUS) R-19 BATT INSULATION 1/2° GYPSUM WALLBOARD z RAKE DETAIL 3 EAVE DETAIL ON IX3 STRAPPING D1.1 31. — 11-0" DI.I 3" TYPICAL 2ND FLOOR CONSTRUCTION V FINISHED FLOOR ON #15 _ 4X4 DECK POSTS z UNDERLAYMENTVA� F 3/4" PLYWOOD SUB FLOOR -1N 2X4 CEDAR DECK RAILING 9 1/2"X 1 1/8"BC RIM 9 1/2" AJS 20 FLOOR SYSTEM � cV O BOARD(CONTINUOUS) R-19 BATT INSULATION TIE SEAMS TOGETHER _1 _) IX4 MOHAGANY DECKING C m A77!ii1/2' GYPSUM WALLBOARD O A. ON IX3 STRAPPING — I� DISTANCE FROM INTERIOR _ r N SUB-FLOOR TO FINISHED DECK TYPICAL IST FLOOR CONSTRUCTION �0 FINISHED FLOOR ON #15 _1 AJS 20'S @ II 7/8" DRAIN WATER DIRECTLY UNDERLAYMENT — @ 12" O.C. (CLEAR SPAN) TO GUTTERS 3/4" PLYWOOD SUB FLOOR 9 1/2"X 1 1/8"BC RIM 9 112" AJS 20 FLOOR SYSTEM P.T. 2X SLEEPERS TAPER BOARD(CONTINUOUS) R-19 BATT INSULATION 1/8" PER FOOT TYPICAL SILL P.T. 2X SLEEPERS TAPER 2X6 P.T. SILL PLATE (EXCEPT WHERE NOTED) 1/8" PER FOOT 1/2" SILL SEAL I/2° ANCHOR BOLT, 11" LONG EVERY 48" O.C. MAX. 2" RIGID INSULATION h I I/2" X °2 X 3/4" P.T. BLOCKING SANDED O W/ SMOOTHED CORNERS ATTACHED TO WATERPROOFING TYPICAL FOUNDATION WALL O BOTTOM OF SLEEPERS AND FIXED TO h� MEMBRANE OR I� FOUNDATION WALL: _1 COATING REFER TO FOUNDATION SPECS. SHEET SI.1 I__ MEMBRANE W/ RBP ROOFING SYSTEM LAP SEALANT LST-I 3/4" PLYWOOD DECKING FOR ^w RUBBER MEMBRANE TO REST ON Iw�l 4" CONCRETE SLAB REINFORCED W/ WELDED CONTINUOUS RUBBER MEMBRANE GRAVEL FILL WIRE MESH, AND POURED OVER A 4" GRAVEL TURN UP WALLS MINIMUM 18" / BASE ON 6 MIL. LAPPED POLYETHYLENE AJS 20'S @ 9 1/2" ATTACH MEMBRANE W/ RBP ROOFING °x MOISTURE BARRIER ON STRUCTURALLY @ 16" O.C. SYSTEM LAP SEALANT LST-1 — M d FILTER FABRIC o s — COMPACTED OR UNDISTURBED SOIL OVER 4° DRAIN d FOUNDATION FOOTING: q y REFER TO FOUNDATION SPECS. SHEET SI.I DATE: 5/9/06 i TYPICAL WALL SECTION 4, WATERPROOF DECK DETAIL 3/4" = l'-O" D1 .1 OWNER/APPLICANT not been retained to construct or supervise construction of the system.Hayes Engineering,Inc.has been retained to fumish a septic system design plan to the client but has THER Yr/E?L E ARE NO 4NDS l�/!TH/N 100 FEET OF EA PROPOSED LEACH FIELD. $RiAN MOLINSKI to view of same,no guarantee or warranty,express or implied,is made to the client or to the ultimate 75 LONGBOAT ROAD FIN/SH user relative to an CENTERVILLE, MA. GRADE y system installed pursuant to the plan. ,- LOT LINE WHEN EXTENDED TO 2z M/N. SLOPE 21t'MJN SLOPE p C) / CERTIfY THAT ON NOV 1994, / HAW PASSED THE SOIL f VALVATOR EXAMINATION Hayes does represent that the plan meets the requirements of the State Code,Title 5,except where a THE AWOINER CALL OF UftWO variances are noted. APPROVED BY THE DEPARTMENT OF ENI//RONMENTAL PROTECTION AND THAT THE ABODE ANALYSIS 2 °F 1/6--1/2' PE° P. 4O � CLUB` AS DESCRIBED G THE P#1 1251 �' '` �°VC Jr� 1. THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR HORIZONTAL AND VERTICAL � 0 WAS PERFORMED BY ME CONSISTENT WITH THE REOU/RED TRAINING; EXPERT/SE AND EXPERIENCE DEED AT BOO,�f pyt96 P,9GE 153 }, / GbitR CONTROL OF ALL SYSTEM COMPONENTS. g _ 5 2. THIS PLAN IS TO SHOW THE DESIGN OF THE SUBSURFACE SEWAGE DISPOSAL SYSTEM DESCRIBED IN 310 CUR 15.-017 x K4T1,4<Ltt_�,, ONLY.THE SYSTEM IS DESIGNED FOR FLOWS ESTIMATED UNDER DESIGN CRITERIA. a � SOYL 2.�. 3. SYSTEM IS DESIGNED ONLY TOACCOMMODATE SANITARY SEWAGE ASSOCIATED WITH ,✓I 16;38 .0 -C - NORMAL DOMESTI�tdSAG�N CONSISTING OF WATER-CARRIED PUTRESCIBLE WASTE. O 4. THE SYSTEM IS NOT D ! RED FOR GARBAGE GRINDERS. f NO126a5V -T- DOMME W'�®'SSE 5. THE SYSTEM SHALL BE VENTED THROUGH BUILDING PLUMBING AS REQUIRED BY BUILDING CL r- SIGNATURE� . DATE h.. ExcayAne�v stcc 2 2 CODE. 8. PROPERTY LINES AND BUILDING LOCATIONS ARE GRAPHIC ONLY,PROPERTY LINES NOT Op N?©TN WD� HAVING BEEN VERIFIED,NO REPRESENTATION AS TO THE ACCURACY OR CERTIFICATION OF CU Lt�i'yL/ s /�H THOSE SHOWN IS IMPLIED OR INTENDED. ENC DETAIL 7. APPLICABLE ZONING REGULATIONS SHALL BE CONFIRMED BY THE OWNER PRIOR TO Q, l4 tb (Nor TO-SCALE) CONSTRUCTION. 10 8. THE PLAN SHOWS ONLY THOSE FEATURES THAT WERE VISUALLY APPARENT ON THE DATE o o ..: Q V „ 2'5" -- „ OF TOPOGRAPHY AND THE ABSENCE OF SUBSURFACE STRUCTURES,UTILITIES,ETC.DOES NOT c`v NCI v .� (Ji �` ; �.--2 -5 �""`� i MEAN THAT THEY DO NOT EXIST. p Q W�I X 100.& r N r" '- -i t6) 4'D �'UlLE7S (1) 4' 9. THE INSTALLER OF THIS SYSTEM MUST BE LICENSED BY THE LOCAL BOARD OF HEALTH. .0) O ..� i ry PLAS17C PIPE SEAL _ _ _ D/AA/ 10. THERE ARE NO EXISTING WELLS WITHIN 100 FEEL OF THE PROPOSED SEWAGE DISPOSAL C`5 1 /('1j �� !Oj INLET SYSTEM,TO THE BEST OF OUR KNOWLEDGE. co _ W I I >J� "� p 11. DISPOSAL SYSTEM AREAS ARE TO BE RAKED(SCARIFIED)BEFORE INSTALLATION OF STONE. ' _ j_0 `` ALL STONES EXCEEDING 2 INCHES IN DIAMETER AND ALL FOREIGN MATERIAL ENCOUNTERED � `_`-� O 10 :!. DURING EXCAVATION ARE TO BE REMOVED FROM THE LEACHING AREA BED SURFACE, Goss r S .� '.) 12. FINISHED SURFACE OF THE LEACHING AREA SHALL BE GRADED TO ASSURE WATER RUNOFF v 5P y 4 a 2' (2%MINIMUM SLOPE). �. 9 1/2 O.C. �- o Aij9 13. ALL DISTURBED AREAS TO BE LOAMED,SEEDED,AND MAINTAINED TO PREVENT EROSION. 0 Q w t 1199-asx/sT ' CL PLAN V/EW SECTION KEW 14. THE SEPTIC TANK SHALL BE PERIODICALLY INSPECTED AND MAINTAINED AND SHOULD BE rjy '� N vPUMPED WHEN SLUDGE IN THE BOTTOM EXCEEDS 1/4 OF THE DEPTH. {�NOTE.• SHEA 8-•8D8 SNOW,, A/V EDUNALOff MAY 8E S!!Ei~4TlTU7EA 15. ALTERNATE MANUFACTURERS FOR CONCRETE STRUCTURES AND EQUIPMENT SHOWN ON 6'C7 PREC4ST asm18d/l av pox THESE PLANS MAY BE USED UPON THE WRITTEN APPROVAL OF THE DESIGN ENGINEER. d f1�'l7W,y4 Q SHED , •�-qEs, 8 OG1 ET STANLWD ALTERNATE MANUFACTURERS WILL NOT BE USED IF THE USE OF THEIR EQUIPMENT REQUIRES � � q 0) '1- (Nor 70 SCALE-) DESIGN CHANGES. N 6 cc 100. 16. IF ANY PART OF THIS DESIGN IS TO BE ALTERED IN ANY WAY,THE DESIGN ENGINEER AS 65 Q) ` 4 .4 SEPTIC TANK MONOLITHIC WELL AS THE APPROVING AUTHORITIES SHALL BE NOTIFIED IN WRITING BEFORE 000 x 100.0 1500 GALLON TANK CONSTRUCTION. tp 10.7 17. ALL WORK IS TO COMPLY WITH THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION STATE SANITARY CODE,TITLE 5 AND ANY -- --- - ---- - LOCAL BOARD OF HEALTH SUPPLEMENTARY REGULATIONS. ttij r° tq �O _____ I_s= __ __ ___ ___________ 18. THE LOCAL BOARD OF HEALTH AGENT WILL CONDUCT PERIODIC INSPECTIONS AS NEEDED. � a y ® 4 X 100.1 ;, 20 L>!A GIEANOUT Co" ,; 19. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO BE EXPLANATORY OF THE WORK TO co q t0 ";PLACES ; BE DONE AND OF EACH OTHER,BUT SHOULD ANY OMISSION,ERRORS,OR DISCREPANCIES d .5 t �, + APPEAR,THEY SHALL BE SUBJECT TO CORRECTION AND INTERPRETATION BY THE DESIGN Lt! _ CV h, GINEER THERE13Y CONTRACTOR DEFINING TO NOTIFY ENGENGINEER OF ANY SITE COND TION DIF ERING FROM THOSE (D N 20. E".�"/ aW ROPOSEP WATER , ; ` r I INDICATED. ), - , 21. ALL WORK AND MATERIALS SHALL CONFORM TO THE APPLICABLE SECTIONS OF TITLE 5 OF :` a) CC)'- oU SERW/CE 9 ); THE STATE ENVIRONMENTAL CODE. co t,4 , ' 22. DESIGNER TO SUBMIT AN AS-BUILT PLAN OF SYSTEM WITHIN TWO WEEKS FROM FINAL - ` (D ` ` >' X i INSPECTION. INSP TF.=101.0 �' 23. G CONTRACTOR TO CHECK BETWEEN BENCHMARKS SHOWN ON THIS PLAN. U �_I J LPL 1oQ.7 - --_--__-" i� 4.8 3 y. S PLAN VIEW T.F.=101.0 � 279 (� h ' 16.3' _,.- x 100 4' TOP ('6"H-20) PIASTTC191111111� ` 4 14 EX/SANG GRADE �iz� ( PIPE SEAL 3' dz4.� PIPE s9.s o N o n y I '�'�PROPOSED INLET ----------- 0U7M7 c s, Z ;� n1 ; 1500 GALLON _ ---------- ------------ Y t` �s 1 e (1 , i T-2 �P 2 x 100.1 � 1oo.sSEPTIC TANK LlOulD Lim� MATERIAL NOTES: Uj BOTTOM of SUBSOILPR 1P05E0 J_ 5=8' LEACH BEDDING: u) -- - - - - ,,.... ..,.,. .-.. .-... ,._._ _- ._ __ _ _ 2 I'YX45 � PROPOSED A. GLEAN DOUBLE WASHED STONE SHALL BE FREE OF IRONS, LEACH TRENCHES DIST. BOX `� G4S B4FrXE FINES,DUST AND ORGANIC MATTER AS LAID. _ - I t7LTER B. BOTTOM STONE IN LEACH BED SHALL BE 3/4,TO 1-1/2" DOUBLE WASHED STONE AS INDICATED IN NOTE"A.°ABOVE. AWPOS"ir � "� C. TOP STONE IN LEACH BED SHALL BE 1/8 TO 1/2' WOE 100.1 DOUBLE WASHED PEASTONE AS INDICATED IN NOTE A'ABOVE. 5:1 7 ' 100.1 2'r4PER SECAON VIEW 6"L.W6G ''w STONE O o0.1 ,1 NOW. x 0.0 CONSTRUCTION NOTES: •` e , i '`�• t 1. Gi'1NCRETE.• 4,OW PS/'Al/N11{/Udl AFTER 29 LbQYS: EXCAVATE ALL TOPSOIL,SUBSOIL,AND ANY OTHER UNSUITABLE`MATERIAL WITHIN THE Ll 998 _ - --- - -�k 99.9 2. OE;S�fGW CONFOAW JWflH,310 CMR 15.A0 DEP nnE 5 REGS A9-"'"- OF EXCAVATION AND REPLACE TO TOP OF PEASTONE ELEVATION WITH SELECT ON-STY; EWZ*OF PAVEMENT Y ALL RE/NFOR0FM£NF PER AS 7W C1227-9.9E IMPORTED SOIL MATERIAL,CONSISTING OF CLEAN GRANULAR SAND,FREE FROM ORGA, PROPOSED WATER s1FRT.E PALL i'1f•'.'MW FOR 7ii't7 ^Mw%F2z*,,LW r4NAS MATTER AND DELETERIOUS SUBSTANCES. 807TOM OF'TRENCHES LEVEL ® EL. = 95.0 RVlCE 4. TEES AND CAS B4611W SOLD SEPAR4712Y. BENCH MARK 6. ALSO A AILAETLE hV 20 L� BUTYL RESIN, FILL MATERIAL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN TWO(2)INCHES. THE FILL C.F.=93.5f TOP OF STONE BOUND �RKER , 7 TANK 71? 8E 5ET UPI7N 6"OF 3/4"TOI'll 1-1/2"CRY/SF/ED STONE. MATERIAL SHALL COMPLY WITH TITLE 5,STATE ENVIRONMENTAL'--ODE 310 CMR 15.255(3)AS ELEV=100.00 REVISED. REPLACEMENT MATERIAL TO BE ESTED BY BOARD OF HEALTH AGENT OR DESIGN ENGINEER. DESIGN ENGINEER TO VERIFY BOTTOM OF TRENCH ELEVATION PRIOR TO DATUM: ASSUMED DESIGN DATA. SOIL LOGS.. INSTALLING STONE. DESIGN ENGINEER TO INSPECT TOPSOIL AND SUBSOIL REMOVAL. DESIGN ENGINEER TO INSPECT EXCAVATION WITH FILL IN PLACE. DESIGN ENGINEER TO INSPECT AND NUMBER OF SEDROOUS.- 3 DATE OF TESTS:- MARCH 14, CERTIFY THE AS-BUILT INFORMATION_CONTRACTOR TO SUPPLY TO THE TOWN A CURRENT DESIGN FLOW110 G.P.D. 1 B.R 2006 SIEVE TEST ANALYSES REPORT AT THEIR OWN EXPENSE IF REQUIRED. ii�"LL.v SECTION A--A �._ RAILY FLOW3�'110=_TJ0 G.P.D. 1"=10' (HOR) BENCHMARK SEPTIC TANK REQ11/RE0• 1500 GAL. tc Z (D 1"=2' (VERT) SEPTIC TANK LISE-0• 1500 GAL.(MONO) LEGEND OF SYMBOLS & ABBREVIATIONS TOP OF 'TACK'iN PVMT .V_ LEACH AREA REQUIRED.• to [L � BASE ELEV.=90.0 ELEV=99.88 PRESENT AT TESTS- _�, DATUM: ASSUMED CLASS f SOILS LTAR=0..74 GPD/S.F 125.2 x --Exrs�rNG sPor ELE►�AnONs TEsr HOLE -+-- SOIL EVAL IJATOR• GOROON ROGERSON q-I 330 GPD/.74 GPD/SF=446 S.F. 20--00nNG COAWLIRS' BOARD OF HEAL TH.• DONALQ DESMAR/S LEACH AREA USED.• ??? S.F. ;i 25xq► -PROPoSED sPor ELEYA770NS � ----PERL^ TEs7' E •'"�� NO GARBAGE DISPOSALS ALLOWED -- ----PROPOSED CONTOURS --DRAIN A64NHOLE C_ 11 LEACHING AREA CALCULATIONS• --W--- PROPOSED WATER SUPPLY LINE CATCH 84SIN � (.,,/J y BOTTOM.• 2'WX45'L=90 S.F. PERCOLATION RATE PI. .>2 min/in. 0 50'DN � f n SEPnC TANK (WATERnGHr CONSTRUCTION) SIDES. 2X1.5VW52=135 S.F. P0 >4 min/n, 9 46"DN BENCHMARK REFERENCE (2ATUM • TOP OF STONE BOUND �./1 (f� 0 TOP OF rANK= Borro,� OF TANK TRENCH AREA=225 S.F. ELEV=100.00 4»INV /N=98.00 TOTAL AREA PROVIDED DATUM: ASSUMED (D (� '� (o." 4 /NV Our 9775 TOP OF TACK IN PVMT -_-- EXTEND ACCESS COVER(S) 2 TRENCHES X 225 S.F./TRENCH=450 S.F. ELEV=gg,gg T � L TO #77HIN 6' OF FIN/SH GR40C T.F.=101.0 9-MINIMUM/36",1�1,4X/MUM OF COVER ALLOWED DATUM: ASSUMED I _ _ SOIL LOGS ea s� -4-1 (D T- REDOX/MORPHIC QaQ Gi �16ay�a t13 ----fX/SANG GRADE DEPTH HORIZON T£X7"URE COLOR FEATURES STR1ACMRE CONSIST. ._.._ ....-.. _„a -.-•- --D/�STR%BUT%Ohs BOX` ..._ ._... �_ �_.. ._.... ,.,,.. ._.... .... .M_... .-.. - ._.. .._....-. ..�. .�._ .-... .,_. ....,. .� .._ ._. ...._, .-.. w.....4... _....._.. 4"INV, OZIT 97. TESTHOLE. T-1 CC 4 /IW. OUT--97.47 wlt O7" A fs/ 10YR 3/3 _ 9r ELE�/��ION=&9.7 0 FIRST 2' OF PW TO 8E LEVEL 07-17" 8w /s 10YR 6/6 - m mvfr -4 ��. , a - _ _ . BREAKOUT ELEVATION ® 97.,76 OTTOM OF SUBSOIL 17=5�5' C1 s 2.5Y 6/6 - s9 miry• W.Bay Rd � L 1n..�. YC S 20 PVC 4 PVC _ _- _ - _ - - _ _ _ _ 55'-120" f,2 fs 2.5Y 6/,3 - m mvfr 0 VJ 8' OF " 4 0 -Ir--� -� BREAKOUT£L£VAAON ® 97. - NO REF!/SAL; NO STAAC WATER NO WEEP/NG ._.. TEES SCH 40 S=1.OR' 2'OF 1 8" TO 1 2'DOUBLE WASHED PEASTONE }- 5� /NV=98.25 15• ESAMATED SE4SOAML HIGH WATER TABLE DOWN GREATER MW 120"AT ELEVAAON=897' 4'PERFOR47ED PVC SCH4D SLOPE=0.5�' Q PROP i M TESTHOLE.• T-2 ELEVAT/ON=99.6' C.AS INK=97.26 00"-06' 8 fs/ 10YR 516 _ gr mfr LOCUS n �f-a- 6 CRUSHED-- /AV=97.00 O6-68" of /s 1OYR 5/6 - M mvfr 1st Ave r"/"� STONE 24-66' C1 s 25Y 6/6 - sg mvfr 1: [ & FILTER 66-122" C2 fs 25Y 6/3 In mvfr tl� co 3/4" IrJ 2'LUBLE WASHED STONE NO REFUSAL; NO STAAC WATER,• NO WEEPING L 90770M OF TRENCHES LEVEL 0 EL. = 95.0 J ESTIAL4TE0 SEASONAL HIGH WATER TABLE.DOWN GREATER THAN 122'Ar ELEVAAON=89.4 2 nd Rve 1500 ir9L - -45' DESCRIPTION OF HORIZONS _ SEPTIC C.F,=93,5`t 9 g vdrm ems/ �Q my coarse said -mm loam mawawfL uy sail camw sand -cos gmyd y/van V/ nonstkty -wso /bow -m1 /00" -d1 3 rd Ave sand -s srVy bom _'& MW*l sb' -ow ►,9.y Mao& -Mwr sort -ds - 6' CRUSHED STONE TESTHOLE.• T-1 p"` 4?A& -b ' � WW �te _"� told hid _dh � Sad -,* sm,�, � �' 53, /0-y ow"M&wd -/Cos cby ban -cd & --wpa my A- MOY wary had -d,* /do ry sand -is &W chy,roam aid -"� Asm-meN axbamdy hard .ofo/i kwmy tie sand -rs sandy cby loam -sn1 -01P P LAN SYSTEM PROFILE savoy lawn -sl stag�� � " ' -» *,�� -f$/ �a -� 1"=10' (HOR) �AV�Y bon-Ws/ aay -c i"=2' (VERY) F&M or 7,ipir -a PA* R1 Aknabww BASE ELEV.=90.0 for -f (0-zv *int -r ff"&nta 2 Qo comma,-o (2-" divot -d P 0 F1 LE st w J U 0' _M may -m (2a--1"x Pit P •qo ESRAMMO SEASONAL HIGH WATER £LEYAAON=89.7' My ram, -11f sins r -W tW -1 ivrmm -r 9A--dz' -Ir madiiun 2 '�� -m I-* -So Comm -' VICINITY MAP -' SCALE: 1"=???' 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