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HomeMy WebLinkAbout0215 NORTH BAY ROAD - Health U5 NORTH BAY RfOOSTERVILLE k= 072 009 o .1 h 0 o u S .Z5� � COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS . DEPARTMENT OF ENVIRONMENTAL PROTECTION -SAPO1 PARCEL. O 4 LOT TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 215 North Bay Road Osterville..MA 02655 Owner's Name: Adam Oates Owner's Address: Date of Inspection: November 4, 2004 PM CEIV ED Name of Inspector: (Please Print) James M.Ford NOS 1 0 ZOO4 Company Name: James M.Ford Mailing Address: P.O.Box 49 TOWN pF BARNS TABLE Osterville,MA 02655-0049 HEALTH DEPT. Telephone Number: (508)862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: November 8. 2004 The system inspector shall subm' 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 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 215 North Bay Road Osterville, MA Owner: Adorn Oates Date of Inspection: November 4, 2004 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: t 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 215 North Bay Road Osterville, MA Owner: Adam Oates Date of Inspection: November 4. 2004 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 Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 215 North Bay Road Osterville, MA Owner: Adam Oates Date of Inspection: November 4, 2004 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 1/2day 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 e OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 215 North Bav Road Osterville, MA Owner: Adam Oates Date of Inspection: November 4. 2004 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: 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 I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 215 North Bay Road Osterville, MA Owner: Adam Oates Date of Inspection: November 4, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 Number of current residents: 0 Does residence have a garbage grinder(yes or no): n1a 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): Yes Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL 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: Unavailable Was system pumped as part of the inspection(yes or no): 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) 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 916100-ner 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: 215 North Be Road Osterville, kM Owner: Adam Oates Date of Inspection: November 4, 2004 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: 20" 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: 1500 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: ` 30" Scum thickness: 3" 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: 12" 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.): Tees were present. The liquid level was even with the outlet invert. There did not appear to be anv signs of leakage 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: i 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: 215 North Bav Road _Osterville. MA Owner: Adam Oates Date of Inspection: November 4. 2004 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: gallons Design Flow: gallons/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 level. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): i 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: __215 North Bay Road Osterville, MA Owner: Adam Oates Date of Inspection: November 4, 2004 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: ✓ leaching chambers,number: 6 infiltrators-39'x 10.3'(per as built card) 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 infiltrators were dry. No scum line was present.- There did not appear to be any signs of failure 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 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 215 North Bay Road Osterville, MA Owner: Adam Oates Date of Inspection: November 4, 2004 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. e Ci ` (3At)� GA(A f, a O O a y 13o 31 3 � a 3� C 3 a� 10 . Y . Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 215 North Bay Road Osterville, MA Owner: Adam Oates Date of Inspection: November 4, 2004 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 25 +/- 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 mans, the mans were showing gpproximately 25'+/-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 , y TOWN OF BARNSTABLE A LOCATION �I 1%2A �Ay Rc'. SEWAGE # 01OM VILLAGE STt��' ASSESSOR'S MAP & LOT 00 Q) INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY P S60 LEACHING FACILITY: (type) rA�0'1 (size) ?9 x /Oi 3 i NO.OF BEDROOMS BUILDER OR OWNER A , PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 'L rISPCAi FD/� r OD n TOWN OfiBARNSTABLE OP LOCtt ry.T10N Ao.21201 06 SEWAGE # VILLAGEQJ!def� 66,40 0/51M Ll a ASSESSOR'S MAP & LOT® �O® INSTALLER'S NAME&PHONE NO. n,7it to ava ejj&_ CSEPTIC TANK CAPACITY LEACHING FACILITY: (size) 7 , l a> ,R ,�NO.OF BEDROOMS r , BUILDER OR OWNE 1-9 Mx 0—,q- PERMrrDATE: COMPLIANCE DATE: '" ZIP Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site.or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �g15 j 9 Fee��✓ moo• r a... THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Dtgozar *patent Construction Permit Application for a Permit to Constrict( )Repair(Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Buildi No.of Persons Showers( ) Cafete 'a( Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. ✓4�' Plan Date Nuni sheets Revision Date Title Size of Septic Tank Type of/S.A.S. Description of Soil: �- f / f• 2Y.14 Nature of epairs or Alterations(Answer when applicable) J Dat a nspected: 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 ertifi- cate of Compliance has been issued�thiB �d oMealth. c�.SigneU`� Date/ v Application Approved by Date Application Disapproved for the following reaso Permit No. Date Issued 00 Fy f Entered in computer: ti THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppiication for jBi.5p/o5al *p!5tem Construction Permit Application for a Permit to Construct( )Repair.( y)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. A 2, �� Owner's Name,`Address and Tel.No. Assessor's Map/Parcel OS�G2 ' Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �ejO/")A Type of Building: i Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Buildi No.of Persons Showers( ) Cafeterr, ( f Other Fixtures 1 n (' r i Design Flow - gallons per day. Calculated daily flow gallons. Plan Date Number/jf sheets Revision Date Title 11 —� �i Size of Septic Tank Type of S.A.S. A 'Description of Soda lur r� /� t _ 0 C ,/A i R 60 Nature of Repairs or Alterations(Answer when applicable) Y J j vV J Date�la VI) spected: r L " ` � � r 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 Certifi- cate of Compliance has been issued this B �d• ealth. Signe �� '` Date ^i Application Approved by ;2 / Date Application Disapproved for the following reaso 4 Permit No. Date Issued", --------------------------------------- THE COMMONWEALTH OF�MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER , that the On-Site Se a e Disposal Sy tem Consuct d(� )Repaired( �Up raded( ) Abandoned( by '� at has bea-constructed in accordance with the provis ns of Title 5 and the for Disptl System C� struction Permit No. dated Installer 7r,0.41f ',.rR i�i. Designer , The issuance of pe t all not be construed as a guarantee that the to i�lll fujct'on as d�'gned. Date Inspector G��f�� G —`7���� ----------------------- No. Fee _ THE COMMONWEALTH OF MASSACHUSETTS r PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogal *p!gtem Construction Permit Permission is hereby granted to Construct( )Re ( )Upgrade(Abandon( T) System located at s and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this it. Date: �'' GC Approved b TOWN OF BARNSTABLE LOCATION 5 SEWAGE # VILLAGE�u�- ��� / �. G�.�ML �l e ASSESSOR'S MAP & LOTO ^W i. INSTALLER'S NAME&PHONE NO. / V SEPTIC TANK CAPACITY LEACHING FACILITY: (type)In- 17 _ — (size) NO. OF BEDROOMS BUILDER OR OWNE ' PERMITDATE: COMPLIANCE Separation Distance Between the: Maximum Adjusted Groundwater:Table to the Bottom of Leaching Facility Pri-vale Water Supply Well and LeachingFeet Facility (If any wells exist on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(B any wetlands east Feet within 300 feef�of leaching facility) f Furnished bytill Feet fv I j TOWN OF BARNSTABLE iOGP.TIvN SEWAGEwd # VILLAGE SSESSOR'S Ma &LoO 7c M Y 2,INSTALLER'S NAME&PHONE NO. `'`'SEPTIC TANK CAPACITY LEACHING FACILrff pe) (size) OF BEDROOMS BUILDER OR OWNERL/ �0 � W PERMI'DATE: COMPLIANCE DATE:—17 Separation Distance Between the: Maximuri Adjusted Groundwater Table to the Bottom of Facilii:y -Fekt Private Water Supply Well and Leaching Facility (If any.wels exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wedands exist within 300 feet of leaching facility) _ Feet ' Furnished by >• `5,,:; ip ��,nd --.-,., ''`�. i �; I .t , '" �1.....6i�' s, -� ,W 3 +' � t _ '.f. ,,, t �. o No.��— �� Fee THE COMMON AL H OF MASSACHUSETTS Entered in computer: . s BLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0 01pplicatiou for Mi5pool *pgtem Conotruction Permit App cation for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) KComplete System ❑Individual Components Location Add or N ' 0 Owner's Name,Address and Tel No. Assessor's Map arcel Za�vb Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. T � s Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 15 0""®�� A 6 ttiJ Type of S.A.S. t �Cb. C Description of Soil Yam- alai S Nature of Repairs orNterations(Answer when applicable) �\ t sr ��ti io,r S � 1 c�c� a��► 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 E ' ental Code and not to the system in operation until a Certifi- cate of Compliance has bee sued b�ys e th. Signed Date 7 8-25 Application Approved by Date -7- - Cl Application Disapproved for the Yollowing reasons Permit No. Date Issued Ilk 4 a No. ,�.. Fee Q �> THE COMMON AL H OF MASSACHUSETTS Entered in computer: s OC9 BLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS C 0Zf#prication for Miopozal *pztem ongtruction Permit App )Repair( )Upgrade( )Abandon( ) Womplete System O Individual Components Location Add or L No../. 0 Owner's N/ame,,Address and Tel.No(., / Assessor's Map 'az�o/�'// , a -vC. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 17 W�t e'✓ rC.1�`rt c.r_.uLA S Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures U Design Flow j ( gallons per day. Calculated daily flow kA gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 1 04 to• )V%, ^ Type of S.A.S. Description of Soil ' Nature of Repairs or A terations(Answer when applicable) 1562:)'C)01` u-1 stv_\ C1 Oe c-a ��L—' c-(� 14 t S�C�r� O tom/ { Date last inspected: Agreement: ro'" 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 E ental Code and not to the system in operation until a Certifc- Cate of Compliance has be cnssued byDt I"is'1� ea th. Signed Date 7- 6 -95 Application Approved by Date '7 - C1i` Application Disapproved for the Yollowi4reasons Percent No. d Date Issued r �l . k• THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Complianc�fr THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )l aired( )Upgraded Abandoned( )by — — .- at b S` E has- eeri'eonstfmcted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit, not e o trued as a guarantee that the s t will function as des�ned. Date Inspector --------------------------------------- No. ` / �°� /Q Fee _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mizpogaf *potem Con.5truction Permit Permission is hereby granted to Construct( )Repair( Upgrade( andon( ) System located at o lib and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: `7 - - �cl Approved by !.. T-�, 1/6/" NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS) p' hereby certify that the application for disposal works construction permit signed by me dated 7-9`Cn , concerning the property located at 14 101AI meetsyall of the following criteria: • The failed system is connected to a residential dwelling only. There are no commercial or business associated with the dwelling. The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. Th are no wetlands within 100 feet of the proposed septic system There are no private wells within 150 feet of the proposed septic system h ere is no increase in flow and/or change in use proposed ;�There are no variances requested or needed The bottom of the proposed leaching facility will not be located less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor thod when applicable] • If the S.A.S.will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will not be located less than fourteen(14) feet above the maximum adjusted. groundwater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using GIS information) ��r B) G.W.Elevation !�10 +the MAX. High G.W. Adjustment l f = , DIFFERENCE BETWEEN A and B SIGNED : DATE: (Sketch proposed plan of system on back). q:.heslth.folder.cert r-- �p��=( � �; O d O �--- t � t . c FOUNDATION GENERAL NOTES, v p C -CONCRETE FR05T WALLS TO BE 114 NICK TYPICAL TES . ON 24'XI2'NNLESS NOTED/LONTIN.g1" ELEVATION NO o LONG.FASTING W KEY(HEIGHT OF WALL I ______ ____.-. ROOFING: RED CEDAR ROOF SHINGLES w MINF ROM F N ON GRACE B�Ottq� FOOTING) ON ICE T YYATER MEMBRANE p MI.S REBAR Ai TOP ONLY. _ RED CEDAR SHINGLE RIDGE VENT,TO MATCH HOVSE O -SLAB TO BE 4'CONCRETE(3000 P511 1 SIDING: WHITE CEDAR SHINXES W WFeI 6X6 WI.aXW14 ARE 2:12 �,a WIN WEAVED CORNERS, • ~ N MESH ON 6 MIL.VAPOR BARRIER ,y�r/p�/�/t/Ji/� A OVER 6'PELLTiRADE0 GRAVEL F S �� ✓M V �'Ems.•/-J 91 L � COMPACTED TO 15%MAX.DRY DEN51T'f ; • { i � WINDOW CASING: IX$JAMBAEAD CASING .� 2SILL TO V 1 O t }2 2 -r G-2 W5/B%I2&ALVANIZDTSTEEL LANCHOR BOLTS `1 W2%SILL C U t -�- ---- ---- ---- - 0 32.oz.MIN ANp 12'FROM(gR1ER5; - / 'may DOOR GAS(NI IX5 JAMBMEAD LASING BOLTS SHALL ENGPGE P1L PLATES AND BE ..: .: .. r Fn TENED W 3'X3'XI/4'PLATE WAS ER5. L. - .. SHALL BE A MIN.OF 2 BOLTS PER SILL: RAKES: A - ML IX LAP M m ____ _________ _____ ____. ... AA5NER T054T ON UPPER SILL. NI GROWN OUW - N2'CONLREtE YIALL r r /- *` x - A2-52 C�M�ING 4J ON 24'X 12'LONG. / �,1 r -_____ ----- ON I%S1B-RAKE ON IX BLOCKING FOOTING W KEY r . ANwir�ONir�E t n iJL '------- I i.---- Vol �UUd'� I MMWLLss SAVE: AZM-4 CROWN NI W IX LAPON IX F � s (2)]X6 P.T.51LL W /--SLAB ON GRADE TO BE I' r � 1,VENTRBY Cbn-A-wuT:SOFFIT'� _ E SO X Ib'ANCHOR / CONCRETE(.'.ILVi Pso ON - ._. ._: AZM-52 GROWN MILD6,I N O BOLTS a 32'OL.r `/ Ix FRIEZE ON IX BLOCKING p _4.+ 12'FROM GORIER$ b MIL.VAPOR BARRIER OVER U 6'WELL-GRADED GRAVEL TYPICAL;MIN.(2) MPDENSITY i0 15%MA%. ORY 5 BOLTS PER SILL ; r Y r r r EDGE OF HABOVE D SLAG - MAINTAIN 4'-0' IN. " AT GALLS ABOVE - r r r FROM GRADE TO r ' r BOTTOM OF FOOTING— r _______________________ __ r r . . o ROOF PLAN - '----I___ ___ ____ _ 5GALE: 1/4" I'-O' - -- --- - --- - -' A DROP i0P OF FNON WALL TO CUSTOM CUPOLA 1^ CONCRETE FNLL LEVEL OF FINISHED STONE PATIO AT AT FROM ONLY ® E to - 12 V PVL PERGOLA ^ .~ .. A:, a - 10'OIA GONG.TUBE - . _ \ SLICING BARN D 5 12'ROUND TAPERED' N-GROOVE CEOARI WIN FERMACA5T CA u s r ROLLING BARN DOOR BY HBrb W(qNT WC.SHINGLES WPEAVED CORNERS, _ r HARDWARE/TRALK ABOVE 6X P.T.POST - TO WEAVE HOUSEm m r r a) '1 FOUNDATI ON PLAN 5C,A LEr 1/4' I'-O' - - Y • GENERAL PLAN NOTES ALL EM YLALL5 TO BE 2X65 0 16' OL NSLE55 NOTED OTNERWISEJ r . - 3'-5/2' ALL INT.WALL5 TO BE 2X45 0(b' OL.MUSS NOTED OTHERWISE) HINDI TO BE FELLA'ARCHITECT 5ERIE5'(REFER TO ELEVATIONS - • _ - FOR GRILLE PATTERVS) - _ r r rni r r � r r FRENCH CGVR TO BE PELLA'ARCHITECT r r SERIES'(REFER TO ELEVSJ amp .________________..;_________-_-___________________-_. -- - e me ______________________________Iy9ua 1r EVA�iEo FDRwlNcrn YV E'5 T. E L E V A T I O N 5 0 U T H E L E V A T I O N a q� 5GALE: 1/4' 1'-0' - .Lmg3W-�S '2� 2 - _ o-T 5<-sn 5TR2aeT 1. -VESTJ BATH/. P ® CUSTOM CUPOLA LNDRY. J s Irz• w s yr - - - _ w / 0 to .:2-IO I/4 X b-8 5/B N. 0_ RO (MWTINS:SIN X 51U SEAT N _ m �13 FVC PERGOLA O (u 2 `J \j }� OJ ----------------- --T.V.-ABOVE Q ` 10'A' 06 BARN DOORS •4 \ c=N O 2 .. j ONm E Z= m r -�Y�• 12'RXD TAPERE D M �m N d Ir d WC.SHINGLES W PERMACAST COL. BY HE'S W WK. LA ^' UI tl1 WE MATCH HOUSE O PVC PERGO ABOVE _____ _ ______ 6X6 P.T.POST ___ Q _ S. WE D CORNERS, - l Y EL T.Lf`AB________ aPF�F=CAB__ fob no.: I235 Y 12'ROUND TAfRED n - 'PERMA-WRAP COLS - W NSLAN LAP BASE - - (late - MI HBIG/1LFNKEY 2 OCTOBER 2:013 MILLWORK 1 6 E P.T. r :. r r r rr r r r ii r I. rr rr rr rr rr rr rr rr rr r r r r r r r r r r r scale AS NOTED • POST DOWN IN CENTER rr rr rr rr rr rr rr rr rr n rr , drawn ­W1 .. .. .. .. !! .. .. .. .. rev. rev. ---------------------------- -------------------- Rr______________________________________________ _ r r _____________________-____I o FLOOR PLAN EAST ELEVATION NORTH EL EVA T I O N m O SCALE: I/4' I-O' SCALE: I/4" _ I'-O" oh SCALE; I/4' = I'-0' A- 1 ISSUED FOR CONSTRUCTION rsht I Of 4 • t STRL'NRAL NOTES: M 8 U uD N Vl -ALL WINDOW L EXTERIOR OCOR HEADERS r0 BE f3)2%B5 W - O _�_ PLYWOOD;W(2).LICK 1(2)KININ G STUDS .. UNLESS NOTED OTIffRW15E w L� y -ALL POSTS 0 ENDS OF BEAMS TO BE 14 m RED CEDAR SHINGLE L] (A - (3)2"P05T5 IN 2X6 WALLS RIDGE VENT LAP OVER us OLE55 OTHERWISE NOTED) 1%11 R106E BOARD N-STRUCTJ -ALL RIOGES OVER W'-O LONG TO BE f1)13/4,X II 1/B'LVL _ FED CEDAR ROOF 12 SHINGLES ON ICEe a ae L 13 •BLOCK ALL BEARING WALLS ABOVE (3)2XI0'S W(21 I/2'%9' D BTEGOMEP o 9'-O AT MID-HEI6Hi 11 -� S] FLITCH PLATES OR m WB%10 STEEL BEAM - - 2XI05 o Ib"O.G. `) S] /\ S] -PROVIDE 2XI0 LEC6ER BOARD - / /\� o OVERLAY FRAMIN6FOR RAFTER 5EARIN611PbRT wL PER(DLA A] y gsor RAFTERS TO BE 2XIO 5PP.NO.2 -- _ g OR BETTER-O 1VOL.TYPICAL - • h SPACIN6,UNLESS OTHERWISE �NOTED - T QLP1_ATE E EXTERIOR 5HEATHIN6 SECURED WITH BD �l I/2'GYP.BOAR�\ - +' NAILS 4'Ai EDGE T 12'AT FIELD FOR ON I%3 STRAPPING - h '- _ FIRST FLOOR BD NAILS b'AT EDGE< 2XI0 CL6.-15T5 13 N TIv. 12'Ai FIELD FOR FURS ABOVE - BARN pL',ORS O Ib'OL.N-&ROOVE OSCAR)A'ROLVEST./I I RID,e -51EAR WALLS WITH SHEATHING ON BOTH+ - LINNgRpryq EjTRgLK AeovE NDRY. 4 C.SN RY"�Esi•1oDD SIDES,W ED NAILS SPACED 4'AT EDGE - i - I 112'AT FIELD 2xb5 O16'OG. 12'ROUND TAPERED PERMALAST CO. -FR Vf NAN&ER5 AT ALL FLUSH (2)2X6 P T.SILLS C _ FRAMED CONNECTIONS I AT ALL , UW 11'PNLHOR POST CAPS 1 BAEE5 �IS a 32'0C. 7 _ Ui 105� 5)I x q _ (Z)n'% STEEL OR WOOD P05T DOWN -- iqe OES2*XSTE _ TES R -STEEL OR WOOD POST UP AND Wr1 .(BEW) L BEM 10'DIA.CONCRETE TUBE i - 'LAB ON GRADE TO BB 4' — 6 `.. X-STEEL OR WOOo POST W - CONCRETE(�PSU Icc T CONCRETE FOUND.WALL b MIL VM-BARRIER OVER r - S] LOAD BEARING WALLS g AT FRONT ONLY(PROP TOP b'WELLTiRADED 6RA�U'EL ` OF.WALL TO LEVEL OF PATIO COMPACTED TO 154 OWL 10'CONICRETE FOUND. AS 5HOM ON FOJNPATION FLAN) DRY DENSrr J// CONCRON ETE 4*X 12' SHEAR WALLS GLG FRAMI NG PLAN ROOF FRAM I NG PLAN ODE�LONo14BYEOle 'WKEY SCALE: I/4' I'-O' - r SLAL E /4" I'-O"' - SECTION ^- - SLALE� 1/4' 1'-0' U , c to FUR- - L 16'OL.W RADIUS LVi r ' AFURLINS/B SPACES) a . - .2xB we JolSrs _. - - s s/e•01. - ' (u JGsrs/10 SPACES) @• • _ ALIGN W BOTTOM OF FRIEZE -M-IFS PJC(212XIO DG20RATNE BEAM W P.T.2xb SPACER BETZEEN 2%b P.T.SPACEREuo_E_ ' . • • - _ CONNECTED TO TOP OF POST RED CEDAR ROOF SHINGLES h� ON ICE Z WATER MEMBRANE ON 5/B'CDx PLYWD,5`EATNIN6. 12 I Q'-0' _� TO HATCH HOUSE I I TO SILO r1A11 O CABANA / RED CEDAR ROOF SHINGLE$ 12-ROUND, - ON ICE 1 WATER HEMBRAIE 12 APERED FERMAGASi COLUMN t u-��<m m�^�ui-o_�' AZ—CROW!MOLDING AZM-4 CROWN MOLDING ON 5/B'LDX PLYWo.SHEATHING, "D BY N5a6 W CONTINXJI/" q- WVCAPONI% - - . BNLT-OUT RAKE - W/I%GAP ON I% - - BUILT-OUT RARE r IX M 2RAN LRO/M MOLDiN6 12 'i I a mr on._ _ e n_u PQ`m cc ON I%0 OLKI ENG 12D N IK SOFFIT 2x10 RAFTERS a lb-O.C. I I F O PERGOLA DETAIL AZ yyt.o u_' Ix CROWN MOLDING 5 - V J ` SCALE.1 1/2".I'-0' • /E�-/A++ ON IX RAKE ON « ' '•. - ` • r %BLOOKICKING - ,• - - U AV W'^ . - LEAD COALED COPPER FLASHIIK GI I%SHELF a MITE LEDAR SHINGLE5 ON V2•cox PLYWOOD O 2X65 O Ib'OL. ! /E\�L♦ �E g o B O O.G.N I-RADIUS GUT 8• I'A!/8'. c .. A PURLINS/B SPACES) ... C T(� ,C) « LEAD MATED COPPER s ` • ' • • A 1 M (n , FLASH-G1 Ix SHELF AZMi9 CROWN MOLDIW' O MATCH NOOSE A' vI - - W IX LAP ON IX FASCIA IS G/B-O.L. - ,r L C tit JOISTS/10$PACES) LL C t to o1. 1,-10• 1 C.N n, (c6 AZM-49 CROWN MOLDIN B V2' I%SOFFIT W CONT. •A O W - ' AZM-49 GROWN MOLDING I'WIDE PERF.VENT P •�Z O' W Ix CAP ON IX FASCIA RETURN BY LOR-A-VENT - - - W%CAP ON IX FASCIA REnF01 I AZM-52 CROWN HOLDING j ) O V/ C ON IX FRIEZE BOARD I H U }N E ON IX BLOCKING - ' IX FFI O 50 T I 0 N I 1 O W11 TE CEDAR SHINGLES ON 1 S AZM-52 CROWN MOL01 AZM-52 CROWN MOLDING .2 5.P,,oz. _ ON I%BLO ff 80PRD 2X65•Ib'OL. I ON I%BLOCKING ON IX FRIEZE BOARD wA(2)2x10 DECORATIVE ON I%BLOCKING � CON f� .i.2xb SCE BETWEEN AM W PPAR job no.: 1255 XS LEAD CASINE ' WHITE CEDAR SHINGLES I date WHITE CEDAR SHINGLES ON P.T,•FACER 1 B,-0, 2 OCTOBER 2,WOOD CDX PLY - CONNECTED TO TOP OF POST A 2X65 m lb'O C. M CENTER OP OTFR LOkN Scale A5 NOTED i drawn 12'ROUND,TAPERED O TYPICAL RAKE / RAKE RETURN DETAILS AT EAVES O EAVE DETAIL B`�a AwTLO°T°1N,a'5 rev. POST SCALES 1 I/2"=I'-O' rev. I O4 PERGOLA DETAIL A 2 sl-�.1 1/2' 1--0- ISSUED FOR CONSTRUCTION sbt 2 of 4 s .'�GENERAL FOUNDATIONS MASONRY 3. CONNECTORS SHOWN ARE AS 10. ALL PLYWOOD SHALL BE APA U MANUFACTURED BY SIMPSON PERFORMANCE RATED PANELS CONFORMING 5cn STRONG-TIE CO. INC. SUBSTITUTIONS TO THE FOLLOWING MINUMUM REQUIREMENTS: m ti I. STRUCTURAL DRAWINGS ARE I. THE ALLOWABLE PRESUMED 501L I. MASONRY CONSTRUCTION SHALL MUST BE APPROVED IN WRITING TO BE USED WITH THE ENTIRE BEARING GAPGITY 15 5000 PSF, CONFORM TO THE REQUIREMENT5 BY THE ENGINEER. INSTALLATION A. FLOOR-5TURD-I-FLOOR TBG,EXPOSURE I, cn "• SET OF DRAWIN65. WHICH 15 TO BE VERIFIED IN THE FIELD OF SPECIFICATIONS FOR MASONRY OF ALL CONNECTORS SHALL BE 5/4",SPAN RATING 16". cu BEFORE CONSTRUCTION. STRUCTURES(AGI 530.1/A5GE 6-88). IN STRICT ACCORDANCE WITH THE o °� STRENGTH OF MASONRY F'M=1500 P51. THE MANUFACTURER'S INSTRUCTIONS B. WALL SHEATHING-EXPOSURE I, I/2", 2. ALL SAFETY REGULATIONS 8 MUST EMPLOY ALL REQUIRED SPAN RATING 16". d ARE TO BE STRICTLY FOLLOWED. 2. FOOTINGS SHALL BE CARRIED FASTENERS. « o 2 METHODS OF CONSTRUCTION 8 TO LOWER ELEVATION THAN SHOWN 2. VERTICAL REINFORCING OF MA50NRY C. ROOF SHEATHING-EXPOSURE 1,5/8", cu ERECTION OF STRUCTURAL MATERIALS ON THE DRAWINGS IF REQUIRED TO WALLS SHALL BE AS INDICATED ON SPAN RATING 16" 15 THE CONTRACTOR'S RESPONSIBILITY. REACH PROPER BEARING GAPGITY. THE DRAWINGS. ALL GORES OF 4. ALL CONNECTORS SHALL BE s MASONRY UNITS SHALL BE FILLED HOT DIP GALVANIZED. N E r WITH GROUT. REINFORCING BAR - a 3. THE CONTRACTOR 15 RESPONSIBLE 3. WALLS ACTING AS RETAINING WALLS LAPS SHALL BE 2'-6" MIN. DESIGN CRITERIA t Y FOR P155EMINATION OF ALL SHALL NOT BE BAGKFILLED WITHOUT 5. INSTALL ALL CONNECTOR FASTENERS h c REV1510N5 8 REQUIREMENT5 TO BRACING UNTIL ALL SUPPORTING 501L BEFORE LOADING THE JOINT. y THE SUBCONTRACTORS. 8 5LA55 ARE IN PLACE 8 AT 3. HORIZONTAL JOINT REINFORCING 1. APPLICABLE BUILDING CODE ADEQUATE STRENGTH. FOR MA50NRY SHALL BE EQUAL MASSACHUSETTS 8TH EDITION TO OUR-O-WALL TRU55 MANUFACTERED 6.SPLIT WOOD 15 NOT ACCEPTABLE 4. REASONABLE CARE HAS BEEN WITH WIRE CONFORMING TO A5TM A 82 FOR ANY CONNECTION. W rn TAKEN IN THE PREPARATION OF 4. COMPACT,ALL FILL UNDER FOOTINGS 8 COATED FOR CORROSION PROTECTION 2. PE5I6N WIND SPEED: 110 MPH (n _ ALL DRAWINGS AND 5PECIFICATION5. 8 SLABS TO THE 5PEGIFIED DENSITY N ACCORDANCE WITH A5TM A 153, EXPOSURE G, =1.0,G= +/-O.IS V w cn HOWEVER THE ENGINEER DOES NOT - 8 VERIFY. CLASS 5-2. ALL WIRE SHALL BE 1. ALL EXPOSED FRAMING MEMBERS GUARANTEE AGAINST HUMAN ERROR 9 GAGE MINIMUM. PROVIDE MINIMUM SHALL BE TREATED PER AWPA -v 8 FOR THAT REASON IT 15 IMPERATIVE LAP OF 6"& USE PREFABRIATED T'S C2/G9 GGA 0.25 8 MEMBER5'IN THAT THE CONTRACTOR SHALL CHECK OR CORNER 5EGTION5 AT ALL CONTACT WITH 501L SHALL BE STRUCTURAL DE516N CRITERIA ca ALL DIMENSIONS 8 DETAILS 8 MUST WALL INTERSECTIONS. 'TREATED PER AWPA G23/624 ��yy VERIFY ALL CONDITIONS,DIMENSIONS, STRUCTURAL STEEL GGA 0.60. JOB SITE FABRICATIONS - FIRST FLOOR 40 P5F LL W u 8 ELEVATIONS AT THE SITE, ALL GUTS 8 BORES SHALL BE TREATED IN 0 0I5GREPANGIE5 SHALL BE BROUGHT I. DESIGN,FABRICATION 8 ERECTION 4. CONCRETE MASONRY UNITS SHALL ACCORDANCE WITH AWPA 5TO. M4. TO THE ATTENTION OF THE ENGINEER SHALL BE IN ACCORDANCE WITH CONFORM TO A5TM G 110. - SECOND FLOOR 30 PSF LL V (n - THE A15C SPECIFICATION FOR 15 P5F DL a cLi STRUCTURAL STEEL FOR BUILDINGS, 8.ALL MANUFACTURED LVL WOOD FRAMING - ATTIC/5TO. 20 PSF LL 5. THE CONTRACTOR SHALL SUBMIT LATEST EDITION. 5.CONCRETE BRICK SHALL CONFORM MEMBERS SHALL HAVE THE FOLLOWING 10 PSF DL COMPLETE SHOP DRAWINGS FOR TO A5TM G55. PHYSICAL PROPERTIES AS A MINIMUM: ALL CONCRETE REINFORCING,ALL - ROOF 651- 30 PSF 5L STRUCTURAL STEEL, 8 BOTH 2. STRUCTURAL SHAPES SHALL CONFORM E=L9XIO6P51.,FB=2800,FV=240. 15 PSF DL CALCULATIONS 8 SHOP DRAWINGS TO THE FOLLOWING: 6. GROUT SHALL CONFORM TO THE !D** FOR ALL MANUFAGTURERED LUMBER REQUIREMENT5 OF A5TM G 146 8 - EXT. WALL5/5TOR. 15 PLF OL L PRODUCTS 8 THEIR CONNECTORS A. WIDE FLANGE MEMBERS A5TM SHALL HAVE A COMPRESSIVE 9:ALL FLOOR JOISTS SHALL BE AS FOR REVIEW PRIOR TO FABRICATION. A992 GRADE 50. STRENGTH OF 3000 P51. MANUFAGTURERED BY 5015E CASCADE - INT. WALL5/5TOR. 50 PLF DL 8 AS 51ZED ON THE DRAWIN65. ALL - DECKS/PORCHES 40 P5F B. CHANNELS 8 ANGLES A5TM A36. FASTENING,BEARING,BRACING 8 10 PSF 1. VERTICAL 8 BOND BEAM STIFFENING SHALL BE IN STRICT ACCORDANCE G. H55 ROUND 8 RECTANGULAR TUBES REINFORCEMENT SHALL CONFORM WITH THE MANUFACTURER'S REQUIREMENTS. CONCRETE TO A5TM A 500,GRADE B FY=46 K51. TO THE REQUIREMENTS OF A5TM A615., I. ALL CONCRETE WORK AND MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS 3.ALL GALVANIZING SHALL CONFORM 8. MORTAR SHALL CONFORM TO THE GENERAL NAILING SCHEDULE-110 MPH FOR STRUCTURAL CONCRETE FOR BUILDINGS: TO A5TM A 125. REQUIREMENT5 OF A5TM G 2l0 NUMBER OF NUMBER OF (AGI 301-8q). AND SHALL BE TYPE M OR 5. O1NT DE5CRPT1oN NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING F me' i i oc oa0 R. o 4.BOLTED CONNECTIONS SHALL BE WITH 6LOCKIN6 TO RAFTER(TOE-NAILEv) =-av 2-IOv EACH END _o'.oUa^$-^ ° ;° 2.ALL ALL CONCRETE SHALL HAVE A 28 9.QUALITY ASSURANCE TESTING 8-DAY HIGH STRENGTH BOLTS IN ACCORDANCE RIM BOARD TO RAFTER(END-NAILEv) 2_,bD B-I6D EACH END COMPRE551VE STRENGTH OF 5000 P51, WITH THE SPECIFICATION FOR INSPECTION SHALL BE PERFORMED WALL FRAMING g;`3oao"e_ WITH MAXIMUM I INCH AGGREGATE 8 IN ACCORDANCE WITH THE STRUCTURAL JOINTS USING A5TM A 325 MAXIMUM 6% AIR ENTRAINMENT FOR REQUIREMENT5 OF AGI 530.1/A5GE 6105. TOP PLATES AT INTER5ECTION5(FACE-NAILEv, 4_,6D B_IbD AT JOINS OR A 4cI0 BOLTS. EXTERIOR CONCRETE EXPOSED TO STUD TO 5TUD(FACE-NAILEDI :v� a, 2-I6D �-I6D 24'O.G. ��»u_=°ai„ ° o a 6t.Qa.�m•=E6o` MOISTURE. HEADER TO HEADER(PAGE-NAILED) IbD I6D 16'O.G.ALONG EDGES n=o� 5.ANCHOR BOLTS SHALL BE A5TM A 301. FLOOR FRAMING 3. ALL REINFORGING STEEL SHALL BE FRAMING LUMBER 8 CONNECTORS 1015T TO 5LL,TOP PLATE OR 61ROER(TOE-NALEv) 4_80 4-IOC PER J015T (!) U) DEFORMED BARS OF NEW BILLET STEEL 6. WELDS SHALL BE MADE BY OPERATORS BLOCKING To JOIST(TOE-NAILED, 2-8D 2-IOD EACH END V CONFORMING TO A5TM A 615 GRADE (90. CERTIFIED BY THE STANDARD I. ALL FRAMING LUMBER SHALL BE BLOCKING TO 51LL OR TOP PLATE(TOE-NAILED) 5-I6D 4-I6D EACH BLOCK s O U� 0 QUALIFICATION PROCEDURE OF THE KILN DRIED 111% MAXIMUM MOISTURE 0 AMERIGAN WELDING SOCIETY. LEDGER STRIP TO BEAM OR GIRDER(PAGE-NAILED) 5-IbD 4-I6D EACH JOIST CONTENT. LUMBER SHALL MEET p �L 4.CONCRETE COVER OF REINFORCING BARS AS A.MINIMUM THE FOLLOWING J015T ON LEDGER TO BEAM(TOE-NAILED) 5_bD 5-IUD PER JOIST c SHALL BE AS FOLLOWS: DESIGN VALUES FOR SPRUCE-PINE-FIR: BAND JOIST TO J015T(END-NAILED, B_,6v 4_16D PER J015T p (Q N 1.WELDING SHALL BE IN ACCORDANCE BAND J015T TO SILL OR TOP PLATE(TOE-NAILEv1 m U A. 3"AT CONCRETE PLACED DIRECTLY A. 2X STUDS CONSTRUCTION GRADE -I6D 9-IbD PER FOOT WITH THE AW5 DLI CODE FOR WELDING ROOF SHEATHING AGAINST EARTH. IN BUILDING CONSTRUCTION. FB=800,FV=65,FG=150 - W Q � WOOD STRUCTURAL PANELS //� E. 2"AT ALL OTHER LOCATIONS. B.2X JOISTS/RAFTERS NO. I GRADE RAFTER5 OR TRU55E5 5PACED UP TO 16.O.C. bD lop 6'EDGE/b'FIELD C N O V J 8.CONNECTIONS NOT DETAILED SHALL FB=II50,FV=IO RAFTERS OR TRUSSES 5PACED OVER I6'O.O. bD oD a•EDGE/4'FIELD 'C Z'j N BE DESIGNED FOR THE LOADS 5HOWN -&ABLE ENDINALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG fC 5. NO HORIZONTAL CONSTRUCTION JOINTS ON THE DRAWINGS OR FOR LOADS C. P05T NO. I GRADE FB=800, SD ov 6'EDGE/6"FIELD U"0(n N c ARE ALLOWED,UNLESS SPECIFICALLY GIVEN IN THE STANDARD LOAD FV=65,FG=615 GABLE ENDWALL RAKE OR RAKE TRU55 W/STRUCTURAL OUTLOOKER5 bD 1ov b'EDGE/6'FIELD /�0 W SHOWN ON THE DRAWINGS OR ALLOWED TABLES OF AISG FOR THE SPAN, GABLE ENVY LL RAKE OR RAKE TRU55 W/LOOKOUT BLOCKS eD IUD 4'EDGE/4'FIELD `Y O IN WRITING BY THE ENGINEER, SECTION 8 STRENGTH SPECIFIED. CEILIN&SHEATHING � 2.ALL FASTENING OF FRAMING, PLATES,SILLS,SHEATHING 8 6YP5UM WALLBOARD 5D COOLERS T'E06E/l0'FIELD Job no.: 1255 6. REINFORCIN6 EMBEDMENT STANDARD 9. ELEVATIONS NOTED AS "TOP OF STEEL" OTHER WOOD MEMBERS SHALL r WALL 5HEATHIN6 BAR LENGTH HOOK REFER TO THE TOP FLANGE OF ROLLED BE IN ACCORDANCE WITH THE WOOD STRUCTURAL PANELS date 2 OCTOBER 20I3 d4 12' 12' SECTIONS. DETAILS SHOWN 8 MINIMUM -STUD5 SPACED UP TO 24.O.C. scale A5 NOTED •s 16' 12' REQUIREMENTS OF THE - BD loD 6'EDGE/-FIELD eb 2o' I6' MASSACHUSETTS STATE BUILDING -1/2'AND 25/32.FIBERBOARD PANELS BD - 3'EDGE/b'FIELD drawn JLW eT 24' I6' CODE 8TH EDITION. -1/2'GYPSUM WALLBOARD 5D COOLERS - T'EDGE/10'FIELD rev. FLOOR SHEATHIN& . WOOD STRUCTURAL PANELS - rev. G LE55 bD IUD b'EDGE/ FIELD O h GREATER 6-ATER THAN 1" IUD I6D b'EDGE/b'FIELD S- 1 m nq C ISSUED FOR CONSTRUCTION ant 5 of a O H S. NOTE:THIS DETAIL IS AN .o ALTERNATE TO THEAR Ny U SIMPSON HOVB N HDUB o N NOLDOMNS BTED TO NOLOO HOEDOWNS BOLTED TO FLOOR SPAN OL N s/B' HOR ANC eoLrs s/B•ANCHOR BOLTS CONNECTOR'DETAIL ca SIMPSON LSU26 RAFTER HANGER - SHED ROOF v @� sIMPSON Hvue RAFTERS 2X10I2X72 LEDGER M o f0 roEDOWWi BATED TO CHOR Bars TIMBERLOK SCREWS TOP&BOT. s/B•AN (4)COILED STRAPS SECURE INTO SOLID FRAMING m - PER CORNER SPACED(off 16"o/c _ TRIPLE - CORNER STUDS S/B'ANCHOR BOLTS 5/6'ANGMOR BOLTS Y TO BE SET q MIN. - TO BE SET A MIN. 5/B'ANCHOR BOLTS OF 12'WITH IN FOOTING OF 12'KTN IN FOOTING G TO a SET A MIN. - - • - OF 12'WITN IN FOOTING U NOIE DETAIL APPLES TO ALL GRAM LEVB.EXT.SWEAR WALLS - . . DETAIL APPLIES TO ALL GRADE f2VH E.`IT.SWEAR ItAU_4 3 NOT TO SCALE GARAGE HOLDOWN DETAIL (IEXT. WALL 9 HOLDOWN DETAIL (p TYPICAL EXT. WALL CORNER/WALL FS COILED STRAP DETAIL LEDGER DETAIL NOT TO SCALE. O NOT TO SCALECD F - - - N cc Lo* .. .n'i. (2)H2.5A - - S . MTS72 RAFTERS (LTS,HTS RAFTER - SIMILAR) H10A SIMPSON H3 CLIP T F M-0 R2X12 LEDGER - 1 1 .ATTACHED W13-16D TO SOLID . - I II W� F MI G B LOW HORIZONTAL 2X BLOCKING FOR ' - _ � - _ A h• NAILING THE PLYWOOD EDGES t •d'% L.WLEDGER SHOULD BE PROVIDED WITHIN - - - - i 48'OF OUTSIDE CORNFRS 28 12 PLYWOOD BLOCKING DETAIL 13 RAFTER CONNECTION DETAILS 14 NO ED R TAIL Nor TO SCALE FRAME-OVER L GE DE _ NOT TO SCALE- ALE -. RIM JOIST ^' • JOIST HANGER DECK JOISTS _ _ - VU! P.T.BEAM C W 0 SIMPSON H1 CLIP .w OPTION 1:WRAP SIMPSON LSTA24 • - - L •,V 1 PER TI ( JOIST) .. EDOWN STRAP EVENLY ovER SIMPSON BCS POST CAP �L...�_ RIDGE ANO NAILER ro ALL w RAFTERS W IOD NAILS EA. SIDE(IB NAILS TOTAU y/ N f6 (D m P.T.POST -_ L L G e SIMPSON ABU POST BASE _ - •'' - - U O _- 0 0 0 0 0 0 0 0 �'I ANCHOR BOLT - ()—Z= `• ! a W'OR 12'DIA.SONOTUBE ON N O 24'DIA.BIGFOOT FOOTING O - job no.: 1239 OPTION 2.2x6 RIDGE TIES • d319 2 OCTOEER 2019 IMIEDIATELY BELOW THE RIDGE : AND FASTENED i0 LNE RAFTERS sC81E As NOTED N�AIL5 nR SIIMOF(B)IOD(gMMgV •'� VTBWn SEE AWC.ORG - �uv . 'a...' 'PRESCRIPTIVE RESDIENTIAL DECK CONSTRUCTION' - rev' 2'D" rev. O TYPICAL RIDGE STRAP DETAIL OPTIONS 16 PORCH/DECK DETAIL N I NOT TO SCALE NOT TO SCALE S-2 ISSUED FOR CONSTRUCTION sn1 4 Of 4- \ \ 16 PIE \29 � 1 N N / I SEPTIC ^� I I ? TANK � N i / N .7. I LAWN \ I I I 1 oo \\ \\ \ � \ I N I I N NO � }3.80 STONE}32.71 � I N O \CIAc wqc� \ \ j i j I I ! 1 II 254. 15p N LIs \ \ 2755 I I I AC 35.0327.8 34.82 1 \ / \ 28.25 X 24.2/ 34.72 BRICK j/ / LAWN \\ / I 1 \' PA n0 / 4 30.99 14'OAK 34.97 / D-BOX 31.62 ROry ` \ :� \ � � gC•6 24/��J' 31J9 35.07 41 \ \ l O \ + 24.42I I I 31.57 EQVA6.9.nOry / \ , 34.41 \ \ \ \ 31 0 �\ \ \ \ PA \ 31.67 WA LK � \ \ � , 35 59. \\\\\\" LOT1 ZZ \ \ \ \ \\ \.. W POOL:\'\\ 31.51 . 61 ,855 SF �� . �� \ 1 .42 ACRES . � 0\ \ � �� �i k 2/463152 14bAK PAVED DRIVEWAY \\ \ , 31.65 \ Z O \\�\� \\ �\ / 35.0 ,\\\ 31.62 / / / / \ / / 34.58 31.68 32.94 \ ` .44\ PATIO 31.50 �f 34.73 n tj` `, , - J ��7 / ' O� 35. LAWN AC 34.73 7 35.76 31.62 2/$8 34.92 31.4734.61 /WN 34.94 �� 35.82 31.30 BIRCH � ry LAWN v 35.90 I It N / / ^� 14'OAK 35.86 28.76 35,85 N I i N L Q 29.33 34.33 33.95 31.59 25.27 27.99 / 16'OAK 12'PINE 014'OAK 31:42®12'PINE 26.09 O #C Of 1 Q I [ TJ 33.8s FENCE L l a � 26 6.57 CB FND N 26*3620 W LOT 135 o E a= 0 E%ISTPIS o N N EaIAL EXIAL WALL DEMO 'o l0 o u 0 O MALIS Alm ITEPG TO C7 t V) pQ� _. �j emr%MALLS TD RS" w w g lummomt NEM PALLS O e DEMO NOTE5 I ca O A O DASHED MOONS I POLLS T UE REMOVED AND FATG®DAS NEEDED di o OR REPLAG®AS NOTED, Y w h E O - O Y - uI EILLESTOR PAV025 13 L a RIS84(14' m- EAST. C (p V A 777 A 12 E%ISTINS NOM GREAT ROOM C ,��•� •V ---; � I DOUBLE-NO16-2" - ROB 3i 3/MRROx6�19/I) `rvp/ ll d . EDGE OF EAST. v _ POST -.- _._.- -._. [�j� HIM-3�4/n _ �DOUBLE . DIRECT'AM 6A6 PP. 9/4'rAX PLYMOOD ROB 3 3 4% (q/4 •Tf100R tD/TBOLT TO 0CWTDCOli MMnXr` V MODEL CO"42 8T � - / VTXSIV4'PL FAS INS EASTN6 NOVSE "NEAT S SILO'OR SIM. D(4 IxALL 5ND! s C� � V SUNROOM '� •Fl Ib'OL. T tom'/ n� � P �J l very 77 aSTOM Mr.C.ABJWr n �J w &L . BeSTIN5 DOORK TO EA ���pG pp�� •� cKm OPEAN6 Dane Ml�+-r3/rny Q i 1�.lly U •F}Cgt Itt FI IXE RO.3i 3/MNNS(9/It AT Sv%J OO �l EDGE OF PAST. 7%DtfC"(LED"T TO�.�FA6T8® _. AL 9M+AT7 N C l=FOST TO RIM PITH TR4 ERI.Or �s cc FlRST —Tir %REMG MULE PINS-34TI B V4'r/- s' MULE L___. MR . - YEAVED OOWgii9 - 6ERERAL PLAN NOTES R 16 H T / WEST ELEVATION -AWPOMS TO BE PU A'AFONTECT BMW FOYER PO !"! IREFER TO EIPVATIMIS FOR MINnN SCALE, 1/4' . 1'-O' . PATn30G -fQYHl TO ELEVATIONS FOR VO4MA RD.WSNfs ABOVE SUEFLO t i ® Q i , x� _ _ 12. �"' 1' z eASTINs - . N FLOOR PLAN ° U N N c SCALE, 1/4• v 1'-0' I fn Q�LL O/ : O /,/ EXISTING NDIse p .c f0 Ix nNl:'OSneNs W to ExGnNs stEATxmb p 06 c . E%iHLOR TRp1 MA .. 1 ti OL. c• O� r�� EASnNs ON S/D�CA%RY. - OOP TO 5T AT EAST. � CL !Op(tiNN0000P.RA55FTT160•.OL. ES BOAf07 �•�' Z RLE��BOAfmARr AT EAST. L.. 13 D O O nL 0 0 O•— CONT.Pvc s c N O L L CONT. .PVO SILL tN N/ LL EIJJEiT01E TREADIL I RNERSw job no, 14as AT S14+0OM Al STONE VENEER date m seer 3010 $@ scale As NOTED �i .. —. i tins-T RIrR • TSWiIXJ drawn: Kmm rev. D(IPl�D/14B OV5Nib M(.SMNSLE4 ER AND SLLL TO MATLN rev. HEAVED CORNERS exGnNs - n REAR / SOUTH ELEVATION FRONT -/ NORTH ELEVATION m SCALE, 'I/4' a I'-O' ISSUED FOR CONSTRUCTION snE of : I , I D �t� ;;�,�I� GEN i EXISTING, PROPOSES : ZOly ,S ?l 1 Q� --� -=Ed e Qf PaV?,Mgnt -^.- Sewer Plpe I LG�� n AP OVERLAY DISTRICT � P°b''c w- _ 11!ater pipe ----- W ._�, .� ZONING DISTRICT: RF 1 a� �,% '�r ( - �, P` MI=N►M S 4>s, " %4 S tic S stem Ca aclt ( �stlri ) Septic System Capacity (Proposed) Leach PIS ARF� 4 , 6o sF ,. 8 ��7_ �_ P �' P Y $�` O FRONTAGE = p s TVMS " !� WIDTH 12 � .' Cove " \U,1l 'I I s ' r�, SIDL*ALL; (39.2 + 10.3�)(2 ) x 2 x 0.74 gpd/SF = 146.5 gpd ADD ONE CONTRACTOR UNIT (�5 LONG) Q Catch $t�51ns FRONT S BACK � Q a BOTTOM: (39.Z x 10.3) x 0.74 gpd/SF = 298.8 gpd " `C' �Ipp Septic T6Ak ® ® A � a EA � = i5 / , 6 quits x 75 1 12 in = 37.5 + 4 4 45.5 „cslr ciu yster , gpd d (stone) o DIStrlfpUtlpnDX '!� � '`����• FLOOD ZONE C arbors .• -� `\" ?� W,�ter 66tO IH FIRM COMMUNITY PANEL .� � � SIDEWALL; (45.5' + 1b.3+)(2' x >t 0.74 gpd/SF = 223 gpd Llgh,,r Pgle ' V RP g�0001 0018 p Q REVISED: DULY 2, 1992 _r" a � 90TTOM: �45,5�x 10,3') x 0.74 = 346 gpd -0- Ul;lllty Pole -#- a -�5 *EVALUATION BASED ON INFOWATION FROM PERMIT #99-410 zoo Contours 00 �QO C�F RgVEMENT RVI iLE �1D I$L N,D• ,�Y, `� AND INSTALLER'S AS CARD 569 gpd 20OX00 Spot Grade o, e� Test Pit 1'I , , LOCUS MAC ��clsni_a� s>=A�c_ -r-t.� ,ice is I�� SAL, Li's APPROXIMATE LOCATION SCALE: 1" - 2000' CB/bH �Np 72 ASSESSORS MAP OF EXISTING SYSTEM PARCEL 9 lg EL 17.61' PROPOSED EXPANSION axERAL N6T5 ce/bH FNp 0_'✓ ' K E 'Y EL 25.gs' ,,� a RELOCATE EXISTING `ti UNDERGROUND UTI LITIES ....,.LI0HIPOST * ALL SYSTEM COMPONENTS SHALL BE ,IN TALLED IN ACCORDANCE WITH TITLE V OF THE :STATE SANITARY CODE DATED OLE r I Y MpER rtl, 1255 A UTILITY NU MARCH 31, 1595 & ANY LOCAL RULES APPLICABLE, WATER METER PIT � : . cTV s" Kous 4© wQop POL 6 ANY CHANGE TO THIS PLAN ,MUSt DE APPROVED IN WRITING ? BY THE DESIGNING ENGINEER. HONEY LOCUST 6" 12" PITCH pjr1E N5Tf�UCTION, IS COMPLETED; PRIOR TO BACKFILLING, NOTIFY, THE ENGINEER BOARD Or HEALTH AGENT.. 5,. HEMLOCK k C.. FbR INSPECTION. 12 1:6 WHI!' PINE LCB/SEAL , 10" SPRUCE; EL � 4172 FOADATION ELEVATION MUST BE CHECKED WHEN COMPLETED. 6 GEDq + , (� THESE ELEVATIO S MUST NOT BE CHANCED WITHOUT WRITTEN C TRIPLE CHERRY I APPhOVAL BY T E DESIGNING ENGINEER. - I I 8" 14":.BLACK .OAkC I ALL SANITARY DISPOS L SYSTEM PIPING TO BE 4'I FYC.10" - 12 WHITE'OAK :.r PK rND p,. 1 HICKORY EL 22.42. N u :,AND R pLA ItAs : MATERIAL SURROUNDING CE ALL UN U 14" 0AK G TH„ SURIR UN IN E LEAC I G FIELD FOR A DISTANCE OF 5 , PER TALLER TIES ^� SEPTIC;TANK CL Eq NOUT SEWAGE 99-410 •� 310 CMR 15,255. INS® # EXISTING SEPTIC TANK;LOCATION PVC INVERT EL 26,26' C /[bH EL = 34.72' PRIMARY B NCHMAqRK . N.G.V,D PFtOrJEtl EDGE OF CLEARINGT By . SEE PLAN ^5° ED G0NS1 5 OS ION �3� � �?, {FaU'NdF E4 �'36• Q;1 �T� z. 6 0 1 LCJCATIC)NSHOULD �QF UNDERGROUND UTILITIES, A�E APPROXIMATE AND IN THE FIELD BY HE APPROPRIATE 61,67 $�ugrm Feet UTILITY COMPANY VERIFIED NY PRIOR TO ANY CONSTRUCTION. y 141, AcFA 2 4 : I • i „ A •L� 8 � �~ MP HEN G\� :1Ew .0 , 24, LIS 1 2 ` � I O2— 1 to-2 000 PK FND ' ' . EL 321 8 SEAL� C L EL14 �rORrt0 04 . ` ROAD �✓`" 91$ : •� I,�► � `a+� � .,,�' B�FOOT WIDE GOLF ROAD R900 TIO OtTfih hA FOAtii PREPARED FdA R T-614 AsOoc 1ATO him"L R . 1 `$' -•"''1 WATER LEVEL LCI3 SEAL -�" / . i=L �- 2.42, L $ 0.02 10 26-1999 TIrL iN sIo vahicitipn . � HA ,- Y� - � ��►..� ��� Wh & R INC. Lh�ineers,�d Laing �ut•veyarS , 812 t4h �t(io, Ogti�kt M1 62655 P . phdn C08 429-91 1 5 68 4j8-3150i x y FINISHED GRADE, . CERTIFY :THAT TO THE BEST OF MY KNdWLEDGE fie PRgPgSEb / / / / / ✓ / /�' / / /• / / COMPACTED L �t�: Q; b 60 UC LIR SHOW 'HEREON, IS IN COMPLIANCE WITH THE AP LiCAQLE ' ` 'r�'`�'/ /�',��,�`�//�//��j�//��/,���j�`�C%\//��/i M St T N E 1=115" WHED STONE 1 31.2 ' RA N$TAt3 E gNING: pISTIRCT SIDELINE A�11D SETBACK RE0( EM NT, PEAST�NE IN LA1`f N 0 THE MONUMENTS HbWN AND IS NOT ... ....,,:'f ° : ' SCALE IN FEET IS LGICAT D RE T E LOCATED WIrtHIN A' SPECIAL FLOOD HAZARD ZONE. :,..` TO 1 1%2 DOUfaLE �.: CkLL: 1 — 30 DATE: 2 1 Od s N ,y 5 tTOBER OREANR18ITTOBEUSEdttl 1. WASHED TOE , 1`HIS 1?LAN I Not �C A O ,• '- •. . ' ESTABLISH PROPERTY—LINES. � °'' j' 1 ! 1. ., • , :�. r�EV. D�ITrr: REMARK$ , ate, •�` •,., �� .,i't.•:, ,{ 4v • , • kAN OP L�AtH CH.4 rkS 0 NO SCALE R �#ISTEt;E PRbFESIdNAL LANb SURVEYOR DATE 2. � , �RAWI ,NU' B H'�ECITOIN �2b�d\�0 0 20010CSP.QW NO SCALD 4Q1 q UVVG: ol