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0108 HOLLINGSWORTH ROAD - Health
y , 108 Hollingsworth Road osterville u —079 A= 140 a a , l o , AW y "" �l No. TH v� -1 OF MASSACHUSETTS FEE w E C OMMONWEALT� BOARD QE HEALTH ��✓�1 OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ') Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components /©8 �/a�Lx�l/Gs e aa2Tr� A04D dose`- o Location Owner's Nam i�IAO Zqd, '0f1yL 79 f�do c% G'��r. �v�s A/Lsc Map/Parcel# Address ?�1�75'9-/22Z Lot u Telephone# �✓O,-�,N P��,���"�� �✓� Esc ���nr.�L Ins[ ler's Name Designer's Name Os^ 9 4- 9//Agess elephone# Telephone# Type of Building: 4FiT1JX-,VT-rA Z- Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) r5_0 gpd Calculated design flow S6 f� gpd Design flow provided gpd Plan: Date_I&I-2-0og Number of sheets �_ Revision Date Title EiS G-Ai Foa- SrwA6-17— DT;SQCySAL- up(gQam- Description of Soil(s) �4'yp Soil Evaluator Form No.PP 12066 Name of Soil Evaluator MARK 0.213 13 Date of Evaluation_02- DESCRIPTION OF REPAIRS OR ALTERATIONS 1-0, iQr Z,4r- . ADD', !�'A,LN.�✓�- �2�d� Tt) ��i��„�i✓G ��5�¢,�z�►���y.—AL S+fsT�.�! � e�i�Ml�r?2S ;A1 511K The undersigned agrees to install the above d r' e n 'du Sewage Disposal System in accordance with the provisions of IT,j LE and finer p r snot �e sy i ertifica .of Compliance has been issued-by the Board of Health. Dates/U Inspections FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 y i / i �1i 1y�p tit No:... 1 THE COMMONWEALTP OEAtSS H ACU:SETTS FEE t S �zoo ri ROAP�.Dw QF HEALTH f OF APPL CATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application fora Permit to Construct ) Repair ( ) Upgrade( ) Abandon ( ) - []Complete System ❑Individual Components /0f3 /01Lf-.7s✓6SWO&7/4 XOPID GhW-5 e00W_Z-c v Location 1 Owner's Name ,0AtuYL 79 goo w Cvrrr 1XA,'&s A4,e K ` Map/Parcel# Address Telephone# Inst ler's Name Designer's Nzme Zv C'� ��c ����� /L, , (�. 17c;,....,,I'�.- 319//ltjvr_o' 2/+�96, VAIrT 0 t.J,YAR.r�0#1// S-v U l ! d s _ "C , T ��79 ���� lT �A ress.._^ i ' elephone# Telephone# Type of Building: X,ESj-,0eN-r_rA e- Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other-fixtures Design Flow(min.required) 50 gpd Calculated design flow 5_6/ gpd Design-low provided 5-16 gpd Plan: Date 11111200.9 Number of sheets Revision Date Title Fog. CFt_ji1G�. Dr_QMAj UQ&2AA9 ti Description of Soil(s) filt/1, �An_0 Soil Evaluator Form No.© 12066 Name of Soil Evaluatorlob"r. 1018 t5 Date of Evaluation 2 2 P 11107- , DESCRIPTION OF REPAIRS OR ALTERATIONS t rA.Nrnl(r d A eA in pc eayi G �YSze m 0 4A,440"25 ZM SZ IX 5 The undersigned agrees to install the above d cr'eaJ In iidua Sewage Disposal System in accordance with the provisions of A�4�ITLE S and fu era rees not ee the sys ; ) ratio cul, Certificate of Compliance has been issued by the Board of Health. 1' 1'j 11 14_0y Signed Date Inspections ' 1 FORM'I - APPLICATION FOR DSCP DEP APPROVED`IFORM 5/96 r-_--- No. 0o � THE COMM WEALTH OF"MASSACHUSETTS FEE f BOARD OF HEALTH 1 `v CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed(.V),Repaired( );Upgraded( ),Abandoned( ) by,, at. 101? No4L 1/�l(rSWDI�TN QD , Oster✓;/I1: has been installed in accordance with the provisions of 310 CMR'1 00 (Title 5) and the approved design plans/as-built plans relating to application No. ."k D dated 1—(K- d Approved Design Flow (gpd) Installer ft ) e)I l Designer: /g5G .�r20vl� AJL. Inspector Q _/ X fn:) Date ✓12.1I0�` The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. 4 + 41� THE COMM EAL"TH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct (�c) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage i disposal system at /v o ,;&s A20. ✓ as described in the application for Disposal System Construction Permit No. r } dated Provided: Construction shall be completed within three years of the date of this perm�l loca andit' Fo must be met. Date Board of Health y FORM 2 - DSCP DEP APPROVED FORM 5/96 J FORM 1255 (REV 5/96) H&W H013BS&WARRENTm PUBLISHERS- BOSTON TOWN OF BARNSTABLE• f� LOCATION ��� ���-���4 S wd��` SEWAGE# Z OOg VILLAGE OS ^G`� �`" ASSESSOR'S MAP&PARCEL 1 y"b! -7 9 INSTALLERS NAME&PHONE NO. P.oqd"~F /24y C4Tc3t•ir o SEPTIC TANK CAPACITY /,S-0 O LEACHING FACILITY.(type f 4)-5o e (size) S2 X t 2- (10 'I NO.OF BEDROOMS S OWNER G�i�►�`�S UST�Lc� PERMIT DATE: /J/4/0 e) 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) A✓ Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY � ��' �- 4 b S Z U C—D toil L Cl l Mar. 26. 200841 3:37PM1 PM BSC GROUP YARMOUTH F6X NU. Wb<166aen � No. 51.91 P. 2' .Uc T,owk of Barnstable Regulatory Services Thomas F.Gder,Director KOM+� t Public Health Division Thomas McKean,Director 200 Main Street, Ryannis,MA 02601 Office: $08-862.4644 _ rax; $08-790-6304 Date: 0 3/2 6/0 8 Sewage Permit# Z-10C9-012 Assessor's Map/Parcel 140/07 9 InstallecJDesigner Cerdlication Form A Designer: BSC URaUP, INC. Installer' orIf �► Address: 349 MAIN ST, ROUTE 28� Address: 7-0 Caa\ W006 (i `W. YARMOUTA, MA 02673 ' On ! ! d '� 1A pP4\1J-q P V;1% 12L was issued a permit to install a _ (date) (lns er septio system at 108 HOLLINGSWORTH ROAD based on a design drawn by (address) r BSC GROUP, INC. dated y 1/11/2008 esiguer) i X I certify that the septic system referenced above''was installed substantially according to_ the design, which may include minor approved ch$uges such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils wete 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 Reguladons. Plan revision or certified as-builtby designer to fellow. Stripout(if requ' inspected and the soils wore F �SfaCt — N OF MARK D. G 0189 ' g CIVIL i ta er s re No.46997 o sue` AL (Designer's 6uature) Affix DftqM0Wfntamp ere) ]PLEASE RETURN TO BARNSTABLE PUBLIC DIVISION. CEP.Tl OF COMP NOT SSJZED UNTIL BOTH THIS AND AS- BUMT C RE E VED BY THE BARNSTABLE PUBLIC HE&TH DIVISI N THANK YOU. q:lotfiee tarms�dedigneroaatiLcatiou form.doe MAR-26-2008 WED 02:24 PM BSC GROUP YARMOUTH FAX NO. 5087788966 P. 02 Town' of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division •`� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 lax; 508-790.6304 Date: 0 3/2 6/0 8 Sewage Permit# ?-009—O1'3 Assessor's Map/Parcel 14 0/07 9 Installer&Desi een r Certification Form Designer: BSC GROUP, INC. Installer: woo�&P.(r� -Irv- Address: 349 MAIN ST, ROUTE 28w_ Address: to Cn-11��L0006 (.>`1;q W. YARMOUTH, MA 02673 �e ��rRorC� U�1A OZ(aq On ���Y 9 f Q Vi At. lit- was issued a permit to install a (date) (installer) septic system at 108 HOLLINGSWORTH ROAD based on a design drawn by (address) BSC GROUP, INC . dated 1/11/2008 (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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. 'Plan revision or certified as-b by designer to follow.. Stripout(if requi s inspected and the soils were f 'sfacto �M of��ey �n MARK D. G DIBB Ins er's ignature CIVIL ti No.45837 9�4/sTf.P``���,�� sP ALE� (Designer's ignature) Affix DRSOMPf S�tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.. THANK YOU. q;loffice fornuldc6po rccrtification form.doc ;IC t5.220: P1 eoaratton of Plans-am Specifications �o %, 1 The plans and specifications for every on-site system shall be prepared as follows: (() Every system shall be designed-by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall,not design a ' system designed to discharge more than 2,000 gallons per day pursuant to 310 OI M 15.203. Any other agent of the owner.may prepare plans for the repair of a system:designed to . discharge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by a Massachusetts Registered Sanitarian and approved by the approving au ority; (2) Every plan submitted for approval must be dated and bear the stamp and signature of the designer, Every plan for a new system or plan for the`upgrade or expansion of an.existing system which requires a variance to a property line setback distance;'must.also reference a plan which bears the stamp and signature of a Massachusetts. Licensed Land Surveyor in accordance with M.&L. c: 112, § 81D; Every plan for a system shall be of suitable scale(one'inch =40 feet or fewer for plot plan nd one inch = 20 feet or fewer for details of system components) and shall include d tction of. (a) the legal boundaries of the facility to be served; (b) the holder and location of any easements appurtenant to or which could impact the s em; (c) the location of the all dwelling(s)or building(s)existing and proposed on the facility. a . identification of those to be served by the system; ' d) eaacation of existing or proposed impervious areas, including driveways and p g areas e) 1 on and dimensions of the system (including reserve area); (f) yst esign calculations,including design daily sewage flow,septic tank capacity eq ` cd and provided); soil absorption system capacity (required and provided); and w ether system is designed for garbage grinder, g) 'orth arrow and existing and proposed contours; Iodation and'log of deep'observation fiole tests including the date of test, existing grade elevations marked on each test, and the names of the. representative of the a oving authority and soil evaluator; t) 1 on and results of percolation tests including the date of test and the names of th epresentative of the approving authority and soil evaluator, name and certification number of the Soil Evaluator of record; (k) location of every water supply,public and private, 1. within 400 feet of the proposed system-location in the case of surface water supplies and gravel packed public water-supply wells, .. 2. within 250 feet of the proposed system location in the case:of tubular public ater supply wells, and 3. within 150 feet of the proposed system location in the case of private water supply wells PP Y 1) location of any surface waters of the Commonwealth, rivers, bordering vegetated wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines, gravel packed or tubular public water supply wells, ubsurface drains, leaching catch basins, or dry wells; and the location of any nitrogen �Frrv we area identified*in 310 CMR 15.215 within which portions of the proposed are located. cation of water lines and other subsurface utilities on the facility; n observed and adjusted ground-water elevation in the vicinity of the system; o) a complete profile.of the system; note on the plan listing all variances to the provisions of 310 CMR 15.000 sought lt/4 njunction with the plan; , the location and elevation of one benchmark within 50 to 75 feet of the facility which is not subject to dislocation or loss during construction on the facility; (r) when dosing is proposed, 'complete design and specification of the dosing system Proposed including but aoi limited to dosing chamber capacity (required and provided), ump curves and specifications, number flf dosing cycles and depth per cycle; (s) when a Recirculating Sand Filter or equivalent alternative technology is required or sed, 'complete plan and specification for the system,including a hydraulic profile; . t a cus plan,to show the location of the facility including the nearest existing street; u the street number and lot number,if any, of the facility; and v) the materials of consttvction.and the specifications of the system. . J b - f 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: 108 Hollingsworth Road Osterville. MA`02655 Owner's Name:. Brian McDonough Owner's Address:- 60 Randolph Street i E..Fahnouth MA 02536 Date of Inspection. „ . November 5,200Z " 1vL - Name of Inspector: (Please Print) Jain es Ford Company Name: James M.Ford Mailing Address: P.O.Box 49. Osterville,MA 02655-0049 c ; Telephone Number: .. (508) 862-9400 - CERTIFICATION STATEMENT a I certifythat have ersonall in ected the sewa a disposal, stem at this address and'that the i ormation reported p y P g . P y P 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 Co tionally Passes Ne ds Further.Evaluation by.the Local Approving Authority Fai s . . Inspector's Signature: Date: November 12, 2007 The system inspector shall sub 't 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 desigwflow 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 theiapproving authority.` Notes and Comments, ****This report only describes:conditions at the:time of inspection and'under the conditions of use at that ulp time. This.inspection does not;address howthe system will perform in the.future under the same or,different conditions-of use. Title 5 Inspection`Form 6/15/2000 page 1 i Page 2 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 108 Hollingsworth Road Osterville, MA' Owner's Name: Brian'McDonouQh Date of Inspection: November S.2007 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 inore 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;ii 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: 108.Hollinzsworth Road Osterville, MA Owner's Name: 'Brian McDonough Date of Inspection: November 5,2007 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 15.30:(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 supplywell.. 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**. Methbd used to detennine 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 pprn,provided that no other failure criteria are triggered.'A copy of the analysis must be attached to this fonn. 3. Other: 3 Page.4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS j SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 108 Hollingsworth Road Osterville."MA - Owner's Name: Brian.McDonough Date of Inspection: November S. M07 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 levelin 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 than4 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. Y ✓ 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 10.0_feet but greater than 50 feet from a private water supply well with no.accepiable water quality analysis. [This system passes if the welt 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 detennined thatone or more of the above failure criteria exist as described in 310 CMR;1:5:303„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 V — 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)pr a-mapped. - . Zone Il of a public water supply well If you have answered"yes"-to,any question in Section 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: 108 Hollingsworth Road - OsterWlle, MA Owner's Name:. Brian McDonough Date of Inspection: November 5, 2007 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.bythe 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. ✓ Detennined in the.field(if any of the failure criteria related to Part.0 is at issue approximation ofdistance is unacceptable) [3.10.CMR 15.302(3)(b)]: - s • 5 .,Page 6 of 11 . OFFICIAL INSPECTION.FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 108 Hollingsworth Road . Osterville. MA . Owner's Name: . Brian McDonough Date of Inspection: November 5, 2007 FLOW'CONDITIONS RESIDENTIAL - - Number of bedrooms(design): 3 Number bf 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): 1Vo 'Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL r • . Type of establishment: :. Design flow(based on 310 CMR 15.203):: gpd 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 lank,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 10131105 per 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: 108 Hollinzsivorth Road Osterville. MA t Owner's Name: Brian McDonough' Date of Inspection:.- November S. 2007 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.p Ian Depth below grade: 12,, 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: 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: 10" How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquidlevels as related to outlet invert,evidence of,leakage,etc.): Tees were present. The liquid level was even with the outlet invert. There did not dRpear to be any 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: Comments(on pumping recommendations,inlet and outlet.tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Page 8 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 108 Hollingsworth Road . Osterville, MA Owner's Name: Brian McDonough Date of Inspection: November S, 2007 TIGHT or HOLDING TANK: None ,(tank must be.pump ed 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 clean.. No solids were present. PUNT 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.): 8 I - Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS. SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 108 Hollingsworth Road Osterville, MA Owner's Name: Brian McDonough Date of Inspection: November 5, 2007 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS riot located.explain why: Type leaching pits,number: ✓ leaching chambers,number: 2-500 gal, chambers 00'x 30'x 2'-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 chambers were dry and clean. There did not appear to be any signs o�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: ti 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-_NO.T FOR VOLUNTARI'ASSESSMENTS SUBSURFACE SEWAGE<DISPOSAL SYSTEM INSPECTION FORM " PART C SYSTEM,INFORMATION(continued) Property.Address: 108 Hollinesworth Road Osterville, MA Owner's Name:. . Brian MY Qonoygh Date of Inspection: November 5,.2007 " 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.' k � O O of Gy ya; r 10 . 1 n , -Page I of 11 OFFICIAL INSPECTION FORM--NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTIONTORM PART C SYSTEM INFORMATION(continued)' Property Address: 108 Hollingsworth Road Osterville. MA Owner's Name:. Brian McDonou-ah Date of Inspection: November 5; 2007 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth.to ground water 30 1- 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: To o raphic 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 Wraps were showing approximately 30'+/-to groundwater at this site. :This report.hass been prepared only for the septic system and components,described herein. This septic.system has been 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 septic system, the inspection, this report and/or any components of the septic system which have not been located and inspected. 11 r, Town of Barnstable �p THE tp� s Regulatory Services �Rxsz,ABLE ; Thomas F. Geiler,Director 9� '16.19. •�� Public .Health .Division prED MA'S A - Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation sand interpretations contained within this report. In addition,by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would-be listed on the "Disposal Work Construction Permit". If you should have any questions regarding this report,please contact the certified Septic System Inspector who conducted the inspection. k Town of Barnstable P# lAt�6 Departime&of Regulatory Services Public Health Division Date D h� 2001 ain Street,Hyannjs MA 02601 Date Scheduled I&MPA1t/ ime Fee Pd. V/Z----- Soil Suitability Assessment for Sewage Disposal Performed.By: kr_ oall Witnessed By: LOCATION& GENERAL INFORMATION�/ Location Address Owner's Name Za YCG Address Assessors MapParcel• f 1`17 Eng,neers Name Inisp"4 �/1*1 NEW CONSTRUCTION REPAIR Telephone# Land Use G i 1`t / Slopes(96) �"-3t Surface Stones Distances from: Open Water Body (ILIA _ft Possible Wet Area�� ft Drinking Water WellILIA.ft Drainage Way �1�1� ft Property Line 38 R Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands fn proximity to holes) ' A1407-C.' 71,J0 i ES� vL S AA10 -i.)o P"C-S I-6T—AL_ %-k4 OLr S ! �9to Tta 1�. 5_l 1 rF_-;,,,. j v i ; C-01 Parent material(geologic)AV&,1aS y &14 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: / &� Weeping from Pit Face IVA Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth,Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. Index Well# Reading Date: lndex Well level� Adj.factor Adj.Groundwater Level,,,e PERCOLATION TEST Ditto�..�, Tune.. _ _ �- Observation ^ _ - Hole —" - ,�/d_- - AM -� Timo at 9" Depth of Perc Time at 6" - Start Pre-soak Time @ 'lime(9"41) End Pre-soak q Rate MinJlnch 1z \`J�y Site Suitability Assessment Site Passed_ e Site Failed: Additional Testing Needed(YM) Original: Public Health Division Observation Hole Data To Be Completed on-Back--------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the, Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistencv.%Gravel) ���Z '' G• 54/t/ NAZ 3 Almls Now (2e(-30 " ®yk DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. .4-io r7 •uo jo y23 Ner�� ,tl o,C- a DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ConsistencLGravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ' o Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within l00 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervlo s aterial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what•is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise nd erience described in 310 CMR 15.017. Signature.-,0/2 Date 4MM Q.\S.BP'nOPERCFORM.DOC TOWN OF BARNSTABLE LOCATION t O� IwII�ASS GJ6A, 2 C. SEWAGE# 0 PILLAGE D merv► , ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY 5-60 LEACHING FACILITY.(type)01' ,*GO 4A%Ld (size) l 0 X 30 X a. NO.OF BEDROOMS 3 I OWNER 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 fa 'lity) Feet FURNISHED BY A (34k { a 10 o a a Gy ya. 3 �a y� THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A , -- m / LI DATA TOWN OF BARNSTABLE UNg /�®�is a.,o�-�f /fly SEWAGE # V U4LAGE t�S¢syai�/�' ASSESSOR'S MAP /& LOT U ©� INSTALLER'S NAME&PHONE NO. �l SEPTIC TANK CAPACITY /Sad Got LEACHING FACILITY: (type) 51,a I (size) NO.OF BEDROOMS BUILDER•, �,\inrcD /et 14 v PERMIT DATE: ••1,/Y/-/ dp COMPLIANCE DATE: I U 13 f f D S Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S $ 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 w-o 11 O F 0 i No.� � Jr 0 Fee /03 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for Migogal *pgtem Cow5truction Permit Application for a Permit to Construct( . )Repair( )Upgrade(VAbandon( ) el Complete System ❑Individual Components Location Address or Lot No. O ner's Name,Address and Tel.No. /10 Ass W�5�5� Installer's Name,Address,and Tel.No. !/ ` Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 3' Lot Size sq.ft. Garbage Grinder(4� Other Type of Building MneNo. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 0�342 gallons. Plan Date & 5 O✓ Number of sheets C Revision Date Title 4 GlJ®/5>` . Size of Septic Tank ,(�/�C� Type of S.A.S. Description of Soil: 10•l'r �` Z 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 Certifi- cate of Compliance has ued t ' �oof Health. igned Date Application Approve Date 0 / Application Disapproved for the following reasons Permit No.,�In A=-, Date Issued --------------------------------------- �. No. ��' •� .� {l, Fee �a THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: T_ Yes PUBLIC HEALTH DIVISION'-TOWN OF BARNSTABLES MASSACHUSETTS 01pprication for Di5po5ar *p!5tem (Construction Permit Application for a Permit to Construct( . )Repair( )Upgrade(V Abandon( ) ff Complete System ❑Individual Components Location Addressor Lot No. J - Owner's Name,Address and Tel.No. Assess�'s Installer's Name,Address,and Teel..No. !/ {` Designer's Name,Address and Tel.No. 7/' �jQ9 Type of Building: p/ Dwelling No.of Bedrooms Lot Size / l l sq.ft._ Garbage Grinder Other Type of Building /�PS��t%9'��'No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow / gallons per day. Calculated daily flow J ® gallons. Plan Date /a /f D`'r Number of sheets ! Revision Date Title ,S rr° ®/�A 0 5 Ile, Size of Septic Tank /�/.p D Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been-is ued by is Board of Health. Ilk,Signed . Date Application Approvedsb. Date Application Disapproved for the following reasons Permit No. tip Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that t e O -site ewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at /°� g ASLr,/c%'/� 5�411 Ae has been constructe4 in a•cordance with the provisions of Ti e 5 Lithe or Di posal System Construction Permi//t-No. �5 dated Installer ).� 'd/6E Designer t, The issuance of s perfnit s all not be construed as a guarantee that the s}� tem/will untti,n.as des' Date I� � I� Inspector l/ 'ti✓' No. i�C�C� ,7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS &5poal *pftem Construction Permit Permission is hereby granted to Construct(` Repair( )Upgrad ( !/ Abandon System located at ✓� /G/ly` // ->GLri / ® �U��/ 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 off this permi Date:_ /®d/ Approved by r FROM :down cape engineering inc FAX NO. :15083629880 Nov. dl 2005 '10c43AM P1 ' Town of Barnstable Regulatory Services Thomas F. Geiler,Director �►nNsteecr, � 16 ��,' Public Health Division . Ap r► Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Desiener Certification Form Date: lPJ, -Sewage Permit# �J'60 7 Assessor's Map\Parcel Designer:J0 WL^- �•'� / neeh Installer: & /�-- Address: U. �. Address: ( ' 0 On �oT�y f 1151 was issued a permit to instal date P 1 a (date) (installer) septic system at l U d467�"(vL!/J c,lrnr based on a design drawn by (ad e ��i►� dated (desi er) 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. 1 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. SH OF M44,9,10 r ARNE H u, QJALA 1 (Inst er's Signature) Civil. in No 30792 s"'ONAL esigner's Signa e) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT.$I+i_ ISSUED .UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED 13Y T E BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. 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BRKFST o AS BEDR P AS£GAA ,. ,. s EFUirAULTED,VAULTED LAUND. ELEV. BATH ELEV. W. FAMILY ROOM R =qV rc_ __2 --I I ii; SUTE ---------qr-------_ r_____ -- AeoE SATH s— 1u Q u __ AUN t KITCHEN 4 b o Z r DINING BATH ELEVATIONS AT- O J - wROOM _j 4'O" 6 7�" 1.1-4 V2 7T 17 VT 4"-2 V2. 4_lI - J % VAULTED FOYER 3 P . = 'GENERAL NOTES AS.- 9 = q O V •POROH GARAGE zH op GENERAL FRAMING NOTES J_-- _j O� G�— ul m 4.. 4 I SQURE FOOTAGE r AT——a. Armsw SECIX�D FLOOR SG FT. o ja 4ANfm6A6 POCKaO w TOTAL 215 so FT CPT.BOAfS $O FT. rt 9-O' TOTAL 2BD SO,FT. DAE L9 Tj i rf som .. II� - - . 16 Lo u"',amuertLwL mveu�me.:m A�i.0 L4ewA cwnrs FIRST FLOOR PLAN s~ ' L`m_� r z '��• FRAI•K BETZ ASSOCIATES,WC.ASSIDNES NO LIABILITY u--=Ms^.ti?s� •n FOR ANY CHANGES OR MODWCATIOI'S MADE TO T/CSE i.y• o"""""`�'4'`s `� L PLANS BY OTTERS •'�'M•ae ¢�O OF: S a REV1510N5 DATE BY - - -r - #._ ..e.:L f-,n:urk e_.<:i. .•.r vr•_r`sk.,,,,,S•rpr:{;;:.sr...p'.-.x.- ..-..''_�.x.r •..q<. ,..r,..'.�..a«-," Yrot.u-:_.:Yaz`b..x..o,.n^w-r AJu�/4�k,•^�r p'oN _E- vo, �",'o y..5-•r.�srYL.rn-,aAu,oa s:,N.r.naF.,rA._r..EL` ��•.AaroveG.-eu+s�aX�.we?r y'ES>'w'K ro5w oAro Ar-:ArMOroam Ge-FA AecNae.F E e'-v/sEcLVF�o«PBe•a'-aAR z.'o.o.e_Cr.r.x r MoHG.Yeee I ArTAro a•Lr rLr6rr cE�•LL�,k�O NV1.A.,> O.=aLN<Sv LAdNOIw x.sC,.iC'cTw� .E .'•:.S�r,M1AS.v f O GR"-Ao�0N=_C-c-o.BwEC,'t®�1_E2 c.L.J eI M.LGM Mh—ylG I1N II I C1£Q4R B.3P-,RA'OdS r x. sa2 L_w•^d�kx 'D ia-s Yr w�z cVm EM V i _-SI.e e'.r fE oL o\s w1 'VN i•s �<« e, -�- J --e•_a.- ' t0« • Si FF,- S_•_`CAf NY a dCWOOLzOBDpLro YA 'TJw M1,IEO Q�QPFt:0<_n _1 d8 t,.7sI- ACE.ecleof PRt..�e e n• t��W[anInc. All r-TM1 P RR cn.CyhSuIe cem.Rr . OWli.n tn_f 1 � ring DY GBA,In 7 7 V2 6'_e V2".7 -0 " Ar 25,-O- M-O V7• IS-4 V7- 10 . BEDRM. 3 FAMILY ROOM BELOWC )) BATH ELEVATIONS v W.I.C. 3- -4 }ar -___-_-_ LLJ LLJ C. Lli W.I.c uILLI BED RM BE e e v7 -0J_5. I \ � . _ m If Lij —- OPT` --- --1 W. Uz - r� D -1 34" -7 Vz'3' 53/4 SHEET: SECOND FLOOR PLAN qB - <- ..., + - a .. _ FRANC BETZ ASSOCIATES INC.ASSLMES NO LIABILITY V •4�r " FOR.ANY CHANGES OR MOD IO MDE IFICATNS A TO THESE /� < .. � •d •. - - PLANS BY OTHTBS • '• t ^��CAL y e - 2 py 9.12'LVL Girder 'E " ply 9.1l2'LVL Boltom Flush PHD5 :18 PHD5 PHD5 a PHD5 - - _ 34 -EE:` underrool 5 ____ ____5._______________ -, _ dad Post Mth PC44 cap 4x4 poet with PC4d sap un112e.111ss noted�He ader ply 9.10 LVL lid, 5 PHD5 18 .]____ ,t8 18f 9f210 172 () _s '16 { i2 •12• 12 12 12' 12 .12 12 12 12 (1 _ 192 S 2 - _ p -12xs-m,Pwr Poat uP Mth PHD5 Holdown 5 5(2 5(2 L b 5" II Framing k 2x12 1fi'o.c. 4 21 H4� -12x5.1/2'Pwr Post with ECC6a cap es 1 2xB ceiling Joisls 25 2) Blacking(r/p.) _ S Use Csl6 snaps for lloo ftoa, ply 18"LVL top flush ' HDS c__.-_.. C urWar Fost Above wiln BC64 Oasa b, "lactic,at 32-o.c(this solve side) e1 Ily columns MN LCC5.25/3.5 caps,typ) ry - GUS5.50/10 Hanger PC64 6x4 Post on Mth PC64 - - _ i 17 _ Use SPd plate connectors 32•oc cap ply 9-f/d'LVL Flush HI-° a - '' for shad connection over beam 14131 �1B - ' 7 (2 l - C under 4x6 Post up with BC64 base oom open to above dx6 post dn6up l"Laly columns MN LCC3.5/1_5 caps(tyP.) h t 3) m t I(3)y c10 2)� ply 9.12'LVL ginlars x4 post up MN BC46 base - `J 4x4 posh up Mtn BCA base PHD5 (212x10 headers IyP '�1 H6� 2 ply 11-7/8'LVL' a 14(2) ply 11-1/a'LVL flusavrWer wall , - ( _ l xd Post on EPC64 t x4 post up and d B ce9irg jowls , m IB _ Wit Floor Joists 16'oc. l0 LC rrr -12x-5-I0 PPst uP M(h BC64 base ax6 post up'MN BC46 base 12 /2 12W 12 33 ri i -1/2x5-12'Psvr Col wish ECC6a sap xa post tip Mth BC64 haze , „ 2x6 ce"M]ok 2522(2} 2f3' 13 1 a L 2 st do MN EPC64 - 25 2) x4 post do Mth PC64 cap, 10 10 10 , Post uP with BC46 base 22x12s _.____ , ,r"' ii '_ _ _132 _ _ _____ (�H6 ll 242) L= __ _ HDS - 118 ~ H76(2)1. ,19 2 IS(3 3(2) .'6(2 ' 1 � T2Y cedn,,gg h''9her . 36 Ply 9-I/4'LVL Flush under wall above x4.9-up with BC2-2/4 , H6� II II III II I MSTC28 step over Putt 2 9.12'LVL rder - (2 6x4PosIDnMNEPC64 to resist uplift Py 9' S- (2 }}}111 r 0 2) 2)))2x10. 7 7 7 7.f 2) 9 e 9 217 ,i xd post up Mth BCA ' 1 4x4 post tln' -�.yY ref - J I I r �17--1 Ply 11 li4 LVL urMe wall above ' S\216(21 L My 9-1/a'LVL under wall above e1� f lI rll x4 post do MN PCA4 cap 411id • 116 Bbcki 1i __ - I, (2) J L J L t2 12 12 12 34 " 4 2 6(2 HD5-SDS3 Armor 9(4)tau king stud Cantilever HS 18(2) 1]�3,�ply 9.1/4'LVL Flush 11 Typical at each side of Garage Opening Lead Dearing wall around staff � 4 4 poll up MN BC2.2/4 base 5(2) 'f- PHD - �18 2 2 2 2 2 21 2 2 2 2 2 :2(2)2 2 Y2 182)�x ' 2 ply 9-12-LVL tNr - p.. ' 4x4 pose uP MN BC4 - ' I f I 2x10 FborJoists t6•o.c. Py 9.12-LVL hdr PHD EPC - V________. h B x4 post do M1 �0 2 ' , P 941IY LVL 1n1w ____ • __ ply 16-LILDrop _ - �(212xlQ Mr 4x4 post On MN PC" ' •1 t lay. 9i , 33 - v rl I' II • •• .J _______ ____________ 9 - - __ _ __ _ 21(4I 812) 5(2 # 34 PHO • dx4 posh up( hiplvalley �17(2 Use CS 16 Straps 32'o.c MN BC2.2/4 base \ pty g,t/4'LVL Flush (21. R wall to cell.hear wneacl on a Use CS16 Strap112'oa - 9eam-tO wa l above co-crion I 2 ply 9-12'LVL Mr 2 )2x10 headers 29 2) ' 2 2 2 2 2X 2 2 2 2 2 2 2• 22 21 2 2 2 (2 I- _ ♦ w 10 Floor Jo kt6 e.. - . Second Floor Tag List • - ___ Piodu41 3 Length' - • - 12x10 1 3 16 . i 2 30 14 . 3 9 12 (21=35 (2 , h A 2 10 - First Floor Framing Plan `2xB 13 i4 Second Floor Framing Plan 1/4" 1 -;0 _ 6' 6° -_ _ _ 3 6 1/4" _ 1 1_011 - Rrst Floor Tag Ust -- t 1 3 4 - !Protlucl Tag Dy Length 12 t0 2 2x12 1 3 24 2x6 13 4 B • ,. 2 8 20 'Boise 3100 Fb 1-3/4•LVL t`lotes. a i 4 77 i6 .9-1/4• 14. 3 26 - - 5 58 /4 15 3 22 ° 4 6 17 1z ii i iz Design criteria: 7 4 6 Floor Load-40 psf - - ` s z 2 Boise 31W Fb 1.314•LVL Dead Load-10 psf - 9-1R iB 6 10 Wind-110 mph r - sake 3I00 Fb 1-3/4'LVL &12• to 2 26 ! Boise 3100 AP 1-3/4•LVL - - n s too Floor-to-floor connection '- 12 2 too 11-718'20 2 12 1.Provide Simpson CS16 Straps at 32".6.6.for 1 st floor-to-1 st Floor walls " 3 z a Sol ea 310o Fb 1-3/4•LVL and for 1st floor walls-to-attic floor band with 4-8d common nail at each end. BPlsa 3100 Fb i-3/4-LVL 18' a zo a 2.Provide Post BC bases and PC caps for all posts,unless noted. _ tt-va•14 z 14 - 3.Provide SP4 plate connectors at 32"for stud-to beam connection. _ I 1s z tz I 2ne. 23 z a 4.Provide(2)full height king studsand(2)jack studs for all 2x8 and 2xl0 ext.headers - 1 zxtz 16 z 4 is sz < with.(2)16d nail per each stud to plate. ' - - Blocking 1 2.ID 26 2 to 5.Provide (3)full height studs for all LVL ext.headers with(3)king studs and(2)jack studs 2x12 n Bs ze a ,g2_ Provide PHD5-SDS3 Holdowns at each side of the opening. Bnx -29 14 's - 6.Use 2-16d nails per foot through the bottom plate into the floor joists of band joist. zxiz 1B Iz4 3o a 4 Use 4-16d nails at intersections. `. w 2x12 31 2 12 A e - Hangers 4 6 Girders to Columns _ j ^Project Name: "The Leghton-Model" U210 H6 2 Blprki U210.2 H7 2 ng 1.Provide LCC caps for all lally columns. 108 Hollingsworth'Str, 2xe 34 so Wall Sheathing - I 2.1 1.Use 1/2'"PlCDX with 8d nails at 12"o.c.and 6"o.c.at edges. � OStervllle, MA . - r 2x10- 35 72 - Box. 2. Provide Blocking at all edges. ;Customer: Pat Costello r.. _ 2x6 , 36 to - Hangers Sill Plate to Foundation - ! ! _ .JA7 f' 2018- { HGUS5;50/10 HI 1 1.Use 5/8"x12"Ancor Bolts with 3"Square washers at 39"o.c. Drawn by E-Wood Plus Inc. v HHUS4t0 Hz 1 - 12"from comers. -.---- ----..-_ . " HUCO210-2 H3 2 ' - ' .._.. LU529-2 HS 52 _ a7 - ./ U211 H6 18 :Date:January, 1112008. �- 6 U2102 H] 4 ,a ri i it ri i -n ___ ____ n - 1 1 - 2u6 Rafters ',,Ral brat on beam bebw - 2 Ply 11-7B StructuralRidge 2x10 Sleeper • r..h 2xlosleepa 1 Cellirq Jot 6 Iled with rafters 10 sleeper Post on ro 11dr ' a (bed to wall with HB clips-see roof plan) � - pN/4-LVL B.-Flush 12( under ratters ;' __ __11 II __ _ __ - --- ------ - 5 l J r4J L JL.JL JIIL Jr4J L JL JL JL Jr4J .. - _ A Post I h EPC64 p 10 3 x4 post with EPC(4 cap __ t (2 I r l f l r ,r l f. l r l r T r '1 r. 1 r l r l - - Usa HB XM Io plate Connettor5 k 11(2) ' ' hW H4 this eid a ad,,f each taller 16 1 6 II 5 5 5 16 Outi k—It .) ,d 6' S 5 5 5 5r 6" 16 6 .6 61 ' "6 '6 6 II _ - Vaulted Roof Frame first " on .1.L 1 , , r 6 II (I II. N N N N. 'I- - -- - --__ d 8eanng Walt Below-use HB(rattento-late Con ectors)far uplift o afters over-frame - a II 3 3 3 3 3 3 3 3 3 3 3 'S 5 5 552) 215•I '5' S, 5 �6 - �� II II a II 7 �I Il N II 6.4 poll do with EPC64 ply 14'LVL bOtbm flu II II II 1 InI ' 4z4 1 wkh BG base 4x4 Post Up with BG base 6x4 post do w�M EPC64:cap Use HTS16 strap at Hips and Valleys(typ.) f m under ratters II 6 up dg 15 Post slh BC4 base ' r II 4 4x4 post.uy with BG base "(212x10 pxlr i 12(2) 1212' 7 114110 14 1 r 1 r "�r .'.. , I1 t- _ _ __ __ _ III g lr,• ,. H4 1-3/4xt t-7/8'LVL HI III 4 10 Sleeper 4' .a .. 10=22J II•. 6 �.• 11 - _ 1 , .12 2 5 5 5 5. 5 5 _ __ 4x4 Post w1ti PC44 —1 it -.: z ' _ 12(2—_ _—_ "- __ _iJ r • 4 4 '4' 4 4, 4 4 4 4 .. w I II Post Dn — �'7pII� IIIIII') III1I�I' ..r i rr ' .II :.0 II I� s 6 6 6 g !II 16 16, 16. 16 _______ ___ __ I, fir 6 6 I II 1; P r , - i i Use—A,B Straps over Ma ii n Ritlge i - - 2 2. 2 2 P'. 2_ `__. __.__ - ^'.� r - ;r _ er sheathing unto,Od common nails TIA78 Staps - :2x10'Rldg rr ' I 11 a " r : 9x4 Post up to Ridge with(2)EPC44and(1)PC44,osl caps 1 ' 12 Hip Rafter __ _ 12- II ' h se " " r ::1(2) - :- 16 '.. 16._ 2xB Rafter 1 It - '' i... to resist lateral and uplift bads :... 39 D. .-9=-19 15. - ,, ... r H4 , JL JL-JL JL Jr4JL �lL •- OI2 i .. F______ __ 5 z9.Rahers 4x4 sl with EPC4`1 - 2 4x4 post with EPC44 cap U U u - ` W r T r 1 r- :SS l r l r l r. «. ... 1 12 Ridge {{gi�pp - PI 11 7M'LVL Rid Beam x10 Jl JL 'L J LJt i_ ` s 5 "'S 5 5 6 5 z) �€ arslrz LVLFaan `• 1 _ _ ` (2)2xa neatler - antler ratters se CSt6 Coil Straps et Hips tl V IIeYs Itm ' 111 ' • for spans over 6' .. _ 1 1 1 _ . 2--- spaled with Rafters - - 1-3/4 11 /8'n alle9 �36 -g , _ _i1- _ __ __ __ ___16 ____ ____ __ _ . --- ----- - ] -Post Dn i 2i1 t 1 x12 Valkyx IIIpIII �8 11+ 1 �15' 15" ' a J Post rtri -- __�-- ---— 1-314x11-]/8-LVL Hi 1 2 6 6 - Posl on ! - _____-- __ I l .. J 11 ll 121 ^,- 1 1 2) , eam belowt t x/2 Va lie Use LSTA18 Ste over .. o nrallers 12� " I'.q, ".Q32)3 rafters nth IIO below . 2x6 calla 2x6 collars } " = —2 Use HB ratter to pl t - ,. 24 U:3_H8 Gips 1 1 q r , rots ' ] 1 1 36 - .4 .'Post D. 12. I p 5; .n - .i� II Ridge 1 1 site 8 Ridge over frame with 2z6 ratters - ' 6 9.Rxlge _ - .- Post Dn PosrD.win.HTS16 straps over vallays(typ.) i D. I. 0 He6 ft r to plateconnecro se -- - - -- '-- 28 at c6.i d of 6 Ll , 6 3 x .r r - ., _ : ' 1-314x1,-;:6•Valley I 14 n 6 10 Sleeper. Attic Framing Plan I 23 ♦ 11411 1..r•.011.. i-, - _ B Straps x .� 2xe Ratl4ers 1-3/4 11-]/8-LVL Ridge1112 6 Use LSTAl ` t4 i .:. ., ., over-- .. . . .. r .1 �1 , .. lax:. - n Use H2 5 dips t- -d 1 h rafter. _'y Typical,unless spec f ed o e i - nvvi Root Tag List• - - - ProdtictTag Qty Length :F 2x10 1 8 26 • ,• j 2 4. 24 d Attic Tag List 7 22 "- ProductTag 33 Length 4 i8 20 Roof :'.FCanli.n�J' Plan 2xod 1 Qty. 14 5 40 98 , F 4S2 ,18 ,2 _ 6 44 16 - _ 5 27 ,•,4 9 22 10 - — - .. '6 - 25 . 2 10 15 8. - - :2x6 7' 11 -8 11 13 6 - 12 13 5 2 2x8 14 10 12' -A t t -Boise$100 Fb,-3/4"LVL - - - ' 9-112" 9 2 12' js 15 14 10 ^' - .__.__ _—____ __ _ ..._... _.. .. __ ,16 10 8 Notes: . .. ! Boise 3100 Fb 1-3/4"LVL - 77 "2 6 - l j 14" 10 6 18 :2x6 19 14 4 .. 'Design criteria: 1' , 2x8 11 .2 B Gould Snow Load-50 12 -14 a _ ;Boise 3100 Fb 1-3/4"LVL r psf max 11-7/8"20 2 26 Dead Load-10 psf F 2x10 1a 2 d 4 • 121 2 24 :Wind-110 mph .:... r 22 2 22 l i.6locking 23 2 20 I Ridge Connections: - 2x8 1 is 24 ''-i' - 24 t t6 1.Provide Simpson.LSTA18 Straps over ridges at 16".o.c.w/tOd common nails Box I Boise 3100 Fb 1-3/4"LVL - Povide 2x6 collars in the upper third of roof at 32"D.C.with 3-8d nails. .. ,2x8 16 ' 64 i.14' 25 2 18 , r _s - - Hangers Tag oly - •J - - 2.Structural Ridges must be.secured with Simpson PC post caps. - { LU82b H4 75 1 2x8 26 1 to 3.Use HTS16 straps at all Valley/Hips-to post connections. LUS28-2115 4 I. ! 27 2 6 .. Project 12x10 28 1 24. Rafters Connections: ` j 30 2 is ! :1.Provide H2.5A clips at lower end of each rafter.Use H8 rafter-tD-plate/beam - - t . P o'ec Name: "The Leghtton Model" i 108 Hollingsworth S r- 31 1 12 connectors instead where shown. OStenlllle,:MA 32 2 6 2.Use 3-8d common nails at each rafter-to-ceiling joists joint .Customer: Pat CO$teIIO . 33 2 a 3.Use CSi6 straps for all rafters at hips and valleys over 6'. - - e , T.qi, 34 z 2 -a '2x12 35 2 16 'Sheathing - 36 1 14 - - Drawn by E-Wood Plus Inc \ - - 37 t ,2 1.Use 1/2"CDX Ply with 8d common nails at 12"o.d.and 6"o.c.a edges. ' r - 1 1 ....r - - ' ph: 203 91131 439 + ate:January;,,. 1 2008 k . . , DATE BY.. .. yBAFFLE N.O e. , �. • " " . - r w _ , 1: I�NLAT/aV AT 1CD •, •. r ROCf1N3 FH.T b� }. - • 1 F. '_,�' . Y�. _. _ .. A • T PLYWOOD QECAT.BG a - .. - w . U 1 Inc. -A- 1 REOn - • ' .ij,er � �. - Rep o9d 1 SLRPP 9 S 1 vlRmlal' q r Ih E t DVt a Y t •... ... II . r ... - : T_4.. I II C Ih Il eh MPrahm �JeD clM hneon e .. , .. r • _ • „ , 1O� tt 9 by 111.1, •. • ' ::, � 6rEA)YN a PL. ., SiM.C-.LES r� w. ' AdP9nG FELT ,I .. I � SaaeEm IfBAYlnt�lY 'SINGLES' ... IO RbQ4.,G FRT I x O FAKrA /K�T,G F8T '- > ie ROpcyt;PELT h YN57OD CEOCMi � - ?w 8 RAFTHK. ?w b RAFTERS gl;=. PLYWOOD A�OW+t'3 ?r B RAFTERS S�Ar - r�l' - z x B RAFTERS �L As aEon - e..00:no won. rb" - PL rwoeo ere.aAa et - •. ro a.rrN FAsaAs SEE rb' ro ALIGN FAsoAs sff :� >i••r r - - ' B.eACE AS REoa BRACE As,�on ccvr. .�, wncATxcw.AS REon. eoARn.oro eATrs+ I:sTCA nnv AS ' RaTCA rlav As.aEoa ?w B caR.�xvsr r ceofTw I.+cxeanG - o - . 2 w B¢G+dST vau.ATldd ws REoa . '' I r B F2IIE � 9E rHNG •DECb/JG 9EF rlIAG %BL�f�T.ISI, M1 ..,�. • 9EA1rNA3 9EA>lB.Ci 9YJM/G - x+B FASCIA -. ' IxB FASYJA Iw B.FASOA FLA9Rw9 :n. - - �� . „ Gx/)THt __ bYAT -._ . SCa<FIT _-_ •, _ ' NP[!/2"REVEAL " �! 'NN 1/'••�EK x A'9't//2..REVE� C61Y,F+ • !N-[1/2'"REUFU'FAL m GYm.VEM Q2PCAP 'D,x .. , �. G'dJr.VENT l 7. . CONT� .. - i 2 x 4 OU2Oal'HY o •;'1 ?r 4,QURIJdCER_ C!?FROM i-' .. '.:2OQw Y4T OVIl_OOK6P )r 6T V-GROOVE O . - ?x<ONLOLX'6t . h � '.. S CROWN AADlLpn.G rµ Y4 x II.BA.O:. S CROWN I.faLLTV>r S'G bWN NIdLdMS w .. B,.• I r B FaE2E o )x B i QE i I r B FRK2E " ., S G:eowN.�aGW_pN5 ® . .. .` ✓ ,- ,. c ^. ,;k .. ;. BLocKR•rG Asa N t Ix b FRIEZE WN NKRiLWG .,rr",... ,n •• r ,. r 4 : 9nTG - w P. ' ql BLobmG AS REOn I r B F»'EZE I . FLA9R+G .- , ,. ,.: )� '. :' N47OCO aYvENT-.r -Y g - sTq•E VEf� • , o �° � _ m e. WOCD T_ g BACKBAAD 01BJ)r< : o'F�'g' F � O 'I-r J B-Brd,E JAGC ARCn �: Tl"DVA/,•FrtF n 3 'S ., r,$:.f, ':. Off � i n=u IB '• n: RAbHNG OGRYC CCYU.N. $ BACI�Arb OVHP I r 4 4 y V '. - .. P �a n• �.. - o R ij - crce.nm o�R x r< NorE'SEE Lac t s+r..r 6-.' a Y � '. K,� -..' , I Paz cavrmu+nav ` o roR.c sra.E PAvr s , '1 CORNICE DETAIL PORCH DET A I - AT Paxr.• T, P. CORNICE DET. �1CORNICE DETAIL 5 • CORNICE DETAIL' 6 CORNICE DETAIL` r .. .. x FRANC BM ASSOCIATES,NC ASSNCS NO LIABILITY ..:T_ MAN BODY,PITCHES 44'-0'" : - - FOR ANY CHANGE OR MODIFICATIONS MADE TO THESE Y- - S ", L*. �•_' ,. , « 'a'. PLANS BY OTHERS w 12, IT yl I " 2 NOTE'�RAFTERS ARE ' A I b t ..' > s• x . - `.--: !+-a fi*:' 2 x B¢G.KMSTO .. a . - - _ y OF CE/LING✓GISTS '•;.r s�ArlrvG. - Z ^` ui SEE DETA/L S"" - a J 3; cFLa.�Aasr ..:_o F r ---- + C) F^a _ mw AM RAFTERS. ." .. _ L, ' r _ a , VAULTED STARS. aAE A. `. /6 RISERS_�7 5%e.. BAGrB .• - a OVER x FOYER _ VAULTED �� z TREADS ^KJ . AAo �I , z FAMILYr ROOM ;> o : PORCH F_ 6R AS LRr-on sTA/RsBzacE wAct_" - , �'� . TAIL - LRE a a: CAMILEYHI /6 EADS d - r, TREADS O� I 9 C CE DE �/ Prof cw , a TF�oa,+ °� -- - - Q V 2 w Dm m mo Y �P o 16 MSERS L^7 5/B I M n READS DECK U M T , e o o _ I a _ r 0 I T ni'sE-rtS N 7 5/B•• OOR T .bT Ft 0.'1R LEVEL TREADS�ro„ - r .e « " R.F p ASa1 � "' - HY: PLO CK:aGF " UNFINISHED - u « n _._.BASEMENT - ^ e . , - • DATE:4i24/PB Sfl BASENET+T FLIT LEVB_ ��� J SHEET: ' - q 2. STAIR .S'ECTION' •; t TRANSVERSE SECTION [=1111EGA111 FLECTA T c T/ON IF ANOTHER :Cj �'y c` 5 D,BUILDER SHOU!•D �< G r` T/ON `��GA L.S� - . . .. - COPVR.CM®]GOB BY.FRAeK BE 1 w40dNTE£wG uOT TO BE PBROnIL£D * e 5 " y, K � .:•'_ - .:. .. .. � _ ... a..,. .: r. .. y I - ..- : Cop iygggM1�nnt franM Belz Aaxiotn,Inc Y • n�� E _. .: .' ., ! .. •- aep�oBuc�tlon,Cppymg Sde,WRento,' . Lcrosm Y th 61sUWut an a ' LPE OF WKL•. '}' • r -' �r a MANTLE.W/ • - a 4 '.'_. , �' - v � a _ - - e I Ne Won epictee M1eieon - i - vA•EL MO=CO BADE V thv ' LRE GF WALL B Stnclly PraM1O'te6 uN®a upressly - M m.Morize6 M mWg By iBA,Wc. vAN9.�EEC d-Ol'JVM OVER' 3 m + wi Pare.n.=ou.D 9.V4• v, \ I N � � � 4"GROWN �. .. 'S B.. - _ I a v 'l > - ' O`er • Y mNEF>ED BASE cAw a ]<I 2.. • • A,PD sT�iLE t .A I 'b^WOOD '..-.. � N•W N i . ^ -FKLET w/ - I FLl/)EA)r 6 P2AS 6v _ I MANRE MOu_D q. • r `•.•r11 i - x - /r c wom Pd.ASTw r I h srEEc LrvTs.. I N T V4' O p Q ,srerE'suledno- f 0.. 0.P/IX ARCS/Ar0 I Y • SLATE MARBLE OF , . .. J1 I suRROtM �. r , :.` .• 3/4.. 'I'1 I r# I;^ _ rl. , 1 - - - • I J I 'mod BmaC - I I B,. .� 3 B . , 12" •.� h 3 I M[• 0 r P 3/4' , ae�rTfr- c Y 12E AS B^EC - wi Fowl ocK rcw . . I �• _.AeovE V t :' I sLArE nu/E.Oe - .e BASE wi 1 � q.tm/sra•E rEAFTrr r . .a"COVE MpLO .. r CIXRSE \ PROFILE - ELEVATON ' t PROFILE. ELEVATION e ,- r E ELEVATION PROF/L FIREPLACE DETAIL�A n FIREPLACE DETAIL B.:. FIREPLACE DETAIL C ;. } . , '-: y. ',•.... : i i.. _ •` .. a JerGLES AS BRK SrP.V'1_ES AS SPEG� d• '® _ .L •. •... u • 9f/rGl_Es AS G :d.' - - }'{ ROOFY.Y'FB.T AB EOD e - - .. FELT AB REOD -..., , .... �ROa=tv<FEZT • '.,': .�. ..�4.''� •, R r - S-: .... _ AS ItEOA AS— r. - " ••' - + ° r - • - Ab£s_PER ' T RAKEMGR/-D A° P/T VA?E3 TEFS SEE FRAMhGII 'r CN VANES. RAFTS-SEE FAANMG + , L.:. • Y ._ . FRAMAG. M"OC' : 'B.EVATICW r B FAKE '� ,,,; '. ,.. .. _,y . e^eRowN oeEF � NOTE .vwmnAa,r PRq^ER , _ .-•r.. '1 x B A/�ecwRA ;- - . ` ,bOTE MAevrAlN Prd�PEx . • :. .. r ^,.I 1 r.B FIb¢E Q.EARANL'E FOP VENTAAT/ON - _ EAFAACE FQP VBVTLAI)aV r : 2 r 6 Er0 ROCv-TM1G Ad9TERML I.6t<.ATIaN .. - SA�OA� FEOA d n � p 2 r r • � - ..- 1 x B F�E �a •. .OGEE GUT2R OVER'• �`O: -- GUTTER d OONT6POUT5 ': 'NO •• •' GUI •• - '� BLOCA'TG ASREOA l r 6 FASOA RR PL QR P r a OI/ILOOKER i'� - . -4-GROWN 5 OVER t aCUTL OOK9l �R epc C :. ��- STLC'CO AS SPEC '•.. - 1 x B FPo¢E .• -r - .CElLWG Alsr ?wB FASCLA - L e.G A'ST.- 2r B FASGGe ' .. y -�.._ BFF ELEVATfQV ... E AL B-EVAT/Ov EatiAL ,. NOTE:Box cavni0= � Our s wi Beer - } ; r Aw SPACE - oR sTp,E > ri \ SECOND FLOOR' sawrwi j > ie..• PLsoFFlT - .. 2 w 4 Sr1O3 AT', •. SEGOAO FL- 1 Fp FRONT,'VIEW_ S/DE V/EW - --Al— \�c�aowN nAcB ovEa - B.gs'E As SPK >H FRIEZE BOAFD o ~ g$ . A 5�vLAN a a d - - AEFL�O EC -•..FM E OARD - _ ! AS S-Ar ABREOA TYPICAL ROOF RETURN DETAIL ' 2 D i ",� i RAKE DETAIL . Y LR L Bea AB REmA K Q � "' s FLOOR.A5T- SEE EL EAnON.vb Z'R L' S. CN ST4C—AS - r F _ ern PP sRE DTp-OC. - • O+E VLa ER r . _s _. R FR,an.R/.G�• A SPK - _ - AP WKLKcw .u`Q SPVAncw - W » as ./ _ _ r '.• _ _ �Y WGS d w e SPEC-SEE Q C/OAT/ON- _ d A, DO.eLE TOP PLATE _ ..a I Y2 CR LL QN � • 6T ':• > -. cEiLxw^5 ALL W a a-asiws, u-ac. vL OP AS REO WSLLATIr?v 2 x 4 TOB AT M"aC,` 2 e BTILIs AT tl_'GiC •..+ NOTE STOP OF WKL a(9NG BAIX- Y ELEVAT/av \ f : AS REOA' QP AS REOD. •- As REODFiPST FLOORS ^ P S. • 10 wwF mdLLA B.�'OD _ O,v AB REO ,A.e Y :5 S o p q ✓M1 2 F/RST I y_ a Y Ar0 _ Favar _ . WstiAn -D P d �Q•E FRAA.®AI,O L 8l nCw yy s SPK. . - SEE FRAMAG REOD / _MN • a C6GY.0 AbB-W - 2r4 PT PLArE-SET .::P -2 F GARAGE. , a - _ _ _ _ CCNT BFD o<SEAL.VVT, FE FSEESr- p W Cp 4 . ". ,• ... pq .: - _ TB AT 4"BTa BASE ,i " r 24" 4" m 0 F > IJTS 6•:X 6'"•/p/lOW.w.F. - Te. • ASStA.ED GRAB - ,•.I T q . '.• ''•S hOTE BRACE TOP OF WKL-0 BAGIr- , :.. ../ : . - 3/4 . a — Bn/T � CTivE CO 4NG BSMr E-�G�E PLATE - - FILun�Aw wrrc.FxesrFzoaR 5 • s • - - 1 II - U�U _ �mL L W - r 2 r a P.r.PLATE�. ..-- _- FRANFD Aro DEGeEC £'f .. .,. .,.. = �.`n OIgUy -�- b a`soT g Q ! en a I v,a, .FLooF ASr- II' I Fn9srK: �..; A. rcr.E �U »2 .. ,n a "ac M;a. Ts ATFxa,,.N� y,x _ g TS A a w u P y > _ * . VAPOR FETA%'1F z .. 6 P.T.aLATE .° - COCE AEOFOFIX y-. .e SAT a 6-O'OGMABX« •- O BARS CONT . . - ,CCN,wACTE-D FILL �� .. MAT b'OG FK?RT. 8' d"�BTp.E BASE - - ..- . - _ \ - G.0 - -' B t p VER_T 2.. MAT¢"O VERT:. a CQWACTED F2L `. .r° '* 6�-OJ_AhLl 1e BOL 6: FIX�An� aSe // p BASEMENT• r >S AT MW • V YR. Lna'BTlR19ED.SCVL J ASFr.®GRADE ,N O 0 - - > . ,. COI,PACTED FLL ~.. P Bi sEA.ENr. 2' WArE,FaP MATb-a�:RK_-Fr 2.. - :. wAL� • .: ` .. 7 - . .TYP. -WALE L SECTION .. _ CA,VPPFOd G As 2.B BARS CprT. • a f ' �' v2"EAvnNscw:. M DowB_B x ae 'Lc\� • �j"R r. �.. 3/4" 1'-O" TWO STQ?Y ON SLAB • Kw%rEMAA�L !Bl/ ForA L s � P { ;•-. - AV'/T MATETBAL AT II'aG'VERY. _. MAT P'aC.VERY. �..._ �, wA]ERPROG==HJG OR' AS Id=OII a "U ' d' W/ • t CPVC • - c M DOKt35 r OB- - p. ww.F_ a _ Lw.G AT y ..• a. I • ,. ; wArEFPRoocs.G GR � • • '... ,'� .. LOCAL .,. • RITXaE BOARD.-SEE FFAnaNG r,. _ .(FLR L • O ROa9AG AS /t=OAl �L TEF F L _r U p :p r a —_ :.-� a �': '.-� ,; •5 BARS COM. GRA P8� E - _ SrfNGlES AS �._A¢B_—L OV. J - OVER I _ ! - _G VERTiCK�I L. P ... \ �.. • CPAN - ROOFMG F'EZT AS REOA. APOF FETARAEP '�" Cr : i.' yi P r»bm oK As REOD apGax FAB BPERm aFAN E m y y q _ I j _ _ • III \I 0srorE BASE ,'d \m m U VAP • _r, .•... .IU. Aar vRn�c-R As FEoa.Fae Beoc U >6 m ._ ATlav cw ra,E�EDGe O p B • vfie/,.ETER CRAWFEOIIF� k FEt r aJ BARS COrVT. .� ° '.y - vER LOCK COfi= u,CYsnld3®BOL ; S �1✓�6.DOHWsvd/Ts - - r ;d Y W m '� c' "� . pETaI�F� 2 NOrE:wKL RPNGIParG S sz®FLR A n.zdAn,.a/.z 9-I z/B reGNT.GfIEATFF rsGNzs - NOTE WALL RE ORONG/S 9ZECI FOR A MAX/A.R.PA 9-1 I/8':PEIGM. • ,• ° sr._ -- ouROC12+F _ / Y _ ]/B r 4 REOVFE R AEsc By B cCER GREATER FE/GHTS RECXNRE REDESGN BY BGLDER AF F A M \ht7 TE E L A ORCI G IS SIZED OR MAXI W 9 1 "FE/GI-/T. CN-I m G O . y FGR PL A TS REOfNRE REDESIGN B BULOER. E4 w Z' GARAGE FOUNDATION WALL DETAIL w STOOP/PORCH-'WALL SECTION `AAA .f . . - T_o.., ..� TYP. WALL SECTION o r' rt ,. a,.Y ', .•. FYRST FLOOR I'—— TWO STORY ON BASEMENT r v "ir 22 -8 - • •,... �.. 9 8', * r ] m_ y�_ MOILPfvY'.OVER d'.N ter.. ,N /,6W_Ar/Gw A5 RE0At., ' _ �• AS REOII •. .. r# • �ROaR S�004 .�s r � J j T �,AING aR �E ELEVATIaY AS Sff lRANO.� _ i - SEE ELE ` _ HY:F8A CK:f8A {y I LKKT'P® - S V i r .. x I• _ 2 x e P PLATE E. Al REOA� L d�-r 6" .WF. -CcwC AB Wi Mr TE TE sIEL '. '-o aG MAX a r As REoa. 'a r 6 P.T s2L .• B '� i. no Al T S r ,• , DATE: a/K>/G . GAL V.NET 1 PLAN ,. I •> - CwvED BE- ° _ f TEWNTF'JaB.D \ - • 'kJ. BEE FFAMAG - AT KLs Y ..P CtxOPfTE P6P • APOR -- . • C�a\CrzE7E Pi ASTER. 3 =0'A__ w AS SHEET: • .. .. RETARCt9t - �- 7�F O A o m - gg , 4J APCW RETARDER y„r� r ' 0 U -. A OR �TARc�R �g�� F o I vEx B.. F.L A . 2•B BARB k UIIIyyyB 111yyyy r 4 oU . , BTt V® J•B BARS G'aVT' Ba STGY,E 'f J.5 BARB CpJI..a I a O • 'OU : • T - tl ,. ! /PER LOCK CODE •. • �S—/ pEp LOCAy COLIE `- REOA FOP BF/IX. o" , _ / � •. - y OR TOAE LELXaE -x ... • r .. , CRAWL"`SPACE PIER DETAIL STEPPED SLAB DETAIL -.GRADE BEAM DETAIL TYP. WALL SECTION` - . `" ` COP C+ff®N94 BY FRANK BETZ.ABSOQATES INC..NOT TO BE IETROOUCED ,. T-O_ S/d"=r O"' 3/d,.=I-O•. y/d.,-/_O-- O/�STORY ON CRAWL • .. .. ,., _. y - - �^Pyy.�gNM Nnk R t T DuWcal.lnc . Rg e I .. -Y L.APP.POYEDx ' .. Y L.APPRO "D ' rt L.APPROYID Reta�ueglbn.CaG)JnA SOIe,Rental. .. ..1'-6•• .1._0.. #. I' AcnAsr ue ,a Ndrm+aw9 9 YtN ne»I ! a ARRESYER I AR�CT>� N Str'ctlY PrMA IW' >m Y + T-6- Z_0... • �-- { 8.9/4 VARIES s 8... 2.-0.. 2.-0... r PER out�orrsetl F rAtMg EY r90.Inc. r SLOPE CFNd.EY GP_ . � AL 2 r e -: a SL O-M,/.Er__PER ' T CROWN r cRowN I I - Q are a n d _I I O MArvEAcnRL�• ` over r w e RIB® /// /} Q' T S'OLDCR CIXRSE Y4 w a . TYP./ FEARER CaRSL' Sxd r d COIe,AI O Ea19L �. } �1nn BOARD BEYLWO L ?�d Sr10 WAOn O 2 rAl id-SRO WALL ® - r caowN wi J/ 7X PICTr1E NIIXLD • a_�� ?"APRCW \ e4 E AS REOn e9AGE AS Ri�OZ] 4" 1" fl4AfE AS REOA STEPPED TRAY DETAIL ANGLED TRAY DETAIL + COFFERED TRAY DETAIL CHIMNEY CAP DETAIL CHIMNEY CAP DETAIL CHIMNEY CAP DETAIL '+� ..=r-o:• "- ,.=r_o.. ... aereK va..=r_o., sran� =1- srueeo rL-- S AS Ecra ecocxiaG +. D2 Pa nAl A9VARIES -A�+en-oa PL r4C'AS RE T.M S RaLYWOOD915V-ATOv r REOIIA-00a.CCROWN DETAIL SECTION AA". awaWN'. a"SFlai CE GSWGAT S1.1/2'=1=0 .: Y. AOLASFMIC' r. BA 2 I/1 AP?aJ S CROWOJ - 8 N �9EA]HNG F Al �STG - . , r r d SSvnG I r B RUTm d 0 " JJ Al SPEC. vLASTER '2 STIQ �[ >. 6 " •. VIE— MfOLD I r a - � 2 ,. RaJ BASE CAP 9K]E A I r'REVE __ 3 6 p m m .. BASE CAP a M«LD .o - zr' 'oEPr Xb 4 W s SGEE FRAMr.G LLJ a w e eA.� U) Ira BASE eAse of F .. , •ors sarAo� i caow,v,�.racD'NG r 5 ° .. L— ^ " v,ae Mono s.,vE Mato oP Mou_D .. § v2 G �FRA�sr '� I I I I x to n� - -.. J•,. _ 6_6��u ti, BASE �E �b ; I 2 JAMB DETAIL s SE TION 6 TRIM DETAILS SECTION BB OPENING/WAINSCOT DETAIL Xe 2 D2 -I'," 10 € F' 1 I1 I SEE 6.Ev. ° ` 3/4'-="r-o.: - .r F: vD, A sPEc I I _.I D2 D2 - 6 P osT C�YRFMr®F94 BY FRNtt BER AGSpOATFS.NG.NOT TO BE REPRWUCEDclm.. ;, Q �ocy@ I' +;§\rL - woaD ( or+ae ores �wEL Pasr '0 1 'ca�0'TION � nE'wEL Posy taTERs i t F i v GE 1 m. 6 EVA T/ON A C-LE VAT/ON EL ,.. - LSTERs o @ w Rove) AssA sPAcwG o,=eAc 4.. d-sP.�< I I I m To PRaaelr PASSAGE :. 6 BAL L5T63 , a .. OF 4'"�FERE -" I I I r EASE CAP O✓ER ce m �Q L aSTAM TREADY e.fa TAM 1REA0 1 ON STRONG RE yDr g.SPEC V a O 0 0 POST m m r � a. .-- -' G06� � _ ' 1 SF®GRAPE �ti lJ U�Il. I '1 a A ti �� B FL ASTER, K m ,. d cow MaLO I. - : 1". r_p._ cE CErALv m BASE ec-Low. - r.'.. i W N y - •. GLAss. l-- 2 6 1/2" -6 V2 , .. c J 1 ..snrvHt DOOR I T D ..i A , v ... i _____J l/2-' U - 0 3 \\ I. FACE CK Wx�J i FACE c�w.aLL�r ------ - avT ro our $ (z N r w.v n ,�ADeRAT= .• PExLarc r WALL SECTION 4 JAMB DETAIL. Fp K. r I.v 1 .Tre.. tact= 4 ! O 'ry + J SECTION O-EVA - - _ . SECT/ON ELEVAPON T/ON D STAIR TRIM DETAIL A STAIR TRIM DETAIL B . DECK DETAIL. DORMER DETAIL A E B o asm w VJ pa? 3/ r O" � p':n� rro" - p: - ++' ".A SOME OF THE DETAILS ON PAGES O/AND D2 ARE GENERAL SUGGESTIONS AND MAY NOT.APPL Y 0.41 to- 'w. � •' +' � - TO YOUR PL A/°L�THESE DETAIL S ARE PROI?DEO AS A SUPPLEAiIENT TO THE SPECIE/C DETAILS °A ISOMETRIC SHOWER-.DET.AIL -. .. PLwNrsaF " - , - '� WITH ON. L DES/GN IDEAS FOR.COMPLE + ?" /OR HOMEOW/./ER W�G A00/TPURPOSDETAILSa N /NCL UDED ON .. _ ♦ 6"6' rro.. BUILDER AND r-O" !" •. ,.,. P' - vP HOME CONSTRUCT/ON PROJECT. E OF THESE l$TO PROVIDE THE TING THEIR z + R - -cRowN nna.L ovse.wRCN -- . -. ARC/fD CwEVF.G wi FK�wE cA� E RAn s K:FBA T Y:raw b"W0.'1D TRT.1 V p. " � .. cvla WxFaow 'PLANT.4ELF 2 9'-O" ARCrED RECEs40 PA.r3 2" N " P PCFwr'sELF woo0 PYaw H C I. - s - _ CPENhG% + �W/PAnEL Md.CD W000 PLASTER n FOWE CASrNG 1 _ - I aT� _ + .TRwz BEYa•O FILET OVER 7 V4'_ AD.rtrsTAeLE DATE:J/W/Oa ' COVE r,.ADtLO ' '. .. _ J/d"FLLET wi 8... 2' .. AnzR:TA&,E AD..VSTABLE . wCCO SIiEL VES , . # I •1 "- r r O BQ.OD 7 V4" wOOD 943 vES WOOD SFl1 vE5 �' ,. . O' er ' COVE N,OILD : - m HOwECAShG T Futvtw - TcACE - SHEET. + U ..WOOD TRM P�C'TIRE MOLLD £ ` ✓ S £ vse D O ro Y _ eABro.ET t RA281 PM6_ • '. 2 "MN. U � PLNTH BLOGX CARNET n9PET W/ IIII� _ 0 FE.IRTN ` DROPS JO�i J O T P. - , B/eCK -OJ .. PK'TUE MOILD cneac-r wi � � � h ewIX rFhePr �_ a� _ / 3 e/�iE CAP OPSt BAg I w bPAI�EL D ' $� S.aE MOILD � � SFL'7E NZJtLD a Sff Fr®LACE - 2 ' �. �SFEET Ot DETaL e Y 6 ARCH. ELEVATION A ARCH ELEVATION B INTERIOR ELEVATION A SECTION AA INTERIOR ELEVATION B SECTION BB S - OF 2 x k SOIL ,TEST PIT DATA: P-11102 & P-12066 EXISTING TO REMAIN DISTRIBUTION "BOX DETAIL: . NOT TO SCALE ' " - 1 E NOT TO SCALE REVISIONS ° A DETAIL L LEACHING SEPTIC TANK DETAIL: ` x4 TEST PIT _-$L" TEST.PIT-L2 ,a • - •. GRD.EL 29.7 4, CRD.EL. 29.8 TEST PIT_.4 .. TEST PIT�7A - FINISHED GRADE �: - - `»N0. OF OUTLETS S, 'PVC.PIPE.. 49.0' - . GRD.EL 3o•a 1,500 GALLON a - ' EST. HIGH GW. 78.7 EST.HIGH GW. 19,1 - GRD.'EL 30.3 . NOT TO SCALE 1 - EST. HIGH GW. N A EST.HIGH GW. N/A NOTE t.INSTALLER TO CONFIRM•TEES'AT INLET @ CROVQ ABLE - Y WALLS I NOTES _ °PROPOSED ° 0098 e o°+ o °o a 80 1 f NO. DATE DESCRIPTION A q '' OUTLET AND CONFIRM RISERS TO MTHM 8' A. ,+ °o STING EXIST) o ° 0 LOAMY S ND ' LOAMY S ND A F OF FINISHED GRADE :_. n:4... •n..,.,:n.:: - 1.OHST.BOX 1D WITHSTAND H-10 LOADING °4flr. o o LOAMY S NO 56 _ 1 OYR 3 3 lo(R 3 3 S ND - UNLESS UNDER PAVEMENT,DRIVES OR ao p0000 vo °o o 0 O O GENERAL NOTES _ 6" 8• IOYR 3 3 t2" 3 3 /0. 2-24'DIA CONCRETE MANHOLES „ T TRAVELED WAYS WHEREIN H-20 LOADING ° °° S00 GA oON.LEACHING DRYWELLS 1 ° 1.THIS PLAN 6 FOR DESIGN AND Y '- W/PETAL HANDLES BROUGHT '; .TdOF FlMSH'GRADE r 'r 15' _S/IALL APPLY. , .. ,. °°°o oB 80 00 0 o CONSTRVCnON OF.THE SEWAGE B - TEE TO BE UNDER • ° 1DISPOSAL FgOt1TY ONLY- LOAMY SAND B B M.H.WENMC 1 MIN. - . , TIE'TS� 2PROVDEINLET TEE DR BAFFLE WHERE o o° oe o ILOAMY 5AAND LOO<M�Y S BD - - ....... SLOPE OF PIPE'EXCEIDS 0.08 R./FT ORS t 52O' ' 2UCTION METHODS ANDtOYR 5/8 tOYR 5/8 9 ^qND N -5 8 F-S �` T' ,N PUMPEI)SYSTEM.' PLAN VIEW A MIN C RS .MATERIALS SHALL CONFORM TO MASS_ RAISE N H W I 4• 2- 3.FIRST TWO FEET OF PIPE OUT OF DISF •+" - OF HEAME P LTH REGULATIONS 5 AND LOCAL BOARD I28" . _EL=27.3 EL=27.3, �• 30 *, R•MORTARS '-�-%'- STABLE BASE 6-MIN.3/4-TO t BOX TO BE LAD LEVEL - LOAM h SEED DISTURBED AREAS 1 ALL PIPES LOCATED UNDER PAVEMENT ' EL<27.9 EL=27.8 : 1Y CROSS-SECTION .. - 5T@,E ,RUSHED 4.ALLCON�CONNECTIONS AND CONCRETE r OR TRAVELED WAY SHALL BE SCHEDULE..NORMAL WATER I " BA - .;a - ALL.BE Wq •, L'36•MAXIMUM,12-MINIMUM 40 OR EQUAL RE N K PPov - 52" $O•. - 10�T TEE 14 _ 5,FILL ALL.UNUSED KNOCKOUTS VATH MORTAR: - _ ° (] O O O MO D Y uYER 4..THERE LOCATED RE NOTHI KNOWN 50 PRIVATE WELLS .. .5'-,• 30 1�• 1 O o° ♦ O° �'.,PEASTCHE -PROPOSED TEACHING FACIUTY NOR 3'MAXX. C C e 4'-8- t �. Y - 'a 34•Z:t• < O C� I] E� C� __.O ' ,REMOVE TEA'OF ANY.KANY KN NPROPOSED LFAW�I CLFAGIUIY 'MEDOWN IUM SAND _ C C 5�'� O O C� m ED O UNSUITABLE NSUI MATERIAL 5.WITHIN LIMIT OF EXCAVATION REMOVE - MEDIUM SAND MEDIUM SAND - z : 15 t/2- EFFEC. Cp 2.5Y 6/6 25Y 6/6 25Y 6 6 .MEDIUM SAND g EXISTING 'a,.w i • I DEPTH (�O C� lam,O"ecm p / , 2.5Y 6/6 PRECAST DIST. l 1 - -Lt 00 5'IF ALL AROUND- ALL TOPSOIL.MATERIAL ATEIASUBSOIL AND OTHER . 13Y* T ' I n s BOX - 1 V O (] K IF(tEOUIRED.- 8.'IREPLACE ALL EXCAVATED MATERIAL WITH EL=.19.1 728" 720. 1":'"�:.;.R'::<c.ems- 1' - EL= 20.4 EL='20.3 120 `'• t' _ 3/4--T 1/2- CLEAN GRANULAR SANG:FREE FROM ORGANIC B077UM OH LEVEL$TABLE BASE IT- .J , 56� MATERIAL AND DELETERIOUS SUBSTANCES - - - - DATE: DATE: - DATE: - DATE m. 6-MIN.3 4 lO • ��� Atg .y 3 4 1/2� ` 12'-10" , STONE MIXTURE AND LAYER$OF DIFFERENT dAS¢S WASH 9/15/05 6/15/O5 •12/2T/07 .. /- -� CROSS-SECTION'VIEW to OF SOL SHALL NOT BE.vsEO.TI1E flu SHALL- .TEST BY: P 12/21/07 i 1/2-STONE - PLAN ylEjV- , ,. ,. •` •' - NOT CONTAIN ANY MATERIAL URGER THAN TEST BY:. TEST BY: TEST BY: • ,. • .. - - G DOWN CAPE ENG. DOWN CAPE ENO: THE BSC GROUP. INC.. THE'BSC GROUP, INC: `'•. - < _ .. INCHES. P�ERFORIdED FILL.IN TO #4 GRO SF.710N OF CHAMRFR p y. ATIVE MPLE OF . . ".s: LE MAY BE 51, WITNESSED BY: •, ,WITNESSE MAR WITNESSED BY: WITNESSED.$Y:': ' .. .: '#" - '. ` REPRESENT .': BY WEIGHT-OF THE FILL 5'AMP DESIGN CRITERIA.• TILE 1 SIEVE SIEVE ANA YSE DON DESMARAIS T - - - ALSO SHALL HE PERFORMED ON 1HE FRACTION -DON DESMARAIS DONNA MIORANDI' DONNA MIORANDI. _ -" . PERC.RATE - PERC. RATE:• PERC. RATE. ..1 ;< - - - : - - of FlLL,,AMPLE P NG nHE SEOE.SUCH y: 'MIN./INCH- + .PERC. RATE: - e w ,, TOWN OF BARNSTABLE REQUIRES AS-BUILT .DESIGN FLOW:: rT;E Nusr D ansmaTE WHAT THE '.. .- MIN./INCH s_ •.- 2 MIN./INCH. ,`: 2 MIN.. _. c. - k x •'" , - �� •y p� - - MATERIAL-MEETS EACH OF THE FOLLOwiNc -.. - .. _ - _ , r S_OILIEVALUATOR ,ANCH --- -`-'-� o CERTIRCATION. SOIL EVALUATOR 5 .,BEDROOMS AT110G.P.B. D SSOG.P.D:- - 1Ea tRx SOIL EVALUATOR _. SOIL EVALUATOR - `" - - - -/ _ ply ,,;. INSPECT BOTTOM 1 / ooz P� LISA LYONS' - USA LYONS : -.MARK DIBB- ,'SOIL'EVALUATOR ., </ OF'EXCAVATION PRIOR (4,75 .EFFEcnVEPARTICLEs MARK-'DIBB I / ., '.;,: TO'ANY INSTALLATION AND IALSO PRIOR IOX-IOOOX MUST PASS 0550 SIEVE SIZE) - saL CLASS:s: SOIL-CLASS: SOILL CLASS: / 1 sot[CLASS: , TO FINAL BACKFILLING. UIRED SEPTIC TANK: X-2=MUST PASS#100 SIEVE 1 y: • I -3 T' / e < ,11,5 mm EFFECTIVE PAR11C E SIZE) L.T.A.R." LT.A.R.. - **,t k S7455'SO'E 154.4T T ------ X 200X'. _ 1100-GAL. MUBLPASS#200 SIEVE 0.74 G.P.D:/SO.FT. 0.74'G:P.D. SQ.FT. LLA.R. .LT:A:R.- .-.. `.,, p`I fr / :. , ... - RE0 EFFECTIVE PARTICLE SIZE) I„ 0.74-G.P.D./SO.F7 OJ4 G.P.D./$O.F'T: / o C / ♦ r ' •. `..' _ / •�.•' ... ��x�� x 7-..�7HE DRAWINGS WHERE SHOWN APPROXIMATE. I. ARE 5Fa THE CONTRACTOR SHALL BE RESPON _ I 550 SEPTIC TANK PROVIDED AL SIZE OF LEACHING FACILITY.REQUIRED: PROPERLY LOCATING AND k ' t INDICATES-:: • I t.. ",. _~ • - - \ COORD NAA I NG THE PROPOSED CON- ... - . f - - - v_/ " 4 PERC. RATE: C2 MIN./INCH STRUCRON.ACTIVITY WITH DIG-SAFE Z ESTIMATED INDICATES _ ( - I ` T'• F EXISTING BUILDING SETBACK LINE. �- DESIGN AND THE APPUCABLE UTIUTY, ` _ SEASONAL HIGH :PERC: _ '"t• • " 4 L /. '• ::. „ ,._ , : 1,3.0".- -GONG TERMAPPL RATE 0.74• ' P D/SF�•� { COMPANY AND MAINTAINING ME' - GROUND WATER` TEST HIGH GROUNDWATER COMPUTATION „ _.- - _- _ _ - 4' EXISTING UTILITY SYSTEM IN SERVICE „ - -. G l DIG-SAFE SHALL BE NOTIFIED PER BASED oN-TPgt I _ / \ `THnA 550 GPD + 0.74 GPD/SF - 744 S.F. THE STATE OF MASSACHUSEITS INDICATES. _ - .-.. OBSERVED. INDICATES DEPTH TO BOTTOM OF HOLE 18.7 .I /'^ ;x':SI - _ - ¢ STATUTE TEL _ ..- Y GROUND WATER MATERIALUNSUITABS g'4. •r / ".' '.' - -a'') - _ AT TELRI DOES 0-7233.THE: - R ' ,, / _ +- SIZE--0F LEACHINGFACILITY PROVIDED• - ._ ACCURACY OR THAT ALL .. I. • .a i ,. ` 'fi r. •,/,k#. - UTUTIE AND SUBSURFACE.STRUCTURE DATUM:' .i T e A - - / - fG I a 4 TM _ / USE C4) SOO GALLON GONG ARE SHOWN.LOCATIONS AND- ', 'LEACHING CHAMBERS 9.83'X2'X52' - `I - �-----= ..VERTICAL..DATUM:' "ASSUMED.. - - � / ..:.. �_ ,/-- I - - y. � = 63+52 - TA�I(6NTIF�ROM accoao Pu�DTMmtn L E e' 2(9' ) - 247 CONTRACTOR SHALL VERIFY SZE BENCH MARK -TOP.OF FOUNDATION. - -' I�-4. ' a - __- --I. r{}'�� _- T I X 52' X --511 LocARON AND INVERT,,OF unums i. ^' BOTTOM 9 63' -- u rA. - r:BENCH-MARK,SET: NAIL IN TREE,'ELEVATION'32.0'-- ,-- - I. - . /, ..,..- I I _ ��. PROPOSED• _ To ns srnaTOEFAcoFRsmucnaI� ' , 2 (7585 F -. _ ' _- _ F x 0.74 GPD/SF --� i _ RESERVE I 756 S. 561GPD / r"+•,ts.i _- a'?> AREA - �'561 GPD PROVIDED > 550 GPD REQUIRED,A s.THls srsTEN Is NOT DESICNEo FOR. PROFILE: , NOT TO SCALE " . , /. ...Y: ;a. * .^..i '� #. : Q _ ..':'� ' I I ` A - I . PROPOSED 1, I I A GARBAGE GRINDER ITHE USE OF A SENOTINDER. ..•* _ I- n.o',9.as I 'I®I I I. SIZE OF RESERVE FACILITY PROVIDED REcoMNFlvDm DUE RecocHlzm EL=A t /_." TO BE SET LEVEL - Q . .H A -_ FOR 1 -- r'3 �' •'"' eC" I PROP.'- ' IXTENSON�, I I I ,ADp SE IMPACTS TO TILE LEACHING TOP FounognoN - •.L_J USE,(4) 500'GALLDN CDNC - c ;,,'` MN.Y Y I � � � �' � - '.PORCH ' I EL-3f.0 -'CpiCREIE COVERS.TO WITHIN '. .,FIRST PIPE LENGTH O I- ` .. ...6•OF FINISHED GRADE. `• .. -2.9 TY �.`. 1_I _ LEACHING-CHAMBERS'Y2.83'X2'X48' 9.EXHTING INVERTS'ARE TO'BE-CHECKED BY • //�.e-- .t - FINISH GRADE R , I / .. \_ _ _ - ` DEWALL. 2(12.83'+4$'> X 2' 243 CONTRACTOR PRIOR To R OF I VClnON ERTS. 4 PVC SCH w "Ce:- I_ - - ':I " r, / I I BOTTOM' _` 12.83' X�48' .. _ 615 'CONFIRM LOCATION h NUMBER OF INVERTS. s=- 1 'po ' ' .., I s BUILDING N I '_2 I ° I Y q BE DEMOUSL: ! ! x: TIT( . nFIED .• 4 PVC SCH ;.LEACHING.CHAMBER' .. ( S - ANY ENGINEER CHAINGE 7HAMAY BE - e EwsTMc - 856*S.F x T0.74 GPD/SF - 635GPD 85 0.REQUIRED. ."n v v v v v v :ILL 1-w .." }.' p.1 TANK v v v - =B w W w ! „ 1 "io REMAIN 1 I i35 GPD PROVIDED > 550 GPD REQUIRED: 5 ouTtEr I-F • ,' •EXISTING wAlx: • ! r-". i ,! -' S S.As I o i' dsT.Box �.. - . BS D SEPTIC:TANK.s 5.0.SEPARATION. * .•,. -.:. w - F....: _� ''r .I 'F CONFIRM TO.REMAIN _ 9.. . . 1 'PROPOSEl TD Box I LOCUS INFORMATION �,'G .. I O F u, '. +.- .. I E57:HIGH GROUNDWAIEft , :. ,. -. \ 4. 1. l 1 - <s BEDROOM. ?H112. slzE r- •.-v- - 349.Route 28.Main Street,unit t .T, - : - ,,, ,; < « 36.7' DWELLING S CURRENT OWNER:, DOROTHY,C. EASTHAM W.Yarmouth Massachusetts r ' 7 s „ -. -, <Z 4 z e-\.. • .. ":. g Fll. 02673 • _ }, - J ,. $ ® TITLE REFERENCE:: DEED BOOK 1086, PAGE 450: k -,.,;w..j_ r v.o' aIPPE - ^3 50877E 89T9 S„ 11J , � .. 1 e -INVERT. ELEVATIONS:... . , � - � � ( -' L___ P BDD _ • I, I; -62.8' FOUND TAN REFERENCE `:PLAN K46 PAGE 11 F2� -, - 'I.• / I '.!. , 41 - u .I ASSESSORS MAP: Tao PROJECT TITLE:_. EXISTING PROPOSED , I > r I-< - I ! a V TOP OF,FOUNDATION ,.• '..31.8!' A 32.0 A� =�..1.. I. I `•� �' :-, I'---J4- - I PROPOSED - - \:I ItlI .PARCEL 7s. ,. .a .- 'rs .:;. '` -./I : z .. ,.._. _ I DEC,( ..-4 ,.I ,I .. .. 4. INVERT AT:'.BUILDING 29.0' -B_- 28.0'. B .` .. L I .. �� - = {.. 'PRorosen I:-y®1 ::' "L. ZONINGDISTRICT: RC _ - SIGN FOR . r-- < I o.9.83 SETBACKS: FRONT 20'(25'BY SUED, SEWAGE DISPOSAL 4" INVERT AT-SEPTIC TANK'(IN) 27.00'C • x' pRov. `_� I EXTENSION I L_J `L� SHOE "lo' - IX NEON , 4"-INVERT AT SEP,TIC;TANK (OUT), •26.75 D •" - « I' m } ! bJ I • REAR 10'. PORCH - r ') +. ~ ` ' 56.0' a :' MINIMUM-LOT.SIZE: 87,120 S.F.' } �,•', 4"*INVERT�AT DIST; BOX�(IN) .s 26.02E-• • CONTRACTOR TO' - .<, - .; r' p .. y, 4" INVERT AT DIST. BOX_(OUT)* ` '.25.85 F • ,., VERIFY-INFIELD I - ' T - - I, r �: EXISTING LOT.AREA,, 19,1963 S.F. . UPGRADE DE a , :. INVERTS AT LEACHING FACILITY: AP R " OVERLAY DISTRICT- #1 08 . y 4 NITROGEN SENSITIVE ." 4" INVERT AT BEGINNING ' » d. - BANCHMARK " - - - I I ZONE: NOT A ZONE u OF LEACHING,CHAMBER: '*., ',25.77 G. , 25.70 G "I i - N.L SET M TREE �,.x_ - � - - ; I LLIROAD OR FEMA FLOOD HO TH ELEVATION AT BOTTOM - - - I :.ELEvgnoN 320 // V ZONE DISTRICT: PANEDATED L p250 02/0096 D I < LOT 9 ..OF.LEACHING CHAMBER 23.77 H 23.70 H t e« // / {:._ I - MASSACHUSETTS y NO OBSERVED GROUNDWATER LOCUS PLAN: NO SCALE .. BOTTOM OF HOLE.. 18.70 J � . _ EXISTING But LDINCISETBACK UNE 'I " ' - - I L_-•-- -1. ;._ PREPARED,FOR: Mr-*GIRLS COSTELLO DU MAIN STREET VARIANCES REQUESTED: - ., ITS • n . :. ... - O,.WBCUMMINGS PA._- . ` .. ,.. . ,H74ss'so•w lszsi' ,. � . . 5,,,.,�H SUITE 6900 • +'... .. - BOWOBURN, MAF01801RK M NONE - ,_''.. _ �tH OFy h� ., NOTE: - _:' aAyee _ _ ' - -"s \ ZONING INFORNATIDN 's o��MAF.KI 0 �`� DATE- dANUARY t;2008 CONTRACTOR TO FIELD LOCATE AND ' - `/ 1�-L/ �,Tp _ C'9 y COMP. DESIGN: 1K. IiEALY COORDINATE ALL UTILITY SHUT OFFS PLAN VI I_YY 3 - � 267Bt?S.F COVERAGE 14% (ALCOVED 20%) FLOOR PLANS: - &DISCONNECTION'S PRIOR TO �'�~ I + BASEMENT FLOOR No.b937 C 'Id C 4 N CHECK: M. DIBB , DEMOUSHING OLD DWELLING. P B26 D R BUI IN e 4 9F o 't7 r 1. C 2,3563 FIRST FLOOR BUILDING G 'O-»�'-^'TEP'f m -.� a DRAWN K. HEALY - SCALE: I' = 10 FEET eseA® 966t SECOND FLOOR BUILDING 'sT u '0 Z O` g 4 uu. : .y C A (n FIELD:.D. GAZZOLO N. MERCIER ;� m SEE ARCHITECTURAL PLANS • ' T�S^y./, L y ' 5,1483E DDR RATIO 26:82% (30'/. ALLOVED> - < ?L(JCUS - FILE N0. 9311-SEP.DWG .D 5 1D -120'FT. AY�Zoog .. ///i/LoeB m D G� DWG NO.5871-01 y JOB N0.4-9311.00 . TOP FNDN. AT EL. 31.8 SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN LISA LYONS, RS ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: WINO 29.8' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM D. DESMARAIS RS 29.6 WITNESS. ' 2" DOUBLE WASHED PEASTONE 30 05 s RUN PIPE LEVEL DATE: • \29.Q: FOR FIRST 2' 3' MAX. PERC. RATE _ < 2 MIN/INCH r_ :. PROPOSED 1500rp z 27.0' GALLON SEPTIC 26..75' 26.6' CLASS I SOILS P# o TANK (H- 10 ) GAS 25.85' j Locus BAFFLE 26.02 L7 [ C� CI 0 !� C=7 C7 ag 0 25.7T 0 CI Ca C� C7 IC CJ CD Cl o ( 3 % SLOPE) �_6" CRUSHED STONE OR MECHANICAL $c 0 0 m O 0 0 0 ED C) COMPACTION. (15.221 [21) g, 2' C] C7 CIO [� CJ C� C 23.77' Orr Q 29.7' 0" Q DEPTH FLOW = 4 ( 5 % SLOPE) (-% SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE -- _ 29.$' TEE SIZES: : A INLET DEPTH lost LS LS OUTLET DEPTH 14" 6" 1OYR 3/3 8" 1OYR 3/4 LOCATION MAP NTS 10' LEACHING B g ASSESSORS MAP 140 PARCEL 79 FOUNDATION 41' SEPTIC TANK 15' D' BOX FACILITY 5.07' LS LS 10YR 5/8 10YR 5/6 28" 27.3' 38" 26.6' C C 18.7' PERC PERC MS MS t 29.9 0 2.5Y 6/6 2.5Y 6/6 / + 29.9 (_ / 0.0 / 4 47+ 9.9 40.0 132" 18.7' 128" 19.1' + 30.0 / / o "�•. NO GROUNDWATER ENCOUNTERED T NOTES: / 30.6 30.1 ASSUMED Q / GRAVEL PARKING 1. DATUM IS AREA SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT_ALLOWED ) Q / 9 GREEN HO SES 3 _ 110 330 2 4,' 'N_`-IPA' W TEO �c EXISTING / DESIGN FLOW: BEDROOMS ( GPD) = GPD 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 6- CAR PORT 0,6 FUSE A 330 GPD DESIGN FLOW / 30.7 30 6 + .4 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 0.8 30. SEPTIC TANK: 330 GPD (?) = 660 5. PIPE JOINTS TO BE MADE WATERTIGHT. / N W 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. / EXIST. 0.1 USE A _ ___ ENVIRONMENTAL CODE TITLE V. X � DWELL. LEACHING:'- 29.9 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT y + 9.7 2(30 + 9.83) 2 (.74) = 118 - / 9 9.9 TOP FNDN SIDES: TO BE USED FOR ANY OTHER PURPOSE. „ 0,8 - 31's� ECK3 30.8 1 30 x 9.83 (.74) = 218 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. + 29.8 TH1 BOTTOM: 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT V / 2 .9 / TOTAL: 454 S.F 336 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 0.5 ,, TH2 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. 29.6 0 + 10. PUMP & REMOVE (OR FILL W/CLEAN SAND EXISTING SEPTIC SYSTEM O O EQUAL) WITH 2.5 STONE AT SIDES, 4 AT ENDS AND 5 ) / nr BETWEEN UNITS / + 30.4 + 9.6 LOT 9/ 19,196t SQ. FT. LEGENDTITLE 5 SITE PLAN 29.9 100.0 PROPOSED SPOT ELEVATION OF + z9.6 108 HOLLINGSWORTH ROAD 100x0 EXISTING SPOT ELEVATION _ IN THE TOWN OF: 30.0 \ p 10QL_� PROPOSED CONTOUR (O STERVI LLE BAR N S IT AID LE + 29.5 - 100 EXISTING CONTOUR PREPARED FOR: BORTOLOTTI 67> + 29. CONSTRUCTION/KLLMARTIN 20 0 20 40 60 BOARD OF HEALTH BENCH MARK -- CORNER OF CONC. PAD ELEVATION = 30.9' APPROVED DATE MA SCALE: 1" = 20' DATE: OCTOBER 3, 2005 off 508-362-4541 fox 508 362-9880 HOFPAySS� � �NOFMgsc dOWn Cape engineering, inc. o�' ARNE H tic o`' ARNE ti �� OJALA H. aN CIVIL OJALA CIVIL ENGINEERS No. 30792 No.2s LAND SURVEYORS °,��F � TE��o SURVEY 05--220 939 ruin st, yarmouth, ma 02675 -- � -- ARNE H. 0JA P.E., P.L.S. DATE REVISIONS DATE BY Jae�a1F n-0-07 MCP W3342-7"4217 rW3CkJ30 W042 W3342 W3924 W3342 5T-O" Z L//1L�OF CLG ;0 I I __ 14'-4- 10'-81, 16-4- 131_8- I ®® ZVAM MD FAML Y BEYOAA�Sr 2'-O" I I I I I I I I ROO/N BEYOAD 12'-0 V2"' yyrr gg 2'-O" All pRights Reservedt Fronk tzThe sDuplicationC 0 •'0L �� /fis-ma. ' AS _ 13'-7" Reproduction, Copying, Sale, Rental, SPACE? ISLAAD ISLAAD 16 6 Licensing or any other distribution or 0' 0O� 000 00 00 / �� O ® � _ _ � use of,these drPwings, P y portion II O II l� II II II II thereo or the Ions de icted hereon 0 0 6"DECO4AT/VE is Strictly Prohibited unless expressly authorized in writing by FBA, Inc. POST fTYP.I 833 BD/e RANGE BD79 B33 8.93 PANTRY OW. S836 B36 836I2 5'-7 3/4" 5'-4" 5'-4 1/4" AK7TE ALL AAASLES ARE 4 KITCHEN ELEVATIONS CN�GE55 OTh,EIPW/SE AADTED 6'-2'" 5•-4" . 2462 TRIPLE 2'-11 1/2"' 2-8" 6'-10" DECK i /•Ise Hr. :O 10 $ S T Q CRITICAL-SIE� 2462 MPLE 0 iA I �I • '� '0 I SWEALL hE/GHT I hDR.-HOT W/,I •u7 CV W3330 W3330 6=0 7/6" I 5-O FR. OR UYT I\ 2e52 TWIN ' I — I 2 14--0- 1 h•M HT. hM HT. W/ i2' TRAAIa _ _ . I, I ;� 30' x I 2W2W01 22°W2 W.,,1 — — — — — — — p pr - -- - - - — CV I 42" TLI4/ I \ 06 Ib=2 7/e 1 n X -2 7/6" _\ UM dMRROR SHOWER I \ W.P. hIDR. HT. 42-FPL. h#71e HT I BRACE WALLS 0 0 Cv 1 ® �• ow LIM 0 �0 D41'ER SPAZWASY-� CE 'p B E D R 1M. \ °� I BRACE WALL 8" O O I 0 I REOD. fTYPJI o ASOk 10 (� I It Q1, I I 74• x 16 ( rp GAS 04 _ CV I 6" 7" hIEARTH STARTLER 3,_8„ 3'-O" 2'-11" I 16'-01/2'• - - - - - - - - T � - -- - - - - �,j 1/BD30 TOILET ,N I I BEAM ;F A U L T E D ,,� � C��� VAULTEDj rrrPJ � ,�:: LAUND. ELEV. BATH ELEV. _ FLOOR INSIvIrBASE 0 I I FORCLG. FLOOR 42' TO SWITCH III ASTER I ^ \ . - - - - - - - - - - - oW„� _ 1 - I I FAMILY ROOM PREW 1/4"= 1=0 ' 1/4"= 1=O'• 8'-4 1/2" - -t - - - - - + - - I I - 'f I i FAN/L/GHr i I I I SUITE ' TRAY CEILIMh •� q 2-4 \ I 1 ,� i I .1 TO F7X7ZAF VAS LC T I I V♦ AL4 T N 11"D/A. DORYC N GAS O 01 ABOVE �� I COLD' OV - � a! BATH S7ZS / \ I i I I N OFT. 6, Sh/T. 5 Q= 2-4 � (TYP.J —�o p� I 0 o, 04 10 t 33 -- — KAEEWALL I I� .I I I a �� u7 - - - - CV / BELOW Lj_' -_.L-I -- - - - - - - - - - O 42 I I , 64"x 42" Z0 WR * 1 `0 O 42' GARD&V \., 0 MRROR A U N D. 2-6 42"x 72' f. W N 1 "' KITCHEN �� ► k II •\ (� o. — -�- _ _ \ — / k t, I \ �l'-5" I r —— — — --► Q 'n `� 6. \ � I TT 2-e dI I I of 3'-10" _6., 3_T6 — —� �M 4 BATH I at � ,^ 2-6 HALF-LITE I T r �, i ' Imo` I 1 v , I V 110 I C• ,, W/ 72" TRAAS M I 8-0"CL�L/IVV WA il'S. 10 0 0, 0 I I wP _ 2-O 'N —LAM - - - - - - - - - ��CHASE-7I i 0 Z AD24 - _ - GAROeV TU4 ' ' CE/ 0 -1q ,I - - lsTU4 I I10 I ' l Q \2-O RED z TOILET ' H PANTRY I GLASS EAiGjF L. 2-D f5 SHJ I ,� .�+ i STA/ 42.. VB030 V8030 `L 1 OVER 24' hAGH A7tiCEWALL � _ _ MASTER ELEVATIONS DINING F J M oN ' I 2-4 - O W W 1'-O" I .1 \ ROOM 3'-b" 3-5" 4=2 V2' 4'-6" ,I _I 4•-C 6'-1" 2'-�" 3'-41/2" 2'-111/2" 5'-1 1/2" Q n _j • sri�wR. 1 I N VAULTED BELOW •� 2-6 uneAl w � FOYER f5 Su 1 GLASS&SCL. VK 0, 7 U I I ,� FAN/L,7 I KAEEWALLOVER 2.4"� /�♦1 GENERAL NOTES Low f\ I i V L ALL WORK SHALL BE PANMRAIED DV ACCORDANCE LATH ALL APPLWABLL+' VI VOL rAC3E� / I Off ABOVE I • NATIONAL, STATE AND LOCAL COMM, AWMATIONS, AND R U.D. MPS. I -{� I I I *___T / I 1 . 2. CONMC71OR SHALL VERIFY ALL CONDJ WXY AND DIMENSIONS AT SITE 1' \ I 1J FFOOR RACRE \ II RAIL \ 1 -(� I `0 BE7+IORE BEGINNING CONSTRUC770N. ANY DLSICREPANCMS SHALL BE O1 C:Xffi/; OUTLET k I I ORE7V 7 AW REPORTED 71O FRANK BE7Z ASSOCL477� L1VC FTOR JUSTIFICATION BALL°A.S°�RMFONS�POR�RS�TfiU���R� ip \ ' toll I ; I W.I.C. ' ;0 3 ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. I \ I L/AE OF a if R I i 4. ALL PWO27NOS 7V BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST k I e_0"COL/NG I I y R65?' ON u11►D1ST771¢BIL'D SOIL CAPABLE OF XANDLDVC 771E BUILDDVG. ` I I I I 1---• Aq 7C I CONSULT LOCAL ENGINEER PIOR PROPER YV07ZNC AND R87NF10RCINC SPIES I 5. CONTRAC7OR SHALL DVSURE COMPATIBILITY OF THE BUILDING IRTH ALL �` SITE RE77UDZEMENTS 1 ' ,I (V 2 x 6 WALL- L _ - _ - _ J 6. �P CKFJLL EXCEEDS 4' AGAWT ANY PUMMA77ON WAL4 REINFORCE .� I � DEL. DRS REOD. 5-0 x 8-O BRACE AS 7. ALL FIOUNDA770N AND STRUCTURAL Armm R4 SHOULD BE VERIFIED AND N _.R CODE , .. 0, SMNPE77 BY AN ENGDVEER DV 771E STA?7s' IIfLEJtE CONS77?UC770N LS OCCWWW DUE TO A AIDE VARIANCE AW LOCAL CODES SOIL BEARING \ 2462 rMPLE STL7AE CONDMWNS, FROST LAVE DEPTHS` GEOLOGICAL AND IIEA77YER CONDITION..+,^ M THE CONTRAC7IOR AS R*«SPONSIBLE YOR ADJUSTING AND VERIFYING I / VEAEER fT),PJ N ALL STRUCTURAL DETAJL4 AND CONDJTIONS 70 MEET ALL LOCAL CODES - - - - -I- - - - - v, • AND 7V INSURE A QUALITY AND SAFE STRUCTUM / LIIAIE OF r�7 e GOOD GD COMMM AND Sn=RADE AND UALITY AND MEET UC L NA MEMBERS SHALL N LOCAL F OOQ 4 H I I WP FBI yr BUILDDVC CODES IIXERE APPLI "ZZ. j ABOVE (V I I P O R Q i'T I I A ALL COLUMNS OR SOLID FIMAMM SHOULD BE' DESJCNED TO CARRY LOAM \ �A�A�� I I I 1 AND SHOULD EXTEND DOWN "V?U THE LEVELS BELOW AND TERMWATE AT (I� � j I I I 11 VALL ry I �I I I MCI-r ( I a0 � � 0 0 771E BASEMENT FLOOR OR AT OTHER BEARING POINTS DESGNED 7V CARRY Z 114 U 771E LOAD. (T� J 5,_6" I I 1 �1TTL" 1 5•_6- I I 1n 5'-3 1/2" �""� e(d ao N (� I r-+r 1 FOR RAGE� O I I I I I I 0 V Z $4 o p GENERAL FRAMING NOTES `° DOOR a' _ 1 _ _ _ _ -i_ _ 1 0 ~ � !, x 771E FOLLOWUM NOTES ARE SUGGESTED JMVJMU11f Rd1QUOUMENTS ONLY. + , �., e> 0 co DUE 7O A VARIANCE OF CODES PER RROMN, PLEASE JWXR AND COMPLY - - - _ - - - - WTH ALL YVUR LOCAL CODES CONSULT IRTH LOCAL ENGINEERS P1OR ALL o' COPYRIGHT ® 2006 BY FRANK BETZ ASSOCIATES, INC,NOT TO BE REPRODUCED O 4-y O STRUCTURAL RMUD�E'MEN75 .� I i COLU1,�, - SEE I I vJto o i i LaET. 1, ST-/r. 1 rrYP.) ( I ► 4 1-1 0 1. ALL FRAMED HALL DJYENSJONS ARE BASED ON "4 STUDS UNLESS ,0 0 NOTED 077WRME PROVIDE PURLWS AT MID FL1SIr.HT OF ALL WALLS 2. ALL JOMW AND ROTERS SHALL BE ALIGNED OVER STUDS BELOW N 9. ALL HEADERS SHALL BE P-2s10 #V SYP. IRTH 112' PLYIIOOD O ry PLATE BETWEEN L4VLESS N07ND 07WERWI SS I I ( I O x 4. FRAMER 7V INSTALL DOUBLE FLOOR JOJSTS UNDER PAR7IT70N HALL PARALLEL TO JOIST DIRECTION. 2652 I ��I O 0 5. PROVIDE CROSS BRIDGING AT MID PODVT OF SPAN OR B-O" O.C. MA.1XVIV if DV ALL FLOORS. I I I 4„ B. FLOOR DECRIM 7V BE APA 24 RATED 231:W- 7'AG PLYMOD 1 NAE RT STORE Al MFOSURE 1 GLUED AND BALLED PER MANUFACTURERS SPEICJFJCA770N9 ELOWTABLPE 4" I I I SQUARE FOOTAGE i Z Ex'J'ERIOR SHRA77DNG 7V BE CONTINUOUS APA RATED 32/1B 7/le' 0SB I I 1'-8" 7'-0" 1'_8" v A POSURE L NAILIM SCHEDULS 7V BE Bd COMMONS AT 1 O.C. AT ALL EDGES AND ed COMMONS AT 12' O.C. AT ALL DVT7PRMEDL+m STULIS I I FIRST FLOOR 1631 SO FT. v B. PROVIDE DOUBLE RZO SYRONGBACK AT MID SPAN POR CEHlNG J0r37S v WPM SPAN GREATER T7" 10'-O' S'-6" 5'-6" SECOVN7 FLOOR 626 SO. FT. A PROVIDE COLLAR 77M AT UPPER 1/$ OF VERTICAL DISTANCE BETIIEEIV k RIDGE BOARD AND CEILING JO1473 AT 4'-0' O.C. MAXIMUIi L .ra HIP, VALLEY RAFTERS, AND RIDGE BOARDS SHALL BE ONE 'Zz' SIZE TOTAL 245E SO. FT. BY: PLO CK DCF LARGER MAN RAFTERS. 22-0" lr-O" T-0" 11-0" 2'-0" a11. ROOF SIMA77MVG 70 BE APA 16 RAM 1/2' PLY•11OOD CDX OIAT. BO/btaS RM 360 SO. FT, NAMJW SC��BE Bd COMMONS PER AT 8' D.C. L^1FT ALL ROOM AND Od COMMONS AT 12' o.c. AT ALL DV773MWDIATE RAFTERS 57'-O" TOTAL 261E SO FT INSTALL PANEL SPACER TYPE EDGE CLIPS PER MANUFACTURER O SP&MI'VAT70NS. DATE:4/26io6 12. IIHERE PRE-ENGDVEZ;'RE'D PZOOR AND ROOF TRUSSES ARE USED, TRUSS MANUFACTURER MUST PROVIDE SHOP DRADDVGS 1IHICH BEAR SEAL OF REGISTERED ENGDVE73R DV STATE DV WWCH WORK LS 7V BE PERFIORMM 13 ALL CEN"G J0137S AM N LOAD BEARING WALLS DESIGNED IV CARRRY�AD THRU ALL LEVELS BJUCnVG 7V BEAR °AND TERdfDV AT BASEMENT FLOOR AND BE SUPPORTED BY THICKENED SLAB GRADE BEAM N OR FV077NG DESGNED 710 CARRY LOAD SHEET: 14. ALL BASE71fENT HALLS, BEAMS, AND COLUMNS 7Y1 BE DESIGNED BY LOCAL ` • •� STRUCTURAL MVGDVEER AND MEET ALL LOCAL CODES a 15. ALL SOLID FRAMING, COLUMNS; BEAMS, ELL^., 710 BE DESIGNED BYr, •w•w REPRC+UIx ;w��� LOCAL STRUCTURAL ENGINEER AND MEET ALL LOCAL CODES w OF T H,SE PV4y.aY O By RMAL LAW ..y�.4i 1.AS• w LIRE PALE AY H%Eg UP i • Council FIRST I=LOOfi� PLAN #40me sef n • Horne Dse1 nor• TO t15o,J00 PER Ors�c. - ' e CALL THE OESPaNrR TO •1i4•'= r-o" FRANK BETZ ASSOCIATES, INC. ASSUMES NO LIABILITY �•w COPES •• ry • O8WAES FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE •�� o>Tlasww. •�� PLANS BY OTHERS. ��� e•••..•••• ,�` OF: S REVISIONS DATE BY Copyright Frank Betz Associates, Inc. All Rights Reserved. The Duplication, Reproduction, Copying, Sale, Rental, Licensingg, or any other distribution or use of these drawings, any portion thereof, or the plans depicted hereon is Strictly Prohibited unless expressly authorized in writing by FBA, Inc. 57'—O- 25._O.. 16._4.. 13._8.. 2._O.. NOTE ALL CEILIN .H G OISTS AND RAFTER BRACINl3 TO BEAR ON LOAD BEAR/MS WALLS DE'uyGNED TO CARRY LOAD ThR1J ALL LEVELS AAO �:•,r •'�`�: TERA41VATE AT r-CWVVATTON AND BE SN'POR7FD BY TI-NCKEAED � �• Y SLAB GRADE BEAM OR FOOTING DIESYGNED TO CARRY LOAD 7'—O" 6'-8 1/2" `' \ \ ••" l �\ 'O STONE VENEER z:is NO GHT CV COPYRI Q 2006 BY FRANK BETZ ASSOCIATES, INC.,MC. NOT TO BE REPRODUCED a:p I 25'-0— )6'-0 1/2" 13'-4 1/2" e u7 13'-9" 5-1 1/2" 6-0 1/Z' i 60"x 42" ,I 66"x 42" \ ACCESS y \�? "RROR V MRROR — — — — — — — — — — — — — — — — — — — — - .O \ �„ 8 7"l T l� CEILING FLAT °Q PREWTRE lV N __ n v a UII 2-4 FAMILY ROOM \ VDTS 1.V830 VDTS VDJB mSO VDT6 ,all I \ � \ BELOW BATH ELEVATIONS CN 2-4 , 2-4 1,1'4" = r—O" Cv \ I BOO grCHES 0 \ I I AL 7ERMA 7E I , Wii CHASS E i LIZ. , 3'-4� -4 1/ li 2-6 - - - —J 2-4 42 QRAIL (TYRd V J 10 ITAMF— I— Q OM 16R I.L. < 3 2—O * ------� O ;if ' V kr Ir W.I.C. Li —,• J F O YR W.I.C. w ' w BELOW o = 3-5"8'-8 1/2" _O zb . BEDR 2 F O } I 2-4 CID 4-r' U tVLij Q / I \ V) LIAEOF L - - - - - • � � 6-0"CE/L/NG�OPED � f L/AE OF FLAT 1 CE/L NG - - - - - - - - � /i SL CEI i\ — - - - - — — — — — — — — I - - OPT. I I LME OF WALL Q 2446 �p BELOW ------------- ] 0 TO SWITCH I / I60N--US \ " ----- -------- ---- BELOW 1 • hfG14 WALL I 2652 TWIN WALL I I Z o 0 I 5-4 3/4.. I 4 � O U I "GH WALL ( CID N \ I I V Z G '°o CO a) Cl) I I I .I tn0) OOI � � WQO co CE7LWr, 0 AT77C LIAE OF AT77C to 0 t` 0 ACCESS i 8=o" CE1L/AK3-yI ACCESS i F1 O I 1 h I I I C7 q 26W I x C 6'-6" ibq Hr. I I t7 Qj i 6._0" 5._6- v v 12'-0" 5'—O" 3'-10 3/4" 3'-7 1/2" 3'-5 k 22'-0" 11'—O" 11'—O" lr—O" 2'—O" BY: PLD CK: DCF Q 57—O 0 DATE: 4�-26r06 0 yAl N y51"RMP tSN O SHEET: �� �• 409969909 PEPTt000CTi0N••• `, • ()F THESE PANS BY j•B�'J�ERRAL uW.VKr-ATTxXS f�Q s ARE PMISHABLE BY FINES UP • . � Courc�i w of Publishing • _ + Hort�eUesl Hors SECOND FLOOR FLAN �? {j3 w TQftSC,(�MfxRt]FFE'NSE. T/4"= r—O" CV.1 TIE DES=GNER TO ``� FRANK BETZ ASSOCIATES, INC. ASSUMES NO LIABILITY �� •• OSTANLEMCOP" !• - FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE +•• OFTHSPtAW. •ss Q PLANS BY OTHERS. ��� ++••���( - r DISTRIBUTION BOX DETAIL: NOT To SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS SOIL TEST PIT DATA: P-11102 & P-12066 EXISTING TO REMAIN � NO. DATE DESCRIPTION SEPTIC TANK DETAIL: No. OF OUTLETS 5 4" PVC PIPE 49.o' TEST PIT _0 TEST PIT _92_ TEST PIT 91A TEST PIT 'I ,500 GALLON FINISHED GRADE 0 a oa o° o 0 �5008MO_0000 a0 °O o 0 0 0 0 0 0 0 0 0 0 a o 0 00 0 0 0 0 0 0 0 0GRD. EL. 29.7 GRD. EL. 29.8 GRD. EL. 30.4 GRD. EL. 30.3 NOT TO SCALE o 00 a0 00 0 0 0 0 0 0 o O o 0 0 0 0 0 0 o ao 0 0 0 0 00 00 0 ° o + o 0 0 000 0 " o 0 008 0000 0 0 0 REMOVABLE 2 WALLS 0000 PROPOSED o0 o aP o 0 EXISTING o a 0 00 0 0° EXISTING 01(0,00606 0 PROPOSED r o 18.7 19.1 N/A N A » COVER r NOTES: °o 0 0°0°o°o°o o 0 0 0 0 o p o EST. HIGH GW. EST. HIGH GW. EST. HIGH GW. _L EST. HIGH GW. �_ NOTES: 1. INSTALLER TO CONFIRM TEES AT INLET & o o _ o o O 0 Oo 0000 000 0 no 0 0 0 OUTLET AND CONFRRM RISERS TO WITHIN 6" or + +4:y �;,v..; 1. DIST. BOX TO WITHSTAND H-10 LOADING o° o° 10000000 ° 00000000 - 0 0 0 O - 56 0 0 - I q A A A OF FINISHED GRADE. 2 0 0 0 0 0 0 0 00 0000 00 000 °o 0 GENERAL NOTES: UNLESS UNDER PAVEMENT DRIVES OR o 0 0 0 0 0 0 ' 00 00 00 00000000 500 GA ON LEACHING DRYWELLS °� o°o° o° �000 1. THIS PLAN IS FOR DESIGN AND LOAMY S ND LOAMY S ND LOAMY SAND LOAMY S ND T TRAVELED WAYS WHEREIN H-20 LOADING o 0 10YR 3 3 „ 10YR 3 3 10YR 3 3 10YR 3 3 n 2-24 DIA CONCRETE MANHOLES 0 Oo Oo 0 0 0 0 0 0 0 0 0 0 0°O°o 8 da o 0 0 0 0 0 ° o ° o ° o 0 0 0 ° o o ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONSTRUCTION OF THE SEWAGE 6 8 12 10 W/ METAL HANDLES BROUGHT -�- t5» SHALL APPLY. 0 0 ° 0 0 ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 00 0 0 0 00 0 OO DISPOSAL FACILITY ONLY. T 6" OF FINISH GRADE 8" 2. PROVIDE INLET TEE OR BAFFLE WHERE 52.0' 2. ALL CONSTRUCTION METHODS AND TEE TO BE UNDER 12" IN " ! MATERIALS SHALL CONFORM TO MASS. 5,5 OUTLETS . PLAN VIEW - LEACHING CHAMBERS M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR r: r " e ew o T IN PUMPED SYSTEM. D.E.P TITLE 5 AND LOCAL BOARD LOAMY 5 S D LOAMY 5 8 D LOAMY SAND LOAMY SAND '� 3 ,v04 4,�a » OF HEALTH REGULATIONS. 9 ? 10YR 5/8 10YR 5/8 4" BOTTOM oN LEVEL 2 3. FIRST TWO FEET OF PIPE OUT OF DIST. ALL PIPES RAISE M.H W/... BOX TO BE LAID LEVEL LOAM dt SEED DISTURBED AREAS 3. OR TRAVELED WAY DSHALL BE SCHEDULE STABLE BASE 6" MIN. 3 4" TO „ " SEWER BRICK e. `.�:_ ;_� - 1 1/2" CRUSHED t36- „ 40 OR EQUAL 28 38 30 30 & MORTAR " _a CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3 MAX. COMPACTMUM 12 MINIMUM EL = 27.3 EL = 27.3 EL = 27.9 EL = 27.8 NORMAL WATER LEVEL 12 CONSTRUCTION SHALL BE WATERTIGHT. O " 4. THERE ARE No KNOWN PRIVATE WELLS „ a: 000 3 LAYER LOCATED WITHIN 150 FT. OF THE e` 3 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 0 O 0 0 PEASTONE PROPOSED LEACHING FACILITY'NOR e 10" 14" ---- T0 O OREMOVE ANY KNOWN WELLS PROPOSED WITHIN 52" 50" o INLET TEE 1 5'-1" 30 1/2" 34" 24." UNSUITABLE150' OF ANY KNOWN LEACHING FACILITY. )l C A ..: tlMATERIAL FOR 5. WITHIN LIMIT OF EXCAVATION REMOVE 4'-g» a �'ado 50-8" 15 1/2" EPTH• 0 = Cbp 0 5' ALL AROUND ALL TOPSOIL, SUBSOIL AND OTHER C C C C z nEr IF REQUIRED. IMPERVIOUS MATERIAL cis aoN,RaU d 11 0 0 0 MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND __ EXISTING PRECAST DIST. 1 8. REPLACE ALL EXCAVATED MATERIAL WITH 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 N BOX 3/4" - 1 1/2" CLEAN GRANULAR SAND, FREE FROM ORGANIC 56" WASHED STONE MATERIAL AND DELETERIOUS SUBSTANCES. „ „ „ - e�::;: -::�e::, :d4= :•• .r�':: :: ::j MIXTURES AND LAYERS OF DIFFERENT CLASSES 132 128 120 120„ e z •+ 12 -1 On OF SOIL SHALL NOT BE USED. THE FILL SHALL EL = 18.7 EL = 19.1 EL = 20.4 EL = 20.3 a BOTTOM ON LEVEL STABLE BASE b a 3» `-.. NOT CONTAIN ANY MATERIAL LARGER THAN " " �,�� ��, .0, 7 1/2 TWO INCHES. A SIEVE ANALYSIS, USING A #4 DATE: DATE: DATE: DATE: s MIN. - S ro CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER SIEVE SHALL BE PERFORMED ON A 1 1/2" STONE REPRESENTATIVE SAMPLE OF FILL UP TO 45 X 9/15/05 6/15/05 12/21/07 12/21/07 BY WEIGHT OF THE FILL SAMPLE MAY BE TEST BY- TEST BY- BY- TET BY- RETAINED SIEVE. SIEVE ANALYSES DOWN CAPE ENG. DOWN CAPE ENG. THETBSC GROUP, INC. HE BSC GROUP, INC. DESIGN CRITERIA: ALSO S ALOLNBE PETHE RFORMED ON THE FRACTION OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH WITNESSED BY- WITNESSED BY- WITNESSED BY- WITNESSED BY: ANALYSES MUST DEMONSTRATE THAT THE DON DESMARAIS DON DESMARAIS DONNA MIORANDI DONNA MIORANDI TOWN OF BARNSTABLE REQUIRES AS-BUILT DESIGN FLOW: MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: z. CERTIFICATION. SOIL EVALUATOR TO 5 BEDROOMS AT 110 G.P.B./D 550 G.P.D. 100% MUST PASS #4 SIEVE 2 MIN. INCH 2 MIN. INCH 2 MIN. INCH 2 MIN. INCH '"`�"'" a (4.75 mm EFFECTIVE PARTICLE SIZE) / / / / �1y INSPECT BOTTOM OF EXCAVATION PRIOR 10x-100X MUST PASS #50 SIEVE SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR x' To ANY INSTALLATION AND ALSO PRIOR oR 2ox mm PACs Oo�E SIZE) LISA LYONS LI$A LYONS MARK DIBB MARK DIBB I / To FINAL BACKFILLING. REQUIRED SEPTIC TANK: (0.15 mm EFFECTIVE PARTICLE SIZE) 550 X 200% = 1100 GAL. 0%-5X MUST PASS #200 SIEVE SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: » --�» (0.075 mm EFFECTIVE PARTICLE SIZE) 1 1 1 1 I / S74'55'50"E 154.47' -�°""" `- - SEPTIC TANK PROVIDED: = 1500 AL. 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. I / THE CONTRACTOR SHALL BE RESPON- 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. SIZE OF LEACHING FACILITY REQUIRED: SIBLE FOR PROPERLY LOCATING AND c COORDINATING THE PROPOSED CON- DESIGN PERC. RATE: <2 MIN./ INCH STRUCTION ACTIVITY WITH DIG-SAFE AND THE APPLICABLE UTILITY I EXISTING BUILDING SETBACK LINE 13.0" LONG TERM APPL. RATE 0.74 G.P.D/S.F. COMPANY AND MAINTAINING THE INDICATES DIGISTING-SAFE SAFEUTILITY SYSTEM IN SHALL BE NOTIFIED SERVICE. 550 GPD + 0.74 GPD/SF = 744 S.F. INDICATES THE STATE OF MASSACHUSETTS SEASONAL D HIGH TPEEST. HIGH GROUNDWATER COMPUTATION +� TH#1A STATUTE CHAPTER 82, SECTION 409 4 GROUND WATER BASED ON TP#1 / \ AT TEL 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE INDICATES I / I I I SIZE OF LEACHING FACILITY PROVIDED: THEIR ACCURACY OR THAT ALL 1 OBSERVED ® INDICATES DEPTH TO BOTTOM OF HOLE 18.7 �,,. GROUND WATER UNSUITABLE MATERIAL USE (4> 500 GALLON C❑NC UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND I - TH#2A I LEACHING CHAMBERS 9,83'X2'X52' ELEVATIONS OF UNDERGROUND UTILITIES - - I SIDEWALL - 2(9'.83+52') X 2' - 247 TAKEN FROM RECORD PLANS. THE I CONTRACTOR SHALL VERIFY SIZE, DATUM. - - - - - - - B❑TT❑M = 9.83' X 52' -- 511 LOCATION AND INVERTS OF UTILITIES VERTICAL DATUM: ASSUMED / ` I I 758S.F. AND STRUCTURES AS REQUIRED PRIOR ----- -- -- TO THE START OF CONSTRUCTION. R BENCH MARK USED: TOP OF FOUNDATION / I ` I �I PROPOSED I - 758- S.F x 0,74 GPD/SF = 561GPD AREA BENCH MARK SET: NAIL IN TREE, ELEVATION 32.0� ( 561 GPD PROVIDED > 550 GPD REQUIRED e. THIS SYSTEM IS NOT DESIGNED FOR I ( i ' THE USE OF A GARBAGE GRINDER. I I I PROPOSED SIZE OF RESERVE FACILITY PROVIDED RECOMMENDED DUE To NOT . I I I 11.o'x9.83' '� I ADVERSE IMPACTS TO THE LEACHING PROFILE. NOT TO SCALE Q i ( PROP. ExTENsloN r " L_-J I USE (4) 500 GALLON CONC FACILITY. EL.=A TO BE SET LEVEL _ I - PORCH " a + 2 •9' LEACHING CHAMBERS 12.83'X2'X48' 9. EXITING INVERTS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. O I SIDEWALL - 2(12.83 +48 ) X 2 _ 243 CONFIRM LOCATION & NUMBER OF INVERTS. TOP FOUNDATION FOR MIN. 2' / . CONCRETE COVERS TO WITHIN FIRST PIPE LENGTH / EL=31.0 60 OF FINISHED GRADE. FINISH GRADE f I � «� BOTTOM = 12.83 X 48 - 615EL=29.6 EXISTING r 1 858S.F. 0. THE ENGINEER IS TO BE NOTIFIED of BUILDING TO ANY FIELD CHANGES THAT MAY BE 4 PVC SCH 40 BE DEMOLISHED I I TH#1 - " o I S 858 S.F x 0.74 GPD/SF - 635GPDREQu1RESCH 4 PV 4" PVC S LEACHING CHAMBER in I (-J EXISTINGTANK N 635 GPD PR❑VIDED > 550 GPD REQUIRED 0000000000 W W �1 1 TO REMAIN '=BI=D I=G o00000000W W r - --- --J ESASG 3 ",I=C 1-E H EXISTING WALK I ( CONFIRM TO REMAINLOCUS INFORMATION 5 OUTLET I=F ( I PROPOSED D Box I 349 Route 28, Main Street, Unit D DIST. BOX 5.0 SEPARATION 0 1 I 1 5 BEDROOM TH 2 SIZE I v, CURRENT OWNER: DOROTHY C. EASTHAM W.Yarmouth Massachusetts SEPTIC TANK (� i c � � ( DWELLING EST. HIGH GROUNDWATER 36.7 02673 �I� 1 S I IRON TITLE REFERENCE: DEED BOOK 1086, PAGE 450 508 778 8919 Z J L------LIJ 27.0' I PIPE s2 8, FouND PLAN REFERENCE: PLAN BOOK 46. PAGE 11-F2 PROJECT TITLE: L- -- ASSESSORS MAP: 140 INVERT ELEVATIONS: -� I i 1 i r ' _ PARCEL: 79 DESIGN FOR EXISTING PROPOSED 0 1 __ I ZONING DISTRICT: RC TOP OF FOUNDATION A 32.0 A = I r _ I PR�ECKSED PROPOSED ' V I SETBACKS: FRONT 20' 25' BY SUED. Pl. SEWAGE DISPOSAL 31.8 / i 11.o'x9.83' � 1 i � � � SIDE 4" INVERT AT BUILDING 29.0 B 28.0 B ( �' - -- -�---I•� i EXTENSION L L,_J J I REAR 10 PROP. t- _ -1 SYSTEM UPGRADE 4" INVERT AT SEPTIC TANK (IN) 27.00 C * I PORCH I '----- 4" INVERT AT SEPTIC TANK (OUT) 26.75 D * I 56.0' MINIMUM LOT SIZE: 87,120 S.F. 4" INVERT AT DIST. BOX (IN) 26.02 E * * CONTRACTOR TO I d ' EXISTING LOT AREA: 19,19st S.F. #108 4" INVERT AT DIST. BOX (OUT) 25.85 F * VERIFY IN FIELD I I OVERLAY DISTRICT: AP NITROGEN SENSITIVE H OLLI N GSWOR TH ZONE: NOT A ZONE II INVERTS AT LEACHING FACILITY: I FEMA FLOOD ROAD BANCHMARK 00 1992 4" INVERT AT BEGINNING ( NAIL SET IN TREE I ZONE DISTRICT: PANEL 50001/0016 D MASSACHUSETTS LOT 9 OF LEACHING CHAMBER 25.77 G 25.70 G #�� � / ELEVATION AT BOTTOM ( / L0CUS..,,P:LAN: NO SCALE OF LEACHING CHAMBER 23.77 H 23.70 H NO OBSERVED GROUNDWATER _0 EXISTING BUILDING% LINE PREPARED FOR: SETBACK BOTTOM OF HOLE 18.70 J - _ N - - . - -I �•�"' Mr. CHRIS COSTELLO SOUTH MAIN STREET 800 WB BENEFITS C MMINGSPARK SUITE 6900 W08URN, MA 01801 N74'55'50"W 152.6T VARIANCES REQUESTED: °FMqssgc+ DATE: JANUARY 11, 2008 a ZONING INFORMATION MARK D. tiG N r NONE NOTE: �,� c. 8 n COMP. DESIGN: K. HEALY s� LOT SIZE = 19,196* S.F. O Gh�IL y C Z N CHECK: M. DIBB CONTRACTOR TO FIELD LOCATE AND 2,67$t S.F. COVERAGE 14% (ALLOWED 20%) " N CIVIL 7 d G� COORDINATE ALL UTILITY SHUT OFFS PLAN VIEW `P"°" y d r" DRAWN: K. HEALY FIELD 1,826± BASEMENT FLOOR BUILDING c D DISCONNECTIONS PRIOR . 38M2,356f FIRST FLOOR BUILDING �� c,°�ST� � Z L FIELD: D. GAZZOLO N. MERCIER FLOOR PLANS: DEMOLISHING OLD DWELLING. = 966t SECOND FLOOR BUILDING / SCALE: 1 10 FEET �-A L❑CUS� FILE NO. 9311-SEP.DWG 5,148f FLOOR RATIO 26.827. (30% ALLOWED) 70 Z 0 5 10 20 FT, r: pp A DWG NO. 5871-01 BEET 1 OF 1 SEE ARCHITECTURAL PLANS ��/a s d JOB NO. 4-9311.00 L- - _ I