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HomeMy WebLinkAbout0243 PARKER ROAD - Health g 243 Parker Road Osterr vil e 077 H o c 1 � /� OWN OF B RNSTABLE LOCATION 2-vr2 ?.Alkl-ek RA SEWAGE# ZCP V4 VILLAGE 0 V�\� ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO.. A 6 KMOS CS c,A 'k dd-�i \c SEPTIC TANK CAPACITY k S(�O rZ 4 0JS LEACHING FACILITY:(type) C4) 500 ct0r*GANA, (size) 41 x Q-93 NO.OF BEDROOMS J OWNER ro PERMIT DATE: COMPLIANCE DATE: fo kA C Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility J 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 pp :within 300 feet of leaching facility) �► Ir Feet FURNISHED BY hy �. 1� r NS (q ws- 3i3. Aid A. A � �© e QN .AS' �` acC P� g7l tq SEWAGE INSPECTIONS �4 o'.�OCATION 243 Parker Road DATE 1 1 /4/0 2 ,y - Vaf,-$.AGE Ostervi lie,Mass. ASSESSOR'S MAP & LOT -INSPECTOR 7ooeph P.Macomber Jr. SEPTIC TANK CAPACITY None. 2-8 'X1 0 ' block cesspools and. LEACHING FACILITY: (type) 1 -LP-1000 (size) 450091S. NO. OF BEDROOMS 3 BUILDER OR OWNER Linda McKnight OWNER MAILING ADDRESS Same II � 7y 3 if&r t2oaA -oo- co � I WAR 9' c� No. s� � FEE use COMMONWLALTH OF MASSACHUSLTTS _- Board of Health, �'`P'A►�G+y,STOa+i31^�, MA. o21 APPLICATION CATI®N FOR DISPOSAL SYSTLfi'I C®NSTRUCTI®N PLRMIT Application for a Permit to Construct(JlRepair( ) Upgrade('►-�/Abandon( ) - ❑Complete System ❑Individual Components Locations _ irio Owner's Name Map/Parcel# Address Lot# Telephone# Installer's Name Designer's N PRENr J.DOYLE.AND ASSOCL4LTES Address 42 ANTERBURY LANE A i h�v✓s� s t c�t �q��(� Address FAST FALMOUTH,MASSACHUSE Telephone# YC Sy F -AM Telephone# 508/640-2534 Type of Building Lot Size welling- o.of Bedrooms Garbage grinder( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow(min.required) ��D gpd Calculated design flow 5.��49 Design flow provided y/6 gpd Plan: Date A Number of sheets t r-�Revision Date Title eD l Description of Soils) A�,5r--r:, T:�Zi4.►..0 So--.L. L-04 � 1 Soil Evaluator Form No. it Name of Soil Evaluator ✓. Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS f The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees t not to pla the tem in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date O r„ ` ;"r pfx''l.t^r•t�i'xy._'y+f�-%.yi R: .. s Cti. ,.��. •"r 'P.... •�— _ .i Y - (o ".^� r��,`"x.'. '{ • r'.`. . _ �- _. 1 ' No. di !/~7 r FEE COMMONWEALTH OF MASSACHUSETTS Board of Health, -1' ' Ater a Si AC'31,� ,,MA. `I (� 'to APPLICATION FOR DISPOSAL SYST ,CONSTRUCTION PERMIT Application for a Permit to Corstruct " Re air Upgrade V) Abandon 0 Complete System 0 Individual Components PP,., O P O pg O 1 O p ys p Location -Zs�ti1 �t 1k.►� C`���3td1t�C� Owner's Namef- Map/Parcel# Address . -, Lot# rt�►7.C,=.1 , ,.� � � Telephone# Installer's Name Designer's Name 1pllP ,) DOS I_E ADD ASSOCIATE Address 42 BURY LANE A �(1�1ISr c*S;,p�t . Address EAST FALMOUTH,MASSACHUSE P Telephone# S C'�Cl S ` l `S Telephone# 508/540-2534 Type of Building Lot Size k P 9 Dwell ni g No.of Bedrooms rC Garbage grinder( ) 4 Other-Type of Building No.of persons Showers ( ),Cafeteria ( Other Fixtures Design Flow (min.required) gpd Calculated design flow V5 O Design flow provided gpd - •w a Plan: Date r 07.\�.. 1'� Number [a be of sheets r-�Revisron Date -Title1c-uA.�` l Description of Soil(s) • art=. Aw �ao��. �--DH S. f, Soil Evaluator Form No. 1%is a--f Name of Soil Evaluator 1 5 • 2l®J trl r� Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS i 1 �4 t y I The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not to placcd th1ergrte1m in operation until a Certificate of Compliance has been issued by the Board of Health. Signed /�4 �dJ tl 1 lA,/LM1`° Date A4,4 71 fI«1 !] Ius .ections No. r r �+/ FEE C®MM®NWLTIT��L MSS QCIIUSLTTS i Board of Health, mil . CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to —1W. dated roved Design Flow -application No._� dtd A+� w PP, g —(gpd) d Installer 't Designer: Inspector: 'Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. a t �N� L � FEE COMMONWEALTH OF MA SACIIUSLTTS f " � I�4 `Board o Health, ,,AMA: DISPOSAL SYSTEM 'CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Repair( �U/pggrade(�)� Abandon( ) an individual sewage disposal system ,� .� as described in the application for Disposal System Construction Permit Noes'" ,dated Provided: Construction shall be completed within three years of the date's of perrntt. All local conditions must be met. Form 1255 Rev.5196 A.M.Sulkin Co.Boston,MA Date /3,1 Board of Health e 1 ' DATE : 11 /4/02 PROPERTY ADDRESS: 243 Parker Road ----------------------- osterville,Mass A0 ------------- 02655------------------------ . RECEIVED On the above date, I inspected the septic system at the above address, This system consists of the following: NOV 1212002 1 . 2-8 ' X1 0 ' cesspools. TOWN OF BARNSTABLE 2. 1 -1 000 gallon precast leaching pit. 6 ' X1 0 HEALTH DEPT. Based on my inspection, I certifyR the,, following' conditions: 1 3 . This is not a title five septic system. 4 . This is a sewage system. that has had a 1000 gallon precast leaching pit added to the cesspools. ( All in series) _ t'5. The sewage- system is -in proper working order at the present time. a - - 6'. Pumped main cesspool at time of inspection. 7 . The leaching pit is presently dry. 8. Stain line shows 18" on S I G N AT U R the pit. - ----'-- - --- --- Name : J . P . Macomber Jr . Company :IgatR P,J_ Macomber 8_ Son, In.c . Address :__BQx _��-------=- __Qg sD_r it_le _Ma�_QQZ_632- 0066- Phone :_-508- 775_ 3338 __ ; THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY ' JOSEPH P. MACOMBER & SON, INC. Tanks-Cesspools-Leachflelds Pumped & Installed Town Sewer Connections P,0 Box 66 Centerville, MA 02632.0066 775.3338 775.6412 ,per -\ COMMONWEALTH OF M,ASSACHUSETTS f EXECUTNE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF. ENVIRONMENTALL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 243 Parker- Road Osteryille,Mass , Owner's Name:Linda me Tonight Owner's AddressSamo Date of Inspection:1 1 /4/0 . Name of Inspector: (please print) Joseph P. Macomber Jr. Company Name: J.P. Macomber & Sons Inc ; 'Mailing Address: Box 66 S'en eryille Ma n2632 Telephone Number: 508-775-3338 CERTIFICATION STATEMENT I certtf� that I have personally inspected the sewage disposal system at this address and that the information reported below is true. accurate and complete as of the time of the inspection. The inspection was performed based on my 7atnln2 and experience in the proper function and maintenance of on site sewage disposal systems. l am a•DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system.: _ Conditionally Passes _ Needs Funher Evaluation by the Local Approving Authority Fails —d Inspector's Signature: Date: • 4 The system inspector shall mit a copy of this inspection report to the Approving Authoriry(Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design now of Io,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies.sent to the buyer, if applicable, and the approving awhoriry. Notes and Convnents 1 is report only describes conditions at the time of inspection and under the conditions of use at that- time. This inspection does not address how the system will perform in the future under,tbe same or different T conditions of use. — Title 5 Inspection Form 6/15/2000 page I Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:243 Parker Road Osterville,Mass. Owner: Linda McKnight Date of Inspection: 11 4/0 2 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. S stem Passes: I have not found an informatio which indicates that any of the failure criteria described in 310 CMR 15.303 or m 0 CMR t5.304 exist. ny failure criteria not evaluated are indicated below: Comments: -�"ThP CPWa[JP 4St Pm l S 1 t1 groper workinct order at the ,f L present ivyWQ. B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair,as approved by the Board of Health,will pass. f Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. !U� e The �et:icD metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exittantial infiltration or exfiltration or tank failure is imminent. System wil l ill pass Inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: ,%t -/60bservation of sewage backup or break out or high static water level in the istribution box ue to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass In pectlon 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 1 1 c_ OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 243 Parker Read Q S t t:r_x.r j 1 1.e-, ?A a•s-s Owoer.Linda McKnight Date of lospection: 1 1 /4/02 C, Further Evaluation is Required by the Board of Health; /V 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. i. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health,safety and the environment: .(� Cesspool or privy is within 50 feet of a surface water Cesspool or privy'is witbin 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: �O 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. �a The system has a septic tank and SAS and the SAS is within,a Zone I of a public water supply. ,�The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. NJ_6 The system has a septic tank and SAS and the SAS is less than 190 feet buy}50 feet or more from a ' private water suppi\ well, Method used to determine distance,_�Q�f� "This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution.from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are rriggered. A copy of the analysismust be attached to this forma _ 3. Other: f --Th;'S a sewage aystern VTbe sTst®m consists e€ two 8 ' x1 n ' h1 c)rk r pgRnnn1 g One 1 000 gallon—Preeast lea0h t Pit- ( A ' xin ' � TbeS are all in series.The I 4 _ presently dry. Stain line in pit is 18" from the bottom 54" below the invert pipe. - - 3 Page 4 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:243 Parker Road Osterville,Mass. Owner: Linda McKnight Date of Inspection:1 1 4 02 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _ i/ ackup 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 � iquid tanc liquid level in th distribution box bove outlet invert due to an overloaded or clogged SAS or c sspool depth in cesspool is less than 6"below invert or available volume is less than ''day flow 7 Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number /of times pumped i. _ y portion of the SAS,cesspool or privy is below high ground water elevation. �y 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. _ y portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria_and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303. therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd - 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 U e system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim'Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well. If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 t OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 243 Parker Rnar3 (lc�crvi 1 t o Marr Owner: t Date of lospectioo: Check tf the following have been done. You must indicate s" or"no"as to each of the following:, Yes No upurtg information was provided by the owner, occupant. or Board of Health _ 7- 1-verem anv of the system components pumped out in the previous two weeks -,;/as the system received normal (Lows in the previous two week period? �. .HaN e large volumes of water been inrroduccd to the system recently or as pan 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 tnspccted for signs of break out were all system components;J luding the S kS,.located on site E. Were th septic tank manholes uncovered.+opened, and the interior of the tank inspected for the condi.,o.-." 'AJ e' ^c baffles or tees, matena 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 propc' naintcnance of subsurface scs,agc disposal systems? { The size and location of the Soil Absorption System (SAS)on the site has been determined based or: Yes no 4 Existing information. For example, a plan at the Board of Health. _ Determined in the field (if any of the failure criteria related to Pan C is at issue approximation of o s •^:e s nacccptable) 1310 CMR I S.)02(3)(b)) S Page 6 of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C 'SYSTEM INFORMATION Property Address: 243 Parker Road OstPryj 11e,Mass_ Owner: Linda McKnight Date of Inspection: 1 1 f 4/02 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): j° DESIGN flow based on 310 CM t 15.203 (for example: 110 gpd x # of bedrooms): l n = AV e, Number of current residents: �'C__ Does residence have a garbage grinder(yes or no): 44 Is laundry on a separate sewage system (yes or no):A�P [if yes separate inspection required) Laundry system inspected Oyes or no): �- Seasonal use: (yes or no). Water meter readings, if available (last 2 years usage (gpd)): 2001 —1 22, 000 gal lops=334 . 25 GPD Sump pump(yes or no): 2000-74, 000 gallons=202 . 74 GPD Last date of occupancy:y— COMMERCLAL(INDUSTRIAL Type of establishment: 1/!7 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):A*V 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: ' 7'✓� �'�'//�/,( Was system pumped as par; inspection(yes or no): If yes, volume pumped: J�gallons -- How was quantity pumped determined? C✓' Reason for pumping: Heavy scum & solids layers were present. TYPE OF SYSTEM X)d Septic tank, distribution box,.soiI absorption system Single cesspool Overflow cesspool - Privy a Shared system(yes or no)(if yes,attach previous inspection records, if any) 0 Innovative/Alternative technology. Attach a copy of the cwTent operation and maintenance contract(to be obtained from system owner) 1d Tight tank /V Attach a copy of the DEP approval 'Other(describe): Approximate age of all components,date installed(if known)and source of information: .Cesspools 60 ' s leaching pit 15 years old Were sewage odors detected when arriving at the site(yes or no): "� 6 Page 7 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM-INFORMATION (continued) Property- Address:243 Parker Road Owner:Tinda McKnight Date of Inspection: 41 /4/0 2 BUILDING SEWER(locate on site plan) 4" orangeberg pipe from the house ,I / to #1 cesspool and from the #1 Depth below grade:1�4 / / !✓ cesspool to #2 cesspo,ol. Sch. 40 Materials of construction: cast iron 40 PVC other(explain): 4 PVC'ipe fF mh #� cesspool Distance from private water supply well or suction line: /d ry e the 1 000 cfallon leaching Comments(on condition of joints, venting, evidence of leakage, etc.): pit. Joints appPar tight No PVi'riPneA cf 1 PakAgP ThP cyst ern is vented through the house vents. SEPTIC TANK,��locate on site plan) Depth below grade: ; Material of construction: concrete,&y�metaI47 fiberglasW/Qpolyethylene /UA other(explain) If tank is metal list age:� is age confirmed by a Certificate of Compliance (yes or no�Q (attach a copy of certificate) Dimensions: Nl9 Sludge depth: AX _ Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or-baffle; Distance from bonom of scum to bottom of outlet tee or baffle: �i14 How were dimensions determined: 116� Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): _ w Septic tank i•c nnt p rE'Sprit Ml3ilJ CE'SGPnnl chni11 he pumped ovary` two—`S'-ears --� GREASE TRAP i�2(locate on site plan) Depth below grade: Material of construction concrete,,Ld meta(,fY fiberglassf,�polyethylen 0 other (explain): / Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle; _ Distance from bonom of scum to bonom of outlet tee orebaflle: 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.): n 6resse trap is net ppresen.t. Y 7 Page 8 of 1 l OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:243 Parker Road Osterville,Mass. Owner: T.inda McKnight Date of Inspection: 1 1-�4 �9 a TIGHT or HOLDING TANKy, (tank must be pumped at time of inspection)(locate on site'plan) Depth below grade: vll Material of construction: 464 concrete y.4 metal,d,4 fiberglass,dA pblyethylene,eJ4 other(explain): Dimensions: 1414 Capacity: _ 0 allons Design Flow: *14 gallons/day Alarm present(yes or no): Alarm level: _dam Alarm in working order(yes or no): 4/9 Date of last pumping: AW Comments(condition of alarm and float switches, etc.): Tight or holding tanks are not present D DISTRIBUTION BOX (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of box, etc.): . Distrihutinn hax is not present PUMP CHAMBER(locate on site plan)' Pumps in working order(yes or no): V4 „ Alarms in working order(yes or no): Comments(note condition of pump chamber, condition of pumps and appurtenances,etc.): Pump chamb _r is not present I 8 Page 9 of 1 I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Add ress4,1 Parker Road rvi �MaC;C; Owner:Linrla rKnight J Date of Inspection: Af n 2 Zlocate SOIL ABSORPTION SYSTEM (SAS): on site plan, excavation not re uir d ?-a 'x1 n ' block cesspools and 1 -1 000 gallon precasgt el�aching pit . 6 ' X10 ' ) ' These are in series: If SAS not located explain why: r,nra t-ed• See page 10 Type/ _leaching pits, number: . leaching chambers, number: 0 jo leaching galleries,number: a �Q leaching trenches, number, length: ' :eaching fields, number, dimensions: overflow cesspool, number: innovative/altemative.system Type/name of technology: etc.): Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, I.Oamv -and to medium fine sand No signs of hydraulic failure .. dr .Ve etation is norm a . CESSPOOLS; —(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth,top of liquid to inlet invert: Depth of solids layer: Depth of scum laver. _ -- Dimensions of cesspool: Materials of constructions Indication of groundwater inflow(yes or no): .06 Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): same as above PRIVy,flocate on site plan) Materials of construction: Dimensions: Depth of solids: sl F Comments'(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation;`etc.): Privy G not present. 9 Pit( 10 o/I I OFF)I^LA,L INSPECTION FORJI - NOT FOR VOLUNTARY �SSESSntE� — : SUBSURF^CE SEwACE DISPOSAL SYSTEhl INSPECTION FOR1 PART C SYSTEM INPOR&LA TIOtq (conllnvc0)`" ➢'�� ^� �oorr 243 Parker Road o�+ .' 1 l P Mass S)UI TCH OF SEWACE DISPO AL SYSTEM Ao.•Or I IIIi(h or in1 11wI II oiipolll Iyllcm IntlV011 Iltl 10 II It111 t1v of;t�/nvl� toci,( III �-rnl --,h.n 100 (11I. IOCIII whctf 0Pc1T11lntnllc(ct(Acc Dvblit w 11tt IVPPIY Mill the Ovitolt) � 1 W41eIt u 0 Page 1 1 of l l OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 243 Parker Road Osterville,Mass. Owner:Linda McKnight Date of inspection: 1 1 /4/0 2 SITE EXAM Slope Surface water Check cellar Shallow wells P Estimated depth to ground water feet Please indicate(check)all methods used to detennine the high ground water elevation 10 Obtained from system design plans on record - if checked, date of design plan reviewed:NA yU Observed site(abuning property/observation hole within 150 feet of SAS) pfL Checked with local Board of Health-explain: NA TZS Checked with local excavators, installers- (anach documentation) y� AccessedUSGSdatabase-explain: -http; //toun.barnstable.ma.us. You must describe how you established the hi h ground water elevation: Used: Gahrety & Miller Model 12/16M Ground water elevations above sea 1PVP1 Used: USGS Gprvatiran wel J i data_ ,Tune 1 2 Used: USG Toc-hni cq Qp v� v}auivunal 1 af-i n 92_nn0-1 P1 At e #2 Annual ranges of ground T water. elevations. Leaching Pit �� ;eet Groundwater. Feet Below Bottom of Pit High Groundwater Adjustment 1,8 ft per Frimpter Method Therefore, the vertical separation distance between the bonom Of the leaching pit and the adjusted groundwater table is 7. feet. 11 T1T�rll'1"ITTT' T'T.�lr'.:iTT*r.T..T':'.'T'-.'4'i:TTc.� iTilt rfZ-c:'TL.IT.� 1'UNN OF BarnstableT'T [lOARU OF HEALTH SWISURFACE SENA(;F DISPOSAL SYSTEM INSPFCTION FORM - PART D •- CERTIFICATION •.•T"t•T••.••...—T.1 I/^�.T.T..�'tl'n.:/T T.K.TTt/TI"T'T'. �'.1�'1 t.��i'TAT""T"n1.�.^T RTTITi'TT�R7 TRIIT'I'TTiTP41TrRr.•�..I`I'T'T•1. .�. A -TYPE OR PRINT CLEARLY- F'ROPERTY INSPECTED STREET ADDRESS 243 Parker Road Osterville,Mass. ASSESSORS MAP , DLOCK AND PARCEL. # OWNER ' s NAME Linda McKnight PA1?7' L) CER7'IFICATION r NAME OF INSPECTOR Joseph , P. Macomber Jr COMPANY NAME Joseph P. Macomber. &ton Inc ------------- COMPANY ADDRESS Box 66 Centerville Mass 02632 5 t r e e t Town or City Stata LIP COMPANY TELCPHONE ( 508 ) 775-33-38 FAX ( 508 ) 790-1.578 •TT CERTIFICATION STATEMENT. " I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true , accurate ,- and omplete as of the time of . inspec•tion . The inspection was performed . and any recommendatiOtis regarding uPgrade ,' maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems , Check ore : Svste6 PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or Lhe environment as defined in 310 CMR 15 , 303 ,' Any failure ' criteria not evaluated are as stated in the FAILURE CRITERIA secti on of this form . System FAILEll$ The inspection which I have conducted ' has` found that the system fails to Protect the *public health and the environment ,in- accordance with Title 5 , 3.10 CMR 15 . 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection f rm , Inspector Signatur %���!✓ ` Date copy of tfli c t.ification must be provided to the OWNER, the BUYER Dne where aPplicab and the DOnI2D OI* HEAL1'll , * IC the inspection FAILED, th)-- owner or `operator shall u within one dear of the date of the inspection , unless allopgraweddortrequiredm otherwise as provided in 3.10 ChIR 2. 5 . 305 partd . doc i _ t Town of Barnstable Regulatory Services .. 4 Thomas F.Geiler,Director NAM $ Public Health Division Thomas McKean,Director 200 Main Street Hyannis,MA 02601 Office 508-862-4644 Fax: 508-790-6304 Installer&DeAmer Certification Form Date: Designer: Installer•. _ A1.�Uta�� �.�� r'.���.► ' - .-� IA TES OC Address: 42 CANTERBURY LANE 538 Address' / , /�- 508/540-2534 On 3 ! �' 1' w•L/yr�.cutd,�y-was issued a permit to install a (date) (installer) septic system at- �Aoc Qlv'r%L based on a design drawn by (address) f, ,� L- dated 4- - u (( esigner) certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical-relocation of any component of.the septic system)bdt in accordance with State&Local Regulations.. Plan revision or certified as-built by designer to follow. o CHRISTINE 4�y v ��� �F 10AS3�C Iv pFA1RNENY G� der'S 1 v No. 926 y i CDPSTEPHcN O ® L) FGIST�K�' _ A 0 (A.ffix D tamp ®®� (Etesigner's Signature) esig s-S ov�� Here) PLEASE RETURN TO BARNSTABLE:PUBI.�C_. ELI IVISOlY. --CERTMCATE OF COARIJANCE WILL NOT BE ISSUEff; ' NTH`_THgS`FORIM AND AS- WILT CARD ARE RECEIVED BY THEBARNS'I'ABI °FUB C;:gE ,TH DI�SION. THANK YOU. -—-- Q:H=hbiSeptidDesig na Cefifi6-d&Foam -- a y. TOWN OF BARNSTABLE LOCATION 2 perkcr 1?d SEWAGE # �'� f� VILLAGE (��%fir �� /� ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) /� 'T (size) oo z i NO. OF BEDROOMS PRIVATE'WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: .DATE COMPLIANCE ISSUED: �r Ape" t VARIANCE GRANTED: Yes No !� l 1 _ 3I � 1`s' ...1..E .00 THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Allplutttion for Eli-opnsa1 Works Tunfitrnrtinn Prrutit Application is hereby made for a Permit to Construct ( ) or Repair XX3 an Individual Sewage Disposal System at: 241...Parker• Road Osterville Location-Address or Lot No. N[C N 1 gh t ..,...............•--•---•-••---•--.._. -- ......-_-___---_-----------____---________-•-•--•-•-••---•- --•....... -------••-•----•-••-•••-•••-•---------------•--•-••----••__--_----•••------•---------- Owner Address W J.P,Macomber Jr. Installer Address U Type of Buildi Size Lot............................Sq. feet Dwelling=No. of Bedrooms............................-...............Expansion Attic ( ) Garbage Grinder ( ) '4 Other—Type T e of Building --------------- No. of persons.......... Showers — Cafeteria fir YP g ------------- P ( ) ( ) Ga Other fixtures -------------------------------- - W Design Flow..........................--................gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—No- -------------------- Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No..................... Diameter-------------------- Depth below inlet--------...-......-. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a 14 Test Pit No. 1................minutes per inch Depth of Test Pit----.--------....--- Depth to ground water........................ Gi, Test Pit No. 2................minutes per inch Depth of Test Pit----.-..-.--------.. Depth to ground water........................ ----------------------------=---------------------------------------------------•---•-••••--•-•••---.......................................................... 0 Description of Soil----------•---------------- --------------------- .....-.......------------------------------------------------------------------------- -------_----------- x Sand & Graved v ...-------------------------------------•--•---------•--------------._...---•-------•---•-•--•-•-------------------------------------------------•------------...-•--------------------------•--------- W ----------------------------------------------------------------- ----------------------•---------------------------------------------------------------------------------••--•-------------•-•••------ UNature of Repairs or Alterations—Answer when aylicable ......... ...... .................. 1-1000 ga lon Leach pig -----------------------------------------------------------------------------------------••••-•-••-•--...---...------------------------------------------------------------------•------.._.._...------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia ce has i,, n i ued the boar of h lth. Signed - - .....9/11�9-0. ------- Dare Application Approved By ....... .............................--------------------------------------------- - �`1� ?b-------- Application Disapproved for the following reasons- -----------------------------------------.....................................-------------------------- -------------------- ------------ ---------------------------- :.. ---------------- ---------------------------------------- Date Permit No. �(J +Yl ------------------------------- Issued .....................................................-------------- --- ----- ----------- Date $ 30. 1\fo..-----= ----- Fps............._............00... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Disposal Works Tonstrurtion Firmit Application is hereby made for a Permit to Construct ( ) or Repair (KX)[an Individual Sewage Disposal System at: ....................... .................................................................................................. Location-Address or Lot No. N[cltght .... de ................•........------...........---------------........•-•--•-----••-••-•-••-••-•---- -----.---------------------------•--------------..........--•---------------------......---...-•-- Owner —Address w J.P:Macomber Jr. _ d Installer Type of Buildin ^.�....-- $f.... Size Lot............................Sq. feet Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building---------------------------- No. of persons............................ Showers — Cafeteria P� � r Other fixtures -•---------•-----•------------------------------•----••------••----------------------------------.._..-•-----....-----._._....---------.....---------- w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 9 Septic Tank—,Liquid capacity............gallons Length................ Width................ Diameter................ Depth_............. W Disposal Trench—No.-•------------------ Width....................Total Length Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z - Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date...................................... ,.� Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fZq Test Pit No. 2................minutes per inch Depth of Test Pit-•-_-__----_------- Depth to ground water--__-_.-_-_-.__.__..__-- -... ---•-----------------------'------------------------------------...--------------------------------------------------•------•------------......--••••--...... `„Description of Soil.............................. ----------- - -= U} .--••..............•--.....Sand. & W U Nature of Repairs or Alterations—Answer when applicable____________________ _ _ __._._.........._......_........___.___._......._.. 1-1000 gallon leach pit. ----------------------------------------------------------------------•--•------------•-------------•------•-------------------•----....----------........................-•----------•-•••••••....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia ce has be n is ued b the boar f he nth. Signed --- . _ . --- ------ ----- 11 0....--.. Application Approved BY ------- -<��-�= -hf��� ` Application Disapproved for the following reasons: .......:........_.............................. r- ------ ----- Permit No. .... z -�------------------------- `� �� ' tlssued ........................................................... .... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .TOWN OF BARNSTABLE Vertu irate of (fomplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( XX) by �Z-0.Q.e-hla.c'n ah P-r �Tr ........................................ ......................................................................................................................................... Installer at ----2��.--.Parker Road Osterville. -----------------_-...--- - .-.........-----------...------------------.......... ............................................--..................................................... has been installed in accordance with the provisions of TITLE 5 of The State Environmental CVNT s escribed in the application for Disposal Works Construction Permit NO. ... 1...-.5' � .....7..------------------- -------------------- dated -.... �-- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARE THAT THE m - SiYSTEM WILL FUNCTION SATISFACTORY. . ..................... "' a444! ------------Inspector .. ... - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No...�d.-l� . FEE.......$...�o.�0 Disposal Works ToMptrudiott "permit Permission is hereby granted........ 'P Macomber r. to Const4 ark°eR co&6X8STelrt>�lc,ijT!Vjl Sewage Disposal System - atNo - ................................................................................................... .......... Street �j �/� as shown on the application for Disposal Works Construction Permit No.-10..-%/1 Dated.......��•,/.. .y................ ram...................... ' -�.........._ DATE..... _.1 ..-----•-------•......................•-----------•---- FORM 36508 HO S 8 WARREN.INC..PUBLISHERS Town of Barnstable P# Department of Regulatory Services BARM AE" : Public Health Division Date �s61� h� 200 Main Street,Hyannis MA 02601 Ep Mix Date Scheduled 3�07Time Fee Pd. v� Soil Suitability Assessment for Sewage Disposal Performed By: jLX Witnessed By: - a LWATION& GENERAL INFORMATI Location Address Zs`✓� i��/�- Owner's Name �� Address 'z'--?✓ Assessor's Map/Parcel: (p/-. '� Engineer's Name`J`. j �r,. Am. NEW CONSTRUCTION V REPAIR Telephone# Land Used 5 Slopes(4b) L � ' Surface Stones Distances from: Open Water Body, \5 o ft Possible Wet Area 41 b ft Drinking Water Well 1 O ft Drainage Way 5 c ft Property Line \b ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands 1�n proximity to holes) Ify- 241toc 4 Parent material(geologic) Depth Depth to Bedrock io Depth to Groundwater. Standing Water in Hole: A Weeping from Pit Face ; - Estimated Seasonal High Groundwater L L. J DETERMINATION FOR SEASONAL HIGH WATER TABLE o -" Method Used: 4 PD t Depth Observed standing in obs.hole: in. Depth to soil mottles: In. Depth to weeping from side of obs.hole: In, Groundwater Adjuatment tt. Index Well# Reading Date: Index Well level �., Adj.thetbr. ,ma__ Adj.Clrtsufldwator Level,,e PERCOLATION TEST gate-—12 Time'..11�✓_ „ y, Observation Hole# Time at 4" Depth of Perc 4 _ Time at 6" � Start Pre-soak Time @ w,00 o 11me ff-V) End Pre-soak. Rate Min./Inch 7+ 4 Site Suitability Assessment: tte Passed V Sitc Failed: Additional Testing Needed(Y/N) . 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 Conseirvation Division at least one(1)week prior to beginning. Q:\S EPTICIPERCFORM.DOC i DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil er Surface ' (in•) (USDA)) (Mansell) Mottling (Structure,Stones;Boulders. Con istency,%Uriivel) J ,t 0 8 A 5 L \o�.'R 7/1G 1J o S{b t•x.ts� . 143 ia'�. G.vtst.CC LOD LrG DEEP OBSERVATION HOLE LOG Hole# Li Depth from Soil Horizon Soil Texture Soil Color Soil ther Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi to % ra 1 N�rc.7g �o 0 e-�� L DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C i to c G vet L ZIP it eA ' �L- 5 Z C , t���?. sa•N� 7.�`(tc 45 rt.µ,•rsl, C.. 4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soli Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. 'Consistency,%QMX1 \o%.fr- Z a' ilv 5lo 4 ' L CZ, L M t�t7. ✓wN -1,Sy tit S 8 a rzcE►tsLr_, M1Ev. � Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes—Z O Within 500 year boundary No Yes Within 100 year flood boundary No Yes . Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio s material exist in all areas observed throughout the area proposed for the soil absorption system? \4v—S-1-7 If not,what is the depth of naturally occurring per ous 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 and experience described in 310 CMR 15.017. Signature -� Date °A Q:\SEPTICVERCIORM.DOC <.�• ,Q-0- NOTES: ,sa 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS . - &DIMENSIONS IN THE FIELD . P.t.sa Posls • 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, - wIAZExCASING DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT _ NEW RAILINGS TO MATCH EXISTING FIRST FLOOR TO BE 6'10"ABOVE SUBFLOOR ON F.F. 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS A NEW A t --,� STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 IA A6 COVERED A6 5.) 110 MPH EXPOSURE B WIND ZONE. PORCH 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, e 'TNG TO OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING ' MATCH EXISTING) - �i - 7.) ALL LVL•LUMBER/BEAMS TO BE 1.9e U360 LOAD - - a'a- e's 4 - ^ - - 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY YANKEE SURVEY " m FOR ALL PROPOSED&EXISTING DETAILS FIND,NEW ANDERSEN �'� ^ - 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL DOUBLE ING FRENCH SLIDING DOOR i I - .. � SIMPSON COMPONENTS r--,-- - - EXISTING .10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS EXISTING MASTER TO BE 3000 PSI H A6 C AB - - DECK c BEDROOM 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE c NEWSUNROOM D n VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY (VAULTED CEILING) - EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION b ,ra• 1a.0- .. INSTALLER/CONTRACTOR. - -• - - - 15.)VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE DESIGNER/CONTRACTOR IN THE FIELD . 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" _ &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF ------- - MASSACHUSETTS WIND SPEED MAPS .15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING -~liw OR PLYWOOD PANELS VERIFY ALL WIND BORNE DEBRIS PROTECTION sa so• ,{ m REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION B 1L --- -- Ilm ! - WINDOW SCHEDULE ---- BEAM ABOVE__ -- --- -- _ - -- -- NEW—DIq.COLUMNS - Y • THIS WINDOW TO MATCH ---- -—- —-- �. _ ON A W-HIGH HALF WALL EXISTING WTERIO TO HUT \\ �,a- TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS EXISTING INTERIOR SHUTTERS i i 4 I' S. - \\ - A ANDERSEN TW2442 2'-6 V8"x4'-0 7/8" DOUBLEHUNG O II I� r - B TW1842/DHP31042/TW1842 T-6"3 x 4'-4 7/8" H/ '.. D COMBO A © i1 © REMOD. - - C - TW21046 T-0 1/8"x4'-8 7/8" DOUBLEHUNG NEW LIVING EXISTING D " " A21 2'-0 5/8"x2'-0 5/8" AWNING 9 STUDY REMOD. EXIST. MUDROOM 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER&R.O.'S A GAMEROOM DINING - WITH WINDOW MANUFACTURER PRIOR TO ORDER PLACEMENT - _ 2.ANDERSEN 400 SERIES,WHITE EXTERIOR,PREFINISHED WHITE INTERIOR - W/SIMULATED DIVIDED LITES&FULL SCREENS,VERIFY ALL DETAILS W/OWNER O POCKET DOOR C � J 11 V Jy ns ' EXIST. I I ✓ ' . sa s-0 BATH CLOS. r ON b �_� �_ 70 CLOSI. 'C! LOS. 00 = a EXISTING .. _.. ) BEDROOM D EXISTING EXISTING EXIST. KITCHEN GARAGE - BATH o �up 2 e (�- d S.3 0 i _ / �,► — FIRST FLOOR PLAN IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS LEGEND' CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 0 EXISTING WALLS TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) CONSTRUCTION TO BE REMOVED FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL M NEW CONSTRUCTION u-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE (E)SMOKE DETECTOR - 0.35 0.60 49 20 30 10113 10(2 FT.DEEP) 10113 _ " © NOTES: -CARBON MONOXIDE DEFECTOR - 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. ' Xp'a• 21)l 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS _ _- THE DESIGNER SHALL BE NOTIFIED IF ANY �Q® COTUIT43BREW BAY RROADDESIGN, LLC NEW ADDITION/REMODELING FOR' THESE ERRORS OR OMISSIONS TARE FOUND OF SCALE DRAWING NO. 43 BREWSTER ROAD MU ERES STRU ONSIa EB OR TNGHE°c°oNNTTEN°R 1�4'I}^ MASH PEE,MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION PH.(508)274-1166 L E O NA R D RESIDENCE COMMENCES ER OF ANY ERR NOTIFYING THE Al FAX(508)539-9402 , ' s. - ,_ • DESIGNRAWINGY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF D.ANY 243 PARKER ROAD OSTERVILLEI MA CONSENT ETOFE EOTEIGNERUHERUSEOF DATE : THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION EXIST. G EXIST. 3 12 NEW CRICKET - 'VERIFY IN FIELD - • EXIST. + TOP OF VLA_ 4 .. ® ® ® ® BOARDS SIDING TO HATCH TO _ ya• `.. .•. - BOARDS TO MATCH EXISTING T - NEW W.C.SHINGLE. ' NE— - - - EXISHl MIT, TING > -_ FIRST FLOOR ilTIT REAR ELEVATION - 12 12 NEWRIDGEVENT EXIST. EXIST,\ - , M FT ANEW ASPHALT ROOF SHINGLES • • 3 '• - .s _ TO MATCH EXISTING i NEW AZEK FASCIA.FIREZE.A SOFFIT BOARDS TO MATCH EXISTI - 12 . ' • TOP OF PLATE .. -. NEW AZEN WINDOW P.T.6 v 6 POSTS EXISTING TRIM TO MATCH is - W/AZEK CASING ' - FFH NEW AZEK DECKINGFIBER] RAIl1NG$TO • MATCH E%I6TING FIRST FLOOR �. " l•' D - 1TdY SUBFLOOR m w EXIST. EXIST. _ D -0. 15.� U LEFT ELEVATION - - - NEW CRICKETw _ b �. ' . - • _ - - 12- 2'-0' B'd VERIFYALL. - - : ;Y,.• - - - - I .'F ..> 9 DETAILS IN - - - _ THE FIELD - - - L - _ - • - - -}.rt 5. = EXISTING CLO BEDROOM s FLAT ROOF - BELOW— _ T EXISTING s BEDROOM _ CS. CLOS. w A _ -EXIST. FtF FtJ,; EXIST. • Ell lIRl e .•- - 2.L_.R 6UBFOOR � I • EXIST. P, BATH FRONT ELEVATION SECOND FLOOR PLAN \ ® COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR• THE DESIGNER 6MALLBE NOTIFIEIT ANY I� ERRORS OR OMISSIONS ARE FOUND ON .A 43 BREWSTER ROAD THESE DRAWINGS PRIOR ToSTAN OF SCALE : DRAWING NO.: MASHPEE,MA. 02649 INGTHE6EUCTION.THE BUILDINGDRPONSIBEFOR THE CONTENT L E O NA R D RESIDENCE WILL BE CES WITHOUT FOR THE CONTEN N PH,y(5086`)274(-1166 1/411 FAX(50�)539-9402 COMMENCES WITH OUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. OFESE THE OWNER NOTED ANY OTHER USE OF ARE SOLELY FO THE E DATE : THES243 PARKER ROAD OSTERVILLE, MA CONSENT ENTOFTH DESIGNER UNDER THE HE 10/2/2015 ' CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION A2 4� NEW PT.6.6 POSTS ON tab' t - - 12'DIA.CONCRETE SONG- - TUBESWI2B'DIA.BIGFOOT FASTEN HIPS TO POSTIBEAMS - F.T. 6 a 6 POSTS FOOTING UNDERNEATH TO WI SIMPON NLP2 HIP CORNER FASTEN BEAMS TO _ SIMBELOWGRADE.USE 7-3 J'-J' PLATE W/RNERCNLCEC POST CAPS.USE « SIMPSOR ACE 6 POST BASE - ' — L - CORNER CONNECTION DETAIL NEW EK C a I POSTS - bAC60RACE6 POST CAPS FASTEN JOISTS TO BEAM - W AZEK CASING W/SIMPSON H2.S TIES }P.T.3a 12 BEAM 3-1314'.21M'LVL BEAM A4 c A4 1 A4 A4 NEW 2a 10's 16'o.c. b^ ------ § y : : • § , P.T.2a ID LEDGER BOARD LAG BOLTED TO W/MIDSPAN BLOCKING b I- D • - + SOLID BLOCKING WI(2)LEDGERLOK BOLTS - SOLID 2.B BLOCKING IN THE OUTSIDE 1 3•10 MP 2.10 HIP / 16'os.STAGGERED WI JOISTS HANGERS a TWO RAFTER a CEIUNG JOIST BAYS ALLOW r5 b - ®4B'.oc.. SPACE FOR AIR `. - •;t. . 1'-6 _ FL OW ON THE UNDERSIDE OF ROOF ,I: • SHEATHING a a 6 POST F/tOM RIDGE ,• - pOWN TO MBELOW - 3-1 <•.11 2171.VL FADER • - - A4 I A4 NEW FULL BASEMENTI BASEMENT ` WINDOW - ... , - ♦ ., (P CONC.SLAB WI 6 MIL SOLID BLOCKING IN THE POLY VAPOR BARRIER 7? 4 OUTSIDE N•lp JOIST BAY6 UNDERNEATH) NEW B'CONCRETE FOUND. AT 4B'e.c. Itds t6'o c.WALLS H NEW 2.WI VERTICAL BARS AT36o.c.8(1)HORIZONTALBAR I WI MIDSPAN BLOCKING AT TOP b MIDDLE OF WALL 8 +I I i B'.1 B•LONCRETEFOOTINGS W12—KEY 6.�. KT. ]- .12 IRT PKT. I - . , - - a - • x. / _ b I - - m b(C _ ------J I m A S I NEWS 1/Y DIA. STEEL LALLY COLUMN C I BILCO'C' I NEW 3-30'.12' - - 1 A4 BULKHEAD CONCRETE FOOTING— 12 NEW CRICKET.VERIFY ALL. x • y _ -- ---------- __ _ __ __ _ - - - ° � - MULTI LVL BEAM R.. - r DETAILS IN TXE FIELD _ _ IJ 3K.11 .REMOVE E%IST. - ' I I f• . BUUKHEAD • _ - - 4.6POSTFROMRIDGE - + I I FOUNDATION - DOWN TO BEAM BELOW NEW 2x IDs 1S'o.c. - - + I. WIMIDSPANBLOLKING - -' BASEMEM I I NEW I I SAWCUT 3'0"OPENING vANDOW I I IN EXIST.FOUNDATION FOR - I I CRAWLSPACE ACCESS INTO NEW �u I I 2•LDNL.$AB WI6ML BASEMENT o . I I POLY VAPORBARRIER) O 10GIRT s - A •NEW8WAL WIN.FOUND. . 21•: ' N ... :. • - A - .. ,. FOOTINGS TO< BELO ` t O - a ' ".,. to -: GRADE.USE(1)B4 HORIZ• O BARATTOP a MIDDLE ••`~ ,. - :`_ OF WALLA 2.4 KEY IN. c L FOOTING REMOD.,. oo° --,—:D 12 2-0 GAMEROOM Iv UPT-UP FOUNDATION/FRAMING PLAN INSTALL FLASHING UNDER n - - HIGH WIND ASPHALT 1 HOUSEWRAPb DECKING - ROOFSHINGLES r - • SIB'CD%PLYWOODSHEATHING 15- 'INSTALL 5M'ANCHOR BOLTS AT 48"os.MAX. r B + - 1 AZEK DECKING 3' ~ " ' m 2112 RAFTERS 15tl FELT'PAPER" WI SIMPSON BPS 5—BEARING PLATES R 1 • - \ POKER AND TO A8 MINIMUM EACH - • - .-ROOF FRAMING PLAN WINDWASH B CORNER AND WI A B'MINIMUM DEPTH . - - EXISTING HOUSE fSIMPSON H 2.5 HURRICANE CLIPS ' ' 1 FLOOR JOISTS - _ _ - BARRIER TW VIDE ICE-AMR SHIELD _ ' •- � - ALUMINUM DRIP EDGE }o i P.T.2 v 8's 16os. NOTES: , 1.3 STRAPPING WI Cn _� NEW FASCIA.FRIEZE,a SOFFIT JAI O T.) 2X IZRAFTERS��B"O.C. 2'GYPSUMBOARD BOARDS TO MATCH E%ISTING INSTALL PEEL b STICK 4B'o.c. P.T.2a6SIU WI SEALER - RUBBER MEMBRANE 2.).USE SIMPSON H2,5 HURRICANE CLIPS - BETWEEN LEDGER AT ALL RAFTERS ENDS - TYP.2.6 WAU..S - - SHEATHING 3.)VERIFY GUTTER TYPE/LAYOUT - P.T.2 a 10 LEDGER BOARD LAG BOLTED TO W/OWNERS - SOUD BLOCKING Wl(2)LEDGERLOK BOLTS ° ANCHOR BOLT DETAIL Ir".STAGGERED-JOISTSHANGERS ROOF/WALL DETAIL s DECK DETAIL SCALE:V2"=T-0" SCALE:1/2"=1'-D" COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THEDEDRAWI SWLLBENOTIFIEOIFAN SCALE : DRAWING NO.: ✓ 43 BREWSTER ROAD ERRORS C OMISSIONS TE FOUND ON THESE DRAWINGS PRIOR TO START OF nC CONSTRUCTION.THE BUILDING CONTRACTOR MASHPEE,MA. 02649 WLLESEDRAWINGS BE EFONSTRUOR THE CONTENTTIO1/4N� 11_011 c L E O NA R D RESIDENCE N THESE DRAWINGS IF CONSTRUCTION Y �T ..I1.I COMMENCES WITHOUT NOTIFYING THE PH. SOS 274-1166 DESIGNER OF ANY ERRORS OR OD THE U L ^ FAX(50 )539-9402 -l _ - 243 PARKER ROAD OSTERVIL'LE•;. •MA ' _ CONSENT OF THE ER THE USE J THESE THE OWNER NOTED ANY OTHER USE N DATE THESE DRAWINGS REQUIRES THE WRITTEN CONSEMTURAL DESIGNERUNOTECTI 10/2/201�3'_. ARCHITECTURAL COPYRIGHT PROTECTION • f. TYP.ROOF CONST., 2 .2,12 ROOF RAFTERS®16' - -518•COX PLYWOOD ROOF SHEATHING -ASPHALT ROOF-SHINGLES -15LB.FELT PAPER 4 MULTI LVL RIDGEBEAM IVHIAINSUunDN TYP. ROOF CONST. s - C SLOPED LEIUNGS(R-49) - i -2 x 12 ROOF RAFTERS®16'°.c. i .11'WA INSUUIO TN /- - ® PLYWOODWIF COX FLAT CEIUNGS(R=491 2 v 6'u®W°.c. - - .EPOM RUBBE M SHEATHING I G [ MEMBRANE ROON -SIMPSON H 25HURRICANE CLIPS / _ - 12 AT ALL RAFTER&NOS / _ -15LB.FELT PAPER ' D -ICEI WATER SKEW AT BOTTOM / / 12 - - _ 1216H R. -SIMP60N H2.5 HURRICANE CUPS.- S -LPAVOENT BE TWEE RAFTERS / "'1 3.BOARD �8 WINDWAAT ALL HBARRIIE -WIND WASH BARRIERS / / ON 1.3STIiARPING w -WIND WASH BARRIERS 0 -ALUMINUM DRIP EDGE / / ®1fi'O'C' -ALUMINUM DRIP EDGE TOP OF PLATE TOP OF PUTS 2%12'u AZEK 1 x 6 V-GROOVE u - SPRAY FOAM CEILING ON 1.3 TYP.WALL CONST. -' ' INSULATION(R491 - T STRAPPING @tfi-°s. - ]-T 314"%]114'LVL 2.,12•PLYWOOD SHEATWNG G NEW r F' - NEW - _ - PCREENED 3 s•(R=m)Bgn.wsuunoN - SUNROOM - PORCH 4.1a-GYPsuM BOARD: STUDY S.W.C.SHINGIE SIDING T 6.TYVEK VAPOR BARRIER - - - VERIFY DECKING& RAILING MATERIALS 14•T&G AONANTECH - WIOWNERS . FRST FLOOR SUBFLOOR-GLUED&NAILED- - _ FIRST FLOOR _ PAS TENqi • 6UBFLOOR - 6UBFLOOR BEAMWIP.T.2.1.'S616-°.c. - .2.5 TIES 2 X tVs�t6'4.c. - _ 2 10 BEAM 1P.T.2v 10 BEAM NEWNEW.'CONC.FOUND. NEW.'GONG.FOUND. CRAWLS'PACE. WALLSFOOTI WIB'X 1.-CONC. WALLS WI.•X1.-CONC. N"DIA.EW ONCPOSTS ON • FOOTINGSTO4'P BELOW 1U DIA.CONCRETE SONG- GRADE.S E(4TYBELOW ^ GRADE.USE(1)F4 HORIZ. 2'LONG.SLAB FOOTING W28-DIA. TO b NEW FULL- GRADE.USE(1)ILIID HORI2. • - BAR AT TOP&MIDDLE 6MIL POLY UNDER - ' ' FTl'BELOW GRADE.GSETG _ - - BASEMENT BAR AT Top&MIDOLE OF WALL.06 VERTICAL Of WALL&2r4KEY IN - SIMPSONABUMSPOSTBASE BARSAT]6—INSTALL FOOTING &AC6 OR ACE 6 POST CAPS (4'CONCRETE 118 W, 2 v 4 KEY IN FOOTINGS T 6 MIL POLY VAPOR A SEC 1 ION @ SUNROOM �BARRIERUNOERNEATII) GRADED—lPRO.FBELOW l SECTION @ SUNROOM - - - A4 GRADE A4 • .- + a NOTE : - - ALTERNATE FOUNDAT,DN WALL SIZE - + SECTION SUNROOM TORE IP THICK Wl P&MJDUOFWHORIZONTAL • • ' r\ * BAR AT TONCRETEFOFWALLB T - u + }. ,. - •; - .A4 -, OOTINGS.(NO VERTICAL REINFORCING REQUIRED) F' NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING .• ROOF FRAMING: - BLOCKING TO RAFTER(TOE NAILED) - 2-Bd - 2-10d - EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d ,3-16d' EACH END WALL FRAMING ' TOP PLATES AT INTERSECTIONS (FACE NAILED) - - 4-16d' _ - 5-16d - AT JOINTS • " - - .- a - - - STUD TO STUD(FACE NAILED) 2-16 d 2-i6d - 24" HEADER TO HEADER(FACE NAILED) - 16d 16d 16"....ALONG EDGES FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) -- 4-8d - 410d PER JOIST - - BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d _ EACH END BLOCK ING TO SILL OR TOP PLATE(TOE NAILED) 3-16d - 4-Ed - EACH BLOCK - - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 416d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3.8d 3-10d PER JOIST - - BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST - - BAND JOIST TO SILL ORTOP PLATE(TOE NAILEDO 2-i6d 3-16d PER FOOT - ROOF SHEATHING: _ 4 ., _ • - WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD - RAFTERS OR TRUSSES SPACED OVER 16"ox. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Ed 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD - W/STRUCTURAL OUTLOOKERS - _ GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE14"FIELD CEILING SHEATHING : - GYPSUM WALLBOARD 5d COOLERS — 7"EDGE110"FIELD ' - - WALL SHEATHING: "- •� WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"D.c. 8d 10d 6"EDGE/12"FIELD - _ - 1/2"&25/32"FIBERBOARD PANELS Bd — 3"EDGE/6"FIELD _ ,A 12"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD FLOOR SHEATHING: - - WOOD STRUCTURAL PANELS(PLYWOOD) _ 1"OR LESS THICKNESS 8d lod 6"EDGE/12"FIELD - - GREATER THAN Y"THICKNESS 10d 16d 6"EDGE/6"FIELD - THE DESIGNER SHALL BE NOTIFIED IF ANY �u® NEW ADDITION/REMODELING FOR: - - s 4 ERRORS ORONISSIONS ARE FOUND ON - C OTUIT BAY DESIGN, LLC THESE DRAWINGS PRIOR TO START O SCALE : DRAWING NO.: 43 BREWSTER ROAD - - - - CONSTRUCTION.THE BUILDING CONTRACToa WILL BE RESPONSIBLE FOR THE CONTENT MASHPEE,MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION 1/4" = 11-011 c 8 L E O NA R D RESIDENCE - COMMENCES 6 ANY ERRRSOR NOTIFYING THE ' PH. 508 274-1166 COMMENCES WITHOUT OROMISSI— -FAX(50 )539-9402 DATE : �� ' 243 PARKER ROAD OSTERVILLE, MA CONSENT OF THE THE USE OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 10/2/2015 ARCHITECTURAL COPYRIGHT PROTECTION Y rt LINE OF NEW CONSTRUCTION MASTER BEDROOM I •.I NEW DECK r. 0 3 m iz • �OD ElrEll - } EXISTING HOUSE ': o m EN/ EXISTING GARAGE PEHV POOF 1p NEW PmR , 1 . Hoof rx-iHc PIAN 243 PARKER RD FLOOR PLAN-1/8"F Indesi gn LLC Osterville MA SCALE: 1/8" = 1'-0" APRIL 28, 2007 i..� , ._.. _., . . CL co - r L....... .N 1.. .... .... ._.._....... ..... ... ... ......._ N ...,..... .. .. N - N O .. co L__ _ ___ ._ _ o • 30' 6" „ VENT VENT NEW CONSTRUCTION OUNDATION WALL IG 748 SF VENTELATED CA CRAWL SPACE W/ CAPPING SLAB co - - - - - N VENT VENT', 8'-5" 6'-1" 3b' 243 PARKER RD FOUNDATION PLAN Irides gn LLC Osterville MA SCALE: 1/4" = 1'-0"- APRIL 28, 2007 v<. ° S , a • i D _ r •I. } 0., c, a y A , , M r° b' v. Ys , , , • 9 7 7" 3' ILI _ r u. -- �_, _�_.�,..�— �..� _mow-•�.— - — — - --- — -- --- _ 3 5 1/2' 2—7 : 3_10 r,_7 = 2' 4 1-/2'r 7'-1 5_0 2.• a � EXISTING GARAGE - ., • : REBUILD,ROOF, TO NEW ,. PER ROOF FRAMING PL N EN T.R ° rt . ` O' s v AS e M TER -BEDROOM . z e LAUNDRY h w • M A S.TE - _ v : w .�- Y:W r . d 4-1 1 2 • , r • d • p 0 d w' a .a r CJl 9 - fi \ a i a. I : , s , rr 2-4 1/2 4 1 a C + n. SAFETY.,GLASS n o r 6'-1 1'' 2.r 8'-4 1 2 31,-3 1 2".- , _ D • _ a P 14'-6" - C� ` = I 44'-6:' b k ti : _ , 243 PARKER RD BUILDING PLANS' a F 'Indesi gn LLC Osterville MA SCALE: 1/4" APRIL 28, 2007 „ . _ , ` / z - t • 00 r _. 3' S 1/2" 2 �.. 3' 10' „ 2. �.., 2' 4 1�2., �. 1.. 5.. 0 1/2.. - EXISTING GARAGE REBUILD ROOF TO NEWT PER ROOF FRAMING PL N ENTRY ' _ O' e MA'STE LAUNDRY MASTER BATH W J _ I 4'-1.1/2" Fi 2'-4 1/2" 4' 1 0 SAFE GLASS ' 6_1 1/2.. 8'-4 1/2" 3'-3 1/2.. 6'-10" D 14'-6" : 243 PARKER RD BUILDING PLANS Indesi gn LLC Osterville MA SCALE: 1/4" = 1'-0" APRIL 28, 2007 15 ........... ......... \.� /....... .:I _ .............. .,............_....._. ... _.___............. __..............._.._W.I,.. _ ........... Lo . n ` 2X10 PT _ __.................,. .___... w........W......._- ®-12 .O C _,.v..._ .__..._...... ._ �.. co_ ,. . 'o i n . .._ ._. .._. N Y .....Y,•........ __ ........ ......... .._...... _. ... 00 " .. - X _ -'x N ,......, I 2X10 PT .... ..... _ ...-.-. .............. ...... ... - _ 1 _ I , . � i ........... . . °° I o . ...... I . . I t VENT VENT 243 PARKER RD DECK FRAMING/ FOOTING PLAN Indesi gn LLC Osterville MA � �' _ SCALE: 1/4" 1'-0"' APRIL 28, 2007 29'-8 1/2" �- 6' k J 11, .10'' MAE y 5'-11 1/2.. � _I v NEW DECK C 243 PARKER RD DECK PLAN Indesi gn LLC . Osterville MA SCALE: 1/8" = 1'-0" APRIL 28, 2007 m rm/ra ox Fxmwcno y .. ..• • 4 U FLOOR FRAMING PLAN - uy im cwrcx dmMc Haar r�cxp vi4 m(wra as�w noa y([am - - - � .- - No e ROOF FRAMING PLAN 243 PARKER RD FRAMING PLANS Indesi gn LLC Osterville MA SCALE: 1/4 V-011., APRIL 28, 2007 - OTAL LATERAL LOAD 373# (6) 3 1/4" .131 FULL HEAD 12D Z= 82# PER G(SPECIFIC GRAVITY)=0.42 E. TYPICAL ROOF 1-1/2"/1-1/2" SIDEMEMBER (NDS CONSTRUCTION 6®82=492# CAPACITY CONT. RIDGE VENT. ROOF SHINGLES 3 i 3 2 ARCH. 30YR ASPHALT i , , »;,•._. r._,..._. _M_,,., 15 # FELT PAPER 1Al 1/2" CDX PLYWOOD NIa 3 1/2" RAFTER VENTS 2X8 3 3 itk 2" X 10" WOOD 12 N.. �...... RAFTERS ® 16" O.C. G . " /.j 2 ' METAL HURRICANE CLIPS 9 D 16G' CONTINUOUS SOFFIT VENT �1G 14" € ' 2"X 10" CEILING JOISTS (PER FRAMING PLAN) _.. . _,.. . ..,...._ L . 9" KRAFT FACED INSULATION R30 MIN. SEE INSULATION BAY VENTS (INSULATED RAFTERS) FASTENER DE Al 1"X3" STRAPPING 1/2" GYP BLUE BRD/ SKIMCOAT PLASTER CONT. SOFFIT VENT. TYPICAL EXTERIOR CEDARWALL GLESSIRoEWA�� RAFTER/ELEVATED CEILING JOIST TYVEK OR SIMILAR s, FASTENER DETAIL 1/2" CDX PLYWD SHEATHING I ' 2"X 4" WD STUDS i `° SCALE: 1-1/2" = 1'-0" ® 16" O.C. 3" KRAFT FACED INSUL R13 MIN W/VB L ON THE WARM SIDE s 1/2" GYP BLUE BRD/ SKIMCOAT PLASTER ry I TYPICAL FLOOR _ CONSTRUCTION 3/4" OAK STRIP FLOORING ,k3 3/4" T&G PLYWOOD SUBFLOOR GLUED 9 1/2" TJI FLOOR JOIST (PER PLAN) ® 16" O.C. 6" KRAFT FACED INSULATION R19 MIN. I `' 3" 3000 PSI CONCRETE SLAB 4 ON COMPACTED SOIL 1 2"X6" PT SILL I"" ' [ y SPACED PER CODE W/1/2" ANCHOR BOLTS ' 8" POURED CONCRETE WALL �I1 W/ 10" x 22" POURED I 6 r I CONCRETE FOOTING FOUNDATION AND FOOTING r-e' EXTENDING'BELOW FROSTUNE AS REQUIRED o'PER CODE 243 PARKER RD BUILDING SECTIONS/ DETAILS Indesi gn LLC Osterville MA SCALE: 1/4" = 1'-0 APRIL 28, 2007 3088 - o NORTH ELEVATION { . �a FALSE CYIYNEY • I MOOD fAAYE W/ Po�FDYDCN YF11lEED > • • NORTH ELEVATION.. ;,>.. . WEST ELEVATION _ _ n • 1 NOW Lf 06 9 SOUTH ELEVATION 243 PARKER RD ELEVATIONS Indesign LLC Osterville.MA SCALE: 1/8"= 1.'-0" APRIL 28, 2007 Top of Foundation EL 32.1' a�3 7 t qe _' -I g67RIFER FinishGradde]]E�L]]31t7]77�]j])j ]/�(�'"" ]�tllllljTFinish Grade EI 31t6" o 1/2" Washed Slone 3" Thick INV EL - F+--- 12.83' Finish Grade El. 31't Alax29.9 2Q'Dia. i I RISER34 ! ! l t ! 1�I l ( I I!"l>✓I! 6„ i�Q o p.'. 24" 48" a 48" Mom--- 8.5' -�1 RISER 58 28.0' FLJr J�Ljimp �1 C-71 L�'J�7 C� Io" Min. 14"Alin. INV INV EL, °a , m ee4 m>m a El. 25.17' INV EL -'-\ �---- INV EL27 60 Number of Trenches - 1INV EL28.35, BelowFlory Line 28,10' 2780 =; Number of Chambers - 4 27.17' 8" 3/4" - 1 1/2" Washed stone 8' Liquid Level 48" 42' 4 HOLE DISTRIBUTION BOX PROPOSED LEACH TRENCH - END VIEW N. T.S. Install Four 500 Gallon Units with Four Feet of Stone at Sides and Ends. ^' 1500 GALLON SEPTIC TANK PROPOSED CHAMBER LEACH TRENCH o PRECAST REINFORCED CONCRETE DISTRIBUTION BOX Install on a level base Design .Data: Bottom of Deep Observation Hale El. 20.0' Minimum wall thickness = 2" Five Bedroom = 5 X 110 gpd = 550 gpd Required Flow Minimum inside dimension = 12" No Garbage Disposal Allowed High Ground Water <'Elev. 15' (GIS Topography) Outlet inverts shall be equal to each other and at 2" minimum below inlet invert. Use: Chamber Trench 421 x 12.83'W x 2' Eff/Depth The distribution lines from the distribution box shall all have [42' -f 42' + 12,83 + 12.83] x 2 0 = 21, equal inverts as determined by flooding the distribution box to 42' x 12 83 = 538 + P the height of the distribution line invert after all lines have 4 + ECONo been sealed in place. 757 x 0. 74 = 560 GPD Total Design Flory s AVE Invert adjustments shall be made by filling with durable and Locus �HfRo ` ' o nondeformable material permanently fastened to the line or + + SAS RESREVE AREA CB FND. + x w reconstructing the lines until all inverts are of equal elevation. WEST BAY .� 31 ' 166.98 � im ' 1 o NECK + 1 PARKER POND p 1 1 POND ,5 12 � + 1500 GALLON REINFORCED CONCRETE SEPTIC TANK 581to 5 30 - + - _ 31 Minimum Construction Materials Per 310CMR 15.226(2 29 \ ��_- oRtvEwAY i + �'� `�` Tees shall be constructed of.Schedule 40 PVC and shall. extend a GB FND. � 10' + c� minimum of 6" above the flow line of the septic tank and be on .. 'a4. ' N 31 r--" -- i W 02 PAC � the centerline of the septic tank located directly under the 28.5 � ----��cARACE �`% �6, � ++ , °°N clean out manhole. X \ PROPOSE��_ ON SLAB -"'"� 81 H� i i sEA�Ew The inlet pipe elevation shall be no less than 2" nor more than 3" � 17.0 AoosTto above the invert elevation of the outlet pipe. + + .U C' T.T.S3' Z A, 1=> Septic tank shall be installed level and true to grade on a level, a o + + stable base that has been mechanicall 2a.1 2D, y compacted and on which N \ ' 6" of crushed stone has been placed to ensure stability and �, x + �'CID 10 x REFERENCE PLAN 607-27 to prevent settling. -� 4e i o o "1 -� = +_;0t + o R i 4 0 REFERENCE DEED. 17669-233 Septic tank shall have a minimum cover of 9" , o 0 30' EXISTING o Two 20" manholes with readily removable impermeable covers DWELLING o �, +! ASSESSORS DATA: of durable material shall be provided with access ports. REMOVE EXISTING---; #243 13.5 0 ; CP I + i MAP 116 PARCEL 77 The outlet tee shall be equipped with gas baffle. CONCRETE PATIO I f D/B 'o' o .� ► FEMA DATA ZONE C ' 17' PROPosED 8' N �.\ + ; PANEL 250001 0016 D -._ 1500 GAL. + + MAP REV JULY 2, 1992 52.1' y __.-- SEPTIC TANK , 21' + s �•-P ► i ZONING DISTRICT.•. RF-1 0 VERLA Y DISTRICT A D �1111 OF Af GENERAL CONSTRUCTION NOTES �,�-� 12.83 \ BUILDING SETBACKS o���� PARCELS 1 & 2 PROPOSED _ + + FRONT - 30 ctlsrrt� \ 1. All the workmanshipand materials shall conform to D.E.P Title 5 _ - ---""-J, and the Town of Barnstable rules and regulations for the subsurface TOTAL. AREA 1$>L157fSF �r sas CHAMBER _ - a + + At IavlyY g \ TRENCH-------- 14a' o ti SIDE & REAR 15' v No. 926 disposal of sewage. 2 Two 20" manholes with readily removable impermeable covers °' _ 1___----` -- - `-�- 1.39 + O/ST of durable material shall be provided with access ports PARCE.L�_- --` 1 \ 16 31 A�ITAR+A� y�17-e within _6„ of finish grade. - PARCEL 2 30 7�7r�•� 3. All components of the sanitary system shall be capable of - BM: TOP CB FND. ,S.rTi AND LJ �,PTIC ACAN withstanding H-10 loading unless they are under or within 10 ft 2x.s Na1�53 57 29 ELEV. 31.27' of drives or parking. H-.20 loading shall be used under Or within Prepared For. GRAPHIC SCALE DATUM: cis � ►► • 10 ft of drives or parking unless noted Plastic equals may be ►► ,� ���, p�R. ,R ROAD used in lieu of all precast units. CB FND. 20 0 10 �� `�N,SseRSsc�Ay 4. The excavator/contractor shall call dig safe and verify the location P# 11697 Q�S Nv s_' b7 Of all site utilities prior to any excavation, and shall be responsible for Health Agent.: Mr. Desmairis RS ' � Sz�1 N ► all matters relating to electric easements Test Date._ 04113107 ( � �U -';� Q i 0stenille--Ba'rnstable, ffassachusetts 5. Sewer pipes shall be 4 Schedule 40 PVC laid at a min. 0.02 slope. Soil Evaluator. S. Do le Q� o� 4 Y i inch = 20 it. ♦ o c 6. Any masonry units used to bring covers to grade shall be . �A Scale: 1- High Ground Water cEle v 15 (GIS Topography) .: = 20 Bate.- April 17, 2007 mortared in place. ,i 7 Finish grade shall have a minimum slope of 0.00 ft per foot. TH #1 EL. 31.0' TH #2 EL. 31.0' TH #3 EL. 31.0' TH #4 EL. 31.0' �+ -"9 Prepared Bp: 8. The excavator contractor shall be responsible to check all grades PERC <2 MIN/INCH PERC <2 MIN/INCH PERC <2 MIN/INCH PERC <2 MIN/INCH Stephen J. Boyle and Associates / P g o" - o" - - 0.1 0„ 42 Canterbury Lane, B Falinout& .�A 02536 and elevations and to contact Doyle Associates of any discepancies, A SL 10YR 3/2 " A SL 10YR 3/2 A SL 10YR 3/2 A SL 10YR 3/2 Telepbone:• 5081540--2534 Prior to construction. 8 8' 8 8 9. The excavator/contractor shall be responsible to contact 8 LS 10YR 5/4 B LS 10YR 5/4 B LS 1 OYR 5/4 B LS 10YR 5/4 -Z-:e _Ei3r Z ,p �► �.� Doyle Associates 24 hours prior to any required inspections. EL. 28.0' 36" EL. 28.0' 36" •- EL. 28.0' 36" EL. 28.0' 36" 01 MED SAND 7.5YR 5/8 PERC 48" C1 MED SAND 7.5YR 5/8 C1 MED SAND 7.5YR 5/8 PERC 49" C1 MED SAND 7.5YR 5/8 10. Where water lines are located within ten feet of sewer lines or 41" 41" 52' 52" sewer components, the water line shall be cased in shedule 40 PVC. MED. ro MED. To MED. To MED. To C2 . FINE 2.5Y 6/4 C2 FINE 2.5Y 6/4 C2 FINE. 2.5Y 6/4 C2 FINE 2.5Y 6/4 11. Should it become necessary for SAS construction Within the reserve SAND SAND SAND SANG area, the water line shall be relocated a minimum of ten feet from all 84" 84 84" 84" sewer lines and sewer components C3 FINE 2.5Y 7/3 C3 FINE 2.5Y 7/3 C3 FINE 2.5Y 7/3 C3 FINE 2.5Y 7/3 SAND SAND SAND SAND i32" 132" 132" 132>, NO WATER ENCOUNTERED NO WATER ENCOUNTERED NO WATER ENCOUNTERED NO WATER ENCOUNTERED NO. DATE DESCRIPTION BY EL. 20.0' EL. 20.0' EL. 20.0' EL. 20.0'