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Home My WebLink About0051 PRINCE AVENUE - Health 51 Prince Avenue Marstons Mills A= 077 002 G �07 0� �' � j�o� P� _ a a�,�8g �� TOWN OFBARNSTABLE LOCATION ��(/r'"J41� L t•'y` ' SEWAGE 4607 "'-S 1� VILLAGEAJA jtg��' ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO, SEPTIC TANK CAPACITY LEACHING FACILITY.(type)do,.e` C�,ryghh.�� NO.OF BEDROOMS J OWNER ' rySt PERMIT DATE:9- - 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 1 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) /7 U Feet FURNISHED BY�JIoI /,/S fSqr i►� s P� y/ I TOWN OF BARNSTABLE LOCATIONS/ /fir:h('e JJWi?4%' d C`T 1 SEWAGE#1607 "_ L/ WLLAG40 del ,S�c�ri� JS.c j't f f ASSESSOR'S MAP&PARCEL �/ INSTALLERS NAME&PHONE NO. f� a& SEPTIC TANK CAPACITY l S c�a C 4C- LEACHING FACILITY:(type)ocwi cd Jc f NO.OF BEDROOMS , OWNER fN ( he 1 Mill 4 '%r'+"S� PERMIT DATE: COMPLIANCE DATE: sy 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) /% Q Feet- Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �x 131 6 = ,3�q tv 3 1� No. / / F l •�°Q"�.�/�-�� c%Ja�i�/ Fee h �✓ " i THE COMMONWtALTH OF MASSACHtlS' Entered in computer: s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYicatiou for 0i.5po5al bpgtem Cougtructiou Permit Application for a Permit to Construct( j Repair(grade ]Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. f�- o Ownera gg,'Address and Tel��vvo. f-T- LAI Assessor's Map/Parcel C, Z f� G Q S 5 A-evv I te w(.¢ - G 2 C r Installer's Name,Address,and Tel. o. esigner'tN e,Address and Tel.No, SC64,t Sl4 (� � OS�tJ✓it�c- xEn � a rf" PA4el� 7 V V\ or-1L- s T Type of Building: Dwelling No.of Bedrooms _ Lot Size J;_Yi�� sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow .TS U gallons per day. Calculated daily flow d gallons. Plan Date 2— 3 { - O 7 Number of sheets 1 Revision Date i\A, Title Pa cs Pof c 5e_L44. c Size of Septic Tank I S fj G Type of S,A.S. �`k AIV - -erS Description of Soil Gwg_ 1 v— c7 vpt A-f 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 issue y this Boaz of alt Sig d Date* Application Approved b Date Application Disapproved for the following reasons Permit No. Date Issued � � � �• W, rr. •f� - F � � t 1 r �'� ' •-.�� Grp/�.�5 .. /1/ J No '0 7 4 Fee THE COMIVIOI `aLTH OF MASSgCHU;, Entered in computer; Vr `,A 1 • es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE.,MASSACHUSETTS- v plicatior� for ig o�q1!*pgterrt for gtruct' ou ertnit µJ` ..rt� j Application for a Permit to Construct( . )RepairUpgrade kj Abandon(� ) -O Compiete System ❑Individual Components Location Address or Lot No. e e vim' 0 4-� Owne ' Addrgss and Te1.�1o. Mt325d-oH i�i/�f...y„y;a .�;�,��Gv�� n/a- Ile,4)_1y 7 �� Assessor's Map/Parcel, 7 /G Z - — r 7=V 6 S� Z S 4 <,l v,i I! wl,l G 2 C Iristaller'i-Name,Address,and Tel.No. Designer' Name,Address and Tel.No. SC (A-t $i.KIL- L P R oS4rJ✓ioe=P.A- A C-k2- 1��/� Ev,� i �. t� rl �, 7 3��A4F pA C4 7 F V\ ot-11^ t S T `� �4C �• ti�,� s �^ v hods- � 71 - '~ Type of Building: ! 309 *. Dwelling No.of Bedrooms_ Lot Size,*4`� sq.ft. Garbage Grinder( ) c-t Other Type of Building No. of Persons Showers( ) Cafeteria( Other Fixtures r DesigtrFhow gallons per day. Calculated daily flow a gallons. Plan Date 3 1 - O 7 Number of sheets / Revision Date In 4 Title ''Pao Posy I Se c44 ' `Sc ' k ,2 - Size of Septic Tank 15� r G Type of S.A•S.? la4 b l(S ��C e i� C r e ^t-� Description of Soil ✓A!k r o S 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 issue y this Boazd.oUHeal / , Sig a Date* Application Approved b Date)!A- Application Disapproved.for the following reasons 1 7_ Permit No. Date Issued 0 f ' - ---- ------ — — — ——————— l THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( )Repaired ( )Upgraded Abandoned( )by at �k 4KFtgo C $44 /l t' kk A • has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer s(4.�. .S 1'� i L �' Designer 14- P = / The issuance_of this permit shall n t be dhstrued as a guarantee that the sy t m ill function as d igne Date Inspector � ,� , w vv V . ✓ 67 .. .. _. _ . . J�—� / --- — — — ---- --------- ----�- No. — Feel/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Digpogar 6patmin ion.5truction Permit Permission is hereby granted to Construct( )Repair(Upgrade( )Abandon( ) System located at I-/ P`! N ! A 4 r4 A,A-CS 4&tr c u,,,' 1 1._J IMt1 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 dale of this pe n Laic:__ `��i Approvedb�y�� r v�y i Y Town of Barnstable SINE 'Regulatory Services Thomas F. Geiler,Director MAS& Public Health Division 16 9.94'Ar s � Thomas McKean Director eo�r 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 2OS Sewage Permit#09 _� Assessor's Map/Parcel n Installer&Designer Certification Form PA Designer: �j Ry, n1 y�- 'E h1 l 4em/ A Installer: g P( S Address: -'� ►�otL�� 0.�� Address: �r�� YJ 0x �! On SC -s�,CJ G,115 was issued a permit to install a (date) (installer) septic system at AT I Roi hices y& La% *2- based on a design drawn by (address) g h r t h Q1.-etk2 -J dated C061- o— re q ' 131019 design ) 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. CA' I certify that the septic system referenced above was installed with major changes (i.e. J 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 ns. ..Plan revision or certified as-built by designer to follow. Stripout (if re 6af cted and the soils were found satisfactory. STEPHEN Gv, D. MAT$ON CIVIL (Ins e s Signature .e No.a6345 FG/STE��O�� CNAL esi er's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice forms\designercertification form.doc r r ' {' to 190�7' STONE DRIVEWAY --f— - BENCH MARK 32 15' SPE SETB—ACK PK TBM / GARAGE ;/ ELEV.=21.93 ON SLAB ; i 8' eNr) i r -Jr TP #3 SLAB = 22.2 PROPOS D 1" WATER SERVICE 69 ---- 2 --- x 21,7 \ LAWN 18. w —w w w —w I—w / 8' 1 16' ; \ DECK \�'pylsp 19.4' O O 2,0 4" CAST IRON, w _w c\ ky 'c D-BOX INV.=19.9 'P - " p� 9� 1500 GAL. `rp �F.p9sj \ x 203EPTIC TANK x 21.9�'% INV. OUT r' - ELEV.=19.14 BOTTOM OF IELD �� x 20. ELEV.=17.1 � BREAK OUT x Q ELEV.=19.13 EXISTING SINGLE STORY �� ¢ o �� FRAME DWELLING WOODED LIVING EA: 1235 SF* WNW 51 Prince Ave-Lot#2 CO ,�' BU T: 1880* Marstons Mills,Massachusetts # O - �� RUM rwr r o ,� '"' Wilhelmina Real Trust 1-1 N - *PER-AS \ OR P.O.sox 582 `n Osterville,MA 02655 v ra x 19,4 'mow 15' S MIX N 6335�7' l� As-Built Septic System -Lot#2 BAXTER NYE ENGINEERING&SURVEYING o x 16.7 Registered Professional Engineers and Land Surveyors �h ;6 ,\ N 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 I WOODED Phone-(508)771-7502 Fax-(508)771-7622 _n � x 14,8 -'--- x 1S 10 0 /0 20 0 14�3'' - 29.97' SCALE IN FEET S 89-58'08" W %°1��N OF1,.,4 � sca1E 1.� 20. o '�O PdATTHEW eyG ` _j '�j E Y GATE- 06/24/06 > CIV1Cn a 43 3 'OF S T O' ��' Na er ah r MOG o S�ONAL ti�G amlw NAM 10.\N 2001 01-115 CML PL 1-115—PS—ASBUILT. I 2001-115 0 N O 11/16/2018 Health Parcel Lookup i u.m .. ,. .r. . Logged In As: .iOWW'micrandd Parcel Lookup Friday, November 16 2018 Application Center Parcel Lookup Selection Items Search Options Search By Parcel • Map Block Lot ............ ....................... . __ .......... 077 1.002 i Search <Prev Next> Page 1 of 1 Rows/Page: 10 • Parcel Location Owner Village Map 077-002 51 PRINCE AVENUE CROCKER, SUSAN M TR MARSTM 077002 077-002-001 37 PRINCE AVENUE CROCKER, SHARON L MARSTM 077002001 http://issgl2/intranet/healthMaster/lookup.aspx 1/1 �� l�� f� 1 �� Town of Barnstable cErPi- M 200 Main Street, Hyannis MA 02601 508-862-4038 ' s6sP ' Application for Building Permit Application No: TB-18-3805 Date Recieved: 11/16/2018 Job Location: 51 PRINCE AVENUE,MARSTONS MILLS Permit For: Building- New Construction-Rebuild After Teardown Contractor's Name: SCOTT S SHIELDS State Lic. No: CS-065898 Address: OSTERVILLE, MA 02655 Applicant Phone: (Home)Owner's Name: CROCKER,SUSAN M TR Phone: (Home)Owner's Address: 51 PRINCE AVE, MARSTONS MILLS,MA 02648 Work Description: new foundation& construction of 3 bedroom 2.5 bath house Total Value Of Work To Be Performed: $260,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: SCOTT S SHIELDS 11/16/2018 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $260,000.00 i Date Paid Amount Paid I Check#or CC# Pay Type - -- Total Permit Fee: $1,451.00 Total Permit Fee Paid: $0.00 THIS IS NOT A'PERMIT 11/16/2018 AsBuilt TOWN OF BARNSTABLE LOCATION 3/ -,�Z SEWAGE#Vo02 VILLAGE�G►d4l?Jt e4iJ i,-j f(I ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO.��fc SEPTIC TANK CAPACITY 15 ao Eat: LEACHING FACILITY.(type)tlL*idi< ft e*gAtrh�q (size)f-,J" c f"4 p NO.OF BEDROOMS J OWNER 1.ke Im, 4 r1yt�FY Tr 4` t PERMIT DATE: COMPLIANCE DATE: r4V-W 6-J-,a� 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) /1 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) U Feet FURNISHED BY ! B{ -- c� ' 0 If http://issgl2/intranet/propdata/prebuilt.aspx?mappar=077002&seq=2 1/2 11/16/2018 AsBuilt http://issg12/intranet/propdata/prebuiIt.aspx?mappar=077002&seq=2 2/2 11/16/2018 AsBuilt TOWN OF BARNSTABLE WCATION .51 'i�jue-F A M- SEWAGE# pk " VILLAGE ASSESSOR'S MAP&PARCEL � INSTALLERS NAME&PHONE NO. . OfAknow-X . SEPTIC TANK CAPACITY In LEACHING FACILITY:(type) ' yer--) n (size) S-Cam _ NO.OF BEDROOMS . .. C OWNER �,�C[>� . eock�� 12' 201 'K I PERMIT DATE:_ !Q Dt'>e COMPLIANCE DATE: 2 Separation Distance Between the: Maximum Adjusted.Groundwater Table.to the Bottom of Leaching Facility In (Q' Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachin ciiity) Feet FURNISHED BY �4Ag-M A r-T'a j r C9uect A- O O 0 i http://issgl2/intranet/propdata/prebuilt.aspx?mappar=077002&seq=1 1/2 11/16/2018 AsBuilt http://issgl2/intranet/propdata/prebuiIt.aspx?mappar=077002&seq=1 2/2 1 TOWN OF BARNSTABLE LOCAnON ,me IF Aos, SEWAGE# �t VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. f4k f10`xx SEPTIC TANK CAPACITY f 1 pt o C4C�\��n LEACHING FACILITY:(type) CV (size) '�c �►P NO. OF BEDROOMS OWNER �< 12i A 2--0 X PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table.to the Bottom of Leaching Facility 1 a Feet Private Water Supply Well and Leaching Facility(If any wells exist Al on site or within 200 feet of leaching facility) N A, Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachin cility) P, Feet FURNISHED BY r�""fter"r �1 ►� r15G329- 'T C��cOr O I, sl LOT NO. ADDRESS _ / !.S _03114NERS NAME: �'}0 � Z " O?7 C*9, SEWAGE PERMIT NO. : NEW:. REPAIR: DATE ISSUED:_ DATE INSTALLED: IIINSTALLERS NAME : f. INSTALLATION OF: WATER TABLE: 1','�J FINAL INSPECTIQN BY: DRAWING OF INSTALLATION ON REVERSE SIDE: �; vim_ .ez ay G ,f? `�1 s COMMONWEALTH OF MASSACHUSETTS f EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS m d DEPARTMENT OF ENVIRONMENTAL PROTECTION bW I TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM �� G�� PART A CERTIFICATION Property Address: #51 Prince Avenue �� Marstons Mills,MA Owner's Name: Susan M.Crocker Owner's Address: #51 Prince Avenue Marstons Mills,MA 02648 Date of Inspection: 07-14-06 Name of Inspector: (please print) Mr.Carmen E.Shay Company Name: Shay Environmental Services,Inc. Mailing Address: 34 Thatchers Lane East Falmouth,MA 02536 Telephone Number: (508)-548-0796 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: XX Passes Conditionally Passes I(AOFMq Needs Furt _r Evaluation by the Local Approving Authority Fails =-, off. CARMEN tiG :.. :E. �.1� O ti Inspector's Signature: LDate: 07-14-06-:)i Q. SHAY The system inspector shall submit a copy of this inspection rep the Approving Authority(Board of He SINS?ti� DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of lQ ;, 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,andlthe approving authority. Notes and Comments No evidence of hydraulic failure observed in SAS. Some evidence of solids carryover noted. Recommend pumping of septic tank. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 I Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: #51 Prince Avenue _ Marstons Mills,MA Owner: Susan M.Crocker Date of Inspection: 07-14-06 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: XX ' I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 I Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: #51 Prince Avenue Marstons Mills,MA Owner: Susan M.Crocker Date of Inspection: 07-14-06 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: IL r Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: #51 Prince Avenue Marstons Mills,MA Owner: Susan M.Crocker Date of Inspection: 07-14-06 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No XX Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool XX Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool XX Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool XX Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow XX Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped XX Any portion of the SAS,cesspool or privy is below high ground water elevation. XX Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. XX Any portion of a cesspool or privy is within a Zone 1 of a public well. XX Any portion of a cesspool or privy is within 50 feet of a private water supply well. XX Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] NO (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large 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 the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: #51 Prince Avenue Marstons Mills,MA Owner: Susan M.Crocker Date of Inspection: 07-14-06 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No XX Pumping information was provided by the owner,occupant,or Board of Health XX Were any of the system components pumped out in the previous two weeks XX _ Has the system received normal flows in the previous two week period? XX Have large volumes of water been introduced to the system recently or as part of this inspection? XX _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) XX _ Was the facility or dwelling inspected for signs of sewage back up? XX _ Was the site inspected for signs of break out XX _ Were all system components,excluding the SAS, located on site XX _ 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 ? XX _ 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 XX _ Existing information. For example,a plan at the Board of Health. XX _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: #51 Prince Avenue Marstons Mills,MA Owner: Susan M.Crocker Date of Inspection: 07-14-06 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): 440 DESIGN flow based on 310 CM 15.203 (for example: 110 gpd x#of edrooms): an Number of current residents: 2 Does residence have a garbage grinder(yes or no): No Is laundry on.a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use: (yes or no): no Water meter readings, if available(last 2 years usage(gpd): Sump pump(yes or no): No Last date of occupancy: Currently Occupied COMMERCIALANDUSTRIAL 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: None on File Was system pumped as part of the inspection(yes or no):If yes,volume pumped: gallons--How was quantity_Pumped determined? Reason for pumping: TYPE OF SYSTEM XX Septic tank,distribution box,soil absorption system Single cesspool _Overflow cesspool Privy _Shared system(yes or no)(if yes,attach previous inspection records, if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed(if known)and source of information: 1989 to 1991—No records available. Dates per owners recollection. Were sewage odors detected when arriving at the site(yes or no): No r .„. 6 I Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: #51 Prince Avenue Marstons Mills,MA Owner: Susan M.Crocker Date of Inspection: 07-14-06 BUILDING SEWER(locate on site plan) Depth below grade: 18" Materials of construction: XX cast iron XX 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: XX (locate on site plan) Depth below grade: 12" Material of construction: XX 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: 5'deep x 5'wide by 8' long (1000 gallon) Sludge depth: 3' Distance from top of sludge to bottom of outlet tee or baffle: 12" Scum thickness: 4"Scum Laver Noted Distance from top of scum to top of outlet tee or baffle: 2" Distance from bottom of scum to bottom of outlet tee or baffle: 12" How were dimensions determined: Measured Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Structural integrity of tank was ok.No evidence of cracks,leaks,or water infiltration/exfiltration. Inlet Baffle present and in good condition. Outlet Baffle also in good condition. Liquid level equal with outlet invert. GREASE TRAP:_(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.): it 7 I I Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: #51 Prince Avenue Marstons Mills,MA Owner: Susan M.Crocker Date of Inspection: 07-14-06 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): 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: NOT Present (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.): PUMP CHAMBER: (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,etch Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: #51 Prince Avenue Marstons Mills,MA Owner: Susan M.Crocker Date of Inspection: 07-14-06 SOIL ABSORPTION SYSTEM(SAS): XX (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number:_ leaching chambers,number: leaching galleries,number: XX leaching trenches,number, length: 1 Trench—10' wide by 30 feet long, 1' deep. 5-Concrete Flow Diffusers 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.): No evidence of hydraulic failure,ponding damp soil or stressed vegetation. SAS is 1.5 feet to top. Opened access cover. Probed stone with no evidence of hydraulic failure. Some evidence of solids carryover noted. Recommend pumping of system. CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: locate on siteplan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): ,r T•., � . r ,„�,. 9 r Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: #51 Prince Avenue Marstons Mills,MA Owner: Susan M.Crocker Date of Inspection: 07-14-06 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. 4a 3 - Co,�ec5 i Del 0 0 12` T .,.. 10 Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: #51 Prince Avenue Marstons Mills,MA Owner: Susan M.Crocker Date of Inspection: 07-14-06 SITE EXAM Slope Surface water -None Check cellar -Yes Shallow wells—None Estimated depth to ground water 20 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: XX Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) XX Accessed USGS database-explain: You must describe how you established the high ground water elevation: Per USGS MAP PLATE 2: Elev.of Ground=20 Feet Elev.Of Groundwater=5 Feet Elev.Of Bottom of Trench= 16 Feet Therefore: 16—5= 11 feet separation between Bottom of Leach Pit and Groundwater. Groundwater Adjustment using Index Well MIW-29(C): 0.4 feet Adjusted Groundwater Separation= 16—5.4= 10.6 feet between bottom of SAS and adi.groundwater Grade=Elev.20eet • Septic Tank � Bottom of Trench=Elev. 16feet Adj. Groundwater=Elev. 5.4 j -► Town of Barnstable P# It 94 F p�INF p� Department of Regulatory Services V31BA1"W BLB, 'r Public Health Division Date 200 Main Street,Hyannis MA 02601 plED Mph h Date Scheduled Time-Ll Fee Pd. a O So'I Suitability Assessment for Sewage Disposal Performed By: a L" %>,— Witnessed By: Q8,Y l Q 5 7-AW 0'0 LOCATION & GENERAL INFORMATION Location Address Owner's Name V(ii!-.t-1 Et.M VVAir AC7�LT)li w�/3 5'►'a7(S.wt �t-�S�v"'�1 Address .51 ?9'1,YLv, /ArYC�I PO,&OXIV Map/Parcel: `1- Engineer's Name vl E t tM 4 Assessor's Ma © P � � B )mev �/�� i16 fh1�rZ'�°dh� NEW CONSTRUCTION REPAIR Telephone# 00 // o� Land Use \'lQ�i]�t4>Y j t qL ' l9',`�_ :Slopes(%) 0 '-T� Surface Stones /Ilion C Distances from: Open Water Body ft Possible Wet Area` it Drinking Water Well ft Drainage Way it .Property Line it Other it SKETCH:(Street name,dimensions of lot,exact locations of test holes be pert tests,locate wetlands in proximity to holes) ,z/* / I 26 -TV2 q i tSS; ji 2 12 C= .. / A,do LnI PP r Air awwsu o,w°xe4 om"'na `�v�.:tiQox its visit 41�,-..J , P / j .gnu..• '`,:,. .`s I rn'°P.'Y I.. rLx eosciiev drr-___ l °aap,aurtx`IW�rtsr :.V.��,y Ic I •• t� Parent material(geologic) �1�llftklrC Depth to Bedrock �if zo �� t2 t Depth to Groundwater: Standing Water in Hole: l Z- Pl- Weeping from Pit Face Estimated Seasonal High Groundwater DETERMI�tATION FOR SEASONAL HIGH WATER TABLE Method Used: ©(DS�t b�� Depth Observed standing in obs.-hole: f Yy in. Depth to soil mottles: m Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft - Index Well H Reading Date: index Well level _ Adj.factor Adj.'Groundwater Level_ � I PERCOLATION TEST Diate-51.3hy7ime ® _ Observation �.-Hole S- _-,— Time at 9"_ - Depth of Perc Time at 6" i Start Pre-soak Time a Time(9"6") End Pre-soak Rate Min./Inch Sito Suitability Assassment: Site Passed Site Failed: Additional Testing Needed(YIN) 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:HEALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. q Consistency.%Gravell �► l Aw EshC54AIOy LtAk" �q,36 v�t�9 ►U 0 ,5 s B S•�, o0 5---mit 9p,Id 1 o D;fe DEEP OBSERVATION HOLE LOG Hole# Z. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency.%Gravell -22 � �,r,e�/ 1r7at —loge-513 ��I� �r 2I t9 y Id�l�� srl� �yRS�B 7oYo6a�r Ie �Ailoietcy CoQritS,�►,p l9 YR��`� l S o (Qra.�( (�oyC DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Gravell o•-43 F kLL Le2pN4 50pn1r, ��yQ 31z fS�v �+�QAYc"i K3"SI la 5'r till ora>M . l.vA31S �t r5cx� SI-�`( I(3 wt�0►uwt sgT1D �•�YB 5'� •- ld�� o y I�/� �- fc►4R��l�ti t� s�,,,(D I R )y - 1 8YL-� 1 ca DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil . Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistenc Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No_X Yes Within 100 year flood boundnry No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring per ious material? Certification I certify that on (date)I Have passed the soil evaluator examination approved by the Department of Envir mnental Protection and that the above analysis was performed by me consistent with the required trai ing,expertise and experience described in 310 CMR 15.017, Signature �1^ (� Date Q-.H EA.LTH I W P/PERC FORM Town of Barnstable [kREC[Eiplf 200 Main Street, Hyannis MA 02601 508-862-4038 �� Application for Building Permit Application No: TB-18-3805 Date Recieved: 11/16/2018 Job Location: 51 PRINCE AVENUE,MARSTONS MILLS Permit For: Building-New Construction-Rebuild After Teardown Contractor's Name: SCOTT S SHIELDS State Lic. No: CS-065898 Address: OSTERVILLE, MA 02655 Applicant Phone: (Home)Owner's Name: CROCKER,SUSAN M TR Phone: (Home)Owner's Address: 51 PRINCE AVE, MARSTONS MILLS, MA 02648 Work Description: new foundation& construction of 3 bedroom 2.5 bath house Qqoq, a Q� Total Value Of Work To Be Perfor d $260,000.00 N Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: SCOTT S SHIELDS 11/16/2018 d Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $260,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $1,451.00 Total Permit Fee Paid: $0.00 THIS IS NOT A PERMIT d-oo`7— v H 3 i 3 s7 vD-j- A B A5 A5 (AI✓ (n�N t 47`'W/ �eC�rW�^f av7ho/ Pl� ca ' 4< E—�W Co cn 0 cc CJ v4 ox[da DECK HOT TUB- b OUTSIDE STORAGE r SHOWER I x N 3 D' 6 S' WORK WORK SINK SINK ANDERSEN. ANDERSEN AW 25, TW 2446 ' n GARAGE a ——P.T.6 x 6 POST UNDER Y — POST TO RIDGE Q - 'ANDERSEN O TW 2446 PLATFORM UP .. 5 U _ - 97 x SV O.H.DOOR 9'6" Vr O.H.DOOR ANDERSEN - - - C'6 . _ AW 251 Iwo 4'-0' 6,_O� 9._0, Z-O* O NOTES: 32'-0 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, FIRST FLOOR PLAN � DETAILS,&FINISHES IN THE FIELD WITH OWNER Lo FIRST FLOOR =896 S.F. 4 3J ROUGH OPENING HEAD HEIGHT OF WINDOWS AT f SECOND FLOOR =650 S.F. SCALE FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR , 1/4„= 1-O„ 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE 5,) ALL STRUCTURAL DETAILS TO BE DETERMINED BY LICENSED STRUCTURAL DATE:O SMOKE DETECTOR 8/21/2006 \ ENGINEER.ANY ON SITE STRUCTURAL CHANGES AFTER CONSTRUCTION COMMENCES TO BE VERIFIED BY SAID ENGINEER. THE DESIGNER SHALL BE NOTIFIED IF ANY O CARBON MONOXIDE DETECTOR ERRORS OR OMISSIONS ARE FOUND ON 6.) PROVIDE UTILITY INSTALLATIONS FROM STREET.TO BUILDING I THESE DRAWINGS PRIOR TO START OF DRAWING NO.: VIA UNDERGROUND CONNECTIONS TO COMPLY Wl ALL LOCAL CODES CONSTRUCTION.THE BUILDING CONTRACTORWILLBE RESPONSIBLE FORTHECONTENT 7.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS IN THESE DRAWINGS IFCONSTRUCTION TO BE 3000 PSI COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF Al THESE DRAWINGS REOUIRESTHE WRITTEN CONSENT OF THE DESIGNER. r h A 1 ' W'N:bF •`� } �; lrne•5�1 1 10 24 AC 1 .89 AC 6• I 1 I b i I � 3.61 AC 6AC - u. 5 A C ff r . a 13 .23 AC c .56 AC 18 b .33 AC j .. •'�' IJ 1 fi;c •2.5 Ig. .23AC • s l I a 4J.J b fm O . ,AC Q249 28 Q .6e ac �1 W 23 1.08AC-5 65•S FOAD a . . ufhl R e �A►.M 32 AFS �,�'•�, 295 5 8 1.65AC s E� jt 2.18 AC-5'. 83 ,�. 3g 3.48 AC AP 1♦'o' 4 t Y F {eoOAC: dL O cr 1.50 AC tea. ' t.20 AC o 84 / IAst GENERAL NOTES- B AX°T E R N Y E s Srm ENGINEERING &SURVEYING . T. G�wAGENI ro�`RAN 6 ro 9Dw A PROPOSED OWEIAD ro REPLACE EXb7DIG,WITH Tiff z I=AREA 6 COMPRISD OF: BAXTER NYE . - - PER CURRENT ASST.CWR'S RBOORDS Owe� TR OF WALTY TRUST ENGINEERING & 1R D B�14M .PAZ�PACE SURVEYING ASSESS ASSESSOR'S MAP on.PARCEL 0 . PROPERTYAIR R IN LINES WAR HEREON ARE FROM AN RECORDED RAN DOW 66%PAGE M 1 DorRD Registered Professional Engineers and Land Surveyors Z01RD DISTRICT RF OARED 1RROBM mNDiC ffOURE]ENIS 78 North Street - 3rd Floor MR.LOT AREA-.97,120'S' Hyannis, Massachusetts 02601 MN LOT PfONTAfE-IM . Aft YARD STEAM FRINT-A SIDE-15'.REAR-15' Phone- 508 771-7502 LOCUS MAP Fax HEIGHT-ZS sraaLs FEET Phone - (568) 771-7622 -Scale:1R=Y000' 4. OVERLAY D6RMCIS AR-AMER PROWION p�6�y www.buxter-nye.com S A IRIS SERMON ]�Y ff NOIIS DY FA50007N6 TAIWb$MRnGNNs,ROR OF WAYS ETC.NOT DEPICTED..F M0WO ro ll NECLQNY,A RICE SEARCH SALL BE PERFORMED Or OHM AND SIPPLED TO RAXIER NYE ENGINEERING R SRVEYRG. - M THE PROPERTY IN I FOIMN110N SHOWN 6 EASED ON"IRENT AVAEAFIE .. RECORD I FORM ADON CONSSDD OF PLANS AID OEM THE OSRD FEATURES SOWN MOM WERE COMNED FROM AN GUM OR THE FEND SIRYEY PE BY BAXIFR NYE ENGMeMENG R SAM EW ON I-21-20DI AND AND N/F FRANCIS A. WATERHOUSE. TRS _ AS-EMT SAMfl OF CIRNUMBER, ND NM1'E54 ON 7 EFFECTIVE J17. �' �. /. / 7. ONOAAAIY PNIFI.MAl16Elt 25001 C 05111,EFELTNE JIBY I&2014.TEE PLAN BOOK 426 PAGE 16 M FLOOD INSURANCE RAZE YAP BUM INS AREA AS 2dff X, . STAMP STAMP �I I PER MASS OE O AS AR BL A 2RT. / I? � � ' SITE IE NOT Oi APPEAR TO ro BE OPEN AN AG 6 EC(AREA CRITICALENYWOOENTAL COI/fFiN)L F • STE DOES NOT APPEAR To BEIRDE R AN AREA OF ESTIMATED KABITAT OF RARE WILDLIFE AS � / LOT 1 .CB/bH FND MAPPED ON MASS CS GUYER PER NIESP TSTMAIED HABITATS OF RAZE INIDEFE'FOR USE AM 51 PRINCE AVENUE THE MA EEBANOS FROM ACT REGULATIONS(310 OR 101• MAP 77, PARCEL 2 - N/F _ 91E DOES NOT APPEAR TO BE NIDN A PRIORITY HABITAT AS YAPPED ON MASS 68 pFVER PER / REMAINS OF UTILITY / WILHELMINA REALTY TRUST MIESP ED TY K40 ACT,OF RARE FOR SPECIES LIM K MASSAOMUS:ITS POLE NOT FOUND SUSAN CROCKER.1R CONSULTANT SEE NOTE o BK 0.3 39, PG 345 14,406 SF SITE DOES NOT APPEAR TO CONTAN A CERIFED YEFNAL Po0.AS HARED ON MASS CIS OLRER S tLS3t'3Y E � I s PER NIESP'CRRTLItD VENIAL POPS• 0.33 ACRES - ' • SITE DOES NOT APPEAR To BE WIN ND A NERA REST AREA AS MAPPED ON MASS CIS SYS / �UILOING SETBACK LINE(TW) GAS AS'c 1./ '{ _ I • � /�� . =GAS=p70SDNC CAS AND ELECT. I SIRE IXES NOT APPEAR TO BE MDBI A SMiE APPROIED IDE 1 ODODNAIFR REOIAR(f �+ Q .,A.To BE EXTENDED TO I =1 I PR07MIM AREA --NEW A1ION. COORORIAIE - / - WITH CAVE UTILITY y I SSE DOES APPEARS ro ff RIM A ZOE ff CONTRIBURRI TO A SALTWATER ESTUARY < - .y` ,,p EXISTING DRIVEWAY COMPANI __ T6 ABLE Box REG..SO-45 N/F DORMS V.FASTER // ps' �e4 - - / M REMAIN - �,A o T CONSULTANT BK 18058,PG 258 ,p SA, - I / P / 1P `9 / / op I 9. UTILITY INFORMATION SHOWN HEREIN ' +` R4r`mat GGAARAAGGE PROPOSED I$ Z I OE COMIR0LG7Ot S ALL CONTACT DWI SAFE(AT 1-BBIEi30-SAFE)AND IRNm COMPANIES TO TO IELEAN STOOP -�I LOCATE nE IDCAnQI a ALL ExaTNs unFTas AT EFAsr rz MtpA6 PION ro TIc START a / 1 BULXIIEAD GAS R� COISIRUCDdt E705TN/6 UDEAODIROI NFRASTRUCiME;U1N11ES WDOIS AND I/ES ARE IX E '$ SHORN N AN APPROXIMATE(MATE WAY(PLY.WAY NOT ff TARED ro TIDff SNOW HUM AND HAVE - 00000o p M I AGREES S TO BE FU BASED I THE AVAILABLE MY LITHELY tEWIDS NOTED HEREIX RE CONTRACTOR B Q7' rtt�.r 3B.T P AGREES ro CT FULLY FAILURE I M LE TE ANY AID ALL D.WAOS D U NOR ff O Y.IF F D BY RA, �40� Q I SIP. RE OOONS DI FER RO ID LMA1E SID AHE COVULRRF ND LLN OTIF ONCTDE F ER PREPARED FOR: Y{V'�. I "mY_ ODIDIR06 OFFER RNW PDAN NFiXNAROK llff ODIRRACTIR 9iALL NOIiY 11E ENmEflt 1 1 u--- T : `E W -- o - IMMEDIATELY FOR PLSOMLE REDE9OL P di, P0`I ` O _ 535 I ��$ DOW SEPTIC STSIEV IIFONATION OBTAINED FROM AS-BRAY SEIOM FROM BARNSTABIF Wilhelmina Realty Trust / EXISONG srnc '$' �Y L7Osrwc WATER SFRV+cE 1�N DEPARTMENT P.O.BOX 582 SYSTEM TO REl1AM 5 - / J tP PROPOSED I TO FOUNDATION TO • DOW WATER SRWCE SDNNI FROM C-O-IN SKETCH ADONIS WATER SRNQ No M-32" Osterville,MA 02655 �c � STOOP DOW GAS SERMCE SIM FROM SKETCH SIM BONDED BY NATIONAL GRID, u I �IP74/5 TANX.V 15WRIFY GALLON SEPRG RE REPL SEWER S NEEDMCE TO \ II#### AND VERIFY IF NECESSARY. S FIELD TIE REPIDI CT AS LOCATION . / AND RELOCATE F NESSSARY. AND I EXACT I.00Al10N I N �r AND INVERTS N FEW.LOT 2 PROPOSED DMELLIN � I / TD REPLACE I)MENS 51 PRINCE AVENUE -� SEE ARCHITECTURAL PUNS I I - �.. MAP'77,PARCEL 2 �' FOR BUILDING OMIE/SONS PROJECT TITLE / dfi 39.309 SF /KEID �m I I I 51 Prince Avenue-Lot 2 0.90 ACRES MAN FND � 1. I I ' DO aGDWELLING-- HELDI I ###_ _ MaiStons Mills,MA SBD 1/ /- �'J! �Y'♦ /DIN FND 7S6B'SL To CB/bll -� Z / •9r�• N M9YLT27•w 77.75'COAN TO CT/ON I OM�11 FND BUILDING SETBACK LINE(TYP) .� HELD HELD - Cl FIND 29.9T IAH CB/O-FND W /. S M97WOY W - I# / REMAINS OF U1IU - / POE FOUND / SEE NOTE / - N LUCILLE H. WEBBER 1 -/ N/F VINCENT A.CHIRICOSTA / N/F TOBY R. & - 1 IF - UP./O6 LOT 82 MARK D. OLKEN. TRUSTEES PLAN BOOK 96 PAGE 119 DATE DESCRIPTNON . PLAN BOOK 375 PAGE 92 / LOT 79 I PLAN BOOK 228 PAGE 85 CB/DH FND SHEET TITLE PLAN BOOK 375 PAGE 92 FM GE, Permit Plan nun SHEET NO C1.0 DATE: NOVEMBER 15, 2018 20 0 20 .40 SSS SCALE IN FEET a SCALE:1'- 20' ' • - ORAWN BY: RL CHECKED BY:YWE J0B NO:2017-ON FILE: T7-0B U : y J Z W Q �Qpw -Cn I ` Q 1� Q w < jWap� �Ui O wfrw F•W X ASPHALT ROOF SHINGLES - - TOP OF PLATE TO MATCH EXISTING GARAGE R PVCFASCW,ATCHEXSOFFIT m BOARDS TO MATCHEXW7INGGARAGE SECONDFLOOR no 6?BFR00R TOP OF PLATE 11 nun 11 flu ® ® ..� TYP.GREEX REVNAL ST'LE GRANITE FR.STEP J . M-AI TRIM,VEPoFY ALL PVC I X PEDIMENT V8Y BILL OETA0.S VNONFERS 6 CPoJNN PEdMENT HEAD � J J FRONT ELEVATION z � w o O = 0 LL d' PVC RAC BOARDS TO MATCHEWSTIMOGARAGE ,, 1 12 V/ W `` O o a TOP GF PlA7E w ® ® VJ.C.SHINGLE Sam ® - � Z WTOVYEAti HERT Of MAT EXWTTING GARAGE IN WOVEN CORfERS 7W yJ a 6ECONDFLOOR ( U) ,e^_ 6UBFLOOR V+ TOPOFPLATE -— wimpm, fill ® ® 130 IX ts,o�� U $FIR6f FLOOEl R € Z BUBFLOOR g F o� k G� RIGHT ELEVATION SCALE : 1/4" = 11-01. DATE : 11/5/2018 DRAWING NO.: Al U J J Z Q9 01 W Qm }Wadi cri M H�N� W mC TOPQF PMTE O M Q=Q FFQ ILI LE,2 a� N F I 1 SECOND FLOOR M SUBFLOOR M- EB TOP OF PLATE �\ LL U)/r//� G18F FLOOR YL� r REAR ELEVATION u� C � J J Z � W O Om I-- Cf) Ix PVCRAKE BOARDS TO MATCH W//A EXISTINGGARAGE v/ LLLLLLL C_ W ,2 v_I, W & 7212 O 0 W TOP OF PLATE .99` /�/Z ASPNAiTd RODf SHINGLES ® TONAT ,E)B6T,.NGGARAOE ® LL "- W fn 0. PVC FASCIA,FRIEZE.&SOFFIT !I MIN MIji zBOARDB TO NATCR E10&TNG GARAGE ''�^^ .�.^^ VJ Lo 111IMI"I'll W III pi BECAND FLOOR SOBFLODR - Z TOP OF PLATE ` ¢¢b¢2o ❑ ❑ /. ® ® ® ® -W.C.SHINGLE SIOMO _ Fc -ETCH EXISTER TO ING MATCNEXISTMG GARAGE a WIVA7VEN CORNERSEIU - o�g5�aaaY7775�r��3�& FIRSTFLOOR 9UBFLOOROR It II g�{ €a ,yIywguo L�g_ cCOG�ui LEFT ELEVATION LGRANITE STEP SCALE : 1/4" = 1 1-01, DATE : ��. 11/5/2018 DRAIMNG NO. A2 m$ 2P6 NOTES: s-r 9-03• F-+iy°' 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS J 8 DIMENSIONS IN THE FIELD Z 2.)CONTRACTOR TO VERIFY ALL INTERIOR 8 EXTERIOR MATERIALS, OF MNRWM MAfMNMAW DETAILS,8 FINISHES IN THE FIELD WITH OWNER 03 INTET3RIn INTEGRITY Luv p ~mn IAVaC= 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT W Q w FIRST FLOOR TO BE 8'-1 1"ABOVE SUBFLOOR 0 09O8o 78'.ea• EXIST. 4.) ALL CONSTRUCTION TO CONFORM TO 780 CUR MASSACHUSETTS �- —A�i PKT.000R ro 4 GARAGE STATE BUILDING CODE,9TH EDITION AMENDEMENT 8 IRC2015 Q UJ aM F-w- BATH a EXIBT 5.) 110 MPH EXPOSURE 8 WIND ZONE WNIALAUNDRY/ EXIST. 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, ~ W DoPANTRYOR HORIZONTALLY VV/BLOCKINGAT EDGES,3 EDGEJt2'FIELD NAILING W n OOa za.be• H 7.) ALL LVL LUMBEWBEAMS TO BE 1.9e U360 LOAD ~wx:S IWT DO 8) SEE CERTIFIED PLOT PLAN ALL PROPOSED d EXISTING DET DEVELOPED BY BARTER NYE ENGINEERING FOR U vgELLL PKr 000R ma n S 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL © SIMPSON COMPONENTS 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS 8 SLABS PATIO 1NmmTEVv. TO BE 3000 PSI AT 28 DAYS IFoa9mKo I 1 d 11.)VERIFY ALL PLUMBING 8 ELECTRICAL DETAILS W/OWNERS ON THE SITE Iu� i REF. I DURING FRAMING CONSTRUCTION G 1 12.)TIMBER FRAMING TO BE SPRUCEIPINE/FIR NO.2 GRADE,9W PSI MIN. A GLAND q L A q 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE A MART OM M 1 m 4 R VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES TDH4M 1 9'.NK - 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY INTEGRITY SITTING _ �� - EFFICIENCY REQUIREMENTS 8 VERIFY ALL DETAILS WITH THE INSULATION CA253 +nave• r; ma T/B` AREA. I ow i K:n 2Esaaa INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE (VALITED CEILING) KITCHEN I- I 15-)ALL WINDOW AND DOOR HEADERS 4'0"OR LESS TO BE 3-2 x 8 W/2K,2J (VAULTEDCEIUNG) -1-� b MARVIN (VERIFY KITCHEN /'^) B INTEGRITY LAYOUT WOWNER( RANGE I F` V/ MARVN A4 ITOH.2aa I 2a8 2r$ INrEGwTY F+ MARVIN T� Q IIFDe0m1(O INTEGRITY a J 3' MYP Ya%LL EXIST. Q AIM LAJ MASTEiM GARAGE J INTEGRITYi BATH m e ❑ 29•%6'a' I EGRITY PKT.DOOR O e ININ ' h Ei J MASTER PP.OM za.ea MM'TTREGRI Y BEDROO 1 OE8 4 TOM3056 Z _ 4 � _ MULTI LVL PFAY BDVE - _—L — � ma's ga' _ gULTI LVL aF�1M AROVE z w O_ b � Ll I O z-o W.W. I E- 1 e,ar r as 1 sr za ,s-arla• A A J n�N/ 4 — w CLOS DP LIVING LR"aa0w r CLOS f� C y v' LLI GAS 2.O r-P W O F.P. (SHED ED DORMER ORMER � Y \\ MARVN 21®7a' INTEGRR y 4 68 8'S C,D' ,S-O O O ITTFWSO .© B W m ` 3'a'%6.8• © n h INTEGRITY INTEGRITY ITDM3052 ITDEMN v Z MRIMN NARVIN MARVIN YARVeJ INTEGRRY INTEGRITY INTEGRITY INTEGRITY Z IIp1306E ITDIGD56 GRANI STEP ITGH3a56 ITDH3WS VTUaI a$ i• SHFMR. tl ]4VI can a Z D �•-+r r.a• s-v s•-9• na• r-n• - IN. BEDROOM I; FIRST FLOOR PLAN o HALL 29.Sa• Sum+,.1 ?oYs ¢=" = YTEGRI Ira- do 6'-f1 I tf-q MAJMN efig. FrDHSD INTEGRITY I ¢ ffDN3D52 WWPA;S-3;7- 8-YPA�SS `---J ITOFGp52p�s zytrcrs QSMOKEDETECTOR - < sg o C Q CARBON MONOXIDE DETECTOR b BEDROOM b 4g"' ggr r q MARV®HEAT DETECTOR �" 1 ENTCFNTY b MARVINTY i:I in a g £& s ITON30d2 GC 9 13 AREA CALCULATIONS Iyaf S a!flo 58" r.B9• 6`0•,6'9' F F si?UO Wu HFOLD OR DOR SIFOLD OR FIRST FLOOR 1475 S.F. BWASS DOOR DOOR II II BYPASS DOORSECONDFLOOR 693 S.F. CLOS. OS. CLOS. SCALE : ----------� ------------ u _ I n TOTAL 2166 S.F. ti 1/4 — 1 -0 AWL P/ 'Ess IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS lj aT' " i - ;� DATE : p CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 1 /5/LO1 V TAELE 402+2(MINIMUM PRESCRIPTIVE INSULATION a FENESTRATION REQUIREMENTS) ]IiK�, 3::n• t r 'iU'<ce , l _ J. !a= DRAWNG NO.: A 1.0.YALUEa ARE MINIMUM LLFACTORS ARE YA%INVN6."1 215119MEAMR=15CONRNLgUSINSULAIEU MEATHINGONIHEIKIERIORORE%LERIOROF THE - EERTODME OR CCM15,—TR 4F CALINS-U THE TIOINTERIOR YRE IREEMENTVWI 3gp 313-5 MIEANS Rl WNII%PIER I— ALL INSEATHIN'a N THE REOU!REMENT6 SECOND FLOOR PLAN 3 4 1715 MEANS RE CONIINVOUS IYSULATED SHEATHING ON THE WALL EXTERIOR a R13 G1nry INSUUTgN - 1 20'-S 2,'-B' - CONL RIDGE VENT TYP.ROOF CONST. _ -2x ID ROOF RAFTERS@trea. 2 x es @ IV— -6B'CM(PLYWDOO ROOF SHEATHING \ -ASPHALT ROOF SHINGLES Z •1815.FELT PAPER /I\A-0-- Q 12 2%7(EDGEBOARD INSULATION lRABI V EJ(ISTSTAIR 6.8 �/V CON W LL REMAIN \ \ .SI PSON H 2.5A HURRICANE CLIPS Hn LaABA tf \ AT ALL RAFTER ENDS ]Sm�T EGRESS D .. \\ \ 37 ROOF IEIDAT BOTTCM _ QOO80r ----.------------ 12 \ \ .PROP-AVENT BE(WEENNAFTERS -Ir V I EXIST. 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VAPOR SIDING BLOCKING FFIIRB FLOOR T-/• I ILOCINT s x 10J015T8 a 78'0<. 2x iD JG3T6 iB'o.c BASEMENT I I V GATT IN6l1LATKON(R-30) "x 10 GBT P.T.2•fi SLLL WNppV I - WSEALER e I I FULL 7 A F I i I BSEEILJM EAWtls BASEMENT —TYPICAL 3 SW CIA b m _————J NEW t0 QA CONCRETE FOVNOATICK STEEL DULY COLUMN -- --- —J I 32x 12GRT VIA W IO'x ZPCONCRETE FOOTINGS /'GONG.SLAB VIA _ - INSTALL(2)00 HORIZONTAL BARS A7 TOP 6 MR POLY UNDER OF WALL el I T�_I_ — — — — M - 01LCOT' x68@IFOC Kr. BULKH I J C I TOP OF SUB �I P.T.2I6 I OIBERWI1 OSCWESDTO d$ I _ L—�—CONCRETE FOOTING 601ONL LEW T G I Ll BASEMENT VZMA(Ll HANG I WNOOtN I � J I �_ © - I nSECTION @ HALULIVING Q NEW IWDA CONCRETE FW TKON INSTALL FLASHING UNDER WILLS W 10"x 21'CONCRETE FOOTINGS r————— If (KSTALL(ZHw HORIZONTAL BARSAT TOP © I N I I I HOJSEVVRAP a DECKNO C OFVVALL 16. INSTALLSlB•ANCHORSOLISATAB•e.eMAX. ; DECKING Z e 1G' S'•1 4'$ - 3'- 7 -1• -0• W SIMPSON BPS BJBJ GEARING PLATES '^ 1e P OPORNEISOLTSR AND OAe N(M'OFEACXHMUM DE PT U) IWSEMENT F ` 7 FLOOR JOISTS It ` 4.2x10GRT _ I. j 1 A• P.T.2x8Y@iC o.c. Lu O -_ _ __ I 4 _ 1 O _ PK J L — — I� J T i § b' P.T.2x861LLWSEALER� INSTALLPEFLBSTICK U tJ Z1r a8•o.0 9 RUBSERMEMBIRANE . 6ETMEENLEDOEFB L— t• a SHE4TH'NG DTO W CONCRETE FOOTDIGS I - 6GIDBLOCI0NG W12)LEDGERLOKSCREWS 18'aA WZMgx lV2t0 AIST6IWAKRBt9 �/ ■ . , (� STEEL LALLY COLUMNS i h ANCHOR BOLT DETAIL Lu w SCALE:,rr=ro" DECK DETAIL 00 Q LLI -- -- - - - - - - - - -- -- 12-0 _ NAILING SCHEDULE z Z 110 MPH EXPOSURE B WIND ZONE B JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING W Xv B a ROOF FRAMING: RAFTER(TOE NAILED) 2-8d 2-10d EACH END Z FOUNDATION O U N DAT I O'v A' P LA A'v 1 3-1 3W I IW LVL RDGEBEAM RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END. r 'V 2ee'e@(e•o.e. - WALL FRAMING: 12 TOP PLATES AT INTERSECTIONS(FACE NAILED) 4.16d 5-16d AT JOINTS m � _ _ q a STUD TO STUD(FACE NAILED) - _ 2.16 d 2-16d 24"D.c. BI o HEADER TO HEADER(FACE NAILED) 16d t6d 18'o.c.ALONG EDGES c g' FLOOR FRAMING: - JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-0d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2.6d 2-10d EACH END TOP of PLATE - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) - 3-16d - 4-16d - EACH BLOCK .T LEDGER STRIPO BEAM OR GIRDER NAILED) 3.16d 4-16d EACH JOIST D;�F �, JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3.10d PER JOIST WHEN i .- BANDJOISTTOJOIST(ENDNAILED). - 3-1 6d 446d PERJOIST 'g>gg:r1; y BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2.18 d 3-16d PER FOOT a g c a — ROOF SHEATHING: Lv m€ ` SITTING KITCHEN WOOD STRUCTURAL PANELS(PLYWOOD) F `°��°'1 D °`6 H RAFTERS OR TRUSSES SPACED UP TO 16'o.c. 8d 1Dd 6"EDGEIV FIELD RAFTERS OR USSES SPACED OVER 116'c.c. d 10d CEDGE/4"FIELD FIRST FLOOR GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE16"FIELD SCALE : SUBFLOGa - GABLE END WALL RAKE OR RAKE TRUSS - Ed 10d 6'EOGE/6"FIELD IJY.I AR I n li' J•,IS 2x I0JOISTSt&lVQ.c. 2xt0JOIST6@,e'o<. W/STRUCTURAL OUTLOOKERS �O GABLE ENO WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4'EDGE/4'FIELD"` Y IPf CEILING SHEATHING: DATE : E FULL GYPSUM WALLBOARD - 5d COOLERS •— T EDGE110'FIELD. 1 1 I5I201 S BASEMENT - WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. Bd 10d 6"EDGV12'FIELD 12'd 25f32'FIBERBOARD PANELS 8d -- 3'EDGEIS"FIELD DRAW NG NO.: 1,7 GYPSUM WALLBOARD - Sd COOLERS ---- 7°EDGE710'FIELD _ FLOOR SHEATHING WOOD STRUCTURAL PANELS(PLYWOOD) SECTION @ SITTING/KITCHEN GREATER THANTHICKNESS — 8d 16d G'EDGEH2'FIELDA4 GREATER THAN 1"THICKNESS tOd 18d 6'EDGF16'FIELD A6 20-6- 218 U J J RTMOPa�3Fl KiPiEeT 'Z^ SIB' OD CD%PLYWD SHEATHING v 2.10 RAFATER160 FELT PAPER j^Q SIMPSON H 25 H IRRIfJNE CLIPS W Q(� BARRIWHO ERS WDE ICEAVATER SHIELD QOfV(�W�Q ALUWNUM DR,P EG 3 0 e-� 4 I.B FABOIA BOARD Q{�g 1 x 3STRAP ,x<"FIT BOARD ~ NL(1 Ir GYPSU ODNT,VINYLSOFFITVENTx36OFFITBOARTYR 2.B ,3N•CRUNN =LLJ EL 1 x.FRIEZE BOARD F-w v� pm'I): •x DETAIL AT WALL U��aLL SCALE:1/2°=V-D" NA U I A I L q A I � a R 1P-0' 2pg• I i 1 6 x 6 POST 1 rl 'r s 0 2a7 ,UR. B 31Y1'x1,PAT�LVL6TF ROM E QJ W cn I a 2KTJ -I C ITIA q Z I3 1 A 2.,J I a co Z 4 3,3/0'x1,TM•LVI.BEAU L _ s1 BM•x,1 Tq•IVLBEAU 4x S POSTS UNDER ENDS O O I -- LE -BEAM 6 AT MID-POINTS { ----— — ——---- ' LL _J 1 e W Q 4 A 2I.1J : T 1---- M DOUBLE Juj Y .$ O OU Q = L) U e � Z W can a ZU) Lo-0' - - 2x 11 RIDG_E BOAR7 _ _ _ _ _ Al- SECOND (Y u FLOOR FRAMING PLAN a as ip �131 0 s ign-HoPufllra I r is SCALE : a. 1/4 t ` SOU.2. p B.LCCNG IN THE OUTSIDE 6N 09.AUL CEILING JOORAM SAY S DATE : FLOWON ALLOW SPACE FOR AIR FLOW.I THE UND17tSIDE OF ROOF �-0 SHEATHING 11/5/2018 ROOF FRAMING PLAN NOTE& DRAWING NO.: 1.)ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 2J USE L RAFTERS EN HURRICANE CLIPS �� AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS z wQ� Q N A B C) cDO N COW V lf� tn t.,t N � c3aSoL�n n(n Lo —x O 1 ¢3< DECK b STORAGE U U b N "n ANDERSEN ANDERSEN AW 251 TW 2446 GARAGE b C!) (4-CONC.SLAB ——— P.T.6 x 6 POST UNDER PITCH 2 TO O.H.DOORS) Y —_ POST TO RIDGE �4 ANDERSEN O '^ TW2445 �/1 1' 4'-P PLATFORM UP l s m b O ZC/) iv 97 z 8'0"O.H.DOOR 97 B'O'O.H.DOOR WF� ANDERSEN AW 251 V 06 A 8 A5 A5 � � Q 6'-P 9'-0' T-D' 9'-O' Y-(1' ''^ T ` r T� v FVi NOTES: 3Y.( � Z 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS U &DIMENSIONS IN THE FIELD FIRST FLOOR PLAN 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 7 ^" DETAILS, r�E S,&FINISHES IN THE FIELD WITH OWNER C/� Lo FIRST FLOOR =896 S.F. 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT SECOND FLOOR =650 S.F. SCALE: FIRST FLOOR TO BE 6'-1(r ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS 1/4" = F-0" STATE BUILDING CODE 5.) PROVIDE UTILITY INSTALLATIONS FROM STREET TO BUILDING O SMOKE DETECTOR DATE: VIA UNDERGROUND CONNECTIONS TO COMPLY WI ALL LOCAL CODES 8/21/2006 8.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS © CARBON MONOXIDE DETECTOR THE DESIGNER SHALL BE NOTIFIED IF ANY TO BE 3000 PS! ERRORS OR OMISSIONS ARE FOUND ON , i THESE DRAWINGS PRIOR TO START OF DRAWING NO.: : CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF REVISED: 10/24/2006 CONSENT OF THE DESIGNER.THE WRITTEN U A � Q v' B {� Q N AS A5 O cc,::"C?�Q m CcM ((n Ci]N LT3 ROOF L,, aD In In 30•-0' DECK 7�, � C=(o— 4 E-• < x--= 7-1a 124r 7-1• U ANDERSEN ANDERSEN ANDERSEN ANDERSEN TW 2446 TW 2446 TW 2446 FWG 6068R Mb u i(J NOTE - DO NOT INSTALL DOOR IF WALKWAY OR PLATFORM FUTURE WFORFUTUREDDOOORD 4 WALKWAY O L_ ON. UNFINISHED © UNHEATED ANDERSEN 6x6POST Wl STORAGE ANDERSEN TW 2446 1 x 711 x B CASING TW 2446 N r '7� 1 1 INSTALL HATCH IN N HALF I I CEILING JOISTS FOR WALL ACCESS INTO ATTIC L_J (VERIFY LOCATION) b �OCQ CONT.RIDGE VENT b ANDERSEN ANDERS ^ O ANDERSEN TW 2436 TW2436 ANOE SEN ANDERSITW2 ~� 442 TYPICAL ASPHALT ROOF SHINGLES A 12 A5 A5 O 12� 7.17 7-ia 3•-6' z-1a z-1a 3'-r 7-1a 1 x 6 FRIEZE BOARD BOTTOM OF 3'-1a S$ 13'-Cr 6'-6" T-10' CEILING JOISTS (GABLE DORMER) (SHED DORMER) (GABLE DORMER) r F� W ® ® cl w F-1 SECOND FLOOR PLAN c Q 1 x 8 FASCIA r K FRIEZE BOARDS v SECOND FLOORTO �y ` SUBFLOOR �1 TOP OF PLATE CROWN PEDIMENT AT DOORS&WINDOWS 7 ^) , `^^� 7x5!tx6 Z V uJ • � ` � � � � CORNERBOARDS _ N SCALE: 7 W.O.SHINGLE SIDING 1/411 6'♦-TO WEATHER T1 . HT DATE: T11 HH 8/21/2006 TOP OF FOUND. Cudd Hu- - DRAWING NO.: VERIFY DOOR STYLE/MFR. FRONT ELEVATION WfOWNERS REVISED: 10/24/2006 z v 0 Ga O N Ly 12 12 12 12 4s 12 4t 12 ti -� W N W=C)LLo TOP OF PLATE E— U)X ® O v�RZ.L WEATHERBEST(CRYSTAL WHITE) RAILING 8 CORRECTDECK(GRAY) DECKING m TYP.1 x S'FLYING RAKE' n M BOARDS WI 1 x 3 DRIP 8 t_J 1x4SU&RAKE SECOND FLOOR SUBFLOOR TOP OF PLATE FFH L4 -FFH . .11 DEl TOP OF FOUND. FUTURECOVERED WALKWAY FALSE CORNER BOARD c LEFT SIDE ELEVATION RIGHT SIDE ELEVATION Q 0-4 DO o � CONT.RIDGE VENT I�.I r=rj Fir TYPICAL ASPHALT O ROOF SHINGLES ' 1 x 6 FRIEZE BOARD �1�1 1�1 TOP OF PLATE o ® ® FM" tx x6 � CORNERBOARDS W.C.SHINGLE SIDING O R - 5"+�TO WEATHER III SECOND FLOORMIII w Z SUBFLOOR EMU TOP OF PLATE 7� rW7) 1^^ ❑ ❑ ❑ ❑ of ❑ SCALE N a 1/4' = 1'-0" DATE: TOP OF FOUND. aaAMI 8/21/2006 DRAWING NO.: REAR ELEVATION REVISED: 10/24/2006 A3 z v Q <N N ((J)wN al � LJ LLo f- mcn`?x zz-o- 1s•a O 7-4' T4. 7'-W S'3' S'-6' 5'3' DIA. SONOT SES CONCRETE `J . SONOTUBES TO 4'0' A B BELOW GRADE A5 A5 3-P.T.2x 1Zs _ __ LF4r ----ATDOORSDROP TOP OF FOUND.P.T.2x 10's 16a.c. OORS)—ADROP AT OPENOP F FOUND. .J__—___ I PM' WA 3 P.T.2x 1Zs —— I F— -------------------- I 3•P.T.2x 1Zs TI 1 I IG P.T.2 x 10 LEDGER BOARD LAG BOLTED TO v SOLID BLOCKING Wl(2)LEDGERLOK BOLTS 16'o.o.W!JOISTS HANGERS AT BOTH ENDS 4'S � TYP-B-CONC. 4 FOUND.WALLS GARAGE (4-CONC.SLAB CONC.FOOTINGS—� I� PITCH Z'TO O.H.DOORS) P.T.6 x 6 POSTS ��( 2•P.T.2x 10 W ;o DROP TOP O FOUND. 1 I w b iv tV 1 AT O.H.DOOR f � - --------- -------- --- -------- TYP.10'DIA CONCRETE CONIC. SONOTUBES TO 41Y APRON ~� BELOW GRADE P.T.2x Ss @ 16'o.e. �y A B 7 '�^] /ate D SCALE: 1/4" = 1'-0" FOUNDATION PLAN DATE: 8/21/2006 DRAWING NO.: REVISED: 10/24/2006 A4J z c3 0 r CONT.RIDGE VENT TYP. ROOF CONST. Q N �„ 11 OO��-2 x 10 ROOF RAFTERS @ 16'o.c. 2 x ft Q 16"o c. -1 Pl'COX PLYWOOD ROOF SHEATHING Q C '— ASPHALT ROOF SHINGLES P. ROOF CONST. m M --- -15LB.FELT PAPER 2 x 8's Q 16"o.c. C 12 --- -MULTI LVL RIDGEBEAM 72 / L (AlLJ N L^ -SIMPSON H 2.5 HURRICANE CUPS r— — ---� [" L1]—� 4 / MULTI LVL AT ALL RAFTER ENDS 4 -' _ LJ dO-e BEAM -ICE!WATER SHIELD AT BOTTOM =Lo 30'OF ROOF d¢ x 2 x 1LYs 0 16"ox. TnPQV0fAT0 TOP OF PLATE 2.10's 0 16'o.c. TOP OF M 'T'Q CONT.ALUMINUM SOFFIT VENTS / --TYP. WALL CONST. / / UNFINISHED UNFINISHED 1.2x4 STUDS @16'o.c. 7 / / UNHEATED 2.12'PLYWOOD SHEATHING m m / / UNHEATED M ,2 72 // STORAGE 3.W.C.SHINGLE SIDING 12 / STORAGE F U 4 T 8 G 4.TYVEK VAPOR BARRIER 12 / PLYWOOD SUBFLOOR. GLUED S NAILED SECOND FLOOR SECOND FLOOR SECOND FLOOR SUBFLOOR SUBFLOOR 14"ENGINEERED JOISTS 1S"ox. 14-ENGINEERED JOISTS@ 16"o.c. TOP OF PLATE TOP OF PLATE MULTI LVL HEADER TYP. WALL CONST. TYP. 1.2 x 6 STUDS @ 16'o.c. a WALL GARAGE 3.CPSHNGLE SIDINGLYWOOD GARAGE n GARAGE CONST. 4.TYVEK VAPOR BARRIER (4"CONC.SLAB TYP.12"DIA ANCHOR SLOPE 2'TOWARDS BOLTS @ 4B"o.c. DOOR) TOP OF FOUND. TOP OF FOUND. r V! TYP.B'CONC. FOUND.WALLS c i b A SECTION @ GARAGE Q TYP.8'x 1l1" A4 CONC.FOOTINGS O --GUNLFfIUGCVENt P. ROOF CONST. A ALTERNATE SECTION @ GARAGE Z TY 2x ft 16'o.c. ('S r�OI U) / MULTI LVL Z BEAM OF PLATE 2 x IUs 0 15'o.c. TOP OF PLATE TYP. ROOF DECK 0,5 W / Y3_ LYWOOD in ER MEMBRANE ROOFING ^ 12 ,//// UNHEATED UNFINISHED ECTDECK DECKLN �$ 12 // STORAGE WE� BES (CRYSTAL WHITE) W SECOND FLOORZ SECOND FLOOR GS SUSFU L SUBFLOOR Z �w ' 14"ENGINEERED JOISTS @ 16'o.e. 2 z B'e tE o.e, TOP OF PLATE 7W rW) a, Lo SCALE GARAGE STORAGE 1/4" = Y-0" DATE: TOP OF FOUND 8/2 1/2006 DRAWING NO.: SECTION @ GARAGE A5 REVISED: 10/24/2006 A5. z LLJ 0 q- UQN N QaQ_rn Lj 7 Ccrnv�� 1Ga 16'4r F-" ti L7 vJ N A B � L7ZcoUj A5 A5 � m¢TX lHE.Af)E.R b10 2 x 8 FLOOR JO STS Q 16"o.c.11 b ao rill 14"ENGINEERED FLOOR JOISTS @ 16"o.c. n ,^ V 1 P.T.6 x 6 POST UNDER POST ON S.F. �y N N O J O Z W � � °6 W - MULTI LVL HEADER MULTI LVL HEADER �I w EA W A g U W A5 A5 r rS O sz{r 7w wa SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1`0" NOTE: 1.VERIFY ALL FRAMING DETAILS W/ENGINEERED DATE: JOIST SUPPLIER PRIOR.TO START OF CONSTRUCTION 2.USE SIMPSON JOIST HANGERS ON ALL JOISTS 8/2 1/2006 3.FOLLOW ENGINEERED JOIST MANUFACTURERS FASTENING REQUIREMENTS DRAWING NO.: REVISED: 10/24/2006 A6 ' 0 <r N N 0 p p p 3z o m Lo M L ItzL 7 LJ =O le � m a U)`r'X OCJ v '� A5 L¢_ I A U ' A5 � b 3o'a z-v! (SHED DORME 1H 1 r� V 6 z 6 P05T LIP TO RIDGBEAM MULTI LVL RIDGEBEAM MULTI LVL BEAM— it ^^ y _ m � O � N' °6 w A B w A5 j A5 3'-ia' __s-W __ _.._ IT-C s B L 3%12 O (GABLE DORMER) - (SHED DORMER) (GABLE DORMER) Z3Yd' v NN ROOF FRAMING PLAN w a z � NOTES: SCALE 1.) ALL ROOF RAFTERS TO BE 2 x lUs UNLESS OTHERWISE NOTED I/4" = I—0" 2.) USE SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTERS ENDS DATE 3)VERIFY GUTTER TYPEJLAYOUT $/2I IZO06 W/OWNERS DRAWING NO. REVISED: I0/24/2006 A7 to ti LOT 2 � 0 5 BEDROOM SYSTEM PROFILE 4•0' I 4.0' NOT r0 SCAM 3/4'-1.5• V1100 iOl�• 4.1ff NOTES: 1. SYSTEM COMPONENTS ARE &I DESIGNED FOR H-20 LOADING REQUIREMENTS. 120 a.o' 4.W S CW M LOT *2 LEACHING AREA •Z REQUIRBMENTg 2. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL :� • � .. • :. . - ,:. l ... •: _ • :. 5 BEDROOM SYSTEM 4.0' .;' �' �°• SITE NITROGEN LOADING LIMITATION: NA FPM SLAG TE �(c�q TE � OF FOUNDATION AT ►iousar-zt.3 O RESIDENTIAL: 5 BEDROOMS FIM FLM - 22.3 (HOLISQ . x 110 Gffl4X BOON z z z PROPOSED GRADE AT GAIVa-220 SET AT LEAST ONE TOTAL DESIGN FLOW - 550 GPO GRADE AT EX. ►OUSE-21.o � TO � F + � SET w�E FRAME A PLAN OF SOIL ABSORPTION SYSTEM YYiTHISERS k COVERS S►w L BE WA1ERnaff 10 WITH N C OF GRADE( NO GALLON PRECAST LEACHN CHAIII IM GARBAGE GRINDER (NOT INCLUDED) - N/A FMfSF� GrbIDE oYOt[-* AM( • 21so RISERS a COVERS SWILL D PERC RATE _ <2 MIN. Z INCH (CLASS 1) FNIM GRADE OWN D. BOOT - 21.7 �J LTAR - 0.74 GPD/S.F. r SCH 40 PVC 3' MIN. MAJ(IM M GRADE 040 VAHING SYSIEM • 22.0 �� Lin2-r S-2.00X (FROM GARAGE) F1 o MIN. LEACHING AREA OF SAS. REQUIRE:: ILEX MI! ALLDMIED) SCH 40 PVC FIRST 2' 10 E IM V (ern) Cawr 550 GPO/ 0.74 GPO/S.F. 744 S.F. MIN. W ouT tR.75 e• tll. Y 051-t LONGEST FADE LENGTH - 20.0 OF u=K' 0048 lr Go S-1.07X W N-19.21 1 011T- ta.96 r@S.= WASO FEAST= ElEV-I&I3 INSTALL ONE INSPECTION PORT TO PROPOSED SYSTEM NV OUT-1/AO (N a• �) W(THN 6' OF FIN ISH GRADE 4 4 SCH. 40 PVC )'C 5 - 500 GALLON PRECAST CONCRETE CHAMBER UNITS E>os1nG HOUSE (t r+ AILowED> = 2• CONCRETE LEACMIG CHAMieERs ooNwoc►ION WiTH 3.6' OF STONE ON SIDE, V OF STONE AT ENDS . % NY N-laeo SUMP ouT-1&72 M ^; ' 't''°'� ADJUSTMENT SIDEi�44LL AREA: (48' + 12)2 x 1.5' DEPTH 180 SF CON 'r- 1 : 14 D' � '° Nv N-ted3 .:1:: ' �� BOTTOM AREA: (48' x 12'� = 576 SF A r R ,.�- - c r� 0 0 0 c ... ,.• �: ' BOTTOM OF 1EASIJRED DEFiH TO NEATER TABLE (8/OAT/C7) 12.0' TOTAL EFFECTIVE LEACHING AREA = 756 SF ti- L•: ',. :.-,-� .: ' , Y �.e. �• - *:. . �. : ,. <=: STONE woos wEu: sow-2537 LOCUS M A P !r CRllSfED 1 tl. 17.13 SYSTEM DESIGN CAPACITY - 756 SF x 0.74 GPD/SF = 559 GPD STONE BASE wASM STONE s• � WASH D STONE Z ('ro'} 47C N 0 T TO SCALE L600 GALLON ONE-GOWAF' M I SEP 11C TANG DISTFABUTION BOX EXISTING SOILS TO EIE ROAM 7O DE '8 HORIZON' + INDEX WELL WATER ADA S"I AW. 2.5' SEPTIC TANK SIZING: 559 GPO x 20OX = 1118 GAL ROTONDO Sn500 OR EQUAL ROMND0 W-3 OR EQUAL SEE N01E IS WXON Aeoled No Gmund Moen • ELv. 1213 ESTiMATED DEPTH TO H W 9z, USE 1500 GALLON TANK MIN. TO BE NSTAum ON A LEVEL STAETJE EIASE TO E INSTALLED ON A LEVEL STABLE IIASSE SEPTIC TANK To E NMEDTED & CLEA ED ANNUALLY 3 OUTLETS RRELIRED am SYSTEM (SAS) LEACH�(3 CHAP (TYpICAU, I� WL UM SET YAMWLE FRAME ! COVER m ■nWt R• aF FiwISH GRADE (LOCICAetEa. EC P BENCHMARK K SET ELEV. 21.93 DATE �� fIN ! OOVER$ SFIAIl E WAiFRTIGNT 3Am - 1x• SOIL EVALUATOR: 10N WASHM STONE 30 SEPTIC SYSTEM CONSTRUCTION NOTES, SIEVE MATSON, P.E. --1 tow aAl- �_ 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED 4121106. AS AMENDED ZONING DISTRICT: RF r i��TatE BARNSTABLE BOARD OF HEALTH AGENT: O�C= C7 0 C7 C3 C� THROUGH THE DATE OF THIS PLOW, & ANY LOCAL RULES & REGULATIONS APPLICABLE RESOURCE PROTECTION OVERLAY DISTRICT DAVID STANTON, R.S. FLOW -10� . . ;� e•�c !- -�� ,-,�+ y 3' O L7 0 C� O OVERLAY DISTRICT AP (AQUIFER PROTECTION) sirs. ;t, 2. ANY CHANGE Tn THIS PLAN MUST BE APPROVED W WRITING BY THE ENGINEER. ELEVATION INFORMfAT10N MUST NOT BE CHIANGED WITHOUT FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 15' EFFEM 1,41f '•`*"�� sc.Y1 t`' �.{� .r. C7 O CJ 0 L7 0 WRITTEN PRIOR APPROVAL BY THE ENGINEER. TEST PIT 3 oEP11t r •�= <.•. . 4.0' 4.0' 4.0' _C= c� � • G.S.E. = 21.63 12' 8_ �T 3. WHEN CONSTRUCTION IS COMPLETED. PRIOR TO BACKFIWNG, NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. LOCUS PROPERTY IS SHOWN AS: FILL ; IOYR 3/2 GRAVELY 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHIED 40 PVC. UNLESS OTHERWISE NOTED HEREIN. ASSESSOR'S MAP 77 - PARCEL 02 LOAMY SAID CONCRETE LEACH N CH AMM SYSTEM DETAL OWNER: WILHELMINA REALTY TRUST 43' (ELEY 18.09 SUSAN M. CROCKER, TRUSTEE No SCALE 5. EXCAVATE UNSUITABLE MATERW. AS NOTED, TO THE 19 HORIZON' . FOR A HORIZ. DlSTAAICE OF' 5' SURROUNaNG THE LEACHING FIELD, AND 51 PRINCE AVENUE A ; 1OYR 3/3 ; SANDY LOAN REPLACE WITH CLEAN SW PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. P.O. BOX 582 51 (8" 17.38) 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS°THAN 3' OF COVER. OSTERVILLE, MA 02655 - 7• THE SEPTIC SYSTEM DESIGN T LNcx" GARBAGE GRINDER DISPOSALS• COMMUNITY PANEL NUMBER 250001 0018D B ; 7.5R 5 8 ; MEDIUM SANG THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, CJ 8. CAUTIM, THE CONTRACTOR %Wl CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT AN AREA OF ►MINIMAL FLOODING. 84' (ELEV 14.63) LEAST 72 HOURS BEFORE THE START OF THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION. BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UflLIm BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN M C ; 1OYR 7/4 ; GRAVELY APPROXIMATE WAY ONLY. MAY NOT BE UM :D TO THOSE SHOWN HEREON AND HAVE NOT BEEN INIDEPEIMENTLY VERIFIED BY THE OWNER OR iTS LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MEDIUM SAND REPRESENTATIVE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMiAGES WHICH MIGHT BE OCCASIONED BY THE SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE • CONTRACTOR'S FAILURE TO LOCALE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION• THE CONTRACTOR SHALL UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. 144 (E1EV 9.63) NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS. VERIFY IN FIELD THE LACTATION / INVERTS OF ELECTRIC. GOS. NUTTER AT 144' (ELEV 9.63) TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WiTH PROPOSED INVERTS PER THE ENGIINEERS DIRECTION THE CONTRACTOR SHALL THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION AND RATE <2 MIN/IN � UNDERGROUND �� AS REQUIRED. BY INSPECTION PER HEALTH _ CLASS I SOIL 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON'ARE SCHEMATIC. FINAL LAYOUT SHALL BILE AS DETERMINED BY THE APPROPRIATE UTILITY PLANS 112810 AN ON THE GROUND SURVEY BY THIS FIRM COMPANY. 9 190.77' IX / - ---- SITE LOCATION! STOi,E GRI'YL'�':A.Y BENCH MARK ` 51 Prince Avenue - Lot #2 3r 'S' ;�E sF raACK- - - � Marston Mills, Massachusetts TBM PK I / ;o COTTAGE' /' �'` ELEV.=21.93 } (UNDER I o CONSTRUCTION) PREPARED FOR j e - _ 1 Wilhelmina Realty Trust / '// / � 5' OVERDIG TP /3 SLAB . .` ; 1' wATL7i SERVICE � F�� ;. a , g, P.O. Box W2 'G;G`r w w / w i x �� ' I Ostetville, MA 021655 20' 24. I MIN. - �� - - j BEDROOM G� TITLE PR 4" CAS` RON,� /. / j /� Ii 1 Proposed Septic System Plan Lot #2 O� ti i wt� I I I 0 150o SEPTIC ON V1 -• - $ g w StP TANK /'" 5r'" :SS' I. _o _ I BAXTER NYE ENGINEERING & SURVEYING w I I 4• Pic SCHEDULE 40 � /j i / � -� =xI S TI N G x 2G 3 LW, Sg1.07X S / / r I o S - "' ! ' �'"CE Registered Professional Engineers and Land Surveyors D- X o gl gln x = j !, , I 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 a ' EX-S�rJG Govr,5 / I I ox�r a o Coo T :%' _ up 4,;5 Phone - (508 771-7502 Fax - (508) 771-7622 u ,c o��.\O• Ex•S LNG _ SEPTIC A K I 7- LE ` ) v� CHiNG AREA ` 1 I _ O\ Y t \ i o ` , J 'tXV7 FING SiNGL� ST > aj \ I �� P, _ram vooD -RAME o'�,_LL ;� T r, �� i, / ni •` . 'd%G A�E_A. 1235 'SF r v -10 �' l: BREAKOUT �19.13-� "EAR BOIL-: 18d0- I 1 x 21.2 _ W EDDY �' pq9'T�NG LEACH FIELD TO •= R ,SSLSSCRS 3 CNx 1 P� rn �I I D I I SCALE IN FEET _ RIEMOVED/ABANDONED -.A < I . , miss ss L 0 T 2 -- i I� m �- I SCALE: 1 = 20 o DJOSTING SEP11C TANK TO BE - >F- P'U4P�p DRY, REMiOVs��0R S DE SETaACK I Z M I 39,309 SO. FT. �,• �� , 1 / i °` 0.90 ACRES FlLLEO WITH CtEAy sArl� N I I , C vi '1 / - • - _ w 73.6�' SL TO C8 H ' Tn I I l~ �i T � 1 '5' SE-BLOCK - -- ---- -� ,� ='� � x 16.7 N 89'03'27' W 73.75' CB/DH TO CB/DH r i o / -- - - -- --- - - - -- -- - J I I DATE: 08/31/07 ry ~.NOG L, T 1 / ' " x e8 x 1` 1 189.41' S ' 29.97' S 89'58'08' W 1 ' N 8935'15� W g� I I Col NO. BY DATE REMARKS - -- - _1-�j - - h1D7H v _- � w -DRAWING NUMBER I a 0: 2001 2001-115 CIVIL PLO 2001-115-PS.dw CD 2001'-115 o ' N J• C h� LEGEND N Z O $ o 2 $ �` = UTILITY POLE p STK%SET � -0- = LIGHT POLE X 100.0 = SPOT GRADE 9 m 100 - = CONTOURS SITE 0 = WOOD FENCE I — — — — = CHAIN LINK FENCE = TREE/SHRUB LINE CB/DH FND = CONCRETE BOUND/DRILL HOLE FOUND D o CL/IFP = CENTER LINE/IRON FENCE POST Cp`1E ROAD - M 1 Z 0 RIP-RAP SLOPE --� � H PELD �'• / I _ S 7c 2' IRON 35.. Ry Cj I Ins- (BAST' (O Q� �w r'X'!; 126 Pn(?:= '6 C_/1FD TACK S_ �>>' K $ BTSS•15• E --z--- 103.38 „QED N RE' 0 LOCUS MAP � �- � - NOT TO SCALE _ � s-a��E DRI�` 1° -. 33' PROJECT BENCHMARK NGVD IFP/BASE TOM = PK SET A ELEV. 21.93' IFP "`/OOD FRAME 34� SC` FT. _ __.----- --.-----,'--____-- OTTAGE 0.61 ACRES ;� - / ZONING DISTRICT: RF / RESOURCE PROTECTION OVERLAY DISTRICT LAWN /i ,/y ,.'` - OVERLAY DISTRICT AP (AQUIFER PROTECTION) FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 15' kIST}NG,36 STOGY ��• / IFP/ SE " ` 1'" /' L '`�iG APEA.: 4)2 / LOCUS PROPERTY IS SHOWN AS:/ ASSESSOR'S MAP 77 - PARCEL 02 SAG ? "yf. ,sR a- OWNER: WILHELMINA REALTY TRUST / i.. _, ��5� / o UP*94/4 I SUSAN M. CROCKER, TRUSTEE 51 PRINCE AVENUE P.O. BOX 582 ,��'• y, / _ _ I OSTERVILLE, MA 02655 - LOCUS DEEDS: _ T DEED BOOK 4318 PAGE 319 •/ - c 4 J). F T m DEED BOOK 494 PAGE 298 r 1.J✓ A -r- � � DEED BOOK 428 PAGE 112 IS of �' DEED BOOK 363 PAGE 533 NCI , L-AWPl� c p _ COMMUNITY PANEL NUMBER 250001 0018D sTx jsET ^� S 8531'37' E -4 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, 1901.7r ('' t AN AREA OF MINIMAL FLOODING. THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION AND PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM - - - ON 1 28/01 1 �,E`_ �aqL. $TCtd DRIVEWAY (*1 �, --- -y',- - N =; > Z = LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHED / s PROPOSEDo r c i SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE / jx3.F• m I UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. PROPOSED 1• c, ►� WATER SERVICE g f J ? m LOCATION OF EXISTING SEPTIC SYSTEM TAKEN FROM A TITLE 5 INSPECTION 24' W W W ;- ; PREPARED BY CARMEN E. SHAY, CERTIFIED TITLE 5 INSPECTOR, SHAY ENVIRONMENTAL SERVICES, INC., DATED 7-14-06. LAWN ;/ 1 z APPROXIMATE LOCATION OF EXISTING WATER LINE IS BASED ON INFORMATION 15.1' �o PROVIDED BY THE CENTERVILLE-OSTERVILLE-MARSTON MILLS WATER DEPT. e• ` INDICATING SERVICE NO. M-3244 WAS INSTALLED 12-12-66. (VIA FAX DATED 12-7-06) � � / TIE IN PROPOSED SEWER LINE TO 0 �?100D FRAME!DWELLING -- '. * - - $ g EXISTING SEPTIC TANK. CONTRACTOR —-_ r / TO P VERIFEY THE EXISTING INVERT INTO THE SE PTIC TANK. NG t o Z i `� RVICf 39,309 SO. FT. 2� o = 0.90 ACRES - \ SITE LOCATION EJBCiGAL. Avenue PT,C,�NK ttc,, ,� 51 Prince _ Y _ Marstons Mills, Massachusetts EXISTING SINGLE STORIk �. v v-�✓�v - PREPARED FOR WOOD FRAME DWELLING - G t�, Wilhelmina Realty Trust -} WOODED =AR DEL -RED- % UtANG AREA: 1235 SF* P.O. BOX 582 5 3 7 17 .:� }. F T. / ' _ YEAR BUILT: 1880' -�r� r l .2 31- A"RF �= r Ostemille, MA 02655 *PER'ASSESSORS TITLE Ham. ' `` - •3C�' _v F{J(� ' T 1 -�,/--1,��r � Site Plan SL T10 CBS H�L� -ecK 4 ti3'27` w 3. g. CB/DK Ftic C �•.. 73.8 ' ,. " 7 `��°H `��°"INCODEC m BAXTER NYE ENGINEERING & SURVEYING - tib ' y 14 l n Registered Professional Engineers and Land Surveyors "ELD -- 189.41' '�' "N" 29.9T �t 3z' 0 r CF3/`3 . FND T ; 78 North Street - 3rd Floor, Hyannis, Massachusetts 02601 L / N 89'S5.15• w s 89'S8.O8• w __ Phone - (508) 771-7502 Fax - (508) 771-7622 CL STK�SET w k1A,'A ALn A N / / ,I =.. MATTHEW o / 20 0 20 40 E - �00 as Q I , - ^' STK/SET i SCALE IN FEET �'' •T SCALE: 1" 20' ''.• , _ AN 30OK .,,,, Pn.(;r- 92 PLAN POCK 37,5 PAGE 92 PL,'.V SOCK 228 P=G." 6': Q _Or 82 L 0 79 3 a !1 ...^!-'COSTA %/F OLKEN `N BBEP Ln Date: 12/07/06 T FND N 0 LL i.. ri / CO2 r. =j „--. i NO. BY DATE REMARKS X i DRAWN BY. IDESIGNED BY• CHECKED BY: MWE WAW►NG NUMBER 0: 2001 2001-115 CML PLO 2001-115DM.dw 2001-115 C - C N - 1 1 LOT 2 O � 5 BEDROOM SYSTEM PROFILE 4•0' 4.0' 1. ly0? TO SCALE NOTES: :,t . VA 1. SYSTEM COMPONENTS ARE bff DESIGNED FOR H-20 LOADING REQUIREMENTS. 12.W s: ao' ~� s C mm LOT •2 LEACHING AREA m2 REQUIREMENTS 2• SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL 5 BEDROOM8Y8TBA 4 0'= v• : SITE I AFFRIMI I AT 70P of APPRO�OYAIE 1oP of Y t O NITROGEN LOADING LIMITATION: NA FINISH SUB - 22.2 (GAMM RESIDENTIAL: 5 BEDROOMS FNNSH FLOW -22.a Q FouNa►noH AT HousE-2t.3 460 x 110 GPD BEDROOM GRADE Toro. DESIGN Flow = 550 ( Df r PROFOSED i+ous�-za •�22.0 &�M jL Fr+ i W"- Ww+o� FRW & PLAN OF SOL ABSORPTION SY8TBA WITH RISERS t corERs SHALL BE 1wltRtroHr a Mw r 5W a1LLON PRECAST LEACH NS GARBAGE GRINDER (NOT INCLUDED) = N/A FINISHED /y��Faw COVERS SHALLNO WAE �D wwG V�ilff 21 j PERC RATE _ c2 mN. !_ill (CLASS 1) Fwsrm SILAGE Orat a soul - 21.7 1� LTAR - 0.74 GPD/S.F. 4'SCH �o w�c �•. W" WADE &M I�a+Nc sr M � o lr 2T S•2.OQx ,.. �•.... SCH 40 PVC 9' (Min) J I YIN, LEACHING AREA OF SAS. REQUIRED: (I-_(I INN MLLa�D , - FRsr 2' in BE LEVEl. ,( 1 ~ 550 GPD/ 0.74 GPD/S.F. - 744 S.F. MIN. WourQ�75 �, 0s-t.oAc LONINST PIPE LDIM - 20.0 of 1i Me oo e �c"�u Cow q�sr�u ONE r E�TaN Pof�r m I- NN +S-Izm w N-1Y.21 y 1 Our- IL96 r_ F084m WASHED FEAS OlE EIDAwi&I3 WffmIN r OF FINISH GRADE �' 4 SCH1. 40 PVC q��p PROPOSED SYSTEM NNV 011f-iIAO . � CONCREiE LEACHING CHAMBERS CCI NECIKIN CI ti, 5 - 500 GALLON PRECAST � CHAMBER UNITS Ews'tuG HHOLISE (1.OX NN ALIAwFD) ;� BAFFLE 2' E3�11� 1N.13 � ,Y WITH 3.6' OF STONE ON SIDE, 1' OF STONE AT ENDS •r �• w N mum swP our-teatFENFORCED `'.M ;•:;`' ''cam �" SIMIAL L ARFA (48' + 12)2 x 1.5' DEPTH - 180 SF '; 14 CO�•C io NN N-1e ea �.• GROUNDWATER AMIUSTMENT BOTTOM AREA: (48' Y 12'�_ = 57s SF , N�rryy BASE r •- £: , 0 0 0 0 0 BDITOM of LwEi�suREn LaEPrH To WATER TA6�E (e/o3/o7� izo' TOTAL EFFECTIVE LEACHING AREA - 756 SF y` �,- • _ 7 ��/�y WELL. .i a'b•r SMNE ti•ii: :;•►:• w•e. •� •fr. ,••..;• fit •• _ • .�.. •i,••:•`.f•-.�'.Y^• .•a. .,.�. .x'a i�l••.• r`:.ja r• ••� ••..•• \'; .• -i7•t3 O �� LOCUS MAP SYSTEM DESIGN CAPACITY = 75s sF x o.74 GPD/sF = 559 cPD wl sroNE w MIN w�sHED MHE O E �'/°) c NOT TO SCALE QW GALLON ONE-COI�ARThIENT SEPTIC TANG 081 RMUTION Box Dom gas Ta IIE Roro�o m THE 'e mwaoN' + wDt:x wEt� WATER At�Ltu�NT: 2.5' SEPTIC TANK SIZING: 559 GPO x 20OX = 1118 GAL R� SnI100 OR EDUAL ROiOW �3 OR EIQ AAL SEE NOTE 05 Adpr>ad Npa Cana waa.• Elw. 12.t3 ESiN1ATED DEPTH TO H w 9.5' USE 1500 GALLON TANK MIN. SUM �70 BE ON p ��Y 70 "S3gm�A�MAe'I SOL ABSOFiPT10N 8Y8TE111 MAST LU2M CFMM (TYPICAU NIs SOL LOG$ SET MANIM FRAI& COVER m rNnNn Ni' OF SHAM BE (L,oaueLF�. 3�» 1 , # PRO BENCHMARK -JECT SET 11EV.• 21.93 DATE � A/08J0T RSERS � COVERS 9NN.L BE MWER'110HT SOIL EVALUATOR: � � P� � sroNE 30 SEPTIC 8Y8Tm CONSTRUCTION NOTES - STEVE MATSON, P.E. -4 200 L 14- _L 1. ALL SYSTEM COMPONENTS SHALL_BE INSTALLED IN ACCORDANCE WiTH TITLE V OF THE STATE SANITARY CODE DATED 4/21/06. AS AMENDED = ZONING DISTRICT: RF Y�� RESOURCE PROTECTION OVERLAY DISTRICT BARNSTABLE BOARD OF HEALTH AGENT: p�p p Op p p p 1 THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE DAVID STANTON, R.S. FM I moo' ,. .�„�, f �_- i . ..,. ,. 3- O C� O O O �o OVERLAY DISTRICT AP (AQUIFER PROTECTION) ,, ,y Y t? ` = �� ' 3.;;: :: 2. ANY CHANGE Tn THIS PLAN MUST BE APPROVED IN WRITING BY THE ELEVATION INFORMATIOIN MUST NOT BE CWU�GED WITHOUT FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 15' ,, �:.r• 1 ; �c>�►4f� . WRITTEN PRIOR APPROVAL BY THE ENGINEER. TEST PIT 3 DE1�rHI : '.x o :i.- < -. .... , 4.0' 4.0' lR= L 0 !�O O G.S.E.jL = 21.63 1r 8_ T 3. WHEN IS COMPLETED. PRIOR TO BACITILLIK NOTIFY THE BOARD OF HEALTH AGENT AW ENGINEER FOR INSPECTION. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 77 - PARCEL 02 FILL ; 10YR 3/2 ; GRAVELY LOAMY SAND (;QN(,y�'� LEACHNG CHAI►IIBER SY8TB11 DETAL 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO 8E 4' 9CHED 40 PVIC. UNLESS OTHERWISE NOTED HERl7N., OWNER: WILHEL MINA REALTY TRUST 43 (ELEV 18.09 SUSAN M. CROCKER. TRUSTEE NO SCALE 5. EXCAVATE U&ffABL.E MATERIAL. AS NOTED. TO THE 'B MWON' . FOR A NW. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD. AND 51 PRINCE AVENUE / REPLACE WiTH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. P.O. BOX 582 i A • IOYR 313 ; SANDY LOAM OSTERVILLE; MA 02655 I 51' (ELEV 17.38) 6. INSULATE ALL PIPES AGAINST FREEZING AS REQURM WHEN LESS THAN 3' OF COVER. B ; 7.5R 5/8 ; MECUM SAND 7. THE SEPTIC SYSTEM DESIGN �T YJ(XUDE GARBAGE GRINDER DISPOSALS. a COMMUNITY PANEL NUMBER 250001 0018D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, 8• �JT)ON; THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1-888-DIG-SAFE) AND UTUY COMPANIES TO LOCATE ALL EXISTING UTILITI . AT AN AREA OF MINIMAL FLOODING. ! 84" (ELEV 14.63) LEAST 72 HOURS BEFORE THE START OF �. CONTRACTOR SHALL ,DETERMINE THE EXACT LOCATION. BOTH HORLZONTAIY AND ' VERTICALLY. OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK• THE LOCATION OF OUSTING UNDERGROUND UWIES ARE SHOWN IN AN C ; 10YR 7/4 ; ' GRAVELY APPROXIMATE WAY ONLY. MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR iTS MEDIUM`SAPID i' RFPRESENTATNE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE ! LOCATION ,OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHOULD BE,VERIFIED IN THE FIELD BY THE APPROPRIATE i 144" (ELEV 9.63) CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. NOTIFY THE ENGINEER IAMMTELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS. VERIFY IN FIELD THEE LOCATION / INVERTS OF ELECTRIC, GAS. WATER AT 144' (a& 9.63) TELEPHONE & DWTA/COMY AND RELOCATE IF CONR=NG WiTH PROPOSED,,INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL THIS PLAN IS BASED ON ,AVAILABLE RECORD INFOR�1/AT10N AND RATE- <2 MIN/IN PRESERVE ALL 'UNDERGROUND UTILITIES AS REQUIRED. BY INSPECTION PER HEALTH 9. THE PROPOSED UTiIlTY CONNECTIONS SHOWN HEREON`ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS (DETERMINED BY THE APPROPRIATE UTILITY PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM CLASS I SOIL ON. 1/28/01. � COMPANY. i i T S 85'51'37''E ' 190,77' ! SiTE LOCATION / ; ---- -, ! STONE DRIVEWAY m� mmK I 51 Prince Avenue ■ Lot #2 32' 15 SIDE SETBACK TBIM PK ■ GARAGE ELEV.-21.93 Marston Mills, Massachusetts O r / \�A� ` �o�y, / 8, CONSTRUCTION) ,� N PREPARED MR • �� M (mina Realty Trust i he 5' OVEROIG TP �3 SCAB 22.2PROPOSED i* WATER SERVICE °� o P.o. BOX Z �g` 20' zs� W W �/ VV x 21.7 a cam! W FAIN. �� MROOM 1 ��G • ,`0�' t/� - I SEPTIC . o '•'LL SYSTEM .� h PROPM 4 CAST IRON , , �Q Proposed Septic System Plan - Lot #2 4�� w I I I ,•�� 0 SEPTIC 1500 ANK! IN V.=19.9 �P /o,, �- - 4 Pic SCHEDULE _ IEXI BA R NYE ENGINEERING & SURVEYING b k. ��' z ' STING Sx 20.3 L"W, SV.07X $ WATER I ti GQ w ap s r SERVICE Registered Professional Engineers and Land Surveyors � oy 1` �Xr,c x 20.2 / 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 �rP A PROXIMAT 0 1000 ,- . UPI* 4/s Phone- 508 771-7502 Fax - 508 771-7622 N ,4 �`� �p� EXISTING` O I Z I 0rO p� p� LE CHING<REA SEPTIC TA K 11 ` ` . _ EXISTING SINGLE STO� Q �� C7 T a; �+-12.0 , / MOOD FRAME DWELLINGC� m ` m I 4 �Q �� o NODDED / LIVING AREA: 1235 SF* r t �� c� o, / �o z I 20 0 20 40 AAATTHtFW �� ; , O F BREAKOUT ELE)if-19.13-� YEAR BUILT: 1880* x 21,2 ��` ' o ,� _ .eeW �• ��k, N It / D I �Wr �l9. / P a' E)g971NG LEACH FIELD TO .'� r *-PER ASSESSORS 1 0 \' FRE�1rN1o0 _ ' SCALE IN FEET U o Fpd VED/ABANDONED "� < ' ,._ , C ol" \ 6�� L 0 T 2 EXISTING SEPTIC TAW TO --I I I*L I __ SCALE: 1 - 20 OPAJt�Pp DRY. REYOWED \ 15' SIDE SETBACK b , �\Q�� 39,309 0 90 CITES FILLED WITH ?7 z T _ N� I , • , ; � s - n 15' SIDE SETBACK_ -- -- � r •"� �s x 16.7 N 89MS270 W 73.75' CB/DH TO CB/DH y a I DATE: 08/31/07 WOOLED o h x 14.8 189.41' x 16.:3-" 29.97' N 89.55'15' W S 89'S8'08' W tia PAVEMENT NO. BY DATE REMARKS WIDTH o ----DRAWING NUMBER 0: 2001 2001-115 CIVIL PLO 2001-115-PS.dw 2001=11:5 i