Loading...
HomeMy WebLinkAbout0336 HOLLY POINT ROAD - Health FGr, As s.e s5 afl--s 336 Holly Point Road wa c k vow Centerville A=232 - 026 r /// � J�REcvccfo�o UPC 12543 ' No.53LOR Co HASTINGS,MN i �� TOWN OF BARNSTABLE _ LOCATION _ 33 (p 6,�4 (t1 *g- SEWAGE# Z5 266 VILLAGE UA4e vc (,LL ASSESSOR'S MAP&PARCEL 1� -- INSTALLERS NAME&PHONE NOJD-, �( � S�Vty j'�,,iti{ 0 - Zo,d SEPTIC TANK CAPACITY ('5 Caw LEACHING FACILITY.(type) R-0— t <L (size) Q X NO.OF BED�,R�OOMS 3 OWNER �ry `y ' PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: /\- Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet I. 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 o ng faci ' ) U Feet FURNISHED BY �M � _ _ �� s _ � ._ . r _� _ _ _ `,� i� - - - - - - �t'S �. 'a�� � i� l� �►� � � i �� �� �I � �' � s .._� -. �o �_ etr7� 1, 1 No. � �J / }+ Fee THEE COMMONWEALTH OF MASSANUSrETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for �Digogal �&pztetn C0115tructton Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 3 �6�Ly poi w� Cl Owner's Name,Address,and Tel.No.(,,---,*) r7't —(v23 (o Assessor'sMap/Parcel �3a 6 q, �I\� a 09 k�j�eS �2CY—� 6 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.J ,G'ox 66 9 4kiaa ezr&3 ! -dee" Zoid C-T ciew SCAM V Nc M. Type of Building: Dwelling No.of Bedrooms Lot Size ZOO 000 - sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 336) gpd Design flow provided -��� gpd Plan Date --/p — Number of sheets / Revision Date S ?}F•z► 7 Title Size of Septic Tank /_��l7 Type of S.A.S. jr/�/� Description of Soil �22 bO/1rj Nature of Repairs or Alterations(Answer when applicable) Leg 1 -Ge. /:4,/er</ &e SJ`py,., Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health.eZ / Sig Date �6 0® Application Approved by Date �� d Application Disapproved by: Date -for the following reasons 42 �/ Date Issued Q--- Permit No. ---_---- w r , ... _. No. Fee V X { r, ; Y Entered in com liter: P THE'COMMONWEALTH`OF MASSALHUSPETTS p Yes PUBLIC HEALTH DIVISION - TOWN OF.BARNSTABLE,'MASSACHUSETTS Zlppfication for MiOpOal �&p5tem Conotructtott Permit Application for a Permit to Construct O Repair O Upgrade O Abandon( ) , ❑Complete System D4ridividual Components Location Address or Lot No. 3 3(� upl( P,� ` a• Owner's Name,Address,and Tel.No(.,6�*) 7'7� 6,23 b C ; Assessor's Map/Parcel 4301 6 a(G 08 00cei 1,5 Necx 01 e e„Q;U e c Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.,) co , � oVSr=,e tr4 S74,,,-/.4� J`P�v,�t ?,,,c .ZNJia i-,NAsot,) cs'0%\QSN31:,%r0 ,&d X 66 9 41d 074 62f 6 3 56,f 6jj� Zol a C_7 cicv -1r SiR+{,,v ts,�ch rta Type of Building: F: t aa. Dwelling No.of Bedrooms Lot Size ZQ 004D - sq.ft. Garbage Grinder Other- Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures `r Design Flow(min.required) 330 gpd Design flow provided gpd Plan Date Z/--/6 —a 7 Number of sheets Revision Date Title t Size of Septic Tank Type of S.A.S. Description of Soil 're; Nature of Repairs or Alterations(Answer when applicable) ;/.!/A Cc ff�lON 1?f0/c- j � ego k- `14' . Z �it' �c✓ t Date last inspected: - Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in t accordance with the provisions of Title 5 of the Environmental.Code and not Oplace the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sign Date - Application Approved,,by Date 6,1/Y J U :,' Application Disapproved by: Date for the following reasons 12 " Permit No. r�5 Date Issued (I� THE COMMONWEALTH OF MASSACHUSETTS F.= BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired X Upgraded g P Y ( ) P ( ) ( ) Abandoned( )by /-3O 4,J 1:/ e // at -7-3 Ab/Xy /� /?d C-e f t,/leg_ has been constructed in accordance with the provisions of Title 5 and the�for Disposal System Construction Permit No. P 00'7 � dated Installer 13yvS��� �d 5.�,,/—40 y .J 7 1 Designer D d(f C /V&l - #bedrooms , Approved design flow 73 3 C) gpd o The issuance of this p rmi f1 no construed as a guarantee that the system 'll fu ction as,de igned. �^ Date / Inspector ��� � --------------------------------------------- No. !J`"" Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS wi.qloml *pgtem Cow5truction i3ermit Permission is hereby granted to Construct ( ) Repair (,k ) Upgrade ( ) Abandon ( ) System located at 336 A<616;f 1_1'f. ,Pd 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 con 'i on . Provided: Construction mu t be completed within three years of the dat�of this p t. Date / ��LO / Approved b}�-----+ Town of Barnstable �.� "ETOk Regulatory Services Thomas F.Geiler,Director • EARN.SFABLE. s a Public Health Division AlFD14+a't� " Thomas McKean,Director 200 Main Street,Hyannis,IOTA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: III 1, b Designer: U^4 �h/� —IV Y'I I/ Installer: �� d _ Address: . W C ,� Address: _a On ID —/1—d 2 r 8` *, YA" Jewwas issued a permit to install a (date) (installer) septic system at 3-J 6 N-b(( A(it' based on a design drawn by n� address} v� - dated q-10 ®drl ' (designer) I:•:certify that the septic system referenced above was installed substantially a.cc rding to design, which may include minor approved changes such as latera reloca cox%of the d. stribution box and/or septic tank. I certify that the septic system referenced above was installed with''.mar changes'(i.;e,' greater thazz`10' lateral relocation of the SAS or any ver&al'r location o any componcit, of the septxc=�system)but in accordance with State&Locaf Reggdat ons:• Plan revisiorx or certified as-bu.1f'bY designer to follow.'' s. „ZM 01FN '! ®? AVID'_ _ (Installer's Signature) B• cGn �., NASON rn 66 FQIs P� sgti�raa�P`� (D er s Signature) (Affix gne 's Statinp Here) PLEASE RETURN TO BARI�CST'RL-_E 'PUBLIC:.HEALTH DIVkSION: CLRTIFIC TE OF COMPIC,IANCE WII.JG:aQ. . �iE _ SSUED:'I71�t [TL; OTH=TDTS FORM AND' Ag_ T BUILT CARD ARE RECEIVED VY. -,f'HE.B IS'TABLE PUBLIC H]EALTIH D $I0M. THANK YOU. Q: Hea1tF✓Septic/Designer Certification Forr., i. r � , DATE: ��22�* • ` FEE: Town of Barnstable MM. BY ' SEED- DATE: � 2207 Board of Health 200 Main Street,Hyannis MA 02601 Office: 509-s6Z4644 M� �D / � f%ogff FAX: 508-790-6304 , / Wayne A.hMer,MD. VARIANCE REQUEST FORM Paul J.Camp DMD. ! C_ON ProPAY Address: 3 Hol 1 i�''of N (a� Assessor's Map and Parcel Number: 2-3 Z 07 / Size of Lot Wetlands Within 300 Ft Yes Business Name: NO Subdivision Name: APPLICANT'S NAME LAVI C> �j. -7-� Did the owner of the RS Phone SJ CS-g�3-2I F"P�y at mOnze you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACTPERSON Name�eGir i Cfa Idtie, �4V 1 D -6. Z Name: /' s Address: `�'�T�--r�� Address:�, cs�G�lD1AIle- Phone: ` Phone: 6CS -g 5�-Z17 E FROM REGULATION(List Reg.) REASON FOR VARIANCE M (May ate if more spa.R I ,1 � � ,o,ti. r► l� � 50 0 {�tl,E]-G tv �� an NATURE OF WORK: House Addition ❑L)LJUUU House Reno ation Repair of Failed Septic System ❑ C)-, ►% CheckGist (to be completed by mice staff person receiving variance request application) Four(4)comes of the vsrramcc request formceP in 4 separate completed sell Four(4)�m of engineered p�submitted(c.8 system plans) Signed letter copies of stating that the dimeasional floor plans submitted(e.g•house plans or restaurant lalche,plans) property owner authorized you to represent hkn&a for this request--- Applicant understands that the abutters most be notified by certified marl at least tea days prior to and/or local sewage regulation variances euly) 8 date at appfica�'s exp®se (forTdle V — Full menu submitted(far grease trap variance rests Only) Variance request application fee collected(no fee for lifeguard modification resew outside [ only],and variances to ak B��variance resew b[same owaw/lessee only), dining variance renewals same o proposed]) reP �sevrage 1 system[only if no expansion to the building Varnnce-quest submitted at least 15 days prior to meeting date VARIANCE APPROVED NOT APPROVED Wayne Miller,Chairman REASON FOR DISAPPROVAL Paul J.Canniff,DAVLD. C:\Documents and Settings\decollik\Local Settings\Temporary Internet 05/21/2007 21:48 6178683331 PROSPECTUS PAGE 02 Vivian M. Gress 6 Graystone Lane Weston, MA 02193 May 21,2007 Board of Realth Town of Barnstable 200 Main Street Hyannis,MA. 02601 RE: Variance Request,336 Holly Point Road(aka 39 Vine Street) Hearing May 22,2007,3:OOPM Gentlemen: I am writing to express my concern regarding the above filed Variance Request. My home is the abutting property to the east at 326 Holly Point Road. I have been out of town,but I am in the process of engaging an engineer to review the plan on my behalf. Unfortunately I was unable to obtain a copy of the plan at the town offices until May 21, 2007. 1 am concerned that the septic systern is located too close to my property and will constrain my ability to complete a new septic system in the future,thereby diminishing my property value. I have rnade arrangements to have the plan reviewed by Westcott Site Engineers of Waltham,Ma within the next three weeks and would appreciate your postponing action on this request until the review has been completed. Thank you for your consideration of this request. Very truly yours, 2),.L.Un'l�. Vivian M. Cress Peter & Catherine Murray 208,Huckins Neck Road Centerville, Ma. 02632 508-775-6236 March 27, 2007 To whom it may concern: We authorize David Mason to represent us before the Barnstable Health Department hearing regarding our septic system for the home at 336 Holly Point Rd.(aka 39 Vine Street) in Centerville. Peter D. Murray Catherine A Murray i Rpr ' 17 07 12: 16p 508-833-2177 p. 1 1 To: Barnstable Board of Health From: David B. Mason, R Date: April 17, 2007 RE: 336 Holly Point/39 Vine Street As the,representative for the owner of the ref nc roperty, we will be making application to appear before the Board at th May OF,- 007 hear We.did not make application for the meeting o 4/17/07, t w11.1-be_maki�g_asequest to be placed on 7. Thank you. S�/01 g33 -.? iq7 I 1 Feb 21 07 07: 54a 508-833-2177 p. 1 David B. Mason, RS February 19, 2007 s . Dan Crowley Construction Mr. Dan Crowley -,___--- 359 Regency Drive Marstons Mills, MA 02648 Re: Groundwater Determination at 336 Holly Point Road/39 `line Street, Centerville, MA Dear Mr. Crowley, This office had been requested tc verify groundwater elevation relative to the existing leaching pit at the referenced property. The verification was a request made by the Barnstabli Health Department, so that a building permit could be approved for the property. This office utilized a Subsurface Sewage Disposal Assessment which was completed for the property by William E. Robinson, Sr dated January 24, 2007. The report indicates that ground water was at ten 1,10) feet below grade. The Health Dept. required verifica-i.on of the information stated in the valid report. On February 14, 2007 at 11:30 AM this office conducted a deep hole test at the referenced property. The soil was classified as a Medium Sand. Groundwater was observed to be ten (10) .feet below grade. The observed groundwater was determined to be approximately three (3) feet below the 61 diameter by 4' deep leach fait. Thi: was determined from the information that was provided by the Licensed Septic Inspector william E. Robinson, Sr. . Based on the septic tank being ten (10) inches below grade and the .leach ` pit being approximately three (3) feet below grade, and observation in the excavation, the leach pit as calculated is three (3) .feet above observed ground water. Please contact this office if you have any questions. :3ircerel y, David B. Mason, R.S. I 4 Glacier Path, East Sandwich, MA 02537 50 - 33-2177 Board of Health Abutter List for Map & Parcel: 232026 Direct abutters(no set distance) and the properties located across the street. Total Count: 4 19 I Close Map &Parcel Ownerl Owner2 Addressl Address 2 Mailing CityStateZip KWASNICK, PAUL VINE STREET REALTY NEWTON 232024 TRS TRUST 237 DEDHAM ST HIGHLNDS, MA 02161 232026 MURRAY, PETER D& 208 HUCKINS NECK CENTERVILLE, CATHERINE A RD MA 02632 232027 CRESS,ViNIAN M 6 GRAYSTONE LN WESTON, MA02493 232068 KUMIN,ANITA H C/O KUMIN,MAX, 13OX 74 CUMMAQUID, MA EXECUTOR 02637 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 3/23/2007. Town of Barnstable P* Department of Regulatory,Services.-, : MMSTAnM : ,Public Health Division Date t6;p �e� 200 Main Street,Hyannis MA 02601 /_ O lEDMA't6 \ �wv Date Scheduled / Time . Fee Pd. Soil Suitability Assessment for Sewage Dis sal Performed By:. - Witnessed By: LOCATION& GENERAL INFORMATION Location Address,3 loL L 34 Owner's Name �2TJ \►V YY\e�. Address Assessor's Map/Parcel: a oZ w Engineer's Name NEW CONSTRUCTION REPAIR ) Telephone# dp g Land Use Slopes(3'0) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands n proximity to holes) 7---- -- y Parent material(geologic) u` �u /f Depth to Bedrock. + � '—' �O Depth to Groundwater. Standing Water in Hole: 120 Weeping from Pit Pace v�t T Estimated Seasonal High Groundwater-— - DETERNIINATION FOR SEASONAL HIGH WATER TABLE � Method Used: Depth Observed standing in obs.hole: _—in. Depth to soil mottles: ins, Depth to weeping from side of obs.hole: _ —in, Groundwater Adjustment ! ft•- Index Well# Reading Date: Index Well level .. Ad,factor, __ Adj.drou dwater Level PERCOLATION TEST Da 2 Observation Time at 4" �i -� Hole# 17 �= Depth of Perc (0 Time at 6' C 2� - - Time(9"-6") Start Pre-soak Time @ rT` End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site 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 Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC . I DEEP.OBSERVATION HOLE LOG H01e# Depth from Soil Horizon Soil Texture Soil Color Soil Other, Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con isten %/ ravel p n3 :/Io T�6Z, /zo DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel Zo' C Iyl •5�� rL � DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel � r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil.Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Willing (Structure,Stones;Boulders. Consistency. � I Flood Insurance Rate Man: Above 500 year flood boundary No ►! Yes Within 500 year boundary No= Yes v Within 100-year flood boundary No Yes Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pe viot�paterial exist in.,all areas observed throughout the area proposed for the soil absorption system. �I If not,what is the depth of naturally occurring pervious material? Certification I certify that on `l (date)I have passed the soil evaluator�examination approved by the Department of Envir mental Protection and that the above analysis was performed'by me consistent with . the required training,experti nd experie ce described in 310 CMR 15.017.. Signatur Date �1 QASEPTIC\PERCFORM.DOC �007- 00a3S The undersigned agrees to pay$20,000.00 to the Town of Barnstable Health Department in cash or by bank or certified check, the receipt of which is hereby acknowledged, to be deposited into an account established by the Town of Barnstable Finance Department to be held in escrow to secure the undersigned's obligations. The undersigned is required to submit an engineered septic system plan in accordance with specifications approved by . the Health Department for the premises having a street address of 326 (aka#336)Holly Point Road, Centerville on or before June 30, 2007. If the septic system is not so designed by said date, the undersigned hereby grants the Health Department the right at its option to (1) apply the escrow amount in whole or in part to design the system after June 30, 2007 in such manner as prevent any public health and environmental health hazards or dangers at 326 Holly Point Road, Centerville or in the alternative (2) to place a cease and desist order on all construction activity on the premises and retain the security if the new proposed septic system is not approved by the Board of Health or its agents on or before July 10, 2007 pending compliance by the undersigned with any such order. If the septic system is so designed in accordance with the terms herein on or before said date, the escrow will be returned to the undersigned. The undersigned also agrees that if the new proposed septic system design for 326 Holly Point Road, Centerville is not ultimately approved by the Board of Health or it's agent on or before July 10, 2007, construction of the dwelling shall immediately cease and the house shall be returned to it's original condition. Dated: U b Sipe Arc eter D. N urray Catherine A. Murray Witne sed By: Payment Receipt Ac owledged By: 20060120 murraycrowleyescrow2 a ' Pars etEciit Pa,oe 1 of 2 a� v. L )t LLyd �'-gt �' 6 Fw__�slG✓ y J 'u"'-ice*.$'+ -a. �rY.i` �. i r11 A'5 (^, .16YSY�' f i `". 4,t1,5;*' s.�£���±y si A'{�i`.N`i ,emu T��^`S.�-u.a + �?� '. q► .1.., :V'� ��� _ ,-jifR �'J� .. �.d" ..... Logged In As: �„�� Friday,January 19 2007 Frank Schlegel Pa Application Center Road System Reports Road System Parcel Detail Parcel ID: 232026 i Sewer Acct: TAR U __.................. �_ .x+ Devel Lot: LOT 42 Owner: :tVIURRAY, PETER D & CATHERINE A Co Owner: I Street: 20$ HiJCKINS NECK RD City: CENTERVILLE I State: MA I Zip: 02632� --------------- Location: JAHN POINT ROAD Village: ; Centerville Road Index: 0731 I Pri Frontages Secondary Road: VINE STREETA: Sec Index: 1763�-- ; Sec Frontage: Visions Location: 326 HOLLY POINT ROAD j Last Updated: LL(1412006 11:11:10 A --------------- No. Bldgs: 1 -J Account No: 144196^ Lot Size (acres): 0.5800059 State Class: 1010 j Year Added: 1969 Fire Dist: 3 Deed Date: 10i22(20041 Deed Ref: C1747$1 Land Value:- Bldgs Value: 221700 Extra Features: 2�000 ' --------------- Condo Complex: Building: Unit: `U'pdate' Town of Barnstable BAMSTABLE, = Engineering Division r� 1639. ,�� 367 Main Street,. Hyannis MA 02601 Office : 508-862-4088 Robert A. Burgmann, P.E . Fax: 508-862-4711 Town Engineer SUBJECT:Numbering of Buildings Map No.-2 3--1 Parcel No. nL2,C Date: aoz Dear Property Owner, Notice is hereby given in accordance with the General Ordinances of the Town of Barnstable, Chapter III,Article V, Numbering of Buildings, adopted March 3,1931, revised July.21,1994, public convenience and.necessity requires the assignment of number�34�1 for your property located o: H o LLq a ftv- o ,-i.- c111 STREET41,TAME VILLAGE This number should be affixed to your building so that it is visible from the street as outlined in Exhibit"E", Town of Barnstable Rules and Regulations for Numbering of Buildings. Please contact Mr.Frank Schlegel at the Engineering Division at(508) 862-4088 and be prepared to provide all telephone numbers at this location so that your E-911 account records can be confirmed when the correct building number-is posted. Robert A. Burgmann, P.E Town Engineer end.: T.O.B. Rules &Regs. _ Common Questions _ Site Map _ Assessors Change Form f Town of Barnstable t639. Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,DMD Junichi Sawayanagi June 15, 2007 Mr. David Mason, R.S. DBC Environmental Designs East Sandwich -MJ \ E ' 336foll / ML Pont}Roa ay`Ica�39Vi e Street Centeille�� 23`2026� � Dear Mr. Mason, You are granted conditional variances, on behalf of your clients, Peter and Catherine Murray, to construct an onsite sewage disposal system at 336 Holly Point Road, Centerville. The variances granted are as follows: Section 360-1, Town of Barnstable Code: The new onsite soil absorption system will be located only 50 feet away from the edge of the vegetated wetland, in lieu of the 100 feet minimum separation distance required. Section 360-1 Town of Barnstable Code: The new septic tank will be located only 33 feet away from the edge of the vegetated wetland, in lieu of the 100 feet minimum separation distance required. 310 CMR 15.211 —The new soil absorption system will be located five feet away from the property line, in lieu of the minimum ten feet separation distance required. The variances are granted with the following conditions: (1) The engineering plans shall be revised to show a monolithic septic tank. (2) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and Q:\WPFILES\MasonMurray2007.doc i ib similar-type rooms are considered "bedrooms" according to the MA Department.of Environmental Protection. (3) The septic system shall be installed in strict accordance with the revised engineered plans dated May 24, 2007. (4) The Registered Sanitarian shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated May 24, 2007. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the proximity of the lake and wetlands in the area. It is the opinion of this Board that the proposed new soil absorption system will be constructed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. 4an .D. Q:\WP FILES\MasonMurray2007.doc Mar 20 07 07:54p auo-®,ram-ca r r �-• . 336 Holly Point!39 Vine Street This project has received approval at varying levels of the permitting authorities. Specifically,the project was given the okay from the Conservation Commission. The proposed project was reviewed by Donna of the Board of Health and I was informed that I would need a septic inspection by a State Certified Septic Inspector. I was informed that a pass of the septic system would allow approval of the building permit. Based on the information received from the Health Dept.,William Robinson was hired to conduct the septic inspection. The inspection passed with and indication that the leaching was 3 feet above ground water. The septic inspection is dated January 24, 2007' Mr.Crowley again went to the Health Dept. with the building permit and the septic inspection anticipating signature of the building permit and was told that this was not adequate and approval could not be given. Mr. Crowley informed the Health Dept. staff that he had done as directed and did not understand. Mr. Crowley was told by the Health Dept. staff that he would need someone to conduct a test hole to verify the distance the bottom of the leaching was above ground water. Mr. Crowley then hired David Mason,RS, to verify the information that the Health Dept. had asked for. On February 14,2007,Dave Mason verified that the leaching was three (3')above ground water. This confirmed the determination made by William Robinson in the septic inspection report that the Health Dept, had requested. On,February 20, 2007, Mr. Crowley again went to the Health Dept. with the building permit and the request ground water determination conducted by David Mason,ItS and anticipated the approval of the building permit, 1&.Crowley was informed by the Health Dept.that approval of the building permit could not be given ever:though Mr. Crowley provided and validated the issues raised by the Health Dept. Mr.Crowley was told by the Health Dept.that he would now treed to attend the:next Board of Health meting which would be on March 21, 2007 At this time what do you want from roe? I want a building rmit and have pe a subjected the owner to requests from the Health Dept. which inferred approval as Hong as the septic system passed and the system was above ground water. At this point,it is four months, money has been spent for Health Dept. requested information and I still have no idea what you want. For the sake of the owner, I need to be told exactly what you require to approve this building permit. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTIONki iP- . TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS S-UI3SU-RFA- AGE DISPOSAL SYSTEM FORM p �P- I It �'^ t U�. ART A 2 ff ``" `c,` TIFICATION °� c Property Address: -36 Holly Point o a d 1ne Stree . Ce 1 C. t� ` Owner's Name: Peter Murray •y� (O 3' � Owner's Address: I S �1 e���f Q , li• . 0 Date of Inspection: 4—1 c! n .. Name of Inspector:(please print) W i 1 1 i am E_ . Robin son S r. Company Name: William E. Robinson Septic Service Mailing Address: P O Box 1089 t a Centerville. MA [ C— E . Telephone Number: (5081 775-R776. .n CERTIFICATION STATEMENT 1 certifythat I have personally p y 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 or 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 S(310 CMR 15.000). The system: r.) r CZ) M �es Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Dute: The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Hearth oc, DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the.system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approxing authority. Notes and Comments ""This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 336 Holly Point Rd/39Vine St Centerville Owner: Peter Murray Date of inspection: Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. Syste Passes: 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: ` B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.Th system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,n or not determined(Y,N,ND)in the for the following statements.If%at determined"please explain. The septi tank is metal and over 20 years old"or the septic tank(whether metal or not)is structurally unsound,exhibi substantial infiltration or exfiltration or tank failure is imminent_System will pass inspection if the existing tank is r placed with a complying septic tank as approved by the Board of Health. •A metal se tic will pass sins inspection' P p if it is structural) indicating that thetank is less than 20 years old is available.sound,not leaking and if a Certificate of Compliance ND explain: Observat' n of sewage backup or break out or Itigh static water level in the distribution box flue to broken or obstructed i p e or due to a broken. P ( settled or uneven dastnbutton box.System will pass inspection if(with approval of Bo d of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The s stem required pumping more than 4 tunes a year due to broken or obst-mied pipe(s).The system will pass inspect'' n if(with approval of the Board of Health): broken pipes)are replaced Obstruction is removed ND explain: �} �' Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY.ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 336 Holly Point Rd/39VVne St Centerville Owner:_ Peter Murray Date of Inspection: Further Evaluation is Required by the Board of Health: Conditions exist which require fii Cher evaluation by the Board of Health in order to determine if the system is fai ing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.3113(1)(b)that the ystem 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 syste 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 rface 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 froth 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. O her: 3 Page 4 of 11 . OFFICIAL INSPECTION FORM—NOT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 336 Holly Point Rd/39 Vine St Centerville Owner: Peter Murray Date of Inspection: _,e —la System Failure Criteria applicable to all systems: Yo must indicate"yes".or"no"to each of the following for all inspections: Yes No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool, e ondin of effluent the surface'of the ground or surface waters due to an or. or _ Discharge or p g gr . clogged'SAS or cesspool Static liquid level in the distribution box above.outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6"below invert or.available volume is less than'/ day flow Required pumping more than 4 times in the last year,NOT due to clogged or obstructed pipe(s).Number of times pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within I00-feet of a surface water supply or tributary to a surface water.supply. Any portion of a cesspool or:privy is within a Zone 1 of a.public well. _ Any portion of a cesspool or privy is within 50 feet of a private water supply well Any portion of a cesspool or privy is less than 100 feet but greater than 50 f et from a private water supply well with no acceptable water quality analysis.{This system passes if(lie 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: arge Systems: . . To be considered a large system the s}'stem must serve`a;fa'ci!ity with'a design=flow of 10,000 gpd to 15,000. gpd• You m t indicate either"yes"or"no"to each of the following:. (The fol owing criteria apply to large systems in addition to the criteria above) yes no e system is within 400 feet of a surface drinking water supply i e system is within 200 feet of a tributary to a surface drinking water supply — _ t e system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped one I of a public water supply well P PP Y If you hav answered"yes"to any question in Section E the system is considered a significant threat,or answered . `'yes"in S ction D above the large system has failed.The owner or operator of any large system considered a significan threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.T e system owner should contact the appropriate.regional office of the Department. 4 Page 5 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 336 Holly Point Rd/39 Vine St Centerville Owner: _ Peter Murray Date of Inspection: Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No _ Pumping information was provided by the owner,occupant,or Board of Health 1/ Were any of the system components pumped out in the previous two weeks 2 Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of this inspection? ._ ✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? Were all system components,excluding the SAS,located on site? Were the septic tank manholes uncovered,opened,and the interior of the tank inspect.ed for the condition of the baffles or lees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum 7 ?/ Was the facility owner(and occupants if different from owner)provided with t nformation on the pro per ma'menance 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/ E/ _ � xisting information.For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)) 5 t � Page 6 of 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 336 Holly Point Rd/39 Vine St Centerville Owner: Peter Murray Dale of Inspection: /—,z -/—O 7 FLOW CONDITIONS RESIDENTIAL. Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x N of bedrooms): Number of current residents: 0 Does residence have a garbage grinder(yes or no): Is laundry on a separate sewage system(yes or no): '�e [if yes separate inspection required] ] Laundry system inspected(yes or no):.4-10 Seasonal use:(yes or no):/a.5 Water meter readings,if available(last 2 years usage(gpd)): 2 0 0 6 — 1 , 000 Sump pump(yes or no): A,o 2UUb — 24, 000 Last date of occupancy:, COMMERCIAIANDUST L Type of establishment: Design flow(based on 310 MR 15.203): - gpd Basis of design flow(se s/persons/sgft,etc.): Grease trap present(ye or no):_ Industrial waste holdi g tank present(yes or no):_ Non-sanitary waste ischarged to the Title 5 system(yes or no): Water meter read' gs,if available: Last date of occu ancy/use: OTHER(des 'be): GENERAL INFORMATION Pumping Records Source of information: .2,V v 41 Was system pumped as part of the inspection(yes or no): %L U If yes,volume pumped:_gallons--How was quantity pumped determined? Reason for pumping: TYP OF SYSTEM ptic 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/Altemative 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: PP g o �r . /36kq ( ). Were sewage odors detected when arriving at the site(yes or no): U 6 Page 8 of I I OFFICIAL INSPECI-ION FORM -NOT FOIL, VOLUNTAIIY ASSESSMENTS SUUSUIU-'ACL SLIN'AG1� UISI'OSAL Sl'STEA1 INSI'ECI-ION F0l(N1 PAIIT C SYSTEM INFORMATION(continuer)) ProptrlyAddrtss: 336 Holly Point Rd/39 Vine St Centerville Owntr: pctar Mnrra� Urtlt of losPtclloo:-4 TIGIIT or 110 ING TANK:_(task must be pumped at lime of imspection)(lucate oilsite Plan) Depth below gr de: Matelial of cot struclion:__cuncrele_,,let a,_fiberglass_polyeihylene_ollter(explain): Dimensions: Capacity: alluns Ucsign no : galluns/day Alarm pros ni(yes or no): Alarm lev I: Alann its wuikin urdcr Datc of I t lumping: 6 [Jcs ur no)-_ 1 Cununc s(condition of alarm and float swilclics,ctc.): UI5TIl1UUT10N UOX:_(if present must be opcncd)(locatc oil site plan) DcPlh of liquid level above uullcl imvcri: p Ckts(note if box is level and Jislri""un Icakaatc to outlets equal,an)'evidence of solids cair)•ovcr,any cvidcncruf sc inly or out of box,cic.): Q P� 1'UMI'Cl1Ah ULII,:`(local'vn site plan) Pumps in%v rking order(ycs or no):_ Alanns it, orking order(ycs or no): _ Contntcnl (lute condition of pump chamber,cundiliun of pumps and appurtcnanccs,cic•); I f I'a6c 7 of I I OFFICIAL INSPECTION F0101 —NOT FOR VOLUNTARY ASSLSS111ENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION 1,0101 PART C SYSTEM 1NFORA AT10N (continued) ProperiyAddress: 336 Holly Point Rd/39 Vine St Centervi e Owner: Peter Murray Date of Inspcctlon: ���'� .� BUILDING S '1VER(locale un silt plan) Depot bolo grade: Materials Ulf _cast iron 40 I'VC usher(explain): Distance from ,rivate Ovate _ r Supply w I I ) ell or wction line:_ Comm fits(u„condition of juu,ts,ventil►g,evidence of leakage,etc.): SL'PTIC TANK: M(locate on site plan) Depth below grade: 16 s ! Material of construction: cuucrcic_metal fiberglass JwlyeU,ylene _url►cr(explain) If tank is metal list age:_ Is age confirmed by a Certifica ccrtificatc) te of Compliance(�•es or nu):_(aliach a copy of . � � 1 Dimensions: Sludge dcpol: Distance front tv►of sludge b s l to buttum of outlet Ice or bafllc: - t� Sewn Uliekness:.0 Distance front lop of scum to top of outlet Ice or bafllc: ' l Distance Gorn buttum of scull,to bottofi,of outlet sec or battle:—L/ ' r I lowwcre dimensions determined: © PC,,, Comments , - ----(on I umping(ccoumundations,inlet and outlet Ice or bafllc mid itkm,sit uclulal ill lcgrily,liquid levels as Willed to outlet invert,cvidcrtcc of leakage,etc.): C7 y C) p G- T i' �` I'z 9 � GREASE TRAP:_(locate v site purl) DcpU,below grade:_ Material of eonswuiun:_c nettle metal libclglass`pul)•etll)•lcne _other (e)plain): — Dimcnsions: Scum thickness: Distance front Iop of scull lu top of outlet Ice or bafllc:_ Distance Gont bottunl of`turn Iu bottom of oullct ice or bank: Dale of last pumping: Cortunenls fun pumpin tecununenJaliuns,inlet and outlet lee ur bafllc cunditiu:,,sUuclwal inte6rity, liquid Ic�cl, as related to outlet in it,evidence of a Ieaka etc.),. 6 � ) 7 Page 9 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 336 Holly Point Rd/39 Vine St Centerville Owner: Peter Murray Date of Inspection: SOIL ABSORPTION SYSTEM(SAS): r/(locate on site plan,excavation-not required) If SAS not located explain why: Type leaching pits,number: 0 leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and conf guration: Depth—top of li uid to inlet invert: Depth of solids I yer: Depth of scum I yer. Dimensions of esspool: Materials of c nstruction: Indication of oundwater inflow(yes or no): Comments(q to condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: (loc/teon site plan) Materials of co truction: Dimensions: Depth of solidi: Comments(tote condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 Page 10 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY`ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 336 Holly Point Rd/39 Vine St Centerville Owner: Peter Murray Date of Inspection:l•-Z 9-D r7 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. Ai i G 10 Page I I of I I OFFICIAL INSPECTION.FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 336 Holly Point Rd/39 Vine St Centerville Owner. Peter Murray Date of Inspection: 7 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 10 feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within ISO feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: u COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION b 2°�2ERE ea ' GAF YRCr 004TABLETITLE 5 T. OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION� S Sl-rz L-",� Property Address: 336 Holly Point Road Centervile. Owner's Name: Peter Murray (estate of Konef al) Owner's Address: Date of Inspection: s 5 of Name of Inspector:(please print) Wi 1 1 !am E_ •Robinson Sr. Company Name: William E. Robinson Septic Service Mailing Address: P O Box 1 089 Centerville, MA Telephone Number: (5081 775-8776 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.1 am a DEP approved system inspector pursuant7toSeion 15.340 of Title 5(310 CMR 15.000). The system: es Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: L The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Healthy DEP)within 30 days of completing this inspection.If the system is a shared,system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be seat to the system owner and copies.sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I C Page 2 of I 1 • OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued). Property Address: 336 Holly Point Road Centerville Owner. Date of Inspections —O Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. Syst Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System C ditionally Passes: One or m e system components as described in the"Conditional Pass.'section need to be replaced or repaired.The syst m,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or of determined(Y,N,ND)in the for the following statements.If"not determined"please explain. The septic is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits ubstantial infiltration or exfiltration or tank failure is imminent.System will pass inspection if the existing tank is re laced with a complying septic tank as approved by the Board of Health. •A metal septic will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that tank is less than 20 years old is available. ND explain: Obse ation of sewage backup or break out or high static water level in the distribution box due to-broken or obstructed_ tpe(s)or due to a broken,settled or uneven distribution box.System will pass inspection if(with approval Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND expla' Th system required pumping more than 4 times a year due to broken or obstnKxed pipe(s).The system will pass inspe tion if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is n=vcd ND exp ain: i Page 3 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:_ 336 Holly Point Road Centerville Owner; Peter Date of Inspection: C. Furl Evaluation is Required by the Board of Health: Condit ns exist which require further evaluation by the Board of Health in order to determine if the system is failing to pro t public health,safety or the environment. 1. System Ill pass unless Board of Health determines in accordance with 310 CMR 15.303(I)(b)that the system is of functioning in a manner which will protect public health,safety and the environment: _ Cessp of or privy is within 50 feet of a surface water _ Cessp of or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will I iii unless the Board of Health(and Public Water Supplier,if any)determines that the system is functio ting in a manner that protects the public health,safety and environment: _ The syst m has a septic tank and soil absorption system(SAS)and the SAS is within.100 feet of a surface water upply or tributary to a surface water supply. _ The sys m has a septic.tank and SAS and the SAS is within a Zone I of a public water supply. _ The sy em has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The s tem has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more front a private wat r supply wells Method used to determine distance "This syste passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and olatile organic compounds indicates that the well is free from pollution from that facility and the presence f ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 336 Holly Point Road Centerville Owner: Peter Murray Date of Inspection:� ,r�� A D System Failure Criteria applicable to all systems: Yo must indicate"yes".or"no"to each of the following for all inspections: Yes No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or dogged SAS or cesspool Static liquid level in the distribution box above.outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow _ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within I00,feet of a surface water supply or tributary to a surface water supply. y 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. y portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private Amter 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(fiat facility and (lie 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.] (Y s/No)The system fails.1 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: La r a Systems: To be con idered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must' dicate either"yes"or"no"to each of the following: (Tlte folio« g criteria apply to large systems in addition to die criteria above) yes no tit system is within 400 feet of a surface drinking water supply — _ th system is within 200 feet of a tributary to a surface drinking water supply th system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zo a 11 of a public water supply well If you have swered"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 vwmer or operator of arty large system considered a significant tb real under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The ;ystem owner should contact the appropriate regional office of the Department. 4 I . Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 336 .Holly Point Road Centerville Owner: Peter Murray Date of Inspection: ' n— �C3 v Check if the following have been done.You must indicate`yes"or"no"as to each of the following: Yes No Pumping information was provided by the owner,occupant,or Board of Health Were any of the system components pumped out in the previous two weeks? _ Has the system received normal flows in'the previous two week period? !//Have large volumes of water been introduced to the system recently or as part of this inspection?, Were as built plans of the system obtained and examined?(If they were not available note as N/A) t✓ — Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? Were all system components,excluding the SAS,located on site? Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? — _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on:. Yes o Existing information.For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance., is unacceptable)[310 CMR 15.302(3)(b)] 5 Page 6 of l I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 336 Holly Point Ioael C:�.nte:c•c�i11 Owner: .Pe ter Murra Date of Inspection: FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):.3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms):, Number of current residents:_ Does residence have a garbage gnrtder(yes or no): Is laundry on a separate sewage system(yes or no)f'ne) [if yes separate inspection required] Laundry system inspected(yes or no): �7 Seasonal use:(yes or no):-4-0 Water meter readings,if available(last 2 years usage(gpd)): 2003 — 7,000 Sum 2 2 — 44, 000 um es or no �O 0 0 PP pump : )._ q . Last date of occupancy: COMM ERCIAIANDUSTRIAL Type of establishm t: Design flow(base on 310 CMR 15.203): gpd Basis of design fl (seats/persons/sgft,etc.): Grease trap pres t(yes or no):_ Industrial waste olding tank present(yes or no):_ Non-sanitary ste discharged to the Title 5 system(yes or no):_ Water meter r adings,if available: Last date of ccupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Was system pumped as part f the inspection(yes or no): 4�— If yes,volume pumped:_gallons--How was quantity pumped determined? Reason for pumping: TYP F SYSTEM eptic 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 co one ts,Aate insL led if' wn)and source of information: Were sewage odors detected when arriving at the site(yes or no): � 6 I I;agc 7 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 336 Holly Point Road Centerville Owner: Peter Murray Date of inspection: BUILDING S VER(locate on site plan) Dcpth below adc: Materials of nstruction._cast iron 40 PVC_other(explain): Distance fro private water supply well or suction line: Comments n condition ofjobits,venting,cvidencc of leakage,etc.): SEPTIC TANK: _(locate on site plan) Depth below grade: Material of construction:�crete metal fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed-by a Certificate of Compliance(yes or no):_(all ach a copy of certificate) 4 Dimensions: / � �= U Sludge depth:_ Z Distance from top of sludge to bottom of outlet tee or baffle: �/t Scum thickness: "S' Distance from top of scum to top of outlet tee or baffle:,_ 1 Distance from bottom of scum to bottom of utlet tee r batlle �Q How were dimensions determined: O �o,� ��� Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence ofleakage,etc.): i GREASE TRAP: ocatc on site plan) Depth below grade: Material of construe ton:_concrete metal fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from to of scum to top of outlet tee or baffle: Distance from b ttom of scum to bottom of outlet tee or baffle: Date of last pu ping: Comments(o pumping reconunendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to o ttlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 336 Holly Point Road Centerville Owner: Peter Murray Date of Inspection: 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: (if present must be opened)(locate on site plan) Depth of liquid level above outict 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,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION_FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 336 Holly Point Road Centerville Owner: Peter Murray Date of Inspection: 7 to e! SOIL ABSORPTION SYSTEM(SAS):i/Ocate on site plan,excavation not required) If SAS not located explain why: Type. leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: innovative/altemative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,da p soil,condition of vegetation, etc.): / d6 C) .o!/ / ' L dt L CESSPOOLS (cesspool must be pumped as part of inspection)(locate on site plan) Number and onfigu ration: Depth—top f liquid to inlet invert: Depth of so ids layer: Depth of s m layer: Dimensio of cesspool: Materials f 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 site plan) Materials o construction: Dimensio : Depth of lids: Commen (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 Page 10 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 336 Holly Point Road Centerville Owner: Peter Murray Date of Inspection: —0 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.Locatg where public water supply enters the building. s i /J i Av3r �l 10 Page,11 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_ 336 Holly Point Road Centerville Owner. Peter M rra Date of Inspection: �6 �l SITE EXAM Slope Surface water Check cellar. Shallow wells Estimated depth to groundwater feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Chec ed with local Board of Health-explain: cked with local excavators,installers-(attach documentation) ccessed USGS database-explain: You must describe how you established the high ground water elevation: -ZC-a -;?- (=16 y S 7-6 ,9 G ll ZHE Tp� Town of Barnstable BARNLY STAB . = Engineering Division MAM• i639. 367 Main Street, Hyannis MA 02601 QED Mp'1� Office : 508-862-4088 Robert A. Burgmann, P.E . Fax: 508-862-4711 Town Engineer . SUBJECT: Numbering of Buildings Map No. 3 a Parcel No. n' ; D ate:Fi y0ej1- —2004 Dear Property Owner, Notice is hereby given in accordance with the General Ordinances of the Town of Barnstable, Chapter III,Article V, Numbering of Buildings, adopted March 3,1931, revised July.21,1994, public convenience and necessity requires the assignment of number 33,�, for your property located onR o t_c w'- o =*- U►1 STREET4iAME VILLAGE This number should be affixed to your building so that it is visible from the street as outlined in Exhibit"E", Town of Barnstable Rules and Regulations for Numbering of Buildings. Please contact Mr.Frank Schlegel at the Engineering Division at(508) 862-4088 and be prepared to provide all telephone numbers at this location so that your E-911 account records can be confirmed when the correct building numberis posted. Robert A. Burgmann,P.E. Town Engineer end.'. T.O.B. Rules &Regs. Common Questions _ Site Map _ Assessors Change Form �l o 0 1,10 �'Z-�0000 O REBUILT F co Lvv a DECK � z AS a oN. 3'o rr A5 M IL_JI NEWPELL H CANTILEVER PELLA FREN CLAD FRENCH SLIDING 4 D G �' PELLACISL FRENCH SLIDING DECK DOOR1 SUOINO p., WINDOW DOOR 82 XO DOOR 820% POOR 191820%XO E BEAT 5 DOOR T2S2%O F H I I I I `OPEN TO LIVING ) F OAS F.P. q I I BcAelNeis ABOVE, ROOM I F E' (VERIFY SIIFJMFR A T3'-11' 9-2' WITH OWNERS) 4'-0°77AT -- — —————————————————, In MASTER ® E 9• 7_g © E " 4 a BEDROOM b cis"e`er`ES sW' I MULTI LVL BEAM __ pN. _ _ MULTI LVL SEAM IC CLOS. I D �LINEOFS.F. N SHELVES CRPPS SHELVES E I L E A5 ABOVE m `OPEN TO REGENCY A5 Yv INK D p`5 I�r 2V.er DOOR 3'-0' ABOVE N C121/C131 '31 1 4 Z PKT. (VERIFY VENTING W/MFR.) $I b 8'DIA COLUMNS W/ . Q0 CAB. p CAPS a BASESrVrr b D MASTER /° W.I.C. POST I I ooKr� ;I; L j BATH \ I I �'- m I ENTRY i I DINING KITCHEN F-- __ 1 Eue Goss er uP ROOM MRIOUT FYWKITCHEN )I I1 °oll D n a I I ---- - - --_- VEII- I bl I MUDHALL m " W -J B A A S.L S.L � i I� t"'I COVE Er 4 (PORCH b I II REF_ PDR. H D Z A -- -- I ROOM �' A5 N AS ® CLOS. b P'TRY U P.T.B x 8 POST Wr A A 1 x S/1 x tOCAUNO A5 Q/ i7.2 T-P 3'-5' 3'-1' 3'r 68 6'E`�_ 3'-it• T-T 3'-1P 2-a' 4'd �I B A LY W zr-lr ss e•u E--I E-,� LLf) O z 0, I--I FIRST FLOOR PLAN i . � �14 o :.I N I _I EXPANDED GARAGE FIRST FLOOR = 1748S.F. - SECOND FLOOR = 1912 S.F. GARAGE 540 S.F. WINDOW SCHEDULE Q NEW SMOKE DETECTOR Id -_-E%STING WALL TO BE REMOVED4D.00R F-1----TYP MANUFACTURER'S UNIT ROUGH OPENING REMARKS CARBON MONOXIDE DETECTOR -----A PELLA2957 2'-5 3/4"xN-9 1/4" DOUBLEHUNG B PELLA 2929 2'-5 3/4"x 2'-5 3/4" AWNINGLEGEND:C PELLA2953 2'-5 3/4"x4'-5 3/4" CASEMENT EXISTING WALLS Z (NEWW ON SLABDRS) E- D PELLA 3541 2'-11 3/4"x T-5 3/4" CASEMENT CONSTRUCTION TO BE REMOVED m .� E ro co E PELLA 2141 V-9 3/4"x 3'-5 3/4" CASEMENT F PELLA 2965 2'-5 3/4"x 5-5 3/4" CASEMENT NEW CONSTRUCTION u co 97 x TP CH.DOOR 97 x TP G PELLA CUSTOM 1'-0"x 5'-1 1 3/4" CUSTOM PICTURE NOTES: H PELLA CUSTOM 5'-0'x 5'-11 3/4" CUSTOM PICTURE SCALE J PELLA 2959 2'-5 3/4'x 4'-11 3/4" CASEMENT 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS APRON K PELLA 2953 T-5 3/4"x 4'-5 3/4" DOUBLEHUNG &DIMENSIONS IN THE FIELD _ L PELLA 2941 7-5 3/4"x T-5 3/4" DOUBLEHUNG 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MAI ERIALS, I. /4., M PELLA 30 2'-6 3/4"x 2'-6 314" 1 CIRCLE DETAILS,&FINISHES IN THE FIELD WITH OWNER $ "§'v a sa rs IN PELLA CUSTOM 4'-0"x T.1 314" PICTURE/CIRCLEHEAD COMBO 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT DATE P PELLA 2547 1'-11 3/4"x 4'-5 3/4" CASEMENT FIRST FLOOR TO BE 6'.10-ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSAC Q PELLA 3571(TEMPERED) V-10 3/4"x 5'.11 314" CASEMENT DOUBLE COMPOSITE i1USETTS zz.v 2/28/2 OO STATE BUILDING CODE R PELLA 3571(FIXED) I V-9 1/2"x&A 1 3/4" CASEMENT FOUR WIDE COMPOSITE THE DESIGNER SHALL OMISSIONS RE TIREDFOUND IF PIJY 5.) CONTRACTOR TO REMOVE EXISTING DOORS,WINDOWS, TER HESE DRAWINGS S RIM TO STAR. . DWG. N O. NOTE:VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WALLS,&ROOFING AS REQUIRED FOR NEW CONSTRUCT:UN. THESERUCTI .THE BUILDING To sraRTof WITH WINDOW MANUFACTURER WILLBE ESPONSIBLEFOLRTHECO�NTENr�OR g,) PROVIDE UTILITY INSTALLATIONS FROM STREET TO NE1A:'HOUSE INTHESEORAWINGSIFCONSTRUCTION AlGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES COMMENCES WITHOUT NOTIFYING THE L///-\'\\1 7.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS DESIGNER OF ANY ERRORS OR OMISSIONS THESE DRAWINGS ARE SOLELY FOR THE USE j- TO BE 3000 PSI OF SE RAW]NOWNER RED.ANYOTHERUSE N THESE DRAWINGS REQUIRES THE WRITTEN 6.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS IN THE FIELD W/ ' CONSENT OF THE DESIGNER UNDER THE CONTRACTOR,SUBCONTRACTORS,&OWNERS ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 53'sx 21'1Tx 18' Glrz 1s - ..zI��. 353 ca a-9' Ls].p "S r8 20'A' 1'-8' 3'4' X.R /'3 PELLA CLAD A B ` FRENCH HINGFA _ DOOR T�1 RAILING AT b O G F 4 AS Qw,Go Q FRENCH POOR �+ O N O W p In `� '�'N! ` e OLD I LIVINGROO CLOS.I BELOW L m C 11.3 6N,,g 3' 23'-it• g-r § U BEDROOM#1 uN. a JK N C m RAILING - . TAIRDOWN i b MULTI ~ FOR CEILINGLUNG 4 JOISTS F h 3'-0 L____j HALL© ROOF q b d ON. RAILING w C.O. DECK + y '46 SB S. •O -� O FLUE CHASEFOR 9 FRENCH PELLA CLAD C FOLDING I GAS F.P.BELOW DOOR H S XO DI © CABINET E E a b A -ENTRY --WALL THICKENED TO © AG 6-8 A5 < ITO T4' BATH BELOW LIATCHWALLAT FIRST FLOOR 7i' /'0 '3 4-0' --- 173 1'-S SMNR. T•2• F� 3'-B' 6'-1/". _- 14•-T <'-9' P b j BEDROOM#2 j OFFICE i I I LDS. M BATH DECK' a �\ y9 m d! AS ELLA CIAO RENCN SUpNG r-1P /'-2 I GOR T201 XO UNOER- COUNTER K K ROOF y' _ L - REF. BAR.SINK b !t r8°x 89 DECK ISLITE �rc II I I© r5 TB' L_1_ © AS WE.rw r, AS L L L L W B CENTERED© C ABOVE ON 1O AS GABLE i(Yw S'-B' B'-10' 6'-W 21-10' 7-17 G'-B' L I BUILT-IN I �. 2T3 V.S• 191T CABINETS I r m o E-•+ 47 SECOND' FLOOR PLAN Roots GASm . . w 4 g b (VAULTED CEILING) F.P. - Sae T A' 4-4 SQUARE WOOD FL O FLUE CHASE FOR L OAS FIREPLACE TO ABOVE RIDGE 11'-T CIRCLE WINDOW TO 30"SQUARE CUMU L HAVE KEYSTONE W/GLASS SIDES 8 " r CON?.RIOOE VENT TRIM LANTERN INSIDE - r , 72 - F F h OW z B �' A zz 1rs r-z 12 MAIBEC OR SOW. - L S F_ SCALLOPED W. 12 O 6HINGLEO —TYPICAL ASPHALT ® K N K Q W TOP OF PU1TE TOP OF PLATE NIGH WIND ROOF 12 SHINGLES 2D� rm WW.HERBEST ® ® ® M MAIBEC OR EQUIV. O W.C.SHINGLE SIDING T3 P-T 7.7 T3 S«TO WEATHER ILLUI CRYSTAL WHITE ti r') f•r'N N RAILINGS _ 2rs h DOOR TRIM N r, ('('� 1 x 8 FASCIA& PERGOLA W/ _ w QO SECOND FLOOR FRIEZE BOARDS BRACKETS SECOND FLOOR SUSFLOOR H 11 11 O�ZSUBFLOOR TOP_OF PLATE TOP OF PIATE CROWN MOULDING PEDIMENT NEAD � AZEK SCALE 0 'I II II I' CORNERBOAR q /A n - l.—On ILI�fl�Iul' CORNERBOAROS y Y DATE FIRST FLOOR SUBFI�� FIRST FLOOR 12/2 8/2 0 0 6 BUSFLOOR DWG.AZEK 8/1 x 8 WATERTABIE - N•O WI1 x 3 CAP P.T.Bx 8 POST WI CARRIAGE STILE O.H.DOORS WALPOLE WOODWORKERS 1.801.10 xIL1x10 CASING (VERIFY MFRJSnIE W/OWNERS) aEMI CAMEO LATTICE PANEL PLUG CAP B BASE ' � ENTEREEN W1NLx) 6 W FRONT E L EVAT I O N i ON GAMBREL A2 EXISTING GRADE VARIES TOP OF SLAB (VERIFY IN FIELD A W1 .SITE PLAM =- ------ - ,,, 111-�JJJ-•Ni- - ' �_ l ■_____- 1111'1 I I H ON WIND ROOF Al Moll own —_____N■ _ i �____N� _ NN■ �mmmmm ____Or -- in —PLUS CAP&BASE am I ONTHISVIEW BEYOND—, ................... - ■■■ mil ___ ■■■I■__�_ _ NN. N� �� l�Jl in i usissimmissim •_____ :: is::�_____so 11110111111 _ _ � I'rI ■__a_ Ifr �� NNE � ■ — I �� I_o__— I �� ��� NNE � ■ -- - COMIC _ off _ I • _�llllllllliullj Mulullill ■■ ET P.T.6�6POSTSWI • -- -- -- I mom ZM NO cam; SO MIC mmu on IMME MM MM Issms - �11111111111 = •�IIIIIIIIIIIIIIIIh ...... - ow ■_ammmm- ___ ___ .... - - sm MEMMI _. c: mmmm� _._. ammmmm mu SCA MCI l=wMM all l US ZZ 10202 Sim FFM nil win F11[1]11-11]] _. —__■ N■ W-M L]I ====_: C, :- _ ,� IL � I I am:me �---�II =I� 11111-11111_I�=_ � =I=111111 II1111;, IIIII�I;�;�11-��������,��I������■■���■■■ ,IIIII) 1�111 �_■��������I - .:•- � � �II11._,= _ _ ■ ..� N� lot ul ON _ _ ■_____s �_ ,. z 2rZ 26d - ' �N B- B'-r , ` NEW PT 6 x S POSTS ON `l'� �.O V' 12 OIA.CONC.60NOTUBES C] ¢•-! • 8 TO 4V BELOW GRADE W A5 NEW 3.P.T.2x 12c m �"T'�N� ou��j ! NEW P.T.2x tOt 1B'o.c. ' P- Lf)X n t OvM'r�-13x.fi A Illill M Ilill I IJ NEW 2-P.T.2x 12c 4'-11' '4r 4'4T 6'-9'I P.T.2xf0 LEDGER BOARD LAG BOLTED TO EW P.T. fDs 14 o.c. (x` I0....W�OI6T6WaVERSAT BOTHENLDS b NEW PELLA A5 WINDOWS ryERIFY 61ZE IN FIELD; NEW im x 7O'O.H.DOOR NEW PELLA FILL EXIST.FIREPLACE NEW PELLA ST R M D. S'0•x 66 8 REMOVE HEARTH 6P x 6B" ; B T L GLIDING DOOR GLIDING DOOR { R f E4o � m 1 b 4 REMODELED GAMEROOM WOODFRAMED 6d 40 WALLS TO REMAIN fu EXISTING (VERIFY IN FIELD) STORAGE REMODELED +'d T-fa UTILII 1 EXIST. NEW312 CIA NEW 2.2x ias STEEL LALLY COLUMNS 4'4Y 6d 4 EXIST.S110 WOODBEAM _ _ _ _ I NEW 2x iac®I6"P.c. E E TO REMAIN Y COL4MN5 — TO FILL STAIRWAY A NEW IM CIA CONC. SONOTUBES TO g _— k 4'a'BELOW GRADE NEW 3ax3Px12' A CONCRETE FOOTINGS A 12 EXISTING 4 NEWP.r.zxex 8� � FULL N �,B•u.e. P BASEMENT x EXIST.FOUND.WAL136 "0 EXIST. ~ FOOTINGS TOREMAIN © © SAWCUT3'POPEMNG �+t- IN EXIST.FOUNDATION FOR STORAGE UP UP ACCESS INTO NEW j^ NEW P.T.2 x lac®1B o.c BASEMENT _ W EXIST EXI3T. NETN/2x1ac 16"o.c. 5 � E- C. A €1 4 I I I`suBOWf 2°CONC.6LAB NEWCRAWLSPACE- -NOTE: W NTVESEPTIC LINE AWAVFRON tIY&TOAUGN --- -- - -- --W/NEWBATHS/KITC!@N --- EWr,CONCNEWIPCON5OUND.WALLS FOUND.WALLS61WNEW 10•x 20 C. &P.T.2x 1ac OOTINGS CONC.FOOTINGS • I � N (O� a I EXPANDED I� Z GARAGE E—4 0 ~ C:d a W31:SOUND.REMAIN DRILLS PIN NEW FOUNDATION Q FOOTINGS TO REMAN TO WALL FOUNDATION/BASEMENT PLAN A {y§ TOP 6 BOTTOM IIr�}�-y7711 1 EXISTING WALL TO BE REMOVED E I I 11 I I F�-I fI I FOUND.CONC. WALLS (W CONC SLABro O.H. I I F 0 r C. . 4 F PITCH r G. DOORS) AS � W �ro Aco y I I DROP TOP OF FOUND. I I NEWIM.27' coI I I AT O.H.DOOR I �CONC.FOOTN0.4 • � o - --------------------- - SCALE CONC.APRON X 1/4„ DATE no 2/28/2006 DWG. NO. _ A4 . F SIMPSON LSTASTRAP 'Z CONT.RIDGE VENT AT EACH RAFTER APPLY CAULK OR TAPE AT ALL SHEATHING V 'NEW ROOF CONST• SEAMS AND THE TYVEK (n O� N NEW ROOF CONST. VAPOR BARRIER - �' -1k`COX PLYWOOD ROOF SHEATHING Gi I -ASPHALT ROOF SHINGLES(HIGH NAND) 12 -- APPLY CAULK OR r WQ,m -IS B.FELT PAPER -- -- 6 r ---- --- ADHESIVE WHERE ' ¢ �. Ln •@ HIR BATT INSULATION -- - _ INDICATED (/j(y]N ) ®SLOPED CEILINGS(R40) 6 12 . -@ BATT INSULATION 0 FLAT 5_1 0 CEILINGS(RrTO).2 x U RIDGE BOARD / U) x •AT ALL N H 2.5 HURRiCANECl1P6 / e.a IC ALL RAFTER ENDS x Br TOP OF PATE TOP OF PLATE 12-_, U -3v WATER SNIEID AT BOTTOM _ 30'OFROOF -PROP•A VENT BETWEEN RAFTERS EWy?GYP.BOND \ \ 12 / . / ON1 38TRAMNO \ \ /ryfl// p SOFFITVEN<S /// I20 _ NEW , FORBANDJOIST -- NEW 2x46TU06®1@oP. \`\ I E� N WALL Jfo STUD NEW WALL CONST. // W/1/7 GYP.BD. \ \ �w ,// — DETAIL AT FIRST FLOOR /// BEDROOM#1 BEDROOM CONST. N 2x6 STUDS®/@e.c. / SCALE:112"=1'-V -1?OYP.BD. EW ya•i3G \ HALL NEW RAIlJNG6 W.G.SHINGLE DING / PLYWOOD AILED OR: HIGH WIND ASPHALT -TYVEK HOUSE WRAP / GLUED 3NNLED \ SECOND FLOOR SECOND FLOOR -V!PLYWOOD SHEATHING 6UBFLOOA SIIBFLOOR ROOF SHINGLES -@ BATT INSULATION(R•,S) 11 7/r ENGINEERED FLOOR JOIS7S®1@o.0. 1171W ENGINEERED FLOOR JOISTS @l6b.c. TOP OF PLATE TOPOFPLATE 11 TIT ENGINEERED FLOOR JOISTS®16'.c. MULTI LVL BEAM ,2'COX PLYWOOD SMFATMING -JAMSILL BILL PAN UNDER DOORS 2,10 RAFTERS' 16/FELT PAPER INSULATED HEADERS MULTI LVL BEAM(FLUSH) NEW i?GYP.BOARD MULTI LVL 2x Bb JS 1@ os. 2 x 8 SLOCIaNG TO SIMPSON H 2.5 HURRICANE CLIPS ®N�zSTRAPPING BEAMSA.- PREVENT WASHING WIND 37 WIDE ICE/NATER SHIELD SIMPSONCS,6 MASTER MASTER FOR BAND JOIST ALUMINUM GRIP EDGE To STUD PPNGWl 1 X B FASCIA BOARD BEDROOM BATH v v LIVING ENTRY -- ;12-GYPSUMIBOARD :o m ff SIMP60N LSTA tB 1 x 4 SOFFIT BOARD 1 x CONT.VINYL SOFFIT VENT FOR BAND JOIST 1 x 3 SOFFIT BOARD WEATMERBEST CRYSTAL TO STUD __ TYP.2.6WALLS t 31C CROWN WNITE RARING FIRST FLOOR FIRST FLOOR NEW r CO NC.STABw x 6OR 1 x B FRIEZE BOARD SUBFLOOR 4 1 uSUBFLOOR MASONRY FINISH 2.P.T.2.Ire W/ ---EXI5T.2%10s 1@o.a EXIST.2 x 10.®1@o.c. 3.P.T.2x 12e Wl EYST.2.104®,@o.c. EXIST.2x 10Y®1@o.c. x 12 FASCIA 1 x 12 FASCIA P.T 2x 10,@ IT e.c. FJUST.6x,GOIRT NEW P BATT.INSULATION,Rtia) EXIST.6,IOGIRT DETAIL AT WALL SIMPSON BC 6 POST CAP EXIST.FOUND. NEW P.T.15 x 6 POSTS EXIST.FOUND. k SCALE:1/2"=1'-0" EXIST. WALLS MAIN W/LEDG xBGBINO EXIST. WALLS TO . P.T.2 x10CKING BOARD TO LAG SOLID BLOCKING LEDGERLGK BOLTS BASEMENT BASEMENT 1@ o.c.W/JOISTS HANGERS AT BOTH ENDS NEW W CONC. FOUND.WALLS WIT z,@ FOOTINGS L----J --�-� APPLY CAULK OR 61MPSON ABU ES POST BASE A BUILDING SECTION @ MASTER BEDROOM/BATH 4 INDICATED ADHESIVE RE ^ A5 NEW 17D0.60NOTUBE6 TO �13UILDING SECTION @LIVING/ENTRY 2RIOID INSULATION APPLY CAULKOA r, 6• 4.0'BELOW GRADE A BETWEEN 2.HEADER ADHESIVE WHERE F'il INDICTED JI�I 1x2PURLINS@2Be. )4 1 DETAIL AT SECOND FLOOR 14 -J m R SCALE:1/2"=1'-0"b W Y MATERILA'WHITE OAK 2�0 175'R 226'R 31 E- T1 '1'v�rl 7 b 4 2 x S RAFTER PERGOLA BRACKET DETAIL FASTENWISIMPSON 2x3BLOCgNO H 25 NURRICANE CLIPS A2EK116 O 2-P.T.2 z 8N NEW ROOF CONST. SCALE:1/2"=T-0" ay, 44 � Q BRACKET DETAIL RAFTER/BEAM DETAIL NEwRooFcoNST. o -- NEW ROOF DECK x x SCALE:1/2"=1'-9 1.3WPLYWOOD SCALE:1 1/2" 1'-D" -- -- 2xeb®,@e.P. z w 12 \ 2.RUBBER MEMBRANE ROOFING 6 = 3.2x 4 SLEEPERS @ IS'— � - O / \ 4.1 x 4 MAHOGANY OR CEDAR DEC gN° r, 6.COPPER DRAINAGE SCUPPERS W z aoaff/2x8§ 1@o.c. 2xS 1@o.c. \ TOP OF PLATE BOTTOM OF ' CEILINGJOISTS / / \ \ BOTTOM OF �„( ("�� MULTI LVL BEAM(FLIIBH) \\ MULnLVLOSTS \\\\ �.{ Q \\ BEAM NEW i/// \�\ N FAMILY ----- N g NEW ROOF DECK N \ // \\ ROOM - -- LOFT / \ W ///� m FAMILY \\\� CONST.— /, \\ ROOM LOFT HALL \\ 11 RAILING WICAP \ SECOND FLOOR v —_.._ SUBPLIeFOOR , SUBPLOOH OOR b W SUBFLOOR S�6RPLN�Fk00R N O 117I@ ENGINEERED FLOOR MISTS®1@o.0. 11 TIT ENGINEERED FLOOR JOISTS®1@o.0. TIP TE TOP OF PLATE 11 ENGINEERED FLOOR JOISTS®1@oa. `J•H I"T� TOP OF PLATE TOP OF PLATE TOP OF PLATE Fy.+ MULTI LVL MULTI WL BEAM FLUSH) SEAM STEEL BEAM - NEW ON x3STDEGYP.BD. NEW r, � CD WALL ix,D.®,@a4. NEW ae IN 14PAME Nod,@ WALL I--�--I co r CONST. N WALL CONST. LIVING KITCHEN s CONST.? * EXPANDED U co MUDHALL °° KITCHEN m GARAGE T.2x8.®, SCALE FIRST FLOOR FIRST FLOOR FIRST FLOOR BUBFLOOR OR SUBFLOOR ,"CONC.SLAB 1@ o.o. SLOPE r TOWARDS ,1 _ EXIST. 10x®i@o.a 2x 1tle 1@e.0. PT.2xF®1@oa NEW 2x 10s®18'o,0 TOP OF FOUND. 1/An — �'_O -----Exrsr.2,rror® .. EXIST.6z10 GIRT .2 x 6 SIL®WI SEALER —2.P.T.2 x 10h DOOR) FNBRACI(ETIt?DIAANCHORDATE NFN iP CONC. Q E DETAIL) BOLTS®48'e.w 4 EXIST.FOUND. FOUND.WALLS 4 s: - it A EXIST. REMAIN° d I EXIST. 12/28/2006 BASEMENT EW` BASEMENT ;tN- ONC.STAB TYP.,Cr DIA 60NOTUBES DWG. N O. TG 4T1•.BEIAWGRADE F SECTION @ EXPANDED GARAGE ` c BUILDING SECTION LIVING/KITCHEN D BUILDING SECTION @ ROOF DECK a SECTION @ KITCHEN A 5 �� A A5 - A Z pl QN N 578 � w�vm z7•a• zea E-L]Q"o LLo B `J fx cr ICA 4 A 5 1/4^a5 1/B ENGINEERED TWO STORY COLUMNS 4 NULn LVL HEADER I, I. J 4 Zd'11' 9•-2 MULTI LVL% 11718 ENGINEERED FLOOR JOISTS 7C oc. MULTI L BEAM MULTI LVL8EA9 L BEARING - 77 E E ' COLUMNS A5 BEARINO W WALLS FRAME FOR GAS F.P. ^/ FLUE.VERIFY IN FIELD - p.g BPER CODE RED. O I O I L_L_ A5 F —_ l I i $ f-_ - -- ✓y. Z 4 I O 4 IT MULTI LVL BEAM Or MU_n LVL BEAM 4'DIA.STRUCTURAL 2><BY®16'e.c. STEEL COLUNNAT _ N EACH END OF STEEL r, B BEAM A A9 - O E- L Fd�-1 2ro e-T 17-0' y C:6 rtOl a z SECOND FLOOR FRAMING PLAN _ w g � x NOTE: 1.VERIFY ALL FRAMING DETAILS W/ENGINEERED JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION - 2.USE SIMPSON JOIST HANGERS ON ALL JOISTS J.FOLLOW ENGINEERED JOIST MANUFACTURERS f - FASTENING REQUIREMENTSco .. f F F SCALE A A5 --.---_. ----_---_ADER DATE -- -—-—MULTI LVL HE —-—- - 12/28/2006 DWG. N0. 72 0' - A 6 z N N CEO `1Lo EF- S L�_l 00 C) O cl) U c�n.LL. L—J r4r DORMER) rs OR A B C AS AS N MULTI L HEADER I � I� I� I PURUN li ' - -- MULTI LVL FLUSH !/ . FOR CEILING JOISTS I 1r6 POST UP � L _ TO RI- i 4 2x 12 RIDGE OARD I - --- - -2v 12 RIDGE BOARD I --- E E AS 1.4 PUPN I .I.. - .._ -...-. / I 6' 847 OIIRO nn ~� 4 6P10 RIDGM 1 BEAM YO RIDGE /Y �1 ffi PU0.UN MULTI LVL BEAM — w Y 1 g �� .I R E � ry IF + I b ^' W\ 45 A � I L 1--t—I.... -.4 1 F I ` — td•-r 1a•.r O 2 x S RAFTERS TO BE BUILT OVER /v B MAIN DORMER ROOF®1fi a.c. 2'-r 2'47 14.1 2'8 IG BRELROOF) BUILD OVER OABIE A5 O W Z 1+i I,—.I I On'a 61.61 19'4T ~� (SHED DORMER) � /1 �Fs ROOF FRAMING PLAN 10 z NOTES: 4 v ~y 1.) ALL ROOF RAFTERS TO BE 2 x 10'B I w O UNLESS OTHERWISE NOTED F+-I IH-7L-il 2.) USE SIMPSON H 2.5 HURRICANE CUPS A AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERSco u co A5 F SCALE DATE ,RUN PURUN 12/28/2006 D WG. N 0. 22'-0 A '