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HomeMy WebLinkAbout0819 SOUTH MAIN STREET - Health 819.South'Main Street, Centerville N � ,S _ � J-s r 1 d i O r or s Vs IIIIp/�'� QECYCIpp IIII UPC 12543 a o- No. ;PoST.CON`'J�� HASTINGS, MN I T� TOWN OF BARNSTABLE i LOCATION 6 ( (t S 0) 11�',CQ YJ S1 SEWAGE# VILLAGE CC= ),C 4 V Y,h- ASSESSOR'S MAP&PARCEL r `; ,A 1, INSTALLER'S NAME&PHONE NO. �')iE11fi,'a ��' (� < e5'�°4�' ; = " SEPTIC TANK CAPACITY Soo r: LEACHING FACILITY.(type) ����� .�-�:.j%IC'j!`� (size) t�,f'/! ��,�� e r-_& NO.OF BEDROOMS ( _ OWNER Cf6,A PlT i 3 Pnz c a 1-'A kV Sr( 11 PERMIT DATE: '�i .� COMPLIANCE DATE: Separation Distance Between the: JV Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility)p� Feet FURNISHED BY �t�(1I`�' ? r_✓ �v 4 O .r� 14��i1•� >.siFg j d�S No. Fee Q(✓ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2ppYication for Misposal 6pstrm Construction jermit Application for a Permit to Construct( ) Repair( ) Upgrade(Vr Abandon( ) [:9�omplete System ❑Individual Components hi Location Address or Lot No. vkti S`' �" "^h� 5-T. Owner's Name A drflss an Tel N . C et.�vv,11t, rn�R !Jvn:o+�ta 'fir Sei Assessor's Map/Parcel ley - 8IS -17 NC;-J'0:a S!. 'ij" t�� ��`����d�A OZ-C16 Installer's Namd s, d .N Designer's Name,Address,and Tel.No. � Jan E eY'r'J �C- t',•,,�i�w Type of Building: Dwelling No.of Bedrooms _Z Lot Size 1 VS(Q 4 tkC-7 sq t. Garbage Grinder(M0) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) j3 gpd Design flow provided 34t gpd Plan Date Im !A.tuo Number of sheets Revision Date Title `7•� '44.� ��QbSe�� t. 2lk:rz.� _ 1 Size of Septic Tank 1$00( 7 ?ArvwVA` Type of S.A.S. Z'Seb (0 C M ►r. li-t� n Zj Description of Soil t26 Z O'ZZ�1 r14_ 2Z-46r 3 Cr'►YF Lol�r�y (4p4+'0. s��� 40-V LANE& m®_loh4.T_ s"D mf.,!sjt, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title.5 of the Environmental Code and not to ce the systemin operation until a Certificate of Compliance has been issued by this Board of Health. 6 LJ��LJ Date 9 Application Approved by Date I L Application Disapproved by Date for the following reasons Permit No. �.01 00;— Date Issued r .:..w.. r a_ - a?� No. 2 r �' a^ Fee u(/ Entered in computer: THE COMMONWEALTH OF MA'S"S�4CHUSETTS Yes i PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS w application for Construction permit Application for a Permit to Construct( ) Repair( )';Upgrade(•k'.Abandon( ) 'E:;�plete System ❑Individual Components Location Address or Lot No. �� 5° "'� � s�' Owner's Name A dress,and Tel No. Ctr��VvAt, rn�Pr 1,1o+��nea. 1r Serv�\e5 LAC. Assessor's Map/Parcel 1%5 - 015, -17 NeWbJ S\- 'I"F:took S.40^YAA OZZI(o Installer's Nam , d s, d /J]pJ� ,//)—� Desi ner's Name,Address,and Tel.No. 11AAbAOZ;�OSs Type of Building: QKrkX_ +TAP/' ; Dwelling. No.of Bedrooms Z.. Lot Size {o5(o 6a qF� sew Garbage.Grinder(AA)) Other Type of Building No.of Persons Showers( ) Cafeteria( ) v a 1 �- �-� Other Fixtures =. • � rh Design Flow(min.required)—33 6 gpd Design flow provided 3y$�',, gpd } ' Plan Date UCtto4p4r \�-Lm3 Number of sheets Revision Date Title `� r4r\ 11 ca QoSeo� Sec �C l)P4� f` Size of Septic Tank {$00 6 c\- 2 Cow\d��A— Type of S.A.S. 2,-S06 4,\ �twmbvs r 1?-lti r.ZS 1 " Description of Soil Wt t- �t{�Z(n Z 0'ZZ" Fl- ZZ-�(o" (.r�YE2 Lp CoAQSt S+t►. •_{D`4�.�I +"� � Nature of Repairs or Alterations(Answer when applicable) � A/ t i° 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 ce the system in operation until a Certificate of Compliance has been issued by this Board of Health. ) f g Date.. !c�! LJf� L-) { Application Approved by jl Date 1 v Application Disapproved by Date for the following reasons Permit No. 2-0) DU;- Date Issued / ray THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS f Certificate of Compliance THIS IS TO CXRTIFY,that the 00 it Sewage Disposal system Constructed( ) Repaired( ) Upgraded(� Abandoned( )by `` v�� �l at A `e has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No..2O -011' dated I Installer ��.Y" Designer j ,) I I tra.h #bedrooms Approved design flow gpd The is ua ce o Miss permit sha t be const ued a a uarantee that the system 1 J as ddst ne Date ��j ' Inspector / Y No. o —�"G Fee A o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ]Disposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(/'- Abandon( ) System located at ell Sd V� -C-•C� , ("AW and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constructiop m st be completed within three years of the date of this permit. Date Approved by olr��,. - Q v THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA t a4RP� �tr ) , k1'a1PAY BRIZti FF, t _3 g ,� Y � 1 jJ• z - g' x ry� z . �.si E but z •s; Town of Barnstable ' �RegulatoryServi es • aasrrer�, MASS Thomas F. Geiler,Director Public Health Division 'Thomas McKean,Director 200 Main Street,Hyannis,.MA 02601 Office: 508-862.4644 Rw 508-790-6304 Installer&Designer Certification,,Form Date: 1�1 29 14 Sewage Permit# GOB. Assessor's MapWarcel ON- Designer: �Ju�� u r ,v G. 1•,V C Installer: I06�;f�2, Z4 de C41N Wie5_05-Ci:t P_03 0 Address: i�.lLKE2 V-o,d.D Cb�\t+utAddress l a�,e c �+, l"& e�24�4 j On p`l(7,)e co > was issued a permit to install a (date) (installer) septic system at 19 soup >�A,I lu ST C r2`l� s d on a design drawn by (address) G�c L�v 6 . I G, dated - g-c -2,5 r `2_Q�3. (designer) _ 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. �ti�r�us�-e.u�c� t-�-+��rir����.�.tin�-�•c.ct;�r�•—���� sac= «vs�6c.�20 '�S I certify that the septic system referenced above was installed with major changes (i.e.greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Re lations. Plan revision or certified as-built by designer to follow. (installer's Signature) CML (Designer'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. ' Q:Health/Septic/Desiper Certification Form 3-36704.doc E i f I I 4 t �- y� sS q t - s y a /� �{ s `7 �{ m f P 4z Y fi s z i s t sy r W z: ry t- c c FREYA SUARBIAN DESIGN ASSOCIATES � A TOWN OF BARNSTABLE L'OCA': rN rc q 101 SOA MAJ i SEWAGE # .,� A. VILLAGE CeXrtfV.JLL ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. �-OT a 1 + a� SEPTIC TANK CAPACITY 3 W0 T6A 6AA.CL LEACHING FACILITY: (type) C7�' �oX (�.'Tl (size) /ewe w�.CTv NO.OF.BEDROOMS , BUILDER OR OWNER. r PERMITDATE: COMPLIANCE DATE:,tc�,Qac� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leac ' g facility) J Feet Furnished by Qi S/ c r 0% 77 r0 G t FronT ,rf A 13 i a z 8 M,�,Lelc 13 SO PJ�P �,«�►�� y a T"] I.YY O S 3 owc� y qa Sa s ri r S9 TOWN OF BARNSTABLE LOCATION FD R- SO, �G,•4^ SEWAGE # r900q .VILLAGE ��,� 2ry�(�c {�, ASSESSOR'S MAP & LOT /BS�oiS INSTALLER'S NAME&PHONE NO. ., . r_1 ccIc �V, S l c-r SEPTIC TANK CAPACITY GGO G � r�'J c7rO o� OOOC,s. S ?•� LEACHING FACILITY: (type) lPl9cy l (size) &Ooo 6ol c4crf NO.OF BEDROOMS BUILDER OR QWNER PERMIT DATE:)' o 3'U COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any-wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by z �3rr A B-11 3-3= 41 O qLj Yi-5' 45 ' b-S= S" Z Q Town of Barnstable P#` y zl a e a Department of Regulatory Services • DAM LM Public Health Division Date I MAM 200 Main Street,Hyannis MA 02601 • jFr)AAId� Date Scheduled_ °� 7�� Time 16/3 n Fee Pd. 4!D 0 . O 0 Soil Suitability Assessment for Sewage Disposal Performed By:aZ Lai f ya l( ' r ''\\ Witnessed By: UO)7hit, AJ'0rtlf i LOCATION& GENERAL INFORMATION Location Address Owner's Name l jot-,r<1 •q-0"h /toi+r.Free r/'i✓.s E rct "Cr5 C(�c GE'ot-fe Address ii./1/ew��/y' �� �1 '� t/ov Assessor'sMap/P��.Ofs Engineer's Name Sw,/4,4,C("p NEW CONSTRUCTION REPAIR Telephone# �70,9—128-33 1/ Land Use AP--Amk,?A Slopes(96) �r7��6�t3 Surface Stones-AVXk— r' Distances from: Open Water Body Z@ ft Possible Wet Area202 ft Drinking Water Welle ` ft Drainage Way. ft Property Line 2.� ft Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) #:Z 5 TeSF MKS r .k N Parent material(geologic) Depth to Bedrock S� Depth to Groundwater. Standing Water in Hole: Weeping from Pit Fnce N r} Estimated Seasonal High Groundwater DETERNIINAXION FOR SEASONAL HIGH WATER TABLE Method Used: MN �j£E Depth Observed standing in obs.hole: __._in. Depth to soil mottles: in. ; Depth to weeping from side of obs.hole: in. Groundwater Adjustment fr. Index Well# Reading Date: Index Well level e,.v, Adj,factor Adj.droundwater Level s PERCOLATION TEST bate. Thee Observation Hole# Time at 9" �_..` Depth of Pero ~ Time at 6 Start Pic-soak Time @ Titne(9"•6") 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 DEEP:OBSERVAT'ION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other. Surface(in.) (USDA) (Munsell) Mottling .(Structure;Stones;Boulders. onsiltenct%Oravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. oosisten %Gravel) 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, e O-Zz" s � �dad! PAW- '-ofl l 5 �P Zsa. DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil.Texture Soil Color 5011 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ons' ten _ I Flood Insurance Rate Map: Above 500 year flood boundary No Yes .. P4,1C NIZAu6 Within 500 year boundary No Yes Sea �1�P� 7 oi- Lax- Within 100 year flood boundary No.. Yes icu Vf,At� 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? �5 _— If not,what is the depth of naturally occurring pervious material? ,.._ Certification certify that on l f) (date)I have passed the soil evaluator examination approved by the I Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,a ertise and exp i-erience described in 310 CNR 15.017. Signature Date L 3 SE-Zit i\ Q:4SEPT[OPERCFORM.DOC Page 1 of 1 Miorandi, Donna From: Chuck Rowland [chuck@sullivanengin.com] Sent: Tuesday, October 29, 2013 5:14 PM To: Miorandi, Donna Subject: 819 South Main St. Condon Donna, I am working on a septic for the property at 819 South Main Street in Centerville MA.The Health Department has agreed that there was an existing 2 bedrooms between the garage apartment and the tower. There was a perc test done for the main house in march of 1986 by Tom McKean, could that suffice for a septic permit or does there need to be a perc test scheduled? Thanks, Chuck Rowland, EIT Sullivan Engineering Inc. 7 Parker Road/P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) 10/30/2013 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:j� PUBLIC HEALTH DIVISION —TOWN OF BARNSTABLE, MASSACHUSETTS es 01ppricatiou for 30igool *p5tem Con!aruction Permit Application for a Permit to Construct( )Repair(A, )"Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. g t So.E`l A.ti ST O�er's Name,Address and Tel.No. Assessor's Map/Parcel ((al t C -SOX, �b o J Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. _ if- Os io—•l(c�h�, Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) it C,0/RCc rre/�n� ./7lrJ�bv%/v4 bd k 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 iissued by this Bo d of e 1 . Si ed Date -!g Y Application Approved b Date yr .L3 Application Disapproved for the following reasons Permit No. a�0`'�' ��? Date Issued . No. T -';�T r Fee , F THE COMMONWEALTH OF MASSACHUSETTS`, Entered in computer Yes 47 :: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS r' 01ppYication for 0i.5possat *potem ConZtruction Permit Application for a Permit`Construct( . )Repair(kTUpgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 8 i Ct A l Cc-±(. Owner's Name,Address and Tel.No. Assessor's Map/Parcel ''Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. IT QS Icr—.lac ��'1as-5, Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil --Nature of Repairs or Alterations(Answer when applicable) Cr rx'1/r,1" 9i.f el b4 k J 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 issued by this Board of H9e/al Sig ed Date >- Application Approved bky Date_-5/ JCl c Application Disapproved for the following reasons a Permit No. 7 Date Issued J 3 0 ----------------.--------- ----- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS > Certificate of Compliance •THIS)IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( Upgraded( ) r Abandoned( )by `V n at lBkO, So, (A: �- C'e� tL e��:11 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.Ze Y �,Q 7 dated _ Irstallei it"iC.(- �'10.CO.1 Designer The issuance ofstius-eri.m. shall not be construed as a guarantee that the system w ngtion as designed. Date 21�; 444 Inspector No. G�L/ Fee '7 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Ziopooal *p.5tem Con5truction Permit Permission is hereby granted to Construct( )Repair( `')Upgrade Q Abandon System located at c4 f c( Sty �'1�i�ti S?- ('�.,%c�c Ile 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:ConstrVctiolymust be completed within three years of the d to of this pe Date: T Approved by I TOWN OF BARNSTABLE LOCATION SO hL:p SEWAGE # 00 - oZo • VILLAGE C � ��(�� ASSESSOR'S MAP & LOT � �O/S INSTALLER'S NAME&PHONE NO. . H a-cC—A�, 5 L a B ` 5 3 SEPTIC TANK CAPACITY 060 6"A( (ca,c7,e ,oda6g s Li LEACHING FACMrN: (type) (size) /f o0o G9l cwtl I _ NO.OF BEDROOMS BUILDER OR gYa[ER Ve,n�e(z PERMTTDATE: 3 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 7 r �_t' 2 SOr ga a is-6- �? A a 0 3 as Q sa e �- B-5= 57 J�� n�s � � d Jun-16-10 04:20pm From-Crowell/Crowe:ll +5083750019 T-220 P-02 F-165 COMMONWEALTH OF MASSACHUSE77S EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEI'ARTMF-NT OF ENVIRONMENTAL PROTECTION TITLE 5 OMCIA.L INSFACTZON FORM-NOT FOR VOLUNTARY ASSESSMENTS SM.,iJ 'ACE SEWAGE DISPOSAL SYSTEM FORM PART A- CERTMCA.TION Property Address_ 819 S.'Xdh &�n Sheet Cenle'-yllle.Mii�2b32 Owner's Name: Clairie Fraser&Ca•atg Ye llor Owner's Address: Date of Inspection: Mrrv-k 2010 Name of Inspector:(Please Print);Jgmes,1f Ford Company Name: 7rrme'I M.Pwrl Mailing Address: P Q.A=49 Oster0-Mgt 02655 0049. Telephone Number: M8jW62-9400 CERTIFICATION STAT1aM>G .' I ccxtify that I have personally insp"cd the sewage disposal system at this address and that the iafwmation reported a below is tnie,accurate and complete•as of the time of the inspection. The inspection was performed based on my training and experience in the propel function atadmaintenance of on site sewage disposal systems. I am a DEI' approved System inspector pursuant to Secd"on 15340 of Tittle 5(3I0 CMR 15400).The system: ✓ Passes Conditionally Passes (tleeds Further Evaluation by the Local Approving Authority - ails Ins ector's Si Lure: ku"J' Date: Afgp 18,.2010 P � The system inspector shall sub it a;copy of this inspection report io the Approving Authority(Board of Health or DEP)within 30 days of completing=this inspection. If the system is a shared system or has a design flow of I0,000 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 tc:the system owner and copies seat to the buyer,if applicable,and,the approving authority. Notes and Comments #w**This report only describes conditions at the time of inspection and under the conditions of use at that tune. This inspection does not ad-Iress holy the system will perform in the future under the same or different conditions of use. Title S Inspeedon Form 6115/200G page I I i Jun-16-10 04:21pm From-Crowell/Crowell +5063750019 T-220 P.03/12 F-165 Page 2 of 1 t OFFICIA1,INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURF.A CS SEWAGE DISPOSAL SYSTEM INSFECTION FORM PART A CERTIFICATION (continued) Property Address: 879 Siwth Mant Street Ce7veivilla MA Owner: 7C gjrrq,Fraser&Cram Vemor Date of Inspection: May 14.2070 inspection Summary: Cbeck A.-AC,D or B/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any infon:nation 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 arc indicam below. Comments: B, System Conditionally Passesi. 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 C'� ,ND)in,the for the follo wing statements. If"not determined",please explain- The septic tank is meta[an]over 20 years old°'or ttte septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltr Lion or exhIttation or tank failure is imminent. System will pass inspection if the existing tank is replaced with a com-�Iyit:s septic tank as approved by the Board of Real& *A metal septic tank will pass inspe-mon if it is structuually sound,not leaking and if a Certificate of Compliance indicating that the tank is less than A years old is available. ND explain: Observation of sewage back-up or break-out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broke:a,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): 3roken pipes)are replaced )bstruction is removed 3istribution box is leveled or replaced ND explain: The system required pump rig more than 4 times a year due to broken or obstructed pipe(s). The system Iviil pass inspection if.(with approval of the Board of Health): -)roken pipe(s)are replaced 3bstruction is removed ND explain: 2 Jun-16-10 04:21Pm From-Crowell/Crowr.11 +5083760019 T-220 P.04/12 F-165 Page 3 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYST&M INSPECTION FORM PART A CERTIFICATION (continued) Property Address! 819,Sjuth Main-%eet Cemf rville,MA Owner: Claim`,F__Qw-R Crag yen nr Bate of Inspection: Mnv 4.2010 C. Further Evaluation is Requiired by the Board of Health: Conditions exist which require further evaluation by the Board of health in order to determine if the system is fairing ro protect public health,satfety or the environment. 1. System will pass unless r-oard of Health determines id accordance with 310 CMR 15.303(1)(b)that the system is not functioninj 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 J 2. System will fen unless th 3 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 aseptic tank and soil absorption system(SAS)and the SAS is wititin 100 feet of a .surface water supply or rnimtaty 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 aseptic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a 2eptic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply wel1*4. Method used to determine distance T 'r-Mis system passes if th(y well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organ_c 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 Ions than 5 ppm,provWcd that no other Failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 e - Jun-16-10 04:21pm From-Crowell/Crowell +5083750019 T-220 P.05/12 F-165 11-cge'l of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMEIV-TS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (conttnued) Property Address. 919 5i)uth Main Street Cettfe vine KA Owner: Clalre:h}•acrr d&a& yen for Date of Inspection: "I v 14.2010 A System Failure Criteria aipplleabie to all systems: You mast indicate either"yes"or".uo"to each of the following for�inspections: Yes No ✓ Backup of sewagp into facility or systern component due to overloaded or clo=ed SAS or cesspool ✓ Discharge or ponding of eftluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level-in the distribution box above ourle invw t due to an overloaded or clogged SAS or cesspool. ✓ Liquid depth in cesspool is less than G"below invert or available volume is less than 1/2 day flow �. ✓ Peclairecipumping more than 4 times in the last year NOT due to clogged or obstructed pipc(s). Ntunber of times pumped ✓ Any portion of thr.SAS,cesspool or privy is below loge ground water elevation. ✓ Any portion of ce.ispoof or privy is within 100 feet of a surface water supply or tributary to a surface wafer supply. ✓ Any portion of cesspool or pray is within a Zone I of a public well. _ ✓ Any portion of a cesspool of privy is within 50 feet of a private water supply well. _ ✓ Any portion ofa cesspool or privy is less titan 100 feet but greater than 50 rcer from a private water supply well.with do acceptable Seater quality analysis.(This system passes if the well water analysis, performed at a. EP certillctt laboratory,for eoli€orm bacteria and volatile orgaitle compounds indicates that thr well Is free from pollution from that facility and the prescncc of ammonia ultrogen and vitiate 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.] Nn (Yes1No)The system A s. have determined that one or more of the above failure criteria exist as described in 310 CUR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine wW will be necessary to correct the failure. Lr. Large System: To be considered a large system tlAesystem mast serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or p o"to each of the following: (I"he following criteria apply to larg-%systems in addition to the criteria above) Yes No the system is within 400 feet ofa surface drinking water supply the system is with``„n 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Pi otection Area-MA)or a mapped Zonc Il of public -water supply well If you have answered"yes"to any q=estion in Section E the system is considered a significant threat,or answered "yes"in Section D above the large s'lstem has failed. The owner or operator of any large system considered a significant threat under Section$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 it Jun-16-10 04:22pm From-Crowell/Crowell +5083750019 T-220 P.06/12 F-165 Page 5 of 11 OFFICIAL INSP:EMON FORM-NOT FOR VOLUNTARY ASSESSMENTS SUl3SURFAC;E SEWAGE DISPOSAL SYSTEM D SPECTION FORM PART B CHECICLET Property Address: 819 Sewb Mahe&reer CenreTLIle.MA _ Owner: Claire_Fraser&t:.railr Moor Date of Inspection: May 1.4 2010. Check if the following have been 6ine You must indicate'yes'or`fit 'as to each of the following Yos No ✓ _ pumping informa:ion was provided by the owner,occupant,or Boars of Health ✓ Wcre any of the system components pumped out in the previous two weeks? ✓ Has the system re-eived normal flows in the previous two week period 2 ✓ Have large volumes of water bean introdaced to the system recently or as part of this inspection 7 ✓ — Were as built plats of the system obtained and eaambried 7(If they were not available note as NIA) ✓ Was the facility v dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? ✓ _ Were all system c xnponents,excluding the SAS,located oa.site? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baMes or tees,material of co-istruction,dimensions,depth of liquid,depth of sludge and depth of scum 7 ✓ Was the facility%Arucr(and occupants if different from owner)provided with information on the prope.7 maintenance of subsurface seWa osal s tr'r �i�P stems?Y The size and location of the Soli Absorption System(SAS)oa the site:has been detcrntined based on: Yes No ✓ _ Usting in>`ormafon. For example,a plan at the Board of Health. ✓ _ Determined in the°field(if any of the failuro criteria related to fart C is at issue approximation of distance is unacceptable)(310 CMR 15.3020)(b)j. 5 Jun-16-10 04:22pm From-Crowell/Crowell +5083T50019 T-220 PAT/12 F-165 Page G of I ORFICIAL INSP.EMON FORM NOT FOR'VOLt7NTARY A,SSESSN>E.NTS 5UBSTJRFAt S SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 819 Sauth Alain Sireal Conti-pilleg AC4 Owner: _ Clar'ri=Fraser&Craig Vollor Date of Inspection: ,_Xfov i-d 2010 FLOW CONDITIONS PMIDENTIAL Number of bedrooms(design): +`/rr Number of bedrooms(actual): - A-DESIGN flow based on 310 CMR 15203(for example: 110 gpd x#of bedrooms): Bsy Numbcr of current reside=- 0 ?, Does residence have a garbage grinler(yes or no): n/a is laundry on a separate sewage system(yes or no)c n1a Oyes separate inspection requiredl Laundry system inspected(yes or n a): No Seasonal use(yes or no): pes Water meter readings,if available(;ast 2 years usage(gpd)): CAm-n7milable Sump Pump(yes or no): =o Last date of occupancy: lYeeken4 K su eLr rose CUJXtCXAL/INDUSTRFAL.' Type of esiablishment Design.flow(based on 310 CMR 15203): Cpd Basis of design flow(seats/personsrsgfi eM): Grease trap present(yes or no): Indttsrrial waste holding tank presort(Yes or no) Non-sanitary waste dischargod to ft Title 5 system(yes or no): Wary meter readings,if available: Last date of occupancy/use: OTHER(describe): GENFJ" INFORMATION pumping Fmcords Source of information- Unaugd aisle Was system pumped as part of the V'Wection(yes or no): Pas if yes,volume plumped: _gallns--How was quantity pumped determined? Reason for pumping: Mainfettm<e TYPE OF SYSTEM ✓ Septic tank distribution bez,soil absorption;systrm Single cesspool Overflow cesspool Privy Shared system(yes or no)fif yes,attach previous inspection records,if any) Xnnpvativc(Alt=ative.wdl ►oloU. 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):w _ Approximate age of all components::date installed(if known)sad source of information: Inxlulletl 5/pLR6-per as built cartL.'' Were sewage odors detected when ITriving at the site(yes or no): Nn • G t 9 Jun-16-10 04:22pm From-Crowell/Crowell +5083750019 T-220 P.08/12 F-165 Page 7 of IL OFFICIAL INSYECTION-FORM—NOT MI R VOLUNTAE.,R•ASSESSMENTS SUBSURFACE SIZWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continneci) Property Address: 819 S"�rrtlr Mai»Street Centerville,h Owner.* Claire Fraser&Craig Mentor Date of Inspection: map 4 2010 itiMU NG SEWER(locate on six plan) Depth below Bade: Materials of construction: _cast`iron 40 PVC ,_other(explain): Distance from private water supply weIl or suction line Conum-nts(on condition of joiats,-�enting,evidcnne of Ieakage.eta): SEPTIC TANS: (locate 01 site plan) Depth below grade: 12' Material of construction ✓ con rete _meal fiberglass —polyethylene _other(explain.) ` If tank is metal list age: is ap confined by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 3000 gal. -- Sludge depth: 6" Distance from top of sludge to boutim of outlet tee or baffle: ,0" scum thiclmess: 1" Distance from top of scum to top of outlet tee or baffle: 70" Uistance from bottom of scum to bottom of outlet tee_or baffle: 12" How were dimensions determined:.; Measrr 01C1, sri,ck Comments(on pumping reconunen-latcons,inter and outlet tee or baffle condition,structural intipgrity,liquid lvvvls as related to outlet invert,evidence;�f leakage,etc.): Tee iperepata The liadd-level bras even wilb the nutlet invert. he nurler S/Ee1 cover WB9+t"helaw Pt adE. AnTm The bnil&g tolper hat an hd ar puma h z trnvard the septic tank Unable 10 can 1rttl 1phetliw it W eds to Me wain System. (YRUASE TRAP: ✓ (locate oil site plan) Depth below grade: 1211 Material of construction: ✓ concrete meusl ____fiberglass _polyethylene other (explain): 01mensions: 1000 gal. Scum thiclutess: - Distance from top of scum to top ofootlet tee or baffle: -- Distance from bottom or scum to b6U0M. of outlet tcc or baffle: Date of last pmnpiag -- Commmis(an pumping rwommenrations,niter and outlet tee or battle condition,structural integrity,liquid levels as related to outlet invert,evidence.4f leakage,Etc•): „Could not open.Preninuiend insta['UM steel Mn,M to Pratte mrd aumninv the grease trap 7 Jun-16-10 04:23pm From-Crowell/Croft11 +5083T50019 T-220 P.09/12 F-165 Page 8 of 11 0MCML INSFECnON FORM-NOT FOR VOLUNTARY ASMSMEf NTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSP ,CHON FORM PART C SYSTEM INFORMATION(continued) Property Address: R 19 S 2r rh Ma1n.SrrQc�t Ce�te.'roillc. A-14 Owner: Clain:'Pricer&Craig yalgor Date of Inspection: MRv;4 2010 TIGHT or HOLDING TANIr: _Y ne (tank:must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _conc`rte metal _fiberglass _polyethylene other(explain): Dimensions: Capacity. aalfotrs Design Flow: eaalons/day Alarm present(yes or no): : Alarm level: Alarm in working order(yes or no); Date of last pumping: Comments(condition of alarm and loat switches,etc.); i - DISTRIBUTION BOX. ✓ Cf presentmust be opened)(locate on site plan) Depth of liquid level above outlet ivrvert: •'en Comments(note if box is level and v.isuribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): The D-box was level mil clean Nc solids were present. PUW CHAMBER: None (locate on site plan) Pumps in working order(yes or no).; Alarms in working order(yes or no) Comments(note condition of pump zhamber,condition of pumps and appurtenances,etc.): S Jun-16-10 04:23pm From-Crowell/Crowell +5083T50619 T-220 P-10/12 F-165 Page 9 of l l OFFICIAL INSIECTION FORM-NOT FOR VOLUNTARY ASSESSM NTS SUBSURFAt-E SEWAGE DISPOSAL SYSTEM INSPXCTION FORM PART C S'YSUM INFORMATION(continued) Property Address: 19 �ertlr Alain Street ��ille, kIA Owner: Clal Ii p'raser&Craig Pence Date of Inspection: U42,� 2010 Son,ABS01U TYON SYSTEM eSAS7: ✓ (locate on site plan,excavation not required) if SAS not located explain ivtry. Type ✓ leaching pits,number: _,2-61s 6'0OOP gal.) leaching chambers,number _ leaching galleries,number leaching trenches,number;length_ leaching fields,number,di sions: overflow cesspool,number: hm0va[ivc/altcrnative syst�,m Typelname of technology: Cotrurliaxs(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): Koch pits were drip. 77rere did not appear to be ga signs nffa{Im e A video camera was used for the ins»erllorr CESSPOOLS: None (cesspool must be pumped as part of inspecdon)(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: Mi aterials of construction: Indication orgroundwater inflow(Y or no). Continents (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc y P12IM None (locate on site plat Materials of construction: Dimensions: Depth of solids: - Comments(note condition of soil,snits of hydraulic failure,level of ponding,condition of veguation,eta): • t 9 Jun-1,6-10 04:23pm From-Cron II/Crowell +5093T50019 T-220 P_11/12 F-165 Page l o of 11 O + CLAL INRECrION FORM-NOT FOR VOLUNTARY ASSESSMICI NTS SUBSURFFAr"E SEWAGE DISPOSAL,SYSTEM INSPECTION FORM PART C SYSTEM D(RdRN Aim(conitinned) Property Address: 819 X(111 MditI Street entmllle.M Owner: Clafri: rpser cC Craig Year ror Date of Inspection: Aft i-1 2010 SKETCH OF SEWAGE DISPO:AL SYSTI?.Id Provide a sketch of the sewage dis sal system including ties to at least two p=uncnt refereace lan&jwks or beachmarks. Locate all wells with I feet. Locate where public water supply enters the building. Yy pwc,r S 3 ?c y� ? ` f S- s� . 7. 10 O Jun-16-10 .04:24pm From-Crowell/Crowell +5083T50019 T-220 P.12/12 F-165 Page 1 I of 11 OFFICIAL INSP=101N FORM-NOT FOR VOLUNTARY ASSESSME4 NTS SU.BSYT1i,XrA,.F SEWAGE DISPOSAL SYSTEM INSPRCTION FORM PART C SYSTEM WORMA.TION'(caftunued) Property Address: 819 omh Main Street ca"fil vllle. MA Owner: Clau-!F7-aser&Craig Mentor Date of Inspection: _. hlav:'d.2010 SITE EXAM Slope Surface wafter Check cellar Shallow Wells > stimated depth to ground water 3 feet Please indicate(cluck)all methodsused to determine the high ground eater elevation: Obtained from system des gn plans on record-If checked,date of design plan reviewed-, . Observed site(abutting pr 3pergiobservation hole within M fret of SAS) ✓ Checked wilt local Boar&�f Health-explaim &a=anNc and tatter co�r torus maps Checked with local excavrtors,iastallers-(attach documentation) Accessed USGS database,plain: _ You must describe hots you catablifttl the high groundwater elevation: IlsW Barnstable/opWaphic ma;.zc acid ip er coltiours mks,the maps a ere shatvnr�approximately 30'+/_to grnttnd water gt ihls site_ This report I,=been prepare- onlyfor the septic system and campone is described herein This septic system turn been irWcetcd and passed as of th-date of itupectiom This report is not a warranty or guarantee that the systein ivllt function properly in the future: T here hinT been no ivarragnas orWrarantees,either eeprmerd.is-riaen or ht phed, relating to the septic system,fa htspecdvi4 I/*report and/or any cotnpwients of the$optic ssutenr-which have not been located and Inspected 11 a COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: / 819 South Main Street Centerville,MA 02632 Owner's Name: Claire Fraser& Craiz Ventor Owner's Address: o V Date of Inspection: June 4. 2007 Name of Inspector: (Please Print) James M. Ford Company Name: James M.Ford Mailing Address: P.O.Box 49 Osterville,AM 02655-0049 Telephone Number: (508).862-9400 -� CERTIFICATION STATEMENT i F- 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 r r training and experience in the proper function and maintenance of on site sewage disposal systems,1 I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The sys�'tem: =; c ✓ Passes c c.� r— Conditionally Passes c, cn N eds Further Evaluation by the Local Approving Aut ority ai s Inspector's Signature: AAAA 2Date: June 14, 2007 The system inspector shall sub t a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 819 South Main Street Centerville. MA Owner: Claire Fraser&Crare Ventor Date of Inspection: June 4, 2007 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or 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 detennined",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 itmninent. 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 Page 3 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 819 South Main Street Centerville, MA Owner: Claire Fraser& Craig Ventor Date of Inspection: June 4, 2007 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health; safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CAM 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 Y �P f d laboratory, for cohfonn bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 819 South Main Street Centerville. MA Owner: Claire Fraser& Craig Ventor Date of Inspection: June 4, 2007 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than ''/z 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 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater p vy r than 50 feet from a private wate r er P supply well with no acceptable water quality analysis. [This system passes if the well.water analysis, performed at a DEP certified laboratory,for.coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve.a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 819 South Main Street Centerville, MA Owner: Claire Fraser& Craig Ventor Date of Inspection: June 4. 2007 ' Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? ✓ _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ _ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ Were all system components,excluding the SAS,located on site? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 819 South Main Street Centerville, MA Owner: Claire Fraser& Craig Ventor Date of Inspection: June 4. 2007 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 8 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 880 Number of current residents: 0 Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): Yes Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Weekend&summer use COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unavailable Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank, distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed 5/9186-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 819 South Main Street Centerville. MA Owner: Claire Fraser& Craig Ventor Date of Inspection: June 4, 2007 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC _other(explain): Distance from private water supply well or suction line: Cormnents(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 12" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 3000 zal. Sludge depth: 6" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 2 Distance from top of scum to top of outlet tee or baffle: 10" Distance from bottom of scum to bottom of outlet tee or baffle: 12" How were dimensions determined: Measuring stick Continents(on pumping recommendations, 'inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tee were present. The liquid level was even with the outlet invert There did not appear to be any signs of leakage The outlet steel cover was 4"below zrade. NOTE: The.building tower has an in'ect r o mn heading toward these tic tank Unable to confirm whether it connects to the main systerrr Everything was winterized and shutdown. GREASE TRAP: ✓ (locate on site plan) Depth below grade: 12" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: 1000 zal. 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: -- Corruments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Recommend installing steel covers to zrade and numning the grease trap 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: 819 South Main Street Centerville MA Owner: Claire Fraser&Crare Ventor Date of Inspection: June 4. 2007 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert:. Even Coimnents(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box,etc.): The D-box was level and clean. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): 8 v Page 9 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 819 South Main Street Centerville, MA Owner: Claire Fraser& Craig Ventor Date of Inspection: June 4. 2007 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: 2-6'x'6'(1000 gal.) 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.): Both pits were dry. There did not appear to be any signs offailure The scum line was approx. 4'up f om the bottom in pit#6 In pit#7 the scum line was approx. 1'up froni the bottom A video camera was used for the inspection CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) 'Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool.- Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 819 South Main Street Centerville. MA Owner: Claire Fraser&Craik- Ventor Date of Inspection: June 4. 2007 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Fro e,-r , A I3 MA,,I, t- l a So p y a 77 y y pwc,r S 3 8CD.- y/ y 9 a Sa, iot -2-7 10 Page I 1 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 819 South Main Street Centerville. MA Owner: Claire Fraser& Cram Ventor Date of Inspection: June 4, 2007 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 30+/- feet Please indicate(check)all methods used to detennine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: Topographic and water contours reaps Checked with local excavators,installers-.(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic snaps and water contours snaps the naps were showing approximately 30'+/-to gt^ound water at this site. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function property in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the septic system, the inspection, this report and/or any components of the septic system which have not been located and inspected. 11 ' 4 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION / ASSESSORS MAP N0: Property Address: 819 South Main Street Centerville, MA 02632 PARCEL NO:._._� Owner's Name: Claire Fraser&Craig Ventor Owner's Address: Date of Inspection: June 27, 2004 Name of Inspector: (Please Print) James M Ford Company Name: James M. Ford Mailing Address: P.O.Box 49 Osterville,MA 02655-0049 Telephone Number: (508)862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: June 30, 2004 The system inspector shall sub ' a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 819 South Main Street Centerville, MA Owner: Claire Fraser&Craig Mentor Date of Inspection: June 27, 2004 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 819 South Main Street Centerville, MA Owner: Claire Fraser& Craig Ventor Date of Inspection: June 27, 2004 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier, if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of I 1 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 819 South Main Street Centerville,MA Owner: Claire Fraser&Craig Ventor Date of Inspection: June 27, 2004 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than 'h 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 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone I of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area- IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 819 South Main Street Centerville,MA Owner: Claire Fraser&Craig Ventor Date of Inspection: June 27. 2004 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? ✓ — Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ _ Were all system components,excluding the SAS, located on site? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? ✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 819 South Main Street Centerville, MA Owner: Claire Fraser&CraiQ Ventor Date of Inspection: June 27, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n1a Number of bedrooms(actual): 8 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 880 Number of current residents: 0 Does residence have a garbage grinder(yes or no): n1a Is laundry on a separate sewage system(yes or no): n1a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): Yes Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Weekend&summer use COMMERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sqft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unavailable Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed 519186-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 819 South Main Street Centerville, MA Owner: Claire Fraser& Craig Ventor Date of Inspection: June 27, 2004 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 12" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 3000 gal. Sludge depth: 6" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 10" Distance from bottom of scum to bottom of outlet tee or baffle: 12" How were dimensions determined: Measuring stick Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tee were present. The liquid level was even with the outlet invert. There did not appear to be any signs of leakage. The outlet steel cover was 4"below grade. NOTE: There is a building tower which has an injector pump approximately O'belowgrade r and is heading toward the septic tank. Unable to confirm whether it connects to the main system. GREASE TRAP: ✓ (locate on site plan) Depth below grade: 12" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: 1000 gal. 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.): Recommend pumping grease trap and installing steel covers to grade. 7 Page 8 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 819 South Main Street Centerville, MA Owner: Claire Fraser&Craig Ventor Date of Inspection: June 27, 2004 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: izallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): The D-box was level and clean. The D-box was in new condition. PUMP CHAMBER: None (locate on site plan) Pumps'in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 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: 819 South Main Street Centerville, MA Owner: Claire Fraser&Craig Ventor Date of Inspection: June 27, 2004 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: 2 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.): One pit(46)was dry and the scum line was approximately 4'up from the bottom. There did not appear to be any signs offailure. The cover was 12"below grade. The other pit 07)was dry and the scum line was approximately 1'up from the bottom. There did not appear to be any signs offailure. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 819 South Main Street Centerville, MA Owner: Claire Fraser&CraiQ Mentor Date of Inspection: June 27. 2004 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Fronr , A i 1 s owcr y qa sa s r s� i o -7-7 10 r Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 819 South Main Street Centerville, MA Owner: Claire Fraser&Craig Ventor Date of Inspection: June 27, 2004 SITE EXAM Slope Surface water Check cellar Shallow wells- Estimated depth to ground water 30 +/- feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: Topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic maps and water contours maps, the maps were showinapproximately 30'+1-to ground water at this site. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. ll II 1 i r li Y --- ON ❑❑❑®❑❑ ❑❑❑❑❑❑r , 0®Om©® ❑❑❑❑❑❑ ❑❑❑a❑❑ ® =S= �. as asO nfin on ao 00 - ❑❑❑❑❑❑_ ❑❑❑❑❑❑ n Courtyard Elevation 20 - Side Elevat,on ua � p b � a Olt Rear-Elevation--- so +.,-0 ^ Street Side Elevation �.oY7o A-2 ARROW engineering inc. civil engineers& land surveyors ' May 16, 1986 yr Town of .Barnstable Board of Health M Town Hall Hyannis,- `(Barnstable.) Ma. Re Lot 28 Southz Man Street Centerville;` tarnstible) Ma. Gentlemen;... I .hereby certify. that. the sewage disposal system:;at 16t 2-- x South Main Street , has been installed substantially in, accord- ,. . ance with the approved system shown on a plan entitled "Proposed Location of Dwelling & Sewage Disposal;Sy'st -Lot 28 South Main Street Barnstable (Centerville, f A " Applicant Lembo Associates 1007 Chestnut =Street„ ;Newt.o�, w.,.p Mai- 02164 , , Engineer: Arrow Engineering Inc. , 60 East Falmouth Highway, East Falmouth, Ma. 02536; . Datedr" March 11, ;1986 Revised: April 17; 1986. ,. ARROW ENGINEERING INC, r . t # YY" R ert E. "Raymond .E. 4.: CC: 1embo Associates (617) 540 0354 60 east falmouth highway,east falmouth, ma: 02536 p TOWN OF BARNSTABLE LOCATION O �� S• YY Ain Ste. SEWAGE # V0— ;-VILLAGE ASSESSOR'S MAP & LOT f s OI INSTALLER'S NAME&PHONE NO. 3a� SPC4�0MIrl I SEPTIC TANK CAPACITY 6,eA e- TA., 3nu Sync Ta�� LEACHING FACILIW: (type) (size) NO. OF BEDROOMS (0 BUILDER OR OWNER 70t/1 C V I h AfisL PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching.Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) , Feet Furnished by `nerd Al- �3 �- �1 Frp.T AS- ka �,us 133- '41 �A Ay- a a� 3 AS- cT ° 0 ASSESSORS MAP NO: PARCEL NO.: A i LE.R'S N' A.r � +� � ADDRESS DATE ii. ! yi ( E ISSUED � l d , Rcu3�. 6At- PiT s � No: ._. ��// F� ... THE COMMONWEALTH OF MASSACHUSETTS c �_— BOAR® OF HEALTH fiOleJ1L0----------------OF.....�.��.�A�LC ............................... Appliration for Disposal Warks Tonstrnr#ion Prrutit D ' Application is hereby made for a Permit to Construct (—I or Repair ( ) an Individual Sewage Disposal System at: Lotion-Address 1 - or Lot No. _ . .....M L<s 7 ja............. Pa. �I ....................-^- ...........-.......... •--..........................................». Owner Address Installer Address Q Type of Building 4 Size Lot........ .....Sq. feet Dwelling—No. of Bedrooms....................�..._......_.._.....Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ............................ . W Design Flow................ :57.....................gallons per person per day. Total da�yflow....y�®:_.�� .. ._gallons. WSeptic Tank—Liquid capacity!.....gallons Length_l_5:�.____ Width..!_._.._._,... Diameter................ Depth.!-..d_.... Disposal Trench— !o Width .P Total Length / leaching area 6 .O sq. ft. Seepage Pit No.------ Diamete .O4"0►... Depth belowin inlet _r..-_ Total leachinga.1A.Z Other Distribution box ( `'- Dosi tank ( ) �,t '-' Percolation Test Results Performed by. eaul...��.l�l�j2l�_1!Sl�'!__ Date..../`—4ow-9.3 .1 a Test Pit No. 1 .....L .._._minutes per inch Depth of Test Pit-----15'-!.._ Depth to ground water...1V.AJ .. �ltl< Uae tit �7 Test Pit No. 2...... .....minu es per inch Depth of Test Pit....._ �---� Depth to ground water"V.d.'...�W -•0---714---1--.. O Description of,soil.... oil----- .... --h sS'Iv�... Aay.L1._--•--;•-------------------------------------------•-------;;--------•---p----..._..-•--------.._.. x _ 1 ;---a�-.----�-- UNature of Repairs or Alterations—Answer when applicable............................................................................................... --------•--------------------------••---•--•----•--•----•--•------------------------..............------•---...-----------------------------•--•-----------------•-----.....•------•-•-•------.......... Agreement: The undersigned agrees-to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i ITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia ce has been y ebrd iealt .n d••--•.'�� � .----•-------•------------------ --- I .....�.ate Application Approved By...-----•-----••----------•. . .------ ........ Date Application Disapproved for the following asons: ••-•---••-----------------------••------------•---•---•-------------------------------•---...------••---..... ........-•----......--•-••-•...........................•----•----•---------...--••------•---•---•-------------•--------.....---------------------------------------------------------------••----------- Date PermitNo......................................................... Issued....................................................... Date f. it -yfS NO....................... F ...........tom....r... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH • OF. s Appliration for Disposal Works Tons rur#inn Vrrmit Application is hereby made for a Permit to Construct (") or Repair ( ) an Individual Sewage Disposal System at:So Ix) g t .MA -P..... Lolation Address / - or Lot No. ........... — -- ... • A•N --------------•----•----. .......... .............................. --------------.............. ............. ... ---- Owner Address a -------------------------••------------_•----------..-----------•-------------------............ .....---•-.-__..-.----•----------------------•----------...------------------------.....---•----' Installer Address dType of Building Size Lot..........-1 .....Sq. feet U Dwelling—No. of Bedrooms.................... . .._..Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria P-1 Other fixtures ----------'-'-' '-"-----'------'-'--- . ...... W Design Flow................5............................gallons per person per day. Total daily flow__. ._ la . ...gallons. WSeptic Tank—Liquid ca.pacityY- ...gallons Length`5.......-.._. Width:7.` .... Diameter............... Depth_ ..'fo."�... xDisposal Trench—No. ............... .... Width-�.-....t........... Total Length...................... Total leaching area.-__...--------------sq. ft. Seepage Pit No........... _ _._ Diameter.__-. _ ...... Depth below inlet...._ _ �.... Total leaching areaA_6Z- .. Z Other Distribution-box ( 101T Dosin tank ( ) a Percolation Test Results Performed by.__. .I� fa.� ... G 4.Lz--_ reE _ '.. Date. .. °-a Test Pit No. I...... ......minutes per inch Depth of Test'Pit.._.!:.-t`��...`._.. Depth to ground 44 Test Pit No. 2...... _....minUdtes p r inch Depth of Test Pit ! e_____ Depth to ground O 0.. 1".'._ 3..... Description of Soil M�� tJ R( ` q 1 a 2 . ...------------------------------------------------------- tip v _�"C' 1 _..... �-'---.. ..............................� .. * ..._ g a.:a........................... V Nature of Repairs or Alterations—Answer when applicable..._.... ...................... ............................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT:..% 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Comp 'a ce has bee b th oard f h th, p Signd--... ...... .......-'-"-"----'---''--... a ApplicationApproved By.............................. . ............................................................................. ........................................ Date Application Disapproved for the following a ons:--""-=------------""---••-"---------'-'-----'---'-'--'---'--'----------'--•-'-'--'-'-...--•'-------'....._ ' Date APermit No......................................................... Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF.........B&�45.j'?N!°� ....................T* c J (9rdifirati-14 Tuutpliunrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by----••••------•.....:................................................-'-------'--------------. -'--"'-'-•----••-..............---••-•--------------.......---•--.........--•-•....--•-•....... L Installer , at---•-----'-""-'-''"-•--'•.........................•'--'-...•-•.............._... --------------------'---------------...._._..........---'-----....._......-•....'-'-"'--... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..................... ...... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.:: `.......................................... Inspector.................................................................................... {y�g+\v►e�@r IMv�j'i $v�ety �x a THE COMMONWEALTH OF MASSACHUSETTS •'�h SJ.�-1I:�`�r1�Y) h t~�� •err-�h`F� 1'�-�. BOARD OF HEALTH All cte' q--Ffoh.S' n010 _ � ....................OF.... '°� B1 ..............._............ o...... ....... FE .............. Disposal Works 00'nnutr ion rrutit Permission is hereby granted = ............. to Construct ( ) or Repair ) an Individual Sewage Di s o ystenj p , vl 1 at No. �� _.. -`� .......!1...:---_7.!�A iV1 :� ---•--...... --•- ----•---'----------------'--'-------------..............--•-- --- Street �6 as shown on the application for Disposal Works Construction Permit No.............�.._ Dated...__....��...... ....:....�.E?..... ..oa....._ ea .... DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS 1 on o.n Towe-r 14 8:1�9 S . .Main St Centerville MA .0 OWNER ARCHITECT Mark Condon DMS design,]lc �. 17 Union St 100'Cummings Center,Suite 339C i D Boston,phone: 'MA021-1 Beverly,MA 01915 5-34 DRAWINGS phone:(781)369-]058 phone:(978)965-3470 mobile:(781)307-7291 fax: (866)648-8251 0 N o STRUCTURAL ENGINEER GENERAL CONTRACTOR Sheet No. Title/Description A-o Cover Sheet • Mike Waterman Chris Stoltz ARCHITECTURAL Austin Kelly Lane Stoltz Building A-r Existin Conditions Demo Plans • Southborough,MA 01772 phone:(508)432-3349 A-z Floor Plans • phone:(508)229-3100 mobile:(508)958-0784 A- Reflected Ceiling Plans • mobile:.(SQR)395 4370 A-4. _ .... Building Sections • ^ l A-5 Buildin Sections • V A-6 B Elevations- • �� to A-7 Bu' hR Elevations • r� U A-8 Details • A-9 Osprey Nesting Platform Details • STRUCTURAL Si Structural Plans and Details • �. •r a,oU _ h 0 N�M^ 4-1 n a� N - H"m w0 � GRAPHICS KEY aUoo UNIT NUMBER T _ TWE B unh Tya <P"1 INTERIOR ELEVATION PnIUnit o I/A-0.OI Plnn ShM wlm�dbn Uoinb in dirtCion afdmlivn) _. w N . O o. EXTERIOR ELEVATION - y d 3 WINDOW.TYPE 6 Shvnnonnnmba(pninsln an�mn otdmron7 O47 Window Sehedule;Rowing A-6.03 Sled while drown - Milli zD--- PARTITION TYPE C� BUILDING SECTION A roil A 7S .Section numbs(pd.-in diadion of wq rlition Typo ssemblio,Rowing A.6.01, Sheer whoe drown A-o . - REMOVE EXISTING �y 'DMNDOWS 0. REMOVE 'S EXISTING DECK REMOVE ALL E —11RWRWTOIXROSEVA]00PECK- . REPLACE NEW WINDOW EX15TING WINDOW '.OPENING LOFT ABOVE TOE DEMO EXISTING LOFT BE REMOVED ti UNDER5IDE OF STRUCTURE_ UP P1 EL.45'-11 1/2' DN ` DEMO ALL EXISTING WINDOWS AND SLIDERS - _ 1 �\\l \•DNS, - '! ti NEW I I •' :: 50UD RIVER5TONE OPENING aW t' ••• DEMO EXISTING BALCONY RAILING AND SUPPORTS. � � ��_. OWER .� F- III""•�2•'-•-•�i� •„,•.: (, SEE 51MCTUFAL TWAWING Y]f - �: _ --- aIR...i' EXISTINGALTERNATINGOU R TO LADDER 1 9 I •YI IN111ER INFO STli V -- '._Y =- TO FOURTH FLOOR TO REMAIN. --- =a'^•-�-" REPAIR t REPAINT AS REO E _ - FOURTH FLOOR _ - REMOVE .. -_...................' .._- Y EL 33'-6 I/2' n {•EXISTING WINDOWS ON bk rA THIRD FLOOR - 4 Third Floor Demo Plan - - --. Fourth.Floor Demo Plan :- lu s moo`❑y�-I e �yVi `❑j�c� 94 .::........... _ - 13 EXISTING WIND - SECOND FLOOR' . .-... _- _ REPLACE Q; DEMO EXISTING WOOD 5TRUCTURE-AT �I., ANCILLIARY BUILDING.PATCH AND REPAI R Mf50NARY . . _ - ._._.-------------AS REQUIRED � UP STEEL LINTEL @ rx UP4-1 U FIRST FLOOR - _ \ �. I- , _ f O. EI.a-o' ITCz souD RIVERSTONIf - .TOWER ALL NON-MASONARY STRUCTURES - REPLACE w v REPLACE J AT/WOLLIARY BUIRDING TO BE EXISTING WINDOWm O .� REMOVED AND REBUILT THE SAME EXISTING 'EX15TING STAIR TO REMAIN. 513E AS EXISTING--SEE DWGS. q,`/ 0 WINDOW REMOVE EXISTING WOOD RAIL CAP. - REPAIR METAL WORK AS REOUIRED 1010 METAL AND REPAINT REFINISH EX15TING SPIRAL STAIR WOOD STAIR TREADS . O N N First Floor Demo Plan Second Floor Demo Plan 11 A 2 3' 0 0 1 i Existing Building Section =/a.=,._Q., ., d v � caa" LEGEND: .. '_----._--- WALLS TO NEW W .REMOVED 6E ® ALL5 A EX15TING WALLS TO REMAIN j 1—1 d . - ALL WADS TO BE FIN15HED . - e BLUE BOARD.PIASTER WITH SMOOTH FINISH AND PAINT.FILL CAvm WITH CL05CD CELL SPRAT FOAM. ' - 9'-2'DIA.+/- .. It .i•-I BELAY To 51,POP D TAIL Q . REFER TO SI,FOR DETAILS •r1 NEW WINDOW' K B'ROC RX_M5 OFF FN+i I I CLIMB NG WALL � II AUTO-BELAY MOUNT 5EE STRUCTURAL DRAWINGS - - UP ON- � .�� CONTINUOUS STEEL GUARDRAIL TO 42-AFP TO MATCH 5PIM 5TNR• . GUMBING WALL By ROCKWERX I _ 'C)PEN TO OPEN TO . L .BELOW CLIMBING WALL TO PROVIDE RAILING TO 42'AFF _ .'BELOW YI OPENBELO TO ENSURE NO GAPS FX15T BETWEEN FINISHED. CLIMBING SURFACE AND FINISHED FLOOR 2 5. _ _ 3-B• .. _ . II PROVIDE CONTINUOUS RAIUNG AND B PWSTE RS TD MATCH STAIRS AT 42' AFF AT EDGE OF ALL LANDING,U.O.N. •.,\ - \ YDN �� \\ \\•, i i /�/ ALL NEW WINDOWS - -� EXISTING ALTERNATING TRED LADDER, �..1 TO POURTI PLOOR TO REMAIN: J - REPAIR{REPAINT AS NEEDED rM •JbZ A Third Floor Plan Fourth Floor Plan 4 � 6 3/8"=T.b" - c�y°+'m M Rase UP FLOOR TO FIRST ~ ^ TREAD TO CREATE CLEARANCE NEW WALLS A15OVE MA50NAW WALLS _ TO ENTRANCE Of STAIR i1EW X-LP SNEATHIN6-TAPE ALL S—S PER MMNFACTURERS INSTRUCTRNIS � REFER TO STRUCTURAL DMWiN-S POR WALL STUD SIZE AND SPACING. {U{���]] '•F�XX WL D CEUL W_Y PDAN W SUTATION,NW T-21 tf` p d•a W ,I?BLUEI-0 AND PLASTER �1I co p"k' 12'-3-DIA. i 'NEW COUNTER,CABINETS; STEEL LINTEL(cj 7-0 AFF SHELVES AND SINK TBD ALIGN LANDING TO 12'-3-DIP +/- . IO-0'2 STAIR TREAD NEW WINDOW . 3,1 CLEAR .. NEW WINDO r y . NEW WINDOWS - OPEN TO 0 .. - P a1 CLIMBING WAIL 8Y U ' . EXISTING STAIR TO REMAIN. ROCKWERX O•� I REMOVE EXISTING WOOD I ! .%111 OPEN TO C-' Cz RAIL CAP. REPAIR METAL v IP - BELOW WORK AS REQUIRED AND 3✓'-9 ' II II` ' I UP REPAINt REFINISH EXSTINGWD STAIR y� L PROVIDE CONTINUOUS Q TREADS \ - RAILING AND BALUSTERS TO " Q MATCH STAIRS AT 42'AFF AT m �\ Y •`\ EDGE OP ALL LANDING.U.O.N. r\ M�.P•� I ALIGN LANDING TO C'�,/ W 2 STEPS _ STAIR TREAD DN I - NEW TOILET,TBD - �Yt �-NEW WINDOW 0 N y i SOLID RIVER5TONE TOWER NEW WALL MOUNTED SINK,TBD CUMBING WALL TO PROVIDE II N Q RAJUNG TO 42'AFP. fy CO o EXISTING 5'-O" - NEW WALL WITH POCKET DOOR ENSURE NO GAPS EXIST . METAL SPIRAL BETWEEN FINISHED O C^ STAR TO REMAIN GUMBING SURFACE AND NEW WINWW NEW WINDOW FINISHED FLOOR TA Q Q LEGEND: P0551BLE LOCATION FOR HEAT CUSTOM FLOOR HATCH.3'O - -----`- i WADS TO BE REMOVED UNIT WITH VENT AND HINGED "CLEAR OPENING WITH PANEL FOR ACCE55 IN CONCEALED H14GE5 AND .,® NEW WADS CLIMBING WALL HANDLES.PRCJIDE SHOP DRAWING FOR APPROVAL. _ _ EXISTING WALLS TO REMAIN A-2 2 Second Floor Plan. First Floor Plan 3/8.,=1,_D,. to 8�rROJ - I Cl) •r--1 � 5y \ a� ._.__. ._.._.__.,.._. ._ _ .......... . _....r�_. _... L3 ____-...-_.._....._____ .._._..._..... _.-..... // ---,----�._ .. - .._ -..LDWE50 FILL CAVITVI9YTH'Z109OTDHCEfL SPRAr " 1 .._..... . _ / {. ._.... \ / sTPuc7uRE To RECEIVE$ � EBDARD PLASTER WITH S / FOAM INSULATION-MINIMUM 6 OF INSULATION.. L3 CO tL I O, - OPENING BELOW . OPEN TO 1 1 OPEN TO L3 C.' ABOVE 1 1. ABOVE \. UNDERSIDE OF CLEAN STRUCTURE - LJ - _ ED:CLFJW AND REPAIR A5 REQUIRED . L2 L3 O / \\ / L2 ON CUSTOM TRACK - L3 ON ADJUSTABLE.BASE •\, \ '., L I , BELAY.SEE STRUCTURAL DRAWINGS �� V FIELD VERIFY LOCATIONS AND QUANTITY MTN ARCHITECT .AND OWNER. ^- ` Cn i. .r-4 bn 3 Third Floor Ceiling Plan Fourth Floor Ceiling Plan Q 3/8„=1,_D" 4 ���y1 •E�m�n .. V U ❑� p vF waw STEEL LINTEL(aJ 7'-2' (y L3 - 1 OPEN. __.__ _ .L3' r. O AeoVE..._.._ G� U� 1 cto O Y L5 L3 O EO. UNDEP51DE OF FLOOR STRUCTURE TO BE EXPOSED. CLEAN AND REPAIR L3 OPEN ToA�IZEou1ReDOiOPEN TO ABOVEABOVE IA VOLS - A Uoo' o� L� L3 L3 ON ADJUSTABLE BASE o o m FIELD VERIFY LOCATIONS 4- AND QUANTITY WITH ARCHITECT AND OWNER CUSTOM COVE LIGHT 0 ch 06 SEE DRAWINGS AND DETAILS FOR ADDTIONAL INFO _ _ � '� .J UNDER51DE OF FLOOR STRUCTURE TO BE EXPOSED. CLEAN AND REPAIR AS REQUIRED. First Floor Ceiling Plan Second Floor Ceiling Plan A .3 .. 1 2 . l Na � •5 c� Q I I < I BELAY SUPPORT - I I SEE STRUCTURAL - 1 DRAWINGS - . UNDERSIDE OF STRUCTURE I EL.95'-I 1y— -- I ON I EXISTING SPIRAL STAIR TO REMAIN. FOURTH FLOOR - REMOVEWOODRAIUNGCAPS. III - EL.33-61/2' �y AT ALL EXP05ED LANDING PROVIDE ---- _ _ �.�� b CONTINUOUS GUARDRAIL TO MATCH STAIR I o F•-1 a III CLIMBING WALL BY ROCKWERX "CI (; I O mQ II I _ U A J,THIRD FLOOR 0�o� 71 SECOND(LOOP. - EL.133-2! .I NEW WALL:'2.4 WAIL WITH GWB EACH SIDE - I I E DECORATIV FENDANT5 ISO U MA50NARY WALL CAP:MATMALAND PROFILE TO MATCH COUNTER TBD:P0551EILY STAINED CONCRETE BUILD UP LANDING ON FIRST FLOOR LEVEL Q W rK FIRST TREAD SPIRAL 5TAIR a000 SINK BASE CABINET:DETAILS TED CONTINUOUSCOUNTER AND_BACKSP.IASH .-.... ..._ .. .. .. ...__.._ . MATERIAL:.TBD - aQ V] O . .. - OPEN SHEVNG DETAILS TBD� � O I II N Q I h Q Q Section"(with Rockwall) JL _4 i I -eel. �._--_____- I I BELAY SUPPORT.. SEE STRUCTURAL I I I DRAWING5 1 _ 1 _ UNDERSIDE OF STRUCTURE UNDERbIDE OF STRUCTURE_ - L ` -. �EL.45'-I I 1/2' ' - EL.45'-� BELAY BEAM I ` OPTION FOR DECORATIVE LIGHTING r `J BELAY'BY ROCKWER% CLIMBING 5URFACE WITH /�^•i•4 SHAPED TOP BY ROCKWERX E 'Illy ] i BELAY BY ROCKNRR% 6P$ r FOUWD RTH FLOOR _ •�� 666 ry FOURTh FLOOR. CUMBING.5URFACE WITH EL.33-6 CLIMBING SURFACE WITH - - - CLIMB OFF AREA BY ROCKWERX CLIMB OFF AREA BYROCKWER% ^\ c+J ENSURE GAP BETWEENURFACEG W n M ' AND FINISH5H ED CLIMBING SURFACE h OFFSET STAIR 4 ADJUSTABLE DOWNLIGHT5 ON TRACK GUARDRAIL'BEYOND - ql EXOTING �O�N GUARDRAIL OFFSET TREAD STAIR t ' GUARDRAIL TO REMAIN - �V n THIRD FLOOR .. _'� DO2, E.24'-5 I/2' - - _ l 24'-5 T �O 3RD FLOOR. - . LANDING. . ... 3RD FLOOR LANDING ROCKWERX CLIMBING WALL TO Y PROVIDE RAILING TEX 5T All BET _ ENSURE NO GAPS E%IST BETWEEN _ FINISHED CLIMBING SURFACE AND FINISHED FLOOR 1 . - 5ECOND FLOOR SECOIID FLOOR. _. _ 'y '=X.. - EL.13'-2' - LANDING _ 2ND FLOOR LANDING ROCKWERX CLIMBING WALL TO PROVIDE RAILING TO 42'AFF - HINGED PANEL WTFH VENT GRILLE ENSURE NO GAPS EXIST BETWEEN FOR HVAC.PANEL BY ROCKWERX. .. - FINISHED CLIMBING SURFACE AND _ Q. ... SPECIFICATION - ED FLOOR - ct COORDINATE SYSTEM .. WITH HVAC INSTALLER . '. FlNISH M . - FIRST FLOOR o . _ FIRST FLOOR _ _ EL O-O' r00 - - _ a-3 A .0 BUILD UP LANDING ON.FIRST FLOOR LEVEL WITH PIRST TREAD 5PIRAL STAIR. .. DRAWING FOR REFERENCE ONLY. .. ... .. ..... ..... __ ,_-_... ... .... ...' __'-t�� NCOORDINATE ALL FINAL DIMEN5ION5 VATH ..V+AI O 0 G CLIMBING WALL DRAWINGS FROM ROCKNRRX. AREA BEHIND HINGED ROCKWERX.PANEL II . - ... FOR STORAGE OR HVAC.COORDINATE WITH - O TA . - HVAC INSTALLER � A " Ia ra 1 Cross Section (with Rockwall). Cross Section (without Rockwall) A-5 rn .p at DIP05ED OSPREY PLATFORM W05ED OSPREY PLATFORM ' . SEE DETAIL 511EETA-9 - '—5EE DETAIL SHEET A-9NEW 30 YEAR ' NEW ASPHALT. . ARCHITECTURAL,^� EAVES AROUND ROOF TO ---� - _ �5HINGtE5 .. ASPHALT SHINGLES ON _ [y`'�T - AUG.TO EXISTING EAVF5 - ICE t WATER 5HEILD :JL)I--17. �-rj� L T AT BALCONY --� 'Z t- - J Tg-�-�= fi — _ TIT U _j NEW CEDAR SHINGLE 5101NG TO MATCH EXISTING \ SIDING BEING REPLACED. PROVIDE SAMPLE TO _ - --" NEW 3G`>5 0 ANDERSEN ARCHITECT AND OWNER I . y 400 5ERLF5 FOR APPROVAL. DOUBLE-HUNG WINDOWS I ,I` ; -•I4 • taA WITH SASH UMITER.' r^ �•rIJ -'T c"'( T/1 •~. COLONIAL GRILLES. TYP.ALL WINDOWS U.O.N: _ _ o t-7 J ��r���q✓ G O rT o'1 NEW ANDERSEN SERIES 400 SERIES 0.I, DOUBLE HUNG - _ ^L A H? ma• A- �./ '1! e l WINDOW WITH - - COLONIAL GRILLES.' .SIZE V.I.F. - I NEW ANDERSEN _ / 4005ERIE5 _T _ DOUBLE HUNG ,�'-""• J f /�I -- 4 L WINDOW WITH . COLONIAL GRILLES. SIZE V.I.P. IJEW ASPHALT SHINGLES TO 7 MATCH TOWER t Cj NEW CEDAR SHINGLE SIDING TO MATCH TOWER_ Y^i�f la STONE FOUNDATION TO REMAIN �,\\. ^G� NEW ANDERSEN O 400 SERIESCASEMENT Lcz WINDOW WTTh+ 0 Ru' COLONIAL GRILLES. F•I SIZE V.I.F. ..� - - y F•1 —DOOR Q r, co \—NEW ANDERSEN —INSULATION;VAPOR. V . NEW STAIR 400 SERIES BARRIER,ZIP - CASEMENT SHEATHING V.INDOW WITH COLONIAL GRILLES. ' S:ZE V.I.P. b •p O N ' '•1 4.1 II P Q V ciz - •�PAL � Y � AA I Right Elevation Front Elevation A-6 Gr" O '5 c� Q - _EXP05ED 05PREY PLATFORM UP05ED 05PREY PLATFORM - % SEE DETAIL SHEET A-9 SEE DETAIL 5HEET A-9 -REMOVE ALL EXISTING ROOFING TO EXPOSE WOOD DECK -REPLACE ANY ROTTED OR DAMAGED ROOF SHEATHING WITH NEW EXTERIOR GRADE PLYWOOD _ ICE 25 YEAR ARCHITECTURAL ASPHALT SHINGLES CE♦WATER SHIELD ENTIRE ROOF SURFACE GENERAL NOTE5: _ - \ PREFINISHED ALUMINUM DRIP EDGE - _ _ NEW ASPHALT -ALL NEW WINDOWS AND DOORS SHALL COMPLY WITH BURRING y'r'�r - NEW ASPHALT_ _ �_ EAVES AROUND ROOF TO '� .,�T - L` - ��-SHINGLES CODE REQUIREMENTS FOR COASTAL IMPACT RESISTANCE - SHINGLES - _ --' -ALL WOOD IN CONTACT WITH MASONRY MATERIALS SHALL BE -� ALIGN TO EXISTING EAVES - �4 L r �_PRESSURE TREATED _ _ _ _ AT BALCONY 1 \ CIO NEW 3G'x 5'-G•ANDERSEN - �.._p. -.:� ..-.. ADD 5ERIE5 DOUBLE-HUNG WINDOWS - - - •�RBB� �.Q . WITH 5ASH LIMITER _ - •'-I COLONIAL GRILLES. TYP.ALL WINDOWS U.O.H. _ ALL WALLS EXPOSE WN.1-S LEATIN SHINGLES TO _ - __ EXPOSES AN,ROTTED _ .-REPLACE ANY ROTTED OR DAMAGED ROOF SHEATHING WITH NEW EXTERIOR GRADE . PLYWOOD - . _ .INSTALL NEW AIR BARRIER.TYVEK OR 1�••1 0^O U1 - . - - - EOUAL-TAPE ALL SEAMS PER - MANUFACTURERS INSTRUOTIONS _ ^1 �-'I T.D CLOSED CELL SPRAY FOAM INSULATION TO _ FILL THE STUD . NEW ANDERSEN —� - -2-BLUEBOARO AND PLASTER _ rQ W W . - 4005ERIE5 - - -DOUBLE HUNG WINDOW WRH - .. COLONIAL GRILLES. -NEW ANDERSEN 512E V.I.F. NEW5/rZPSHEATHING-TAPEALLSEAMS PER MAIIUFAOURERS INSTRUCTIONS 4005ERIE5 41EFERTO STRUCNRAL DRAWINGS TOR ROOF RAFTER SZE AHD SPAONG CASEMENT WINDOW -INTALLZS YEAR AROIRECTIA-ASPHALTSHWGLE5 - WITH COLONIAL -3'WIOE I(I.WRIER SNIEIDAT ALL EAVES,VALLEYS,HIPS,RARfSANONWFS GRILLES. AOSED.EELL SPRAYfOAMINSULATION.MIN R-30 -SEESECTION -PREFINISXED AWMINUM DRIP EDGE DIMENSION$ - - .SEAMLESSALUMINUMRSTYLEGUTTERSANDODWNSPOUfS V2-BWEBOARD-AND PUSIER _ r y { NEW CEDAR - ' SHINGLE SIDING TO MATCH TOWS. 5TONE FouNDFnoN '— TO REMAIN - ca U CO PQ Left Elevation Rear Elevation 4 A- 3 2/4°J�R'• ' B 'i .� I REFEk To SHEET A9 FOR .. Q PLATPO ._.__._ .._.. ADJUSTABLE LED STRIP USFfT' .. \ RM-DETAILS . 3000R.PROVIDE.GUT5nEET - \ \ •. FOR FIXTURE APPROVAL - 1 DECORATIVE PERP-METAL PANEL . TO ALLOW LIGHT THROUGH CU5TOM STEEL LIGHT CAVE _ R COVE STRUCTURE AND ATTACHMENT TO 5UPPORT 300 LB LOAD OF CLIMBER TOWER '- ENIKY .1 / SIDE � � bjO NQY Light Cove Detail Roof Plan ^ 0 0 o�a w CVSTOM 5TEEL LIGHT COVE ALIGN TO TOP OF DOOR-WAY ' -1 ATTACH TO SUPPORT 300 U3 'I LOAD IF CUMBER GRIP5. PROVIDE SHOP DRAWING FOR APPROVAL OPEN TO BEYOND cz i Elevation of.Door A-8 eD a� i }•s 3 GALVANIZED - LAG SCREWS! - . WASHERS TWICAL . . - FOP.ALL - CONNECTIONS TO . PERIMETER FRAME _ COMPONENTS I I GAUGE O }'GALVANIZED STEEL - 1}•x 4}'CEDAP,PERIMETER. WIRE ME5h - �— PRAME 5 - 2'x b'CEDAR % a - 5UPPOP.T5 O p v\ / ILl }•SUPPORTS x'4}'CEDAP.5IDE I{•x4k 5 / Y CEDAP.CENTER. v -SUPPORTS . I}•s I:• CEDAP �\ COMAINMEM \ .POSTS N JII e DIAGONAL BRACE \ 2}'S5 WOOD SCRtlMS! \ G.x 6'CEDAR CENTER.P05T5 �•s 3 U GALVANI2ED'I.AG _ .�/ FINISH.WASHERS ` 5CREW!FENDER WASHER. WI ALUMINUM �—12• DE ALUMINUM %/ FLASHING TO \ 'PLASHING BAFFLE GAURD k PROTECT INCLUDE 5 BAFFLE TO INCDE FOUR TA85 � y AT THE TOP TO ATTACH TO THE OF THE EXPOSED GRAIN S CENTER P05T WITH I}'WOOD SUPPOPT5 AND O 5CREW5!FINISHING WASHERS THE CENTER.POST REFER TO STRUCTURAL •!7 1 DRAWINGS FOR CONNECTION V m alD u�i Plattform Frame Assembly 1 Osprey Nesting Plattform Section 4-J . IP/..1J\ sif`l--ill °wa a w N }`CEDAP.CAP STRIPS U . - I I GAUGE}• GALVANIZED STEEL .. . WIPE MESH 15ELOW -. I.}-SQUARE DPI 55 WOOD w SCREW!5S FINISHING O WASHERS USE THROUGHOUT t9 00 AT APPROXIMATE LOCATIONS G U bA � V] . l � - .. I}'r}•CEDAP CAP 5TR1P5 .Cd a0 W 3 _Cap Strip Assembly A-9 i T/a" i'•o" �1 R EXISTING ROOF xn RAFTERS . SSIOYAI EN4� , CILPS GENERAL NOTES: . NEW 6" LVL 1. ALL WORK SHALL COMPLY WITH THE MASSACHUSETTS STATE BUILDING CODE BELAY SUPPORT I EIGHTH EDITION (780 CMR). 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. .� 3. DETAILS ARE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS APPLICABLE. Q ADD 5/16' DIA x 5• LONG I .4.'CONCRETE WORK AND REINFORCING STEEL SHALL COMPLY WITH 'THE BUILDING •rA •RMBERLOK SCREWS CODE FOR REINFORCED CONCRETE* (ACI 31.8). INSTALLED DIAGONALLY o 9 5. CONCRETE SHALL BE 4000 PSI AT 28 DAYS, 3/4•AGGREGATE; 4" MAX SLUMP. 2z6 AT 16• 9' N THROUGH EACH WALL STUD AND ROOF RAFTER INTO 6. REINFORCING STEEL SHALL BE ASTM.A615 GRADE 60 FOR BARS AND ASTM A185 FLOOR INFILL HORIZONTAL PLATES 3/4" PLYWOOD i 1 .7. EPDXY ANCHORS TO BE "HIT HY-20" BY HILTI CO. FOLLOW'SUPPLIERS RECOMMENDATIONS C x8. i FOR PROPER INSTALLATION. 8. STRUCTURAL STEEL SHALL BE ASTM A36, GALVANIZED. WELDING TO BE E70XX..ELECTRODES. 2 9. FRAMING LUMBER SHALL BE SYP OR SPF NO. 1/2 GRADE, OR EQUAL, I9%MC. EXISTING STUD WALL FRAMING EXPOSED TO MASONRY, CONCRETE; OR THE EXTERIOR WEATHER'SHALL O ENS BE PRESSURE TREATED. - / R1 10. PARALLEL STRAND LUMBER-PSL•SHALL BE Fb=2900-PSI, E=1900 KSL p' 11. PLYWOOD SHALL BE APA RATED, EXPOSURE 1, T&G, 3/4- FOR FLOORS, EXIIS NG STONE p o 5/B''FOR ROOF, AND 1/2• FOR WALLS. ADD'MSTA21" STRAPS I 12. METAL CONNECTORS SHALL BE BY SIMPSON STRONG TIE CO. OR EQUAL, - y 3 I EACH WALL STUD AND I GALVANIZED, SIZED FOR THE MEMBERS JOINED. REFER TO MANUFACTURERS z CORNERS SPECIFICATIONS FOR'FASTENERS. PROVIDE CONNECTORS AT ALL JOIST TO BEAM, w b EXISTING 2x12 JOISTS BEAM TO BEAM, BEAM TO COLUMN,AND COLUMN TO FOUNDATION CONNECTIONS. 3/4" PLYWOOD _ _ INDICATED IN PARENTHESIS AS :H8" ON DETAILS. H�� THIRD Fl(�OR PLAN 'cya�a' /I SCAL8 1/8=1� ADD 2x12 BLOCKING) (2)-2x12 SEGMENT D RIM _ _ - 0 AT 24"IA EPDXY A CHORS . BETWEEN JOISTS AT-24.ON CENTER _ �H6" ANCHORS EAC -JOIST 0� EXISTING STONE cam. WALL r� SECTION AT TOWER'. ��\ EXISTING STONE v . 1 SCALE 1/2'=,'-0' � WALL - Hi 2 8 iT 1 - '�Q � FJ_ _ 6 5/ -P YW OD +�. W+ ,0,� r8E LYWOOD C,6 STEEL 3-0- II - `�! � a (2)-2x6"BLOCKING - C6 �� BOLTED TO WEB / C6x8.2 - �z 2x 2. IDG =I Q C WITH 1/2" DIA I - ttl THRU BOLTS AT 16" -SEE BELOW \ PT SILL `t TED TO FIT1' NEW 2x6 STUD - 1 r I u w a+ I �\ WALL BELOW N A EPDXY EXISTING STONE p L4x4x5/16�"I I 2x6 AT 16" � \ I THREE'SIDESS AT 16" OC WALL BRACE I FLOOR INFILL . 'NEDMENT 3/4" PLYWOODSOLID'BETWEEND STONE /moo 8x6x,/z'PLATE EXISTING 'RO p L (2) 3/4 DIA EPDXY RAFTERS ANCHORS, 5"APART _ .8" EMBEDMENT GROUT SOLID BETWEEN - PLATE AND STONE 1/2" MIN _ - H1 --WALL HEADERS ARE (3)-2x8 ROOF P SECOND LOOR PLAN L7 - STONE LINTELS ARE (3)-L6x6x5/16 2 SECTION AT PLATFORM SCALE:. 1/8'-V-O- SCALE: 1/8-1'-0 GALVANIZED, 6" BEARING SCALE ,'/2•=t'-0' ou 2x12 RIDGE +•+ - 170• CUPS _ .. .. E'•i .'� EACH:RAFTER - REMOVE EXISTING EXTERIOR - 'BALCONY OUTSIDE,OF EXTERIOR WALL - O - 0 . - - EXISTING STONE t 1i8 DOUBLE 2z12 AT WALL - _ O c, EACH OF (8) CORNERS O O (� O O Q (• 1 OQ . - / 2 12 I . �-(2)-2x6 TOP PLATE 1 7 N . "HB•ANCHORS EACH - _NEW 6` C NC SLAB ON GRADE. RAFTER. 1 xW2.9 ...._...-.._.__ .._.._.. _.. ..._ _.. _ .. ..._.....__._ ... 1 _1 N. _:-N.._. _�(STUD.WAI.L. ... WWF 6 6 W2.9 It rA NEW 2x6 AT 16" --- � ABOVE. r . .STUD WALL _ It .1/2r PLYWOOD .. l 2 / - WALL ABOVE SHEATHING NEW 2x6 STUD O THREE SIDES V •Cd` - �(2)-2x12'PT SILL '. i 5 8 DIA EPDXY ANCH 4$""OC, 8 EMBED _ _ `\ � _ - ��•^ . P. / F-1 . .. p IX STONE REPLACE EXISTING 2x,2 - �• .. WALL WITH NEW WHERE'REQUIRED .. SECTION AT WALL 'FOURTH FLOOR PLAN FIRST FLOOR 'PLAN 1 SCALE 1/2 SCALE 1/8=1'-0'. SCALE: 1/8=.i'-0• - ,I h 0 0 h 0 0 I BAR SHOOTING RANGE BILLIARD'ROOM BOILER ROOM ❑� W ELECTRICAL ROOM C- 57�O�A..: -______-. ` BATHSAFE STORAGE 9TORAGE WINE ROOM � - A Ha aldl, J, g' o � t0 4-J POOL N CABANA a �3 00 U 1T BA Wd 4_ O �WP. EX-B N 0 N d € �i SUNROOM - r-r ct4. i EATING AREA DINING ROOM '8 Y ewiw4 LIVING ROOM LIVING ROOM - �0P___ KITCHEN ENTRY mBBc-,v]•to A.1— 1- '1 C�a VT cevN4 BACK ENTRY ' ' U BATH B. ___I; \ r_______ ow COAT ROOM tw. BATH VI � •rl � ,L eUVYDc G Qtl aAurTRY � bD ] C 4, ; - _________ v DEN BATH - ^ U H aaa�J•iii g�n'S BEDROOM ENTRY V W SAUNA /f T BEDROOM CABANA CHANGING ROOM 8 B�jW 00 U BATH BATH R o Ba � � tr O td g k.rZ 5. a & EX-1 • o Z- .1eNxea �-1eIMM.Aaa—11 HOME OFFICE k I CL. ' BEDROOM BEDROOM x-s nir ctc. r-------'--- CL. i�vY CLo. v v c— CL. CL. BEDROOM CL. U 3 rr nc MASTER BEDROOM CL. BATH r Lo T- P/ G CL. t ua to•I. fP I. c:f__•___ L/ eN to •r-4 VJ r BATH ^ 3 CL. BATH f BATH W /VSd, ________K-Y etc__________________________ Pux nc �,'-lor Cw. CL. Ra � e-i IiY � q2 AA -} L I VING:ROOM U 3 ae.LnJ ' -j-cotL,sR PLAT CLG. - 9eCOtLAR i t3V iP DINING AREA i OO PLAT ZLG KITCHEN O. 8 0 0 � i I v]cL .dN... ]•cLG. A O W BATH 4 pp /7 x�.�Y 9 00V U Pb R O p p B v O 0 LT,Ll+I C h EX-2 I rn C - O .N �i CL. , BEDROOM -- CL. r-5'aneewn« BEDROOM BEDROOM STORAGE i �Ov Be 41 a„-n ,t VT<W.i �oP Been BOTTOM ' 1'-e•eveew�LL UTILITY ROOM BATH 1V�-F CL. U ' ? LF N Vi W N Q '9 4 � y L� w E 4~ o 3 U)4-J 00 U EX-3 a GENERAL NOTES, LEGEND, RALLB TO BE REMOVED NEW*ALLS 'XY'iRAI�' O RXISYM RALLE TO REMAIN ��f0 r TA1�1�ARYYY.Ip t0a1r NM1W . ul TO 11OItr1 -E - ' � gorrrr wwL r wo>.enb wan eva.r - � tr' ' _:.oeAiu oawo r�us m r wwm, rW�rOAr IAII OA.Y TO M0 A.IIt.Gllp . ` ' T ` rb FY O.p 4-1 pair r u- N K Cl6 N K m N�QT•R II�,I RI R01p /'� �O/� EATNiG AREA � � ] DUNG ROOM 0 bA $fix "•• LNMG ROOM KITCHEN 'W' 11 /I F KITCHEN - ENTRY � K t oT BACK ENTRY �-•K a6 �K �]yr IZ�OK � -� I �e•� ��I U Ra a� 0 00 R g ' BATH r------- �------'----i----- ---- --------- - ' COAT ROOM N•C16 EATS! ; , U •p.l rA PANTRY HWKaYi + hD Oy Tti K a6 •� J 41 �T 66 DiBa= }y ISH BATH RMltN/NiOMIIG WOIL $ BEDROOM .:t Y ENTRY �Cfnol/ /4- BEDROOM . LOCKER ROOM ; FSi` wU) +.omu,o V /1 I• a W V TARa O r. z 3' Al Km wALLa pc.. emTpa wtLa To RlMAIM ��ro r TAOI w T11rw11Mo mnn wATI� � _ yg` P�^r.0 r wm�ere rwan wvnm N .__;wouTr srm wu ro r iroom 4 - wYl�Olr O11ALM I�rl O�MYY M TM R W�AY9 O O BAR c . 5MO0iT16 RANGG N aRLwm Roots /�A aOILCR ROOM ci 14-4 8 'RlCTOCAL ROOM sroRAcn --------. r r1 w ------ o ------ eArM eAre sTORAce •y A � t v ° arowArd eroRAae aroRAce� ree Boon � a� f � T � � ,F mm 8 LL &coV p WA a $ g A-R k i � '' street ZONE: RD-1 ' ; ��4Y MHB a , n Fnd 2 ` Area (min.) 87,120 SF (RPOD) Layout) M V� _ p I Fronta e (min) 20' f i tea: 6 1919 Highway 49.9 176• 019C . State 3' 72 /slat Y Width min) 125' Wide 3 SJ sty t w° 1a Setbacks: ~jr° h (40' W e 80_52, ,+E T°°., /A* Front 30' �� ,a��f�� � �-°- . -••.,...-_... ,.-.: S0�t1 ' N 10 - i sr Side 10' _ _ ,�r ; Rear 10' txardgnl�e 30'_Ffon_. --- - O ; Publlcz aBeBCtfrr. ; FLOOD ZONE: pEsM,Kg_ y E O^ - - s o Zone C & A13 (el 11) —-- CommunityPanel No. �J °j r Sep tic System 250001 0016D clzO oax ` ...... as per BOH ...................................... July 2, 1992 !+ y o records •grlck Wall #.. Storo9e o' o o ' 0- Locus Ma REFERENCES: p Q o P- ® , -7 Z Scale: 1"=2,000f' o LC Plan 88840 / / F .... J ..................... ' .Q j rT1 N O �O ': ,.. 10.3' n� .Dc / ProposedFo//y� ........-- = 3 fl� a OVERLAY DISTRICT. ASSESSORS RE .. o � " O AP — Aquifer Protection District Map 185 Proposed Conc Slab O j 03 P. W F co o q Parcel 015 For Pool Equipment �� %16' o Existing Brick Walls " o m o� _. co (5'6 high)To remain a x N°�N� �n �K `_.....d SALTWATER ESTUARIES PROTECTION DISTRICT 2� See Article XV Section 360-45 of Barnstable Code St o � �'; w•+ Di1 e//j�9�f:' . Brick W ' m t of 0 sty 9 A v onne g FEW.:........ —� F C t Zon grlck pwel�in9 A 3(E 1 " - FEMA Zone Line 0- 33'—' W Septic System Shall be Pumped at Least Proposed �= � •�5,�'� 33. 6i2p" See FIRM Panel # � New Poo/ CB/DH /. _l' 63 76�5 2s000l ools D rnar� sedantable 53.10of Fnd —%" 5;= - J 1 92 -t ..... �a :' 21 rev. y , Proposed Spa all c2 h ' 60. July 2 9 h i Brick W T(t t.: c # 803 6• — 2 Sty W/F __•� — er RamP �, 5 Dwelling Proposed F&Stairs \ � p`SN Of Y�s� <n Stairs +. Encroaching N ' & Landings Cry +►� Brick & Conc N_O p� f Steps & Landing - �O '+. CD o �i As Shown On LCC 8884 0 r. p '+. CD ° o RICHARD R 'A ,-�' � . � Top of Coastal Bank m ,� 1 ,� I L'HEUREUX. _ (Town Definition) NO. 34312 of � j'}' I D4►� q� �p � CIS E CB/DH . i,1i, Fnd ' dL ( Mean High Water __ --- -- ---- _ EI_18 NGVD 29) AL ,li, — —.—._ _.—._.—.—.- 0 10 20 30 40 60 80 FEET :' Ile River All, Gentervi _._._._._._ REV. 1 — 16/MAY/11 — Folly & Pool Equipment Slab. Sheet # Title: Prepared For: Notes/Revisions: Plan Showing Proposed 1.) The property line information shown was CapeSu ry Scale: 1 =40 Cosa Sullo Spaggio Trust compiled from available record information. Pool, Spa, & Folly At I Nominee Trust Services, Trustee 1 OF1 819 South Main Street 7 Parker Rood Bate: 77 Newbury Street, 4th .Floor 2.) The topographic information was obtained Osterville MA 02655 141MAR/11 Boston MA 02116-3077 from an on the ground survey performed on Barnstable (Cen tervill e)Mass (508)420-3994 (508)420-3995 fox Dwg: or between 071SEP110 & 14/SEP/10. copesurv@copecod.net C247_6gl I 1-1. - .- � I -------------- , ----,-- I----,-- ----,-,------ -------.---------.-l---- - ---..------- I- I- -- -�------------�---,-,--- --- ---- - -- -- — -- - r � I. , � I ,,I I I I I� - �. � I I I -C"',-,�1 ..", - �-7�, ,:��v�:-i-,� -,�,�I;-­,��, -— —1�-e -11 I I I I -- I . ;-, , ," - % : .11.,�' I -1, !, . .I �- :, �, ,%: I ;, . I :, .1 I � -� I I I- I- F � I,-'In �, . � ol-- �,� .:1 "I 1 -7-77---7—�''"'—, 7--71,-,-1-�� -, —�7-�-77�.--�, , I I I 11: � -I--------—1, ---, . . . - I I.� , ,� 11 7 7 - . ,7.r.�, � . , � -1- - - - . � 11 I , , I . 1. � I , I. I , I I I � . � . ,z. , I . . � .I . . I I I I � I, I . � I . , � I I , I - I 1, I I - � �,�11 , . I I . -7� ­ ­ - -.'--- ' � I I . .- : � � I . ,, I . I � � I 1.�I . 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I I I � : ,- - I�: I ,, -L 1. �- I I , I A r - I � : - - �I z - I . �, , :,. . - , , - I I I I I .I , � � . I I I I I I I -1 � , I- I I � I I- . '11, .-;,� , I bll�- , '�,, I � � - I I - I I. � - . - I - I - �. I I I r , , . -, - �, , I I'll 11:1 11 I � I I I I I I , ,� � I I 11 � � � :� , - - , '-,- I - I.. - '�� e"'.- ". , - . , %�� .. , , - - �� 1.,-�. �� I, . � .p I , ,- - - � ,� � -1 I .1 ,, ,", , �-v:�.,-,,, --: ,::,. , ,.��-,:..�,:�,�- L, - I I � I I 1, I- . �I � 11 - � I I TBM EI=28.10' (NGVD) 26•68 Top of Ma Nail 9 28x 738126X6 Legend: ` _ ` ' �° •X 2000 Granite Curb / n 29x Light Post • y * .,, e 20.00 �` -0 Utility Pole ° 20.00 28x5 N 80.58 0 Guy i 2sxs 2000, a Walk x l �% Elicv Irrigation Control Valve . Deciduous Tree pave Sid ..•r.. / 28x8 (Crown Size) 1. / re e W f Column w/Light i �/ Out) C� �� x5 oHW � Water Gate (round) tate i a Lay H'ghW 26x6 S 9 s' III Coniferous Tree Y 23xs.,............. z�x ® Drain i �. ... � ,'. (Crown Size) � -cz �,� , •.' �,. fi� x � ,Fe >. i . e 91 9 S - » W r 30.00 \ �° MN (magnail) r , .�� ,F,.. °�,° .._. •ae-G �. ............ ...... ....... 9 ( (� Wide ��, 1 g 6.8 22x4...................j.. i 5xa o x8 / ox 02 `ti ent Ede , _ N 3 � CB/DH Hy Hydrangea i I pavem - �'�` g•g % O ■ MHB ... Ci x �' � III A_ _ . ...._ _ - �• Water Manhole y5x2 -._. 72 ® *< o'• t,';fir •��, , 1� r ! / Y r� x_ _ ataW r - 176. f #819C 0 Misc Manhole 2297 �4. � e Cod germ -__ '-.. - , -'`• Mom,_ `-�-�.. -� � �� - 3 Sty Vent Pipe t ` ca -� _ ✓ \ 7¢f �' Stone ;rn • t� 2sxs SE TIC T `K ower OHW- Overhead Wires ��f l _ - Elevation Contour _ \ =29 25- Ur .:�':' ...sou 6 - - - _. 1 R OSE O +o es F „ 22x - 30 d::'.. - 9 S Utility Lines (underground) � -- - Y.. 1 ) !r J FF=30.1 - � •� �s� r v. 'F € t �' ��v.; 2,x5 �/ f Q 1 Sty -- -- --- Setback Lines .-_- � . ( . 30'min Front - 10'min Side _.... --. _.._...,� ,,:" _ -_.."".'�..."._' ".�. ,_ ../� .--" �.J �0 .f -lN/{ 1 - 41 S `�"`�� .3>:.'��`��! 'dross 'i• 1 rt 3 ?;,:. o.,z:.a:� EF --_GHW --_2 f _`_ _ . .- SEE 1 FLOOD ZONE: h AS RE IRED 1� „5 x �) Zone C & A13 1 1 (�t TH-2C :;Lawn Edge.. _ __�1 - �� �4 hl MCi P O. Locus IV►ap 1 .-73.21 \\ y 2 1 m Jul 2, 1992 C� so o o cP Y �t Y N • _ `, TH 3 I ST N SA o ' 0,. `\ 0 BE ABAND m �l #789 I Lawn 0t° c1 ` �` Lown1 OR REMOVEt v �1 2 Sty w/f , I .t Dwelling ASSESSORS REF.. �. g t ZONE: RD-1 Ic o o� �� \ �1: Map 185 <<i . Lawn �x O Lawn \ 1 Parcel 015 O { -='§epticsystem / 't •-• . `� 1.. Area min. 87 120 SF RPOD �) as per BOH CONFIRM UTILI Y PROVIDE ( ) ' ( ) records ,i l r \LOCATIONS PR OR � GLEAN OUT.. � Wldtha(ml'�) 12520 !" 4. .._ Setbacks: \ 1 TO INSTALATI `\ ! 11. �t 1 z i \ ... .. k Wall Front 30' OVERLAY DISTRICT: Sty W�{ ;/ ;; \ �9R.... \11 Side 10' AP - Aquifer Protection District 1 Oaro9e i j ( j Lawn Rear 10 d ,. �' e -' " .y 1 p ZX REFERENCES: -30 % + EXISTING Sy' Ewv o SALTWATER ESTUARIES PROTECTION DISTRICT LC Plan 88840 TO BE ABANDO tD, - �� OR REMO t o o See Article XV Section 360-45 of Barnstable Code Lawn 1 ? .........+�tih....:....... rt H o� 45.1 ! n w V Lawn ` f c� n �O l . � � �° ,. ' F fly , lCv .O '. 00 ���( !Q D°// :.•l0 1 • Lawn 1 m (j Gw _h oe�a� �bc 1 F, 11 o ---32-_ _" ,, .� DESIGN DATA SEPTIC NOTES PERC TEST: Qj i / -.30 \ p„ ,y'9• „` p � PERFORMED BY:ARROW ENGINEERING INC. 10.4' Qo \ ? tone s ii o~ PROVIDE r ,� Single Family 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours WITNESSED BY:THOMAS MCKEAN-TOWN or BARNSTABLE G American all w �./ -� \ S minou ° CLEAN OUT to -� _• 2 Bedroom @ 110 GPD Prior to An Excavation For This Pro ect the Contractor Shall Make MARCH T,t9a6 St. xxr ltu Y J . .Beech \ 1 y rIc I a Q\•c Over B. Are°. 'S, \�^ m No Garbage Grinder m Foil yo' /` N +\ porkln9 D' (TYP.� \� g the Required Notification to Dig Safe(1-888-344-7233). _ ........ D ° . U 0 Gal PD From Town 1.5 / • e d 1� ` N Minimum Daily Flow 330 G 2 The Contractor is Required to Secure Appropriate Permits 1., > , TEST HOLE-I EL.30 7 TEST HOLE 2 EL.3 r- O (n i a? Use a 150 Septic Tank Agencies For Construction Defined b This Plan. Top of Coastal Bank 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Tbe sod" Tof soB \ slat xwppd....;..-.. _ i.. n , (Town Definition) urePipean LEACHING AREA Be Constructed of Class 150 Press d Shad be Water Tested to s29.2 Z p ° z_ ep' LOW 1 330 GPD/0.74(LTAR)=446 SF Required Assure Watertightness. In General,Water Lines Shall be Constructed in sn TY suasoB" : su T r SUesoR: } '' 3� Icv '���{''�� u � '•'•�� � +6 �`�� w` - +2 � -151 SF Coordination With COMM Water,and Shall be in Accordance as' zc� as :. zzs o ? Lawn 11 Back Entry V FF=35.1 � N I - - W \ - ° '" � 1'• M Bottom Area 1 (IT-10"x 5'')=320 SF With.248 CMR 1.00-7.00&310 CMR 15.00. Bo. pod � H 1 FE A Zone n e L I n e 4.A Minimum of 9"of Cover is Required for All Components. MED.TO FINE SAND' MED:TO FINE SAND �? 1 xe Entry Will - x,3 1 % Total Provided=471 SF e4 P > #83 O \ Patio ( ed p°rch xs Inv out \ 33.1 98°R Edgeing 1 / �•\ See FIRM Panel # :. 5.All Structures Buried Three Feet or More or Subject F 2,� 1 P Cover Inv out, 1 � Stateto Vehicular Traffic to be H-20 Loading.It is the Engineer's Isc' ! n.7 144• 19.5 St /f ® 9 - z 250001 0016 D LEACHING CHAMBER DESIGN Rec°mmendationthatH-24Alwaysbeused. ,y w 1 R,25• "� - g g NO GROUNDWATER ENCOUNTERED NOOK WATER ENCOUNTERED welling 1'1 0 1 Sty £ a °rso i / r rev. July 2, 1992 All Pipes to be Schedule 40. Use 6.Install Watertight Risers and Covers to Within 6"of Finished Grade - -1 PERC RATE=2 MIN/IN 0 onne x ' 'r �/ 00 Gal.Leaching Chambers in a 1 C slate ' - r - r 1 C 12-14 x s ed Stone Field as Shown. Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber. r r Wa h F' own 7.Sep a System to be Lstalled in Accordance With 310 CMR 15.00 to 2 5 ,� 25' eP 1 •-......... EI=31.a' g19 le"ouA - Icv t -'' ,,,r _ FEM A Zone 248 QMR 1.00-7.00 Latest Revision and the Town of Barnstable & PERC TI✓ST. 14,262 �;... W }\/ 1 •� C PERFORMED BY:JOHN O'DEA,P.E.-SULLIVAN ENGINEERING \. �o I�� �`J gr r^ ,r :Q g13(LL11) Board of Health Regulations. SOIL EVALUATOR NO.2911 1 r o p W e I I i n 9 . ''-- l J� \ 8.All Piping to be Sch.40 PVC. WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTABLE ....... Brick - D m x3 "``ak r •' r . - 1 9.D Box Shall Have a Minimum Inside Dimension of 12",and a Minimum ECEMBER n zot3 \I own Sump of 6". \ -•.' L • q 10.The Separation Distance Between the Septic Tank Inlets and TEST tIOLE-3 EL.29.5 \ ° D y , - r lr' -- 0 Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend .: . 11 m .. concrete window Wau(2 ht�3 ,."� •� ,��'� --"/ _ ' '� a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14". 10.4' a i "/ 'Y r' / _ » 00 22^". zz7 o ick / r 'r W 20 Below the Flow Line,and Shall be Equipped With a Gas Baffle. B LAYER IOYR well(typ) .•-'' Br � r/ r".! ..,,. ...� � "',.,J -r r"`.- ,r /� 6 20 2� �. .r.r DARK YELLOWISH BROWN _ \I planter ° o /% ✓ 1 • ,,,,.• �''% 3 1 Septic Tank Shall be a 1,500 Gallon,with 2 Compartments : Q � .r" •„"" .-"`�-. ,•- '"'-� ''" r% 3.,3. 40 ' .' .hOAtvfY'COARSE.SANll.. ..:., 26.2 w w QQ � � 1� ,,,nl The First Compartment Shall Have a Volume of Not Less Than Cl LAYER IOYR s/s Edge p r _ / r '�% / ,QQ VT i 660 Gallons and the Second of Not Less than 330 Gallons. YELLOWISH BROWN / 1 ��� x __ CB D o lonter / QQ �.!� /r_ --� jf/r / r,' /¢�. A 1 MED. `. Fnd \ v 1 $P P a O .. .:,..._ ,_..:.. 4.4 �,,,, y 5 �-•' -�' ; �� :C, :•'' `r�1 OLIVE YELLOW ..'..- 60' 24.5 1 own....... �r - r // - , QQQ F x Concrete Deck - '- oc �r"_ - /` f ar Wo1Kw°y NocaourrowATERENcouNTERE° 1 ce 3 Over Cellar Entry -" I32^ MED.saND 1ss O fen Y - - - 1 2^ht i� w/metal fence _ --3(�_ f i Rome OQQ Brick Wall a- (34'"ht) - -- _ / _ _ - /l- wOod SITE PASSED 11 Lawn �QO - / 25 e -- __ . _ - _. - _ 803 lj't N&wLOn ings // f- # d 2 Sty W/F Encroaching Dwelling Flnlsh Grade - Brick & Conc N �gclac _ _ ..__ _._. _N - __ _. W _ - _/ ( - o Steps & Landing �•."i - �` - - J e3'M 1. - -.#0 _.. __ __ ._.._ r. - __.._ ..,.. .,,-.. ..•.'.. f,,. �,,,.. 'Y--•-,� 1 - - p. Compacted Fill As Shown On LCC 8884 0 N t l --- -'-''_ _. _ -� - , 1 / ,. _ -5 �1 Filter C-� '- _-._ ""_ „•_,.,. '" "_,--'-' .,•--' ' o _ Fabric �„ �, --�J _ _ •-- -'-._ �,.. .- � ,r- ,� _ .s �/ And/Or _ Y- N ._ ,..,- - �- _ _ _ " ,,.. ,,,..•-" -r 1 (� y �°s"'"s.F;vt" Pea Stone O ~.-•_'--_ -_� -_ _...... _- _ - - -- ....-'r, r' l, oe0k 3/4"- 1 1/ °d LEACHING Double Washed• N � O WO CHAMBER Stone _ _ - f" --' ° / 1 CROSS SECTION F -�.. ^ -. ' I I t`� O O CHAMBER - 0 -,-A_ - l 1\' / � ' r / � NOT TO SCALE AL Area 2 ✓' ' _ -. /. i i ..- ,r ,ram ;• ' � / .1 .,r ,,,,,•••" f„ r ,r /i' / I F.F. EL. 30.1 (Tower) r^b'"' ,/ // 1 / "�- / F.F. EL. 33.0 (Garage f. „r '~ / F.G. EL 29.0(Tower) (yP) -.'� ,,,r--'-' r, •''' // � I // F.F. EL. 31.0(Gara9e) F.G. EL. 28.5 See Note 6 t F.G. EL. 30.0 .''� ,r- / Ji1i� � Mean High Water CB DH g Health Department Stoff _ / r' _.. 1 a Z " ' rr' /• , , Flow E uilizers "- Fnd i N /' / E1=1.8 NGVD 29 ( ) As Required Approval Required. •\ r EL. 9.50 Tower in 1-`--- : ._._ ( ). 1500 Gallon f fin. Septic Tank Coverage. � rr EL. 29.50 (Garage "'� Depthional "`^-... -•-_, ...•-_.- -5 1 _.._ _ _- / /' i r.r _ Installer To EL. 26.50 H-20 -.--.--.---- -.--.--.- / / AL �� r Confirm Prior Septic Tank EL. 26.25 Too EL. 26.50 - --. - --.- .•-' / To Any Work See Notes 10&11 H-20 - -`' ,� •(A OF 111 ( - D-Box L. 25.83 H-20 .>_•...-_.-- 1,.. __ `...%` 1 .% - r' - - , _ -� -- .._ _._. ......_ ._..�'-,i .. <J >.I �- 5.50 Leaching ;? ' _ - _ . - - _ �'7�- To Be Installed On x " l _ .•1 ter' l/ / 1114. - . ..»- �� )_rC vr'rc '�i'able Compacted Chamber 0 _- i 1 i A Area 1 - 1 _ ,, 1 Ill. Bedding,,,T.s \ ...p - "-_� .� �_ [r) Inspection Port, If£CFcoOntGt'Pz1 2�emavr�G{�L,2plvice: ,� t`W. $16$ &Baffe/s AI{tirrsmYnble.SoBs Wrth,n`5 aG i - as Per Title 5 The Quter PRF,mB0 o The-Sys Q.M o �, __ , ,,., �, F�/STEREO ��� N \ / J1------ PerRiverTest��I I ,J _ Approx. Groundwater ,,,",�-.•-•'• cente a NOT TO SCALE .Per T.O.B. Groundwater Maps AL AL NOTES:. PREPARED BY. TI TLE: Site Plan \ o / sE3-2313 (,ssi) PREPARED FOR: a AL /' Pier Upgrade • �` ! �' Casa Sullo S a is Trust ('� 1.) The property line information shown was p 99 Ca eSury Proposed Se tie Upgrade �� �/ compiled from available record information, Nominee Trust Services, Trustee Sullivan Engineering, Inc. p p p pg PO Box 659 7 Parker Road 'r" ) topographic77 Newbury Street 4th Floor Osterville, MA 02655 Osterville MA 02655 At ' 3 2. The information was obtained , --- ' from on On the ground survey performed On Boston MA 021 16-3077 (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax T' F100t or between 071SEP110 & 21/0CT/13. copesurv@copecod.net 819 South Main Street Waad 3.) The datum used is NGVD '29, a fixed mean i Bamstable (Centerville) Mass- isea level datum. 20 0 10 20 40 80 Draft. JOD Field: RRL/MLL/WHK w Review: PS Comp.: RRL DATE: SCALE: rr r Project: 33032 Project: C247 December 31, 2013 1 =20 U) LEGEND: 0 WALLS TO BE REMOVED 5 0 NEW WALLS 0 EXI5TING WALLS TO REMAIN �j a 'V 6b'-92" 27- I z�� I'-O° 8 -- -- 8'-O" 30'-0" 31- 1` G'-10" ± 3'- 6'- 0" ± 3'- 1 " 6'- 10" ± 3'-1" 2'-10" LT lo Co N � I TOILET?? F•.15TING WORK 5110P 4 of ry ... �5T0 KAGIf OPEN GARAGE 77 Ln m • nuM ELEV. EX157INC GARAGE 51PACE5 i-4' - - Pl i FLOOK t ,�` ELEV. •I IrrIf- �� — C/� a d 6,N UP \N Per-- to , v \ hyy x ELEV. e �p D N l� 2 I � U J3Saa D N OPENING OPENING DN +-+ I=1r5t floor Plan 4-J 3/811= 1 1-011 �70DA R SrYp ry e N o o 4-J. o Q� N �l� uAa A- 1