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0109 FIRST AVENUE - Health
109 First Avenue Osterville A = 116 - 043 e f ��q I 5 M E A D - No.2-153LGN UPC 12134 smeadmom • Made In USA SUSTAINABLE FORESTRY INITIATIVE Certified Fiber Sourcing www.efiprogrom.org 311k b4 e- J-�- �a„, i �+� ✓sue" Cu..""g >, b a-3 �' TO";OF RARNSTABLE - LOCATION 101 T,t-S Wrye- SEWAGE# 2017 J/ ;I- VILLAGE L ASSESSOR'S MAP&PARCEL OW y 6 INSTALLER'S NAME&PHONE NO. Rtki exw\ A�0\,%_ !Z8-S-q0-170Zy SEPTIC TANK CAPACITY /500 4-10 LEACHING FACILITY: (type) !Scy�5 (size) 33.5 X 9* NO.OF BEDROOMS OWNER e. PERMIT DATE: COMPLIANCE DATE: �3 j Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A11A 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 a/ 300 feet of leaching facility) N Feet FURNISHED BY 6, 331-6 „ 6- aS" •s C� � w S .. i�c f No. Q / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9ppl cation for Disposal 6pstem Construction Permit Application for a Permit to Construct(V)' Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. ✓F— Owner's Name,Address,and Tel.No. 774 2/-Ay .� Assessor's Map/Parcel Designer'an Desi er's Name,Address,and Tel.No. a Type of Building: Dwelling No.of Bedrooms _J Lot Size � sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) %3Z ® gpd Design flow provided .344, Z 1 gpd TO Plan Date /;3 Number of sheets 213 4 3/3 Revision Date 2/ /-7 Title �1r`JS�Nto �6Lo;�►I,�SFGO /6 C//2sr /9V,6- Size of Septic Tank l,<® o Type of S.A.S. Description of Soil C'ofizSg "7b L0^4�1 S'>trvAS Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and mai "en ce of the afore described on-site sewage disposal system in accordance with the provisions of Title'5 of the Envi tal" not to lace a system in operation until a Certificate of Compliance has been issued b this B of ed Date Application Approved by Date / Application Disapproved byQr— Date for the following reasons Permit No. -p 1 7— (17 Date Issued `( �� No. � Q t ( / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: u/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYication for 33ispo sai 6pstern Construction jerrnit Application for a Permit to Construct(�< Repair( ) Upgrade( ) Abandon( ) QcompleteSystem ❑Individual Components Location Address or Lot No.f 09 f'/ts 1-/4 vE. 1 Owner's Name,Address,and Tel.No.0 74) r� GSTIC-AVjLG,r. a" s Assessor;s Map/Parcel Ct yrvTt//q Installer's N ffie,Ad`dEess a d^9e)j I�o e� � t! Designer's Name,Address,and Tel.No. .SG, ,V S'S/Z ie s- Type of Building: / Dwelling No.of Bedrooms Lot Size aS� sq.ft. Garbage Grinder( ) 1 Other Type of Building No.of Persons .. Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided ,.�` '�i �-- / gpd 7 01 .. Plan Date .31,31/ Number of sheets 213 3�3 Revision Date 2 Title f457 - 1 AQyPU5&,0 169 r1125? 4VAE / 057Fr2111Ct/6 Size of Septic Tank 6 Type of S.A.S. �1"�o `c 100113 r"OeS Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: t: The undersigned agrees to ensure the construction and�inaitften/�°nce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the of o rental-Co -and not to place a system in operation until a Certificate of Compliance has been issued b/tthis Bo .d of-1 a _.Signed e a _ _Date Application Approved by Date 7 /���/- Application Disapproved by9 Date 4 for the following reasons Permit No. d 01 7' (/ -7 Date Issued Y V1•7 a• r / THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance TIES IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(Vf Repaired( ) Upgraded( ) Abandoned( )by / at f �} 1 R-5 r"?W (9� Y/�G has been constructed in accordance L� withY(e`provi sio 'n of i'tle 5 an the for Disposal ystem Construction Permit No. 2 p l -/f7 dated Installer ►, C /01jU Designer ,�fqG/79GL77 4,1 FA, 1, . #bedrooms\ ,�3 Approved design flow z:13 44, 2— gpd The issuance of this permit shall nogt be construed as a guarantee that the sysje�will functio as esign d. Date �j 1 W r�t 112 InspecttM_ ` .. -------------------------------------------.___.___.-----------------------------_--------------------------------------________.:--------- .- No. 7 G i 7-// 7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ✓S Repair( ) Upgrade( ) Abandon( ) System located at /O T / 7'`I'l E 7 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. it Provided:Construction/must be completed within three years of the date of this permit. Date 11 l r �i 7 Approved by le2l Town of Barnstable Regulatory Services Richard V. Scali,Interim Director � lARNSfABLF M^� Public Health Division Thomas McKean,Director ,200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: .( Sewage Permit# 2617.J I*7' Assessor's Map\Parcel 116 -643 Designer: T�`il,/f oo )5iy6/Nfe 11t.e1W4nstaller: jZ�'/I ��N STi�iJ�j j a i✓ /riv es Address:/ 4*vE Address: f p 166 Jl c57// On �� COr> was issued a permit to install a (date) (installer) septic system at /6 c/ rll�srAv�e &�ieW05—based on a design drawn by (address) I�TILf91vy//� b/ Iwi,- mt dated (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. Strip out (if required) was inspected and the soils were found satisfactory.. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed wit o liance with the terms of the I\A approval letters(if applicable) �A OF M,q s� o MICHAEL.J.u9y BORSELLI o CIVIL. r (Ins is Signature) " 9 No.35054 FFSSlONAI EciGXN� (Desi s Signature (Affix Desigrie"r's Stamp Here) PLEASE URN 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. QASepticTesigner Certification Form Rev 8-14-13.doc I PRELIMINARY SeUEOfOR REVIEW ONLY NOT INTENDED FOR RUCTION � H3p 4o0-__-- ._ _—_----_—_— __-- • Wof 5WN a0 mb� mow J�sT nR sus r�ooRwn YY Q i I JQN u3 . m Q QN= C0 I I I aP �mm I . TOP OP rOOTING__- -—-—-— _ —- •_ _�__—- _ oo� LEFT ELEVATION - REAR ELEVATION P , y ewo rLR.em..00R _ - sT.-�sTonTe --------------- --- -- ------- Oz C� ,T eer00R �� ,R zO U� —1 w 4O �— >L T j i 1 W W W CO W� I I Q 0 Tar or rooTlxO _ N Z Z N —_ cc L IL 005 Nd FRONT ELEVATION RIGHT ELEVATION a0 WK ewe,v,r-o ec�w,v,r o 4 a o-4 1 1 1 PRELIMINARY PUN9165 ED FaR ' —.DE—Ro D S b N W J c Oj� OHO IMh mWN yp� ooN�, Wow mwul N< =Wa it Y II Jin aN 'n �Oa: GG � • ° L T ® ® 4 quo • Y 4 ¢ p B Q—m .—R—m Q O D U x x � Ya CAI1rfI k b 0u h b _ II II 8. u O13 z ZO[ <Zi q0 w a FIRn.e,�„ST,-o FLOOR PLAN 1000.5 S.F. SECOND FLOOR PLAN 1000.5 S.F. =p zZ ao f t7 J I— aeooxo��ooatl ss,.]e.r. �eaer� qZ aJ Lnanoe s],a.r. GnRnGe s],9.v. O W O W =o J0 a� LL0 O O W z In f O r a OO N ao w0 IL o<4 PRE SLIM ENARY DSD REVIEW ON ' - MENDED Z i F p�C LLl lot C mR'�i mom _ Q O I 9�\x� I • WSW u w $ ¢ GC mww = T a'"° _ } eeoaoon r IINI 0 "All,f.ARAL•E-4BD4 a_R_ • i ®� z ZR ��� f.REA`�,lE6oibE6� II I R„®f^ I � p i D BASH',- `VolIY��' � III Lor i I 0o a H LL PRO Poe,-;, 9WtE IN+1'�'nT0RpR1LL 5� N4 °.'w.n.r.v+ia..rvoourr. PRELIMINARY PUNBI 1'rtENDEDFORCONSTIUITION F wa , L N �J ----------- ------------ p C O r II I QJWN m O dl Ij OOW NF 1 1 - m W u a a II OCR ¢_x I W u Ij I WQN w p 4 I e m Q a o rc • I I I 4 �Ge °u 11 I F Ix ur"i • I I 1 - Roe u Y I I rt-I BATH TI 'L ee� E7W6'4 CO SD 3 . 4 bb UN Ai �y BEDROOM tl� tly BEDROOM tl1 CA-1 FF II - tn _ccc = -- = Oz z-y ® aJ TO J V i f IL r oe w —N ON ill ,L i f-e• s-a s-o• >-a - LL X - ---- ���-- ------ ---- ----- --- _ • O W 0 af O "t o° oox o = tld of 00 0 L) ~ uj at n 0 ao a PROPOSED SECOND FLOOR PLAN mc scum v LookToTr za w E—,.•..aa ,� o-4 PREL' 'NARY ILEO OR EJIEWO LY NOT U.IL • INTENOEO FOR NSTRUOTpN g H R-m 11- --=- - ----- --- - - - ----� R.==== - --------- - ----- ___ d) 00o Wr� wl T II li II II I � i i. i w a r .00,=--- ------------L------------ �mm mww FRONT ELEVATION 4=-- -- Q_1 =3 OC O I O WN T Q i OC Z LLN C)O �I Y PAR.eua FwoR _ _ G w Q Q 1—W Or z� wN C)W N y' i ; a0 LL L�_________� I t a71 REAR ELEVATION �J►� scuF in.—nToxrmuLs� rc4 PRELIMINARY 1 REVSVO LY EU NOT ' INIENUEO FOR RUCTION Vi H ��A� W �L � C . _`jii]= iEu�-Toe _ d) Y� Y w 0 J .. 1 Ord J OC .'�. Q'N~ Qix m K dI d. Q IWV ' IgI pI 1 I I I 1 ��a W o k T C'�"� ('_—T-------------------------- 1 fOC� 6u I . IK Um m I Y • ' �O U RIGHT ELEVATION ��'#444gEEE* p � x — z� 4, LLI } w p0 N FV F� Ox Q �w y, L t l r 0 Z Lu Qw O_O u~. Lu 0~ J �— L--- --- -- -------------r———————�— a°o Q LEFT ELEVATION � scueln�•+a��TOR�co-uis� or 4 PRELIMINARY eD wR (MEND DFOR W,�RUICTION • g N I s e C;p — — --_- _ — ReT �w.Ta 11DP 1a DP°T, :L (Kw Pnra ne.• ISILLINIL It .Yi. o; y I SSAL A..Yy 1- I Si.i." s 9W. Ix I" oir9 aH R �rowT IrrP, Ei I „ ROOP sNwLieaA°aoHY¢i - "L m f f oi7. e e yY r tam�� St.,_ OL g I I.I i xn xx HTx I. 13.12„. I En.o i{,_ _N.L 001A a,27`Rwp e N ee —— r - K W= o g I`I y:�"' I L T LE E Qom= wLLE9TABOVEPATlO i euLT^u`r P ' N r I� =W Q vSIST_ 1 R I — —1 I 1 a x to anrr O.c. _ S` wauunox Oren W Q IN IS n J L_._1 L_J I Iv a x t cox•xmu w°LL I e AL eR • m Q w I COATQ� pDw I E)A9EMENT I L x -1 MAT nrt K U a PL°ar ' ® z io�Nni�vivoa¢eTnRDev°x'I' I � ixwiniiOu =LL U �oI.P __ __________ ______ <2 ..o m 9 13 i :b I Y T'° QQ mw� Mw p�ooiw I _0NIT x N L7SIX WT 11Dxi xe`aPe°eoca � nT ra•eD._S r ON exD uuu - .�' _ e Pn ppp ?' IST FLOOR Ig ` e Q�oARD AS g $ -' --------- - - x t °r°•ea*"ex wr R'"e°PDieHe . - °o c miH u°wT V.ID.L SIATT Ner.ZY ITrP, x xDre _ ��� �ra Y CRALNCWACE II i 11 PR NOT eHoal"1 I I. 1 I. I tr. 3 Duao AaT rax /oe l Y ,,it.,i e 8 F FXISTINo.BA cvryFNT .I I 1 Neve :I — °P—TLx—_ ___—_ I I n° OR R i L91 A reR _ *w"A�ourPVAr yin wauurwu `.n N cR De, fir— g 1; "nweDlAurRrucvTNm' °1•-'��� 5 .awr T P I OA. xc R e T f IYE r I + I x %�e"DPloiENT°Avo°°a Rx - mooD uvT - I;I .. I .I Lore wn Hea ADATI SO4 BASEMENT FLOOR CA—L.ioNa AND NOTM - °a ee."u°r`co ulEDx - DROP roexDnTxx+ I —D w ui«n°eD°oe„�a `�.A G6c°eaoa�nR 1 L__ ______--_ J Pao PwD ro cR.De Z eOLTeD� ¢ a x co�I�n�uitue vw eo VAro NSTNALeR Q J 0 4 ( - C�VEREC PORCH I _ ___ ___ - +oc' T � Na — On .x =O QW s P ABOVE '"y • p —�'- I'I� l tL— `�'—Jlr Q� z U f (L p M—_ Lee,- z z rL INT ow o PDRDH Ae eenn r _ A SECTION o o =w WE:tR' O F• LL LL n NFAo ION PLAN o ra ea• c'a• rn /'w\`\ LOT coVeRnDe.Hn er, a r s4 �I Town of Barnstable P# Departitnent of Regulatory Services Public,Health Division_ - a Date use .� ie1p.A� 200 Main Street,Hyannis MA 0;6_6 ' Date Scheduled l�rh` Fae PA, � r Time Sort Suitability Assessment for Sew ge ispo al T Performed-By: Witnessed By: �J \N� LOCATION&.GENERAL INFORMATION _ � Location Address o9 rie5T��� Owner's Name 10,t�1e�4C4 Address /6`10 i ,1X.4$3 ?=14Ln'16,71q IE�G,/ivy-1/vC� Assessor's Map/Parcel: `�����4 Engineer's Name 17 A 64OF.*Ay L R rJE- NEW CONSTRUCTION X REPAIR Tole hone# J:AM try i-! ram- . as q s Land Use-1 as IDS.0 J�•(It A ZL-• i G�p d Slopes M Surface Stones Distancea 8-om: Open Water Body ft Possible Wet Area X 0 ft Drinking Water Well Dralhage Way >,So0 ft Property Line 1 2. ft Other �4 L $ ` SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pero tests,locate wetlands-in proximity to holes) =Qk90T� x — -- - , Og ✓E(' P��N OF tilgss MICHAELJ. �yc D BORSELLI CDCIVIL y No.35054 O k 7� • - t P_s 7 Parent material(geologic) GO er ZA T= S Rti' O Depth to Bedrook � Depth to Groundwater. Standing Water In Hole: > Z.5^. ?q Woeping frotrl Pit Fnea l� Estimated Seasonal High Oroundwater •Z�`— DETERMINATION FOR SEASONAL'HIGH WATER TABLE Method Used:RMQ tDiZNA_` 1A&A P Depth Observed standing in obs.hole:-_ __ __ In, Depth to still mottlem: Depth to weeping from side of obs.hole: In. ,Groundwater Adjustment tt. Index Well# Reading Date: Index Well level__:__M�, Acj,•fhetor Ark,Clrnundwater 1 evol PERCOLATION TEST' W83-1, Time Observation Hole# Time at 4" `t q Depth of Pero 40 Time at 6" ' Start Pro-soak Time @ __ Time(911•6") Z '�'ovR.�•,p Z.� G�4Ltrow d� ' End Presoak W A'Tt—�L 1 Y`, r}o L..F t►\: •1►iSS s ) Rate Mlu./Iuch 4 rJ Site Suitability Assessment: Slto Passcd �. Sitp Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Re Compte"ted on Back ***If percolation test is to be conducted within 100' of wetland,you must first notify the, Barnstable Conseirvation Division at least one(1)week prior to beginning. Q:\SEPTIMERCFORM.DOC �o�y�V-5 DEEP•OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Soil Texture Sdil Color Sall. Other Surface(In.) (USDA) (Munsell) Mottling (Stnucture,Stone:;;Boulders, o rsistency.96'Oravell 1 Z" 5 A•Na 10 t. cdetaas* f 36 tZo G b Z.5 Y`Z 1Lt Wows DEEP OBSERVATION HOLE LOG Hole#_ - Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsIstency. S El' W1.•� � 'S V Z.•. ." • a DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Sall Color Sail Other Surface(In.) (USDA) (Munsell) Mottling (Structuro,Stones,Boulders, gonsintanoy. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sall Texture Sall Color doll Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, 0FAt p �y Flood Insurance Rate Man: MICHAEL J. , Civic 60IVILLLI rn Above 500 year Mood boundary No— Yes--If/ 8 o 9 No. 0 Within 500 year boundary No_SZ Yes Alp S T EPA�FQ AL Within Within 100 year flood boundary No,�Z Yes Denth of Naturally Occurring Pervious Materlgl Does at least four feet of naturally occurring pervious mtiterial exist in all areas'observed t pughout the area proposed for the soil absorption system? 1✓S - �' If not,what is the depth of naturally occurring pervious material's,.____..�_.... .. Certification Ar'PR1.L 'k I certify that on (date)I have passed,the soil evaluator examination approved by the Department of Environmental Protection and ihat'the above analysis'was performed by me consistent with the required training,expertise and experience described in 10 CW15.017. Signature Date s-30 L7 Q:\S.BP'rICwH1tCPORM.DOC Commonwealth of Massachusetts Title 5 Official Inspection Fora o Subsurface Sewage Disposal,System Form - Not for Voluntary Assessments; 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is required for every Osterville Ma 02655 8/18/16 page. Cityrrown State Zip Code Date of Inspection` =a D. System Information (cont.) ` Sketch Of Sewage Disposal System: Provide a view 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..Check one of the boxes below: ` ® hand-sketch in the.area below ❑ drawing attached separately . f III 5�z� t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 L Page 1 of 1 Miorandi, Donna From: McKenzie, Marybeth Sent: Thursday, April 13, 2017 3:53 PM To: Stanton, David; Miorandi, Donna; Desmarais, Donald; O'Connell, Timothy Subject: 109 First Ave, Ost David Parella 508-521-3899 came in on 4/12/17 around 9:25 looking for a septic plan sign off and 3 build permit sign offs. I took his number and told him I would call when it was done.The first thing that I noticed were the notes Donna made on the inside of the file. She was requiring the septic inspector to change the inspection report from 2 to 3 bedrooms because the owner stated that it was always a 3 bedroom and they provided floor plans. Donna had talked to Bortalotti and about the update of the inspection report in Aug. 2016.The revision was not in the file so I called Bortolloti and requested it again.These notes are on the inside of the file.They said they didn't know anything about it, but they would speak with the inspector and fax over the change.The inspection report doesn't give dimensions of the pits.There isn't any info on file either, but they are assessed for 2 and are on a 7,507 sq ft lot and are in the estuaries. I reviewed the plan and it needed the following revisions: elevations on pert data, existing pits not shown on plan, no math with the design and the bottom sq ft should be 301 (33.5 x 9= 301.5) he had 297 sq ft, BM is not noted. I called the designer and left a voice mail for him to call me back, but no one has called as of yet. David also made a note of the corrections and said he would let the designer know too. I made a note on the house plans that there is no living space in the basement. David Parella came in that afternoon looking for the permit, when I explained what he needed he said he would come back Fri.with the revisions.The denied permit is on my desk along with the 150.00 check. He took the pert test back with him because he said we lose stuff.There are 2 sets of house plans, one with the septic plan and one with the photo copy of the building permit sign offs. I will not be in on Fri so the file and plans are on my desk. Mb 1 4/14/2017 t { r � I l r 'I � � ,� �v/ i L��� G� `� ��%�� 4 �� �� _ � r lvv � 1'� YV f ^ i ��• nn i � - III I i � 'yw " 3 ?A � t i C �fGtv Q Y i vy I j ry�y ... .y PPP'""" a f - _ Roo M h r Pro- 1J,, FIRST AVM - �d zy Commonwealth of Massachusetts ��rlP "� 7 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a 109 First Ave e � Property Address Hemid Keramaty Owner Owners Name �} information is required for every Osterville Ma 02655 8/18/16 page. City/Town State Zip Code Date of Inspection m Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your cursor-do not Michael DiBuono use the return Name of Inspector key. DiBuono Sewer and Drain reb Company Name 8 Johns pathPA _ Company Address S Yarmouth Ma 02664 City/Town State Zip Code 508-364-9587 S103522 Telephone Number License Number B. Certification 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 ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 8/22/16 InsRector's Signature Date The system inspector shall submit 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. ****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. 15ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 s. t Commonwealth of Massachusetts _ _ W Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 109 First Ave rProperty Address Hemid Keramaty Owner Owner's Name information is r Ostervllle Ma 02655 8/18/16 page- City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/ always complete all of Section D A) System Passes: ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: System contains two Cesspools. one is acting as the septic tank, the other is dry and leaching properly. Recommend replacing oran ebur pipe. . 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. Check the box for"yes", "no" or"not determined" (Y, N, ND) 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. ❑ Y ❑ N ❑ ND (Explain below): 15ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 P� 4°y Commonwealth of Massachusetts W Title 5 Official Inspection Form' Subsurface Sewage Disposal System Form - Not for Voluntary.Assessments 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is required for every Osterville Ma 02655 8/18/16 page. CitylTown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): 0 obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C Further Evaluation is Required b the q y 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 15ins•3/13 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 3 of 17 N ,iJ Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is required for every Osterville Ma 02655 8/18/16 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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 fecal coliform bacteria indicates absent 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: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool El ® 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 Y2 day flow t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 r E ady Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is Osterville Ma, 02655 8/18/16 required for every _ page. 'City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® 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 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No El ❑ the system is within 400 feet of a surface drinking water supply El ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ 0 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. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts _ W Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments .'" 109 First Ave Property Address Hemid Keramaty Owner Owner's Name requon is iredd for every Cisterville Ma 02655 8/18/16 requir page. City/Town State Zip Code Date of Inspection C. Checklist 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: ® ❑ 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(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 2 Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 fik Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is required for every Osterville Ma 02655 8/18/.16 page. City/Town State Zip Code Date of Inspection D. System Information Description: System contains two Cesspools. one is acting as the septic tank, the other is dry and leaching properly. Recommend replacing orangeburg pipe. Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ® Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if.available (last 2 years usage (gpd)): 119 GPD Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is required for every Osterville Ma 02655 8/18/16 page. CityrTown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other (describe below): General Information Pumping Records: Source of information: Not provided Was system pumped as part of the inspection? ❑ Yes ® 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) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 ;. �^. Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form = Not for Voluntary Assessments 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is Osterville Ma 02655 8/18/16 required for every _ page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 50+ years Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 2feet Material of construction: ❑ cast iron ❑ 40 PVC orangeburg ® other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Recommend replacing old orengburg pipe Septic Tank (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: '' years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: -- ---_----- Sludge depth: -- l5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments Y 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is Osterville Ma 02655 8/18/16 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 24" Scum thickness 3" Distance from top of scum to top of outlet tee or baffle 42 Distance from bottom of scum to bottom of outlet tee or baffle 1" Sludge stick How were dimensions determined? Tape Measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.):. No evidence of Ieaking,Tees and or baffles in place at time of inspection. Grease Trap (locate on site plan): Depth below grade: - feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 r Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 109 First Ave _ Property Address Hemid Keramaty Owner Owner's Name information is required for every Cisterville Ma 02655 8/18/16 page. City/Town. State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No l5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments \tea •, 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is required for every Osterville Ma 02655 8/18/16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is Osteryille Ma 02655 8/18/16 required for every -- page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: — ® overflow cesspool number: 1 ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 2 inline 14" Depth —top of liquid to inlet invert Depth of solids layer 6 Depth of scum layer 20 Dimensions of cesspool 8'x6' Materials of construction Block Indication of groundwater inflow ❑ Yes ® No 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 r Commonwealth of Massachusetts Title 5 official Inspection Form lSubsurface Sewage Disposal System Form - Not for Voluntary Assessments 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is required for every Osterville Ma 02655 8/18/16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): No ponding no break out Privy (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.): r l5ins r 3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal.System Form - Not for Voluntary Assessments 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is required for every Osterville Ma 02655 8/18/16 page. City/Town` State Zip Code Date of Inspection D. System Information (cont.). Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: hand-sketch in the area below ❑ drawing attached separately 1 r r it t5ins•3/13 - Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 IfN Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 109 First Ave Property Address Hemid Kerarnaty Owner Owner's Name information is required for every Osterville Ma 02655 8/18/16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 10+ ft feet Please indicate all methods used to determine the high ground water elevation.- El Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: Auger hole in second cesspool revealed NGE at 4' below bottom of cesspool Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form = Not for Voluntary Assessments ' ., 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is required for every Osterville Ma 02655 8/18/16 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ❑ Inspection Summary: A, B, C, D, or E checked ❑ Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ❑ System Information — Estimated depth to high groundwater ❑ Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file r . 1 l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 „ �Zj5V 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 109 First Ave Property Address Hemid Keramaty Owner Owner's Name information is required for every Osterville Ma 02655 8/18/16 page. City/Town State Zip Code Date of Inspection C. Checklist 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 r material ofconstruction,inspected for the condition of the baffles o tees, mate a dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with f disposal systems? information on the proper maintenance o subsurface sewage d pos sy t P P The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ 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(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 e kk GENERAL NOTES: FOUNDATION NOTES: CONTRACTOR SHALL VERIFY ALL DIMESIONS AND I. CONCRETE SHALL BE f'c-3000 p.-28 DAYS. 3-9 1 ♦ ]1-5 pp NOTIFY SQ DESIGN ASSOCIATES OF ANY b DISCREPANCIES.AMBIGUITIES.OR INCONSISTENCIES 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL O § PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS. ANY DISCREPANCIES.INCONSISTENCIES IO'DIA CONC FILLED V1 Kl 3H OR AMBIGUITIES$HALL BE REPORTED TO SO DESIGN SO 2. WITH ZB'DIA. 2.STAIRWAYS: ASSOCIATES PRIOR TO PROCEEDING WITH THE WORK. A)REQUIRED STAIRWAYS SHALL NOT BE LESS THAN BASE BIGFOOT BF-ZB(TTP.) o c 3'-0'IN CLEAR WIDTH. MAXIMUM RISE SHALL BE 3. THE SILL PLATE OR FLOOR SYSTEM SHALL BE �� O 8-1 1", MAXIMUM RUN SHALL BE 9'WITH NOSING NOT ANCHORED TO THE FOUNDATION WITH 518.0 BOLTS TO E%GEED -I/1 MINIMUM HEADROOM SHALL BE WITH 3'X 3'X I/1'WASHERS PLACED 32'ON CENTER 8"CONC.FOUNDATION 4'-4". AND NOT MORE THAN 12 INCHES FROM CORNERS OR WALL 13000 F.)WITH B)HANDRAIL(5)SHALL BE LOCATED.IN EACH STAIR --ACCESS END PLATES,A MINIMUM OF TWO ANCHOR BOLTS 15 FD N.DAMP PROOFING g 5Y57EM WITH MORE THAN THREE 13)RISERS,AT A EGRESS REQUIRED FOR EACH SILL PLATE.BOLTS SHALL WINDOW 51' TO GRADE ON CONT. 10"DIA.CONC.`` 9 HEIGHT OF 30"MIN,1 38"MAX.MEASURED EXTEND A MINIMUM OF IS INCHES INTO MASONRY OR KETED 18'W.X 12'D. $ONOTUBE VERTICALLT FROM THE NOSING OF THE TREADS. ---- SQUARE M.O. $EVEN INCHES INTO CONCRETE. CONC.FTC.(3000 ) MIN.rTTP.] - GSTALLE IN FL MIN.IN HEIGHT,SHALL L BUILT-UP 2% Z ^I d _ Ua INSTALLED IN FLOOR,PORCH.AND/OR BALCONY 4. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2.4 � �-- WOOD BEAM ITTP.) AREAS MORE THAN THIRTY 130)INCHES ABOVE A PRE55URE TREATED SILL. - '-- --- ---------------- FLOOR OR GRADE BELOW. MAX.CLEAR OPENING > _ BETWEEN RAILS)BALUSTERS OR FLOOR SHALL NOT S. FOUNDATION THE SHALL EXTEND AT LEAST EIGHT ----------- ----------------- ----------- PORCH ABOVE E%GEED FIVE(S)INCHES. INCHES ABOVE THE FINISHED GRADE ADJACENT TO O THE FOUNDATION AT ALL POINTS.EXCEPTION:WHERE 2%L P.T.91LL WITH SILL SEAL ANO AT DIA. 3.WINDOW SIZES SHOWN WITHIN ARE BASED ON SIMONT ON. ryA50NRT VENEER IS USED.FOUNDATION WALLS SHALL ANCHOR B'LT5 WITH 3'X 3'X;'PLATE u j I LINE OF DECK In m WINDOW SIZES 1 QUANTITIES SHALL BE VERIFIED BY EXTEND A MINIMUM OF FOUR INCHES ABOVE THE ACCORDANCE 5.BOLTS SHALL FOUNDATION INSTALLED IN O,nol 2%LEDGER ABOVE(TTP)---� Ix W 7 THE GENERAL CONTRACTOR PRIOR TO ORDERING. FINISHED GRADE. ACCORDANCE WITH THE FOUNDATION NOTES ^o: BOLTED W J m THE WINDOW MANUFACTURER SHALL PROVIDE THE L-------------- Z ROUGH OPENING SIZES. WINDOWS MUST MEET THE 4'X 4'.250- FOLLOWING CRITERIA: I]'_I}• STEEL POST .,._ •• O O A)GLAZING CLOSER THAN IIM TO THE FLOOR AND ------- = O N EXCEEDING 51X(4)SQUARE FEET IN AREA MUST BE xxxxx DROP r N TEMPERED GENERAL _ �j 4'MIN.CONC.SLAB 13000 p0 EA)EMERGENCY EGRESS: 9L EEPING ROOMS SHALL �m 10 MIL VAPOR RETARDER FOUNDATION �W N U) m W HAVE AT LEAST ONE 1N OPERABLE WINDOW OR STRUCTURAL NOTES'_ WALL 21 OC cn~ < EXTERIOR DOOR TO PERMIT EMERGENCY EGRESS q=0 L J Mf OR RESCUE. A REQUIRED WINDOW MUST BE I.STRU T IRAL UMBER SLAB ON GRADE Q O O W W W W OPENABLE FROM THE INSIDE WITHOUT THE USE OF ALL STRUCTURAL LUMBER SHALL BE fb=900 p,.MIN. 11 ` 1'MIN.CONC.SLAB(3000 pv) N Q F SEPARATE TOOLS AND SHALL CONFORM TO THE 2,CONVENTIONAL LUMBER Q (I'-5�' L'-U�' c' i L'-I1�• 10 MIL VAPOR RETARDER r M W 7 N 0 Q FOLLOWING: : 4 7 x 1.THE SILL HEIGHT SHALL NOT BE MORE THAN ALL FRAMING MUST BE 2'MIN.CLEAR FROM ALL MASONRY. FORTY-FOUR(44)INCHES ABOVE THE FIN15H ;• �� r � x W U FLOOR. 3.DOUBLE FLOOR JOISTS UNDER WALLS RUNNING - - - _ - - - _ - - - - - - _ - O Q Z 2.THE WINDOW SHALL PROVIDE A MINIMUM NET PARALLEL TO THE FLOOR FRAMING.TYPICAL. �„� - �---------------i CLEAR OPENING AREA OF 3.3.5QUARE FEET � • ' ' ' W 11n Z U) WITH A RECTANGLE HAVING MINIMUM NET 4.ENGINEERED LUMBER: r -------- J Q N CLEAR OPENING DIMENSIONS OF TWENTY r20) ALL ENGINEERED LUMBER SHALL Be fb-2.800 MIN. 12"DEEP SPREAD I 4'X 1"X L J L J I- n p" FOOTING -'f' .250"STEEL m Q INCHES BY TWENTY-FOUR 124)INCHES IN O P05T 13)2XI0 In W EITHER DIRECTION, IF A DOUBLE HUNG UNIT IS 5.LOADING: _ BUILT-UP Q. 0 O 3 USED THEN SUCH DIMENSIONS APPLY TO THE _ WOOD GIRT I LZ L)O BOTTOM HALF. ATTICS(ROOF SLOPE NOT STEEPER THAN 3 IN 12-NO to STORAGE-10 P5F A „ I m 3'-0'X Z U )` 5.DIMENSIONING STANDARDS USED WITHIN THE ATTICS(LIMITED STORAGE)-20 PSF J ` "' m 3'-O'X 12" m m DOCUMENTS ARE AS FOLLOWS.UNLESS OTHERWISE LIVING AREAS(EXCEPT SLEEPING ROOMS)-40 ESE �o DEEP TTP, I CAR GARAGE NOTED: BEDROOMS-30 PSF 2 X 10 FLR.JOISTS -_ CONCRETEQ O A)EXTERIOR DIMENSIONING AT BUILDING CORNERS STAIRS-40 P5F rcy 1"MIN, SLAB ON 10 _ z W REPRESENTS AN OUTSIDE OF STUD DIMENSION. as v.1c'O.C� d LL GRADE(3000 p l WITH LXL Z 0 B)EXTERIOR DIMENSIONING AT WINDOWS AND DOORS ROOF LIVE LOAD: �- --� Om 10 MIL VAPOR RETARDER Q N W REPRESENTS A DIMENSION TO THE CENTER OF LIVE LOAD=30 P5F O x _ _ _ _ _ _ _ _ _ p' W = THAT OPENING.FROM THE CENTER OF ANOTHER O OPENING.OR THE OUTSIDE OF THE STUD. SNOW LIVE LOAD C)INTERIOR DIMENSIONING AT STUD WALLS LIVE LOAD-30 P5F T cl U REPRESENTS A DIMENSION TO THE MIDDLE OF THE _--_ IB'WIDE X 12'DEEP 10'-t�• 5'-II CONTINUOUS CO"1 1' EARLY ENTRY SAW v Q m c E STUD. --- --- FOOTING WITH 2'X 1" D)INTERIOR DIMENSIONING AT STAIRS REPRESENTS - CONTRACTION A DIMENSION TO THE FINISHED FACE OF THE STAIR. � - ------- , KETWAY ITYP.) '; i JOINT ITTP.I i: p� L.5TRUD TURAL HEADERS 1 BEAMS SHALL BEAR ON THE - - - - - - _ - - - C-- --------- '1 6. c�r FOLLOWING: '' 4• n v"I�',l!�ii 1 A)DOUBLE HEADERS SHALL BEAR ON 4.4 WOOD _ 2 X 10 PLR.JOISTS r -, DROP FOUNDATION rn L_ POSTS. ABv.1c'^,... _ L J WALL AS NECESSARY 9 E non E B)TRIPLE HEADERS SHALL BEAR ON 1.4 WOOD AT GARAGE DOOR In POSTS. ]'-I] 3'-r .� _ = m~ C)STEEL BEAMS SHALL BEAR ON 3-1/2'0 STEEL e I "' o V 3 PIPE COLUMNS. ---------- --------------- L--_ -----_-----J p I D)LAMINATED VENEER LUMBER(EVIL)PRODUCTS d SPECIFIED WITHIN ARE SIZED FOR MICROLLAM , - --- ---------- --- BRAND. IT 15 THE SOLE RE5PONSIBILITY OF THE STONE = GENERAL CONTRACTOR TO VERIFY AND 0 2X LEDGE �H R p�p�,I � COORDINATE ANY SUBSTITUTIONS, LAMINATED BOLTED -� PORC - LIMIT OF SLAB G VENEER LUMBER SHALL BE HANDLED AND �.� ABOVE INSTALLED IN STRICT ACCORDANCE WITH THE - C MANUFACTURER'S SPECIFICATIONS. 0'DIA CONC FILLED ate, C 1.BEARING PLATES SHALL MATCH OR EXCEED THE SONOTUBE WITH 28'DIA. BUILT-UP A-1 WIDTH OF ALL BEAMS THAT BEAR UPON THEM. BASE BIGFOOT BF-26 ITYPJ 2%WOOD BEAM(TTP.) S.ALL DUCTWORK AND HOT I COLD WATER PIPING SHALL 11'-10�' _ 1'-T�• ]'-5• BE INSULATED AND WHERE NECESSARY A VAPOR BARRIER FOR THE DUCTWORK TO PREVENT CONDENSATION. FOUNDATION PLAN SCALE:1/4"-1'-O' LOT COVERAGE-E114.4 S.F. P OP FOUNOATON� ~W V W Tm W Q � T_II I�'111�� F _ Q 4 U t7 (Z OC aS° Z U Z riF NLu �Q O O Q to ~w zz ITYP.I o x F °P oFSFoo N� N V O U Q W W [L~ �4 SECTION A SCALE:1/4"=1•-0" SHEET.. 1N 2 0 2 d 6 8 10 Al or 10 _ k t o C �L 6 a z o deg Lu W d W k!CY 3'-I01' T._O. i� d r w UI \ J m BS 0' O O r?' 'C 7 OL = Or F.___. PORCH OC in ¢ m rc AZEK DECKING WITH Pi o ~ ~ FRAME SUPPORTED ON O O W W W W CD�© _ © _- CONC FILLED SON TUBES d) U Q ~ U - ZERO) O3 =W V CLEARANCE GAS +e —C 4 Z �FIR�EPpLA�CpE - W t L7 :-eGxAe-TeL1 Gk w'ba� DINING M1esEAr — — m fa"a N p w — C TIBATH — — — — —_r' O ° _ O 0 ® SOLID POST — C7 U 4"X V ABOVE EAT /1 ITYP.1 - O Z LL U l` O SOLID POST J BATH / m m FRANING PLANSJ HALF WALL - �����1 y Jy�� YaTILE wQN O_ m O ❑ +� TS 4-X 1'X TITLE T TILE 4 W Q�l W tie a+� .750'STEEL TUBE - + rx r�r-} o TS 4'X'" 4'% STEEL BEAK COLUMN _ L ^I-i ,III IIIII) IIII I�� .750'STEEL TUBE ABOVE IEEE - - ❑O U COLUMN FRAMING PLANE) m HOUR FIRE mm - A - ] RATED DOOR ;0 U�.8 TYPE Xf A oc Om iY 0 ® ® ISLAND SHEETROCK ON 6 � 010 CO SD 1 CA�''L�iJ4'�Ab&lh S.F- '' a Q 0 1"MIN.CONCRETE SLAB �' E� � f3000 O WITH LXL ga IO/IO m n W.W.M.ON COMPACTED PIASTER - -- - LVL BEAM m ® I U, GRAVEL ABOVE(SEE 8=a BEDROOM FRAMING PLANS) ® I a HARDWOOD Ory HEAT a SINK - 91-0 %l'-O"O.H. _ L T GARAGE DOOR I O i THICKEN SLAB TO DO p Q .. 17'AT DOOR A u I OPENINGS ITYP.I HER a �_ 0� I I Q Q SOLID coy P05T ITYPA (BLUE TONE) 1 k A'-O' ]-Ti- ]'-v' ]'-B' 5'8' 3 1 T O T O TT 'OU.RR V Wa Z ]3'-0' Q Q Q O FIRST FLOOR PLAN Z SCALE:1/4'=1'-0' of OfQ Z N of Q. J CONDITIONED SPACE a W O J U FIRST FLOOR-1115.1 S.F. Lu SECOND FLOOR-1131.8 B.F. In z Lu 0 0O _�� HW �oc� WINDOW 8 rI►TIO COOK SCHlCUL! W O W INCOW� m a c!)a TAG OTT UTES TYPE AROUGH (y MOODEL OPENING �� FL q f 3UQH DOABLE HUNG TU741f T-C X 1'-9 1/4' O Q ! R COOK 'CHlCUL! I- B Q 3114 DOUBLE HUNG i07111-7 4-10 V1'%1'-91/4' ROGUE VALLEY ROUGH (L ,r I 3W7H DOUBLE HUNG T87441-3 T-2 3/4'X 4'-9 1/4- TAG OTT MODEL HARDWARE DESCRIPTION OPENING 7 30714 DOUBLE HUNG TM437 Y-f VC X 3'4 VY 1 1 1Y7- DEL.BORE IS CASING 4-9/W JAMB PFJ 1-LITE 7 PANEL 41-V7'.87-1/2'.. SIDE DOUBLE HUNG TW3137-7 4'-101/1'X 3'-5 I/T THERM-TRU TAG OTT MODEL NARDIOARE DESCRIPTION ROUGH SHEET. OPENNG F I 307H DOUBLE HUNG T i'-7 3/T X VY OY I 5-7XJ 17-8.4-8l 081.BORE IS CASING 4-/8 JAMB PFJ l PANEL 34-VY.87-V7' 07H( G 8 3 ADN AUNN NG AION71 2-01/3'%Y-0-0 I1/2- 3 I 5-7f7(}8.4-8) OBI.BORE INS CASING 4-1/6 JAMB PFJ 9-LITE 31-I/2.8N/7' I 3W3/ DOUBLE HUNG TW7137-7 1'-101/1'X 41-1 V1' 4 1 S-7f7 1}0.f-el DBL.BORE IS CASING 4-9/6 JAMB PFJ 9-LITE 38-I/T.B7-I/7' 2 0 2 1 6 B 10 ..3'-C NOE%f-8'MGM ROGUE VALLEY SPECIAL ORDER DOOR-CONFIRM R.O.UBTM MANUFACTURER A2 OF 10 o a � r B 6 3 2 O g iA- � 3p S W � � 3 Z " N EIA 4� H ui W J m A-s I I I I a omLuEn no I f=i- I b QPZ m o0w �II sup ii CKLU2 "O ¢ <Z o �MEDIA ROOM W W a N z" BATH � mCARPET II�IIIII�I I �TILE J oV ow N �I = CARPET ccd Hpc o o m I CARPET TIBA EH _ I"� N LL 1L CA9 D OPENING I c U In to o U - ® ® w CO 5D a 8—'mE CARPET o a� I �EDRO CARPET m� I— - A I aim O EN TO BELOW (BEDROOM--�2.Oo u- N CARPET EN RAIL ITTP.J L b'. _'0 A I.......................... II b e I a _ D II II ' jjyy O L I —�h14 — -- — L 3'-,}' I'-10}' 10._D. ,•-6}' ,'-L}- �._Q. 3._D. 3._D. �._D. C i~W a w� QO SECOND FLOOR PLAN a a 0Le SCALE:1/4-1-0- U (K np� OU Z� if)Lu -1 Q a() LL(y2 a pOU WINDOW f. PATIO DOOR 8CMlOUL! ~W Z O N W INOOW9 p= O p TAG OTT uTES TYPE ANDERSEN ROUGH EEXTEERIOR DOOR 9C1-1=CULC W J 9 / MODEL OPENING TAG OTY ROGUE VALLEY HARDWARE OESCRIPTON ROUGH In a 1U p q l 311014 DOUBLE HUNG T62449 T-V%1•-9 1/4' MODEL OPENING D 3WH DOUBLE HUNG -111-1 4'-10 V1'X 1'-9 V1' I 1 4.2 DBL BORE Id CASING 4-%/11 JAMB PEJ IAA E 7 PANEL 44-V7'.07-V7'.. �� �Q TAG OTY iNERMA HARDWARE DESCRIPTION ROUGH O a 1 3WH DOUBLE HUNG TW2444-3 T-1 3/4'X 4'-9 V4' MODELL ROUGH 19 1 3WH DOUBLE HUNG TW137 7'-1 I/0'%3'-31/Y 2 1 5-210 I7-9.FBI DBL.BORE Id CASING 4-9/Il JAMB PFJ t PANEL 34-1/T.07-V7' 0- I 3WH DOUBLE HUNG TW131-7 4'-10 I/1'%3'-5 I/]' O3 I S-7t7 17-0.1-01 DBL BORE Id CASING 1-9/I4 JAMB PFJ 1-L1tE 31-I/7'.07-I/7 P I 3W24 DOUBLE HUNG TW432-3 T-1 3/4'%3'-S I/T 1 1 5-21713-0.l-0) DBL.BORE Id CASING 49/N JAMB PFJ 4-LJTE 38-I/2'.07-1/T SHEET: G U 3WH AWRNG AWIOI T-0 VS'%7'-0 I/T ..T-V WIDE%V-r HIGH ROGUE VALLEY SPECIAL ORDER DOOR-COXf RM R.O.WITH MANUFACTURER I 3UISM DOUBLE HUNG TW132-7 /'-101/1'%1'-11/1' �//��� M� 2 0 2 4 6 0 10 or 10 FIBERGLA55/ASPHAL7 ARCH.57YLE ROOF O °j 5HING E5 W%OLYEARAWARRANTTY I ON G'FELT PAPER 3 CONTINUOUS RIDGE VENT, z FALSE VENT 24'EACH END O g ICE AND WATER BARRIER 5 W S@e FIRST 3-FT.(TYP.1 1'-i'ON ccti VALLEYS ITYP.) FALSE GAMBREL TRIM O aSF 3RD FLR,SUB FLOOR 3RD FLR.TOP PLATE _ _ _ _ _ - _ - _ ]ND FLR TOP PLATE I X 3 AZEK PVC SHINGLE I ® r O STOP OVER I X 8 AZEK In PVC RAKE BOARD(TYR.) m W J \ m O Ewp O ]ND FLR.SUB FLOOR ]ND FLR SUB FLOOR 5.n� {j O IST FLR TOP PLATE --- -- --- -- - -- - - --- - Y�-\ - - --- - - 15T FLR TOP W PLATE �w tn m O WHITE CEDAR o O O W W W N 9HINGLE9 lTYP.1 a Q F W �0 °s m=U U ocW= moQ qzTw FINISH GRADE TO BE Ty � X 5 AZEK q 9DETERMINEDIN THE FIELD AT - TIME OF CONSTRUCTION BY 0O PVC CORNER W q N Z 0THE CONTRACTOR(TYP.) BOARD(TYP.) J tn 0 W N� � I57 FLR,SUB FLOOR 15T FLR 5UB FLOOR_ _ q(n r O O Z TOP SILL PLATE _ --- - -- -- --- - - ---- - - -- _ -- -- _ - -- - -TOP SILL PLATE F- W 3 -. _ __ _ - F-[Z pUO ''^ T F -.!L l,� a Lam,, -.p.�. i Lc 7T Z LL V m m "� c� � L 1u�r�$� ilr I I I .ri L u31, It L kmy q° ' 00 f �{1� � w.'-'i l :_.�..'y- m,.i.E Y1E..L'3_IIE ll.I. POURED CONCRETE m O m W W FOUNDATION P.) AND �E Z Z y Sq�y FLOWER �FOOTING9 fT7P.) _ BOXES ITYP.) �/ Q N W a W CONCRETE SLAB AND CMU FACED _-10-DIA.CONC.FILLED r O U I WITH BLUESTONE.STRUCTURAL SONOTUBE WITH 28' P05T5.WOOD FRAME ROOF WITH DIA.BA5E BIG1007 BF-] VINYL BEAD BOARD CEILING. e fTYP.> g fly TOP OF FOOTING _ __ TOP OF FOOTING FRONT ELEVATION �a SCALE:1/1'-1'-0' _ ~tc c E n$a m C B a S m - FIBERGLASS/ASPHALT ARCH. m STYLE SELF-SEALING ROOF 5HINGLE5 W/30 YEAR WARRANTY ON ISa FELT PAPER I. ICE AND WATER BARRIER FIRST �'' O 3-FT.(TYP.)I'-i'ON VALLEYS TYP.) _ 3RD FLR.SUB FLOOR _ 3RD FLR.TOP PLATE _ - - .f_ - 2ND FLR.TOP PLATE _ I X 5 AZEK PVC CORNER BOARD(TYR.) X 3 AZEK PVC SHADOW BOARD OVER X B AZEK PVC RAKE BOARD(TYP.I a O WHITE CEDAR SHINGLES fTYP.) ]ND FLR.SUB FLOOR _ _ _ _ ]ND PER.SUB FLOOR _ IST FLR_TOP PLATE _ -IST FLR.TOP PLATE - O 3 L X[POST(TYP.) q q O❑ U0 4,n LFINISH GRADE TO BE �V/DETERMINEDIN THE FIELD AT lL ZTIME OF CONSTRUCTION BY(T THE CONTRACTOR YP.)IST FLR_SUB FLOOR IST FLR.SUB FLOOR U_ = TOP SILL PLAT - (n Z <-if ``` IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIiIIIIIIIIIIIIIIINI'llllilllllll lllllllll JII11111111111i8 1 111 11111111 IIIIII _ O O y= -1u-u a w,-,I -) w `�;1� B I-W W.'TRA t,- - lt_11 -10'DIA.CONC.FILLEyU €,. 't� ,f7 1i1 r -T' _ LU 90NOTUBEWITH]8'DIA.BASE II I„x- 1--. I - - BIGFOOT BF-]B ITYP.I -M 1' 1 "''.:I n = CONCRETE PAVER Ptu ATIO PLACED ON POURED CONCRETEFOUNDATION In U COMPACTED GRAVEL AS REQUIRED BY I FOO NGS TYP.)L5 AND 0 q PAVER MANUFACTURER.LIMITS OF PATIO TO BE DETERMINED IN THE FIELD F' TOP OF FOOTING TOP OF FOOTING 0 q -�— - - - - - - - - -- - - C- _------- - - - - - -- - �- - —$- a --------------------------- p,) REAR ELEVATION SCALE:114-1-0' SHEEF:! f� �� 0 2 a 6 B 10 /��A\\�\\ 4 OF 10 I� A FIBERGLA95/ASPHALT ARCH. INSULATION LEGEND m STYLE SELF-SEALING ROOF j SHINGLES W/30 YEAR WARRANTY OPEN CELL ON 16q FELT PAPER URETHANE SPRAYED PP WHITE CEDAR INSULATION Z SHINGLES(TYPA C) I X 3 AZEK PVC SHADOW 12 BOARD OVER I%5 AZEK FIBERGLA99 BATT 5 W p S.SE� INSULATION L'L EDGE F NAILING: ct gl PVC RAKE BOARD IALL SEAMLESS ALUMINUM SL GABLES)(TYP.I GUT TER9 UM 5'DOWNSPOUTS TO RIDGE BEAM A9 NECESSARY 2 X 10 MINIMUM L'FIELD U E L5p BE ALUMINUM 2•.3'9q. 4'EDGE ON END WALL 98 FIB ERGLA53 ASPHALT I X L COLLAR TIES• GpY ROOF SHINGLES(30 YR.) 4'-O'O.C.WITHIN 2ND FLR.TOP PLATE - _ 2ND FLR.TOP PLATE TOP 1/3 OF AT - SEE SHEET E FOR R-35 OPEN CELL TIC FASTENING REQUIREMENTS URETHANE SPRAYED ' `�5 2 H s 12 INSULATION %6 AZEK PVC yII 12 CORNER BOARD ITYP.) R ® ISO ROOFING FELT I.T; r RUN PLYWOOD Z I/Z'COX.PLYWOOD 1Z i� - VERTICALLY O ON WALLS n SHEATHING 5.5 2 X 10 RAFTERS IL' - W J M 2ND FLR.SUB FLOOR _ _ _ _ 2ND FLR_SUB FLOOR _ D.C. 2X8 CE NG O> O p - 15T FLR.TOP PLATE (2)2 X L CONTINUOUS S n N - _ - n.. IST FLR.TOP PLATE _ TOP PLATE JOISTS Ie 11L'O.C. �W i0 '` 12 •T12 CONTINUOUS DRIP EDGE �i�'` �,�` F < m L X L POST ITYP.) - - NI. D FLR.TOP PLATE 0 N~ m~ - ALUMINUM GUTTER '`'..k; �0(n X 5 FASCIAS X 3 (2)2 X 4 TOP Ul 7 N O a STRAPPING•IL' PLATE Q 7 O.C. Z V FINISH GRADE TO BE =W DETERMINEDIN THE FIELD AT 7 a a _ VINYL SOFFIT Q TIME OF CONSTRUCTION BY 1/2'BLUEBOARD W/ � l7 (2)2 X L CONTINUOUS SKIM COAT PLASTER W � =IO THE CONTRACTOR(TYP.) TOP PLATE WALL/CEILING I J 4 N N O B' IST FLR.SUB FLOOR - _ I5T FLR SUB FLOOR _ �F Q - --- _ - _ _ _ - ._ .— �I. W - TOP SILL PLATE II il�lll llll r. TOP SILL PLATE - � O() Z iF. �� _ � � .qqpp+ ll�lliwiiI "'L_- 3r 2ND FLOOR HpK o M+n t1-.'iltirlu-JILT - - DOUBLE HUNG 111 71- II T{IIL;::iy.'11-,I,i{L,r 1 MIL POLY VAPOR 1 X 4 IL'O.C. W t' 1 -5' tF I +t!'., •R k 1N'"�- - ANDERSEN WITH BARRIER(TYP.) Z LL U > I' II - OR - ' xr emu , TILT-OUT SASHES � m m r- Ti >;umv,,t11':...u),.aCtlr >t, -G.uk �L-tom., alt.u>=1.1 "� 1" Q 'o 0 BASEBOARD AS to O m Z y 16.FELT OVER 1/2'COX SPECIFIED Q N W PLYWOOD SHEATHING 5' W = ❑O U 1 X L CONTINUOUS 3/4'T I G 2 X 4 BOTTOM TOP OF P FOOTING _ - - _ - - � �I - - TO OF FOOTING _ 2ND FLR.SUBFLOOR BOT.PLATE CH 9UDVAN RING PLATE - --------._----------------------------_ 1 NAILED 1 GLUED mn -aa E _ 2 X IO RIM JOIST LEFT ELEVATION } IST FLR.TOP PLATE SCALE:1/4'=1'-O' (3)2 X L CONTINUOUS 131 2 X 4 TOPot-1° TOP PLATE PLATE 'O E n a E OPEN CELL 2 X 10 SOLID m URETHANE SPRAYED BLOCKING BETWEEN (2)2XIO HEADER INSULATION AT BOX FLOOR JOISTS d WITH 3/4'PLYWOOD THROUGHOUT L•-5' 2 X 10 FLOOR DOUBLE HUG IST FLOOR J015TS°IL'O.C. N ANDERSEN WITH 1 X 3 AZEK PVC SHADOW BOARD _ TILT-OUT SASHES BASEBOARD AS +w a OVER I X 8 AZEK PVC RAKE 5PECIFIED C BOARD(ALL GABLES)ITTP.) 2 X L STUDS-IL' a ' O.C.WITH 2 X 8 CONTINUOUS 2 X 4•IL'O.C. FIBERGLA95/A5PHALT ARCH. 12 R-20 FIBERGLASS P.T.SILL W/SILL SEAL yT C STYLE SELF-SEALING ROOF 45.53 BATT INSULATION 2 X 10 FLOOR 11 SHINGLES W/30 TEAR WARRANTY 1015T5•IL'O.C. ON 152 FELT PAPER 2 X L CONTINUOUS 3/4'T/G BOT.PLATE ADVANT=CH 5UBFLOOR RING NAILED 1 GLUED NOTE:FRONT PORCH NOT SHOWN 2 X 10 SOLID 2 X 4 BOTTOM 11 2ND FLR.TOP PLATE 2ND FLR.TOP PLATE yy BLOCKING BETWEEN PLATE --R1— - - - - -- - pp - - - - - - - - - - —fi7- FLOOR JOISTS TTTTTT SEAMLESS ALUMINUM 12 II TTTT �5T FLR.SUBFLOOR - GUTTERS 4'.5' QD - - DOWNSPOUT5 TO 2 X 10 RIM J019T _ BE ALUMINUM 2'.3.91. WHITE CEDAR }�TOP OF FOUNDATION SHINGLES ITYP.) In I X 5 AZEK PVC o ! HT - CORNER BOARD(TTP.) _ -11 j�'ll_ ""-' I FOAM ATLBOX RAY FINISH GRADE TO BE'T_�J+ {-- THROUGHOUT R-30 FIBERGLA99 _ 2ND PLR.SUB FLOOR_ _ _ _ _ _ _ _ _ 2ND FLR.SUB FLOOR DETERMINED AT TIME OF -,I:�� IT-_ BATT INSULATION F Z 15T FLR.TOP PLATE ? IST FLR.TOP PLATE CONSTRUCTION I_ 3 W O 5/8'DIA.ANCHOR BOLTS WITH Q- - - - - --- - - - - - --- - - - --0- T'MIN.EMBEDMENT AND 3'X (3)2X10 3'X!•PLATE WASHERS BUILT-UP W Q Z COVERED PORCH O SPACED AND INSTALLED IN WOOD GIRT a. V CONCRETE SLAB AND ACCORDANCE WITH THE BASEMENT FLOOR Q Q uj •n BLUE9TONEu 9TRUCOTURAL �`WITHu CALCULATIONS AND NOTES. 0 POSTS.WOOD FRAME N 3 1/2'DI.CONY.FILLED U V ROOF WITH VINYL BEAD S'THICK CONCRETE STEEL LALLY COLUMN >_w Z 30'X 30'X 12'CONCRETE FOOTING(TYP.)(UNLESS Q U Z BOARD CEILING. - FOUNDATION 0 NDATION DAMP OTHERWISE SPECIFIED) o Q OO PROOFING TO GRADE f- f IST FLR.SUB FLOOR _ IST FLR.SUB FLOOR 2 X 4 CONTINUOUS KEYWAY 4'THICK CONCRETE SLAB d)Z Q Q CONCRETEFOOTINGPOURE' VAPOR RETARDER .TOP_SILL PLATE - - - _ _ - TOP SILL PLAT - 9f30000) T 3 O 1L CONTINUOUS •u5 ,H.,. +�� � III;;I III '''lllll�ll',Illllililllllllllllll'lll IIII'.Illlilllllllllllll' _ Q aw 1 �'r�'m�.. I�`.`I'.r+ art'- '� � AR lm�l' !.u: l'f^'.IT T� I I T r�•11-•. .,.' 1'I. IT`u`I?=i t { II I"-il�`IIIT i�r'w- - TOP OF FOOTING_ - a , •' '�7 1- _ � � '' � r�T 'f ll'�I �_..(- - - W W� . F�,..., .µ IC tt -fir� rt�n�7��. � w U ll l 4 VARIES SEE PLANS -- l_ 11f `II I �.c Q U IL Lu------------------_-.-.------------- L 0- �) H 0 Q H 1 TOP OF FOOTING fL ._ _ ____ _ _ - _ - - _ _-_ _ —__.— TOP OF FOOTING j SECTION E j Y SCALE:1/2"=1'-0" A-5 1 SHEEP. 0 t 2 3 4 5 A5 RIGHT ELEVATION SCALE:1/1'=I-0' 2 0 2 a S 5 tU OF 10 33.1 PARCEL 45 eq STOCKADE FENCE 34.2 n 32.8 34.3 f o a S7818 03 W 65.00' .PROJECT q� � - o SHED LOCATION tiG Z FIRST AVE. J - 500 a&La1/ Z 0 44MBERS(H-10� Of7N 2' 10'M/N. fill Or SI-6WE LTV SJDES'AND 32.5 34.0 yob..Pa11/D \ w LLI 4'Ac'sTGWE 6w ENDS Y5 : 1 10'M/N. O O od RE52rRl�£AREA LAWN f J 32.6 33.0 11, �:. . I c3 sEPN %N.4NTl/CKET M-5 T.H. t� SOUND LEGEND US O 1X 10 M/N.' . NOTO O SCALE 0 ------34-------- EXISTING 2' CONTOUR h ���' O T.H. 2 33.7 + +31.5 EXISTING SPOT ELEVATION LAWN XJUO PROPOSED SPOT ELEVATION rq 7.Y' PP COL, EXISTING UTILITY POLE D .4PPROX/0A/7- m DHM 0 EXISTING DRAIN MANHOLE EXs�c sEPnc I '� � PARCEL 43 _ TP iim EXISTING TEST PIT SYSTEM TO BE I 7,507t S.F. REMOkF0 _ v IP IRON PIPE BLUESIL7avlr o FOUND PA?1033.7 ��PRGPO.S�"D ADD/77GW BU/1fNEA0 z PARCEL 42 L , 8 m PARCEL 44 - IIII ,ww I 0 7.3' x 43 +33.6 33.3 - ,�• GENERAL NOTES: EXISTING 1. HOUSE NUMBER: 109 1ARFFS53935 CAR2. ASSESSOR'S NUMBER: MAP 116, PARCEL 043 04RWaF 3. ZONING DISTRICT: RC 033.4 I 4. FLOOD ZONE: X (FEMA MAP 25001 CO757J) PP I 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. 7.2' 33.6 I 6. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM (1988). 33.5 STONE l x .31 GOWRED STEPS r� PG'QQY 33.4 I XJ43 OF MASS 33.5 I 33.5 MICHAELJ. y BORSELLI u 33.5 No. 10 0 5 10 20 10'M/N. Q'/ST Q vD A LAWN ONAL m `V o, '.� SCALE: 1 INCH = 10 FEET 10 M/N. y RE.SRI�£AREA; rn 0 5/8/17 REVISE PROPOSED FOOTPRINT, SEPTIC, AND DRIVEWAY m 3 PR6100SED 4/21/17 ADD EXISITNG SEPTIC SYSTEM, ADD COVER TO SEPTIC TANK 1 POST AND RAIL FENCE DATE REVISION 1 IP N81'01'40"E 33.3`�-) 65.00' D D FOUND 33.3 PP-3 PLOT PLAN 33.3 _ 33.3 33.1 FOR #109 FIRST AVENUE L PREPARED FOR 33.4 EDGE of PAVEMENT 33.3 o B A R N S TA B LE HARBOR BUILDERS ` CATCH IN 0331 BASIN OSTERVILLE MA DHM RIM=32.92 FIRST PLAN DATE: MARCH 3, 2017 PLAN SCALE: 1„=10' (35' WIDE) A MEN U E CIVIL ENGINEERING lvi*� O T J�' WETLANDS PERMITTING &NAIL CAP WASTEWATER DESIGN C, l COASTAL ENGINEERING CATCH EL. 33.22 1 BASIN TITLE 5 PLOT PLANS PIERS AND DOCKS 33.4 EDGE OF PAVEMENT RIM=33.03 �v11V R1� Q EE 33.0 LAND USE PLANNING COMMERCIAL/RESIDENTIAL SffWng Cope Cod and Southeastefn Mossac�iusetts 17 ACADEMY LANE, SUITE 200 - FALMOUTH, MA - 02540 - 508.495.1225 PROJECT NUMBER: 17009 CAD FILE NAME: 17009SP DRAWN BY: L.M. SHEET 2 OF 3 .AW191 6R%0F-WALL BE 2X M/N/A/UM OWR ALL SEPAL SYSTEM L'GN/PQNENTs USE 4 Nam savED!/LE 4o Ply' 6w CAST/Rav PIPE 20'A//N/MlJM,w7BAGW FRm EDGE GIB sraw ro aczLAR WALL . S014 TEST REMoI/ABLE cv1�Rs.S�-T 10 M/N/MUM.SETBAGW AF&OYABLE 00WRS SZ�T rO INTH/N ° 6"a-R7NI-W GRADE(TOTAL GIB'3� 777 NITN/N 6"L�F/N/.5T/ Date of soil test: 3/1/17 GSPADE(M/N. GIB?f Test taken by. MICHAEL BORSELLI, P.E. EZEV = JX0--t ELEV = .3. Of = Results witnessed by. DAVIQ STANTON 7,Lz-y� .�30f Percolation rate: < 2 MIN./INCH IN C LAYER Ground water NONE ELEI!_ ,T1.Oy- S = .02 INERT ELEK a - S = 29.17 2'LAYER GI- V8" 70 112" 1500 GALLON �� SErRRST Sr6P,F Y4RIFS NA-WED sIL'WE ti 2'LE{2rL S = .01 M/N. I 1 11 ELEK = 3 of SEPTIC TANK TEST HOLE #1 TEST HOLE #2 a: " `.` ta O ®oa® 0" 33.4 0" 33.6 = N N ®®®®®®®®®®®®® II 4 u D/ST. BOX ®®®®®®®®®A®®® IL WY = 27.17 h - LOAMY SAND LOAMY SAND W V W h h 10 YR 4/2 10 YR 4/2 ly 4 q 12" 32.4 12" 32.6 SET SEP770.TAN/( AND D/SlR/BV770N BOX 12" /NSULL J14 AO rr ON 6 LAYER OF CRUSHED STONE W W wwwm,, G7PU.ST/ED sraw ALL 4'f g g 2 Z W W 4Ra1N,0 CHAMBERS AND OOH1V LOAMY SAND LOAMY SAND 1., 70 THE BOT7i'al/ GF THE QV,409ER " 30.4 36 10 YR 6/6 " 30.6 10 YR 6/6 36 _ SYSTEA/. REFER 77?LAYOlJT GIB SYSTEM FGI?MGI?E OE'TA/LS NOT TO SCALE 8077W GIB TEsrHaE EZEY 2J0 C C 3- REMOYABLE 24"D/A. COWRS RENOYABLE 24 01A. 00WR COARSE SAND COARSE SAND 2.5 Y 7/4 2.5 Y 7/4 .b • y . ; .•. •+. . .. •a • +" r:' ' TEE 00"AT TGIF SET /NLET KNOr;JYOY/T 3'MIN. FRW TANK C0WR2 /O LEIeZ GY/TLET KNOOralT 120" 23.4 120" 23.6 INLET 7EE.SET a/71ET TEE SET 10'Aft.. BELON 14"BELoff LlaI119 LEW Llallo Lf-kez O � GAS BAFFLE I I 4" ¢, h 2 - OUTLETS aP. A I1 3/4" e OUTLET O O INLET N INLET TYPICAL OF 5 . N d 6„ 8. 4" . 7.-...° . .:. .. :.:''� _:..�• S 2 - OUTLETS w. BASIS FOR DESIGN: 2 10'- O' S' - 2' 24" ,TOTAL 0AiL Y FLOW IS RASED GW.T MVR06WX NO OARBAGE'o1S OOSW 10' - Sm 5'- 8" PLAN VIEW CROSS-SECTION r0r& OA/L Y,'ZON= 110 GPD/REDROGII/X.9 BEDRO011/S = MO GPD BOT77a1/AREA PR6°OSED = .3.r�.5'= 2.958 SF. a 1500 GALLON SEPTIC TANK (H-10 LOADING DB-5 DISTRIBUTION BOX (H-�O LOADING, S✓OE AREA PRGIOOSEO = 12 x 2 x 88J2 -A (2 x 2 x .U.5,9 169 J SF. 70rAL LEACHING AREA PR6YW-gD = 465.1 SF NOT TO SCALE NOT TO SCALE APPL/CA77 V RATE= 0 74 63°DAF. "6W LEAGY//NG CAP,4a7Y= .74 GPD/3F x 465.1 SF= J442 6PO > aT3O G)°D 8' - 3 1/2" 4 1 2" ® ® 0 ® ®D ® ® ® ® ® 34" CONSTRUCTION NOTES: 24" ® ® 0 ® ®a ® ® ® ® ® 1. /NSTALLA)W GIB THE PROPOSED SEPAL SYSTEM -WALL SE/N ALLLI?OAN6F #f77/ ATLE 5 AN, A/E BOARD OIL HEALTH REGV/LAAGWS 8' - 6' 5-10-17 REVISE INVERTS 2. 7HE GLWnUC7W .9VALL DEIFRM/NE ThWELOCAAGYV Or WF NATER .SERNCEAND CROSS-SECTION 4-21-17 ADD ELEV. TO SOIL LOGS, REVISED BASIS FOR DESIGN, ADD COVER TO SEP11C TAN SYEE{C/N ALL AREAS LESS THAN 10'FRW /W PRGPQSEO .SEPAL SYS7Z7W 7HE PLANS-WALL BE A YA/LABLE LTV,77F F6W REFERENCE AT ALL AWES DATE REVISION $' - 6" J A CaDv Or �R/NG �E,NSTALLAA� �.�E.�A�s,5�-A: . .. . . a .. . a . • : :. .. °: . . SEPTIC SYSTEM DE-TAILS A. ,A NO 01,4NGES TO 7HE,0E-9aV.SJYALL BE PERFGi?MED !1lTHO lr WC APPROYAL Or 1607H 5" KNOCKOUT FOR #1 09 FIRST AVENUE FALMOYJTH MaNEER/NQ INC AND IN,F BOARD 6F HEALTH. PREPARED FOR 21" DIAMETER COVER * AW SFP)70 SYSTEM/S SUBArCr 70 INSpECAGW 8YFALMGY/T1/E/VGWEER/NG, INC BARN STABLE HARBOR BUILDERS AND 77/E BOARD OF I&AW 711 o �PLSN OF M� IN 6. 771E 6LW)7?A0r6W SIVALL NOAFY FAL&a1)71 ENGINEERING INC .4NO 7HE BOARD Gig"HEALTH 1 5" KNOCKOUT 5" KNOCKOUT � MICHAEL j. 9�� OSIER VI LLE MA 6ORSELLI 70 INSPECT 7HE SEPAC SYSTEM PR16W rO A94Or7LL. /N SGII/E/NSTANGE� MGI?E 77/AN GWE CIVIL PLAN DATE: MARCH 3 2017 PLAN SCALE: AS SHOWN /NSPECAGW MAY BE"NEEDED. 7HE CGW71PAC7A? ,SMALL GWL Y 8AO017LL 7HE 1W)76WS OIL THE CD � r .3 ' SYSTEM THAT A14 kF BEEN/N-WECTED AND APPRO;ED BY FALMIX/7H EJVGYNEER/NG INC AND 71VE BOARD GIB HEALTH CIVIL ENGINEERING T T T WETLANDS PERMITTING 5" KNOCKOUT 7. /F 7HE 6LW7RA6'r6W ZN- 6WN7FRS ANY {BAR14776WS/N SYTE CW,01AGW.S -WOO AS DIFFERING WASTEWATER DESIGN � COASTAL ENGINEERING sm,T TOPm wwy, Nf7ZANOS GIP OA/ER GLWO/AGWS THAT MAY RE lmr RE-em4V4)70V OF "`' TXEOEWY,, THE CONTRACTa?SJ'/ALL IVNEW Mr GLWTACT FAL.ValW ENGYNMWNG INC •}�- PLAN VIEW TITLE 5 PLOT PLANS .�� �� PIERS AND DOCKS RI LAND USE PLANNING GINEE COMMERCIAL/RESIDENTIAL 500 GALLON LEACHING CHAMBER (H-10 LOADINGS s"179 00011 00d ona'S&1th6ostefn VOS"C/1!M&S NOT TO SCALE 17 ACADEMY LANE, SUITE 200 - FALMOUTH, MA 02540 - 508.495.1225 PROJECT NUMBER: 17009 CAD FILE NAME: 17009DT DRAWN BY: L.M. 7 SHEET 3 OF 3