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0073 CLOVER LANE - Health
/ • 1 1 ■■■■■■■■■■■■■■ �� _ ___ _ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■e■■■■eee■■■■■■■■■■■■■■ ■■■ee■■■■■■■■■■■■■■ee■■e■■■■eee■■■■■ee■■e■■■■ ■eee■■e■■e■■■■■■■■eee■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■e■e■■■e■■■■eee■■■■■■■■■■■■■■■e■■■■ ■■■■■■■■■■■■■■■■■■■■■eee■■e■■■■■■■■■■■■■■■e■■ ■■■■■eeee■e■eeee■■eee■■■e■■■ee■■■e■■■e■ee■■e■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■� ! : " MENEEMEMEMEMEMEN ■■■■■■e■eee■■■■■■■����■��■■■■■■■■■■■■■■■■e■ ■■■■■■e■e■eeee■■■■r : ■■` ji, im ��°e■■■■■■■■■■■■■e■e■■ ■ee■■eeee■■■■■■e■■gym■gym■■■■■■■■■■e■eeee■■ ■■■eeeeea■■ee■eee■■■ - �■■■■■■ee■■ee■■■■■■e■■ ■■■■■■■■■■■■■■■■■■■■■e■■■e■■■■■■■eeee■■■■■■■■ ■■■■■■■� 11i�■■■■■■■■■■■■■■■■■■■■■■■ i■■■■■■■■■III■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■MEN■■■■Mom■■■■■■■■■NONE ,NOON■ ■W■R■ME■■!� ME r TOWN OF BARNSTABLE LOCATION 7-3 L/emr Ln/ SEWAGE# ,;2 vILLAGEd&d_ __—ASSESSOR'S MAP&PARCEL01/2-0/6-003 INSTALLER'S NAME&PHONE NO. rrs�� �' rftaMl SEPTIC TANK CAPACITY loon /-/6 LEACHING FACILITY:(type) 1 SCY_"w ' HAsize) 16'J( _ NO.OF BEDROOMS 1 OWNER ivy R v in1' G(e✓1 f{ S C e_ PERMIT DATE o /9 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist 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 A 7'3 Cl"C'rL"s /UJ4151" M,I IS C atae r o 30 -- 2-.2 ^A) � w 1 y I $ lkR C1014i ell KC—/ No. / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for Misposal 6pstrm Construction permit Application for a Permit to Construct Y) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. V C ve2 c.Aa Owner's Name,Address,and Tel.No. t'IAnZ`ox @'��ils,r`ic� da6y9 GtCt4-tKeb}tlp�,�c Assessor's Map/Parcel p L( --Q/Q—o0,j p�c�I'A. AtJ�� InstallerCL s Nam- Address, eL No. 5e8.302 -3�'65 Designer's N e Address,and Tel.No. 0 s 4 ®d 6ff 102 WeJT r,45s 1 /0,i ay// Gd(,Lly Type of Building: Dwelling No.of Bedrooms Lot Size 335,3 sq.ft. Garbage Grinder(" Other Type of Building (?Aelj 1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) o742© gpd Design flow provided 0 k/,3 gpd Plan Date 9 0 4— t Number of sheets o�l Revision Date Title Size of Septic Tankj;> Q Type of S.A.S. �^ � 6 Description of Soil 4 S e, NA11 Nature of Repairs or Alterations Answ r when ap lic le) T S ` �jc�_ T c Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board f Health. c� ' ;edd 0 Date Application Approved by � Date Y N Application-Disapproved by Date for the following reasons A Permit No. Date Issued ------------------------------------------------------------------------------ / 11 ell[ No. Fee *THE COMMQNWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpplicatlon for Disposal *pstrm Construction Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 73 C lovr e ,(,a r+e Owner's Name,Address,and Tel.No. Sqg_ Htih,f`f('. (�,ZGy Glc�ti t-` CA � ,C Assessor's Map/Parcel n } _d 0_p p c� (� Installer's Name,Address,and Tel.No. 34-326-3!P65 Designer's Name,Address,andTel.No. CC t-tG.c t h 3 r /!-!, CC�r- t✓ /-6 Type of Building: Dwelling No.of Bedrooms Lot Size/. sq.ft. Garbage Grinder(0) Other Type of Building f No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Q gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank /..:7CQ 6AJ Type of S.A.S. Description of Soil "A' ' 7� All Nature of Repairs or Alterations(Answer when applicable) T t 'Datelast inspected: 4 rAgreement: ' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in z accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board f Health. ' ned / O Date' j? Application Approved by i/ 1 Date Application Disapproved by Date for the following reasons Permit No. Date Issued _5j -------------------- -- t - - - - / - - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS S y t M Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(vl Repaired( ) Upgraded( ) Abandoned( )by at?Z (T' t;ter[ �,�� has been constructed in accord ce t 4 with the provisions of Title 5 and the for Disposal System Construction Permit No `%/ da ed 11 Installer Z=i -ra�Ic. ✓ Designer #bedrooms / Approved design flo gpd The issuance of this permit shall not be construed as a guarantee that the system will fun 'o as desi ed. Date ! Inspectors ;C ------------------------------ 4 A No. �� Fee / HE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal bpstem Construction Permit Permission is hereby granted to Construct /j Repair( ) Upgrade( ) Abandon( ) System located at A, , a 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:Construction must e/ypleted within three years of the date of this permit. ` Gf Ls Date / Approved by J 1V " / Town of Barnstable �FIKE tom, o Regulatory Services } Richard V. Scali,Interim Director " BARNSTABLE. 9�A MASS.6. Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 568-790-6304 f Installer&Designer Certification Form . Date: ✓�! �'241 Sewage Permit#4SS 1/ Assessor-'s'MapTarcel Fe-4-e c 1�1 c C�+ee �I _ Designer: L= 4 , �e ,At l 0(ry1' a s I <C Installer: Address: )Z W, Cross ,ld P—a Address: T u On 11, E was issued a permit to install.a (date) (installer) gg septic system at C b V`E�' iF4 l 'l c I A t.( (S based on a design drawn by (address) L—�/tcj i rl eel='✓1 6'tJcs✓LCs Jr� dated /y AR (designer) 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 in with the terms of the IAA approval letters.(if applicable) y� PEtERT. �!ip MrEN�E� ( nstaller's Signature) GN%L Np.351fl8 0 �ge„RfQIStE�� esigner 5 Signature) w (Affix Designe ere) /5 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:;Septic%esigner Certification Fomi Rev 8-14-13.doe Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfill.The engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfilling to specified grades with proper compaction and setting riserslcovers as shown on the design plan. Town of Barnstable P 4t ��7/ . - Department of Regulatory Services r� �Zz F Public Health .Division.. Hate &Q I`*o� �e s63q ns� 200'MainStreet,Hyannis MA 026.01 w Tifne 7 h Date-Sclieduled h / C?O . aJ j ' Fee Pd. A Q��qa Sail Suitability Assessment for Setj5e Disposal W l:x j Performed By� - MCC(IJ-CA 5 —rs yZ Witnessed By: LOCATION G'ENERAI_.INFORMATION n Location Address Owner's%Dame. ('.(CNN tt /i o,YK 7� C�a h0, (,Y1 ) tMet rs i-an S K i is Address °-7 3- 00 VAC r L✓1 �y / Ql� 1~QilkS will M-4 Assessor's Map/Parcel: C Y7- O(a - 003 Engineer's Name , C'. A5 f�Yc1�s/ NEW CONSTRUCT ION REPAIR Telephone# dV - Land'Use' Slopes(ga) Z Surface Stones Distances.from: Open Water Body > 3ct) ft 'Possible Wet Area ft Drinking Water WelJ7 rs� ft Drainage Way ft Property Lir �3 Other M ft A-)/ M SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wet ands in proximity to holes) 1 Parent material(geologic) llt Depth to Bedrock Depth to Groundwater. Standing Water in Hole:�6 Weeping from Pit'FAce Fstimated Seasonal High Groundwater. ? l Z L DETERN INATION FOR SEASONAL HIGIF WATER TABLE Method Used: . Depth Observed standing in obs.hole: _ in, Depth to soil mottles: in. Depth to weeping from side of obs.hole: in, :Groutldwmer Adjustment r_„.. e _ ft. Index Well# Reading Date: - Index Well level Ada,'factor,,,,,_,,,,..,rAdj.Clroundwnter Level ,�n PERCOLATION TEST note Tithe Observation /' r,Hole# / Time`at t , ..., Depth of Pere. �'` Time at 6" Start Pre-soak Time Q - `1. Time(9"`6") End'Prc-soak Rate MindInch �� 2 Site Suitability Assessment: Site Passed too/ Site Failed: Additional Testing Needed(Y/Nj Original: Public Health Division Observation I-Iol.e Data To Be Completed On Back---- ***If percolation test is to be conducted within IOU' of wetland,you must first notify the r Barnstable Conservation Division at least one(1) week prior to beginning. Q:ISEPTlC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Dole# i Depth from Soil`Horizon Soil Texture Soil Color Soil Other Surface.(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. + on i tenc ravel d Z (c3 l n't�y�L 2 323 6,,t 10 y(Z �-C .sct" ZtSY�L S1 c,y2: t L Nl e Sam 2,SY DEEP OBSERVATION HOLE LOG Hole.# � Depth'from Soil Horizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones,Boulders; Consistency,% ravel z 2 i( L6 ,25Z 210 CZ DEEP OBSERVATION•HOLE LOG Hole# :3 _ Depth.from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munscll) Mottling (Structure,Stones,Boulders. Consistency. Gray 0 Z -z -5.t 6",, toY(L -5-/cf 2q, —gl c, -Cs4 _Fl Gz 2�s- C�e z� • DEEP OBSERVATION HOLE LOG" Hole Depth from Soil Horizon Soil Texture SOLI Color Soil other Surface(in;) (USDA) (Munseli) Mottling (Structure,Stones,Boulders. Cons' ten ra F G_z /Z- 5QcL, lbw, Lo R>s(Y Zb—�Z C.1 M-C S-1.1r1 Zt5 Y 6l u2.,►� g?-tZ( . -Zj-,&1r`6 / Flood Insurance Rate.Map:; Above 500 year flood boundary No Yes , Within 500 year boundary No Yes Within (00 year flood boundary Flo; i� Yes, �;—.:,. Depth of Naturally Occurring Pervious Material Does at least four feet of.naturall j occurring pervious.materiai exist in-all areas observed throughout the area proposed for the soil absorption system? Y-� If not,what is the depth of.naturally occurring pervious material? Certification �.q4T I certify that on V (date)I,have passed the soil evaluator examination,approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described.in 310 CMR 15:017. r7 Signature D"ate Q:\.SBPTIC�PF,RCFORM.DOC ...............,..._: AWC Guide to Wood Construction in Migh Wind,areas:I,10,j"ph Wind Zone :1 assachusetts Cheddist.for: OTPI amce•(,7se cmR s3o,.z.l;:. )r ' Q Check 1.1 SCOPE compliaAft Wind 4eed:(3-set pot)............ :..... . .. .. . .....................................t IQ mph Wind Exposare Cate$ory............................................. ..:. .. ...................... ...............................8 1.2 APPkIPABtUTY - Numderlif Stories ;(fig 2) 'stories's 2 ss>aaas RoofPltch .................................:.....:......... .........:...........;(Fig j.:..:...............4...........,..... .�2:1s_: s t2.12:. , MeanRoof Height ................................ ..........................E�ig�:...:...:.... ......... .............•........�3�tT s'33' Building 1N(dtli,W..................:............... ...... ..I.........{F[g:3)•.....:............ ...................... .6ul1dir4*1lgth,L........... . ................... 3)............................,.......I............ :ft Sao, .Building As W Rstto(UNV) ...:.........................................:. Ff .4 s`3;1 i� Nominal Hif4l'it:ofTelledt Op.ning2 ............................... .(I{g 4)..: ............I':f?..to s:S'$". 1.3 FRAINING CONNECTIONS General corlpOii iCe witti framing,connections...................(Table 2)............................ :...................... . ..... . 2.1 FOU!N•DATION Foundslian Walls•mosOng.negwirements of 780 CMR$404.1 i rronciet®:.. ........... .................:.. .. ........ ............................................................ ConcreteMasonry.................................................................................................................. 2.2 ANICHOIW34 TO F0kJND/#"i".fON},3 5/80 Anonor Soflinbedded Ar-5W Proprietary Mechanical.Acrcha;a's an-a1ernstive:in:�cmte onl Bolt Spacing-general....................:.....................(Table 4 in, croft$06cigg from endpoint of plate ............................(Fig 5)........ " �ttt s 8'-12" J •Bolt Embedment-concrete...........I..........................-(Fig jo................................................-I-in.a T t Bolt Embedtcaent-masonry........................................(Fig 5) ...... . ............................. in.a . Plate-Washer....................:..........................I...............(Fig s)......................,:..........,............a-r'3'x 3"xY.' 3.1 FLQORS • Flag framing member spans checked ...............................(p8i 180:CMR•Ch3pteriW ,................................ Maxirnum Floor Opening Dimension....................................(F! 6 ..,....v..........,.. s 12'or W*or W/2 g .) :k Full Height Well Studs at.Flopi•OpBnings less than 2'from 6derior Wail(Fig 8)....................................... Maodmum Floor Joist Setbacks . Suplaorting4.OedbWng Watts or Shearwall.................(Fig 7). ............................................. •R <-d Maximum Cafteirered.Floor Joists _ $uppoiiing Lpadbe8ring Wails or Shearwall; ...I.........(Fig 8)........................ .................... .. R s d Floor Bte+yl q at Ehdwalls. .................................... ........(FIA 8)... ...... ..1,............. Flow.Sheahua Tl � .......:.......................................:......-(per 780 CMR Chapter 59}.. .............:.. ... Floor--Sheathing Thickness...............................................:.{pee 780 CMR Eha 5b....................... Floor Stieettt! FaeW.In `ne g.................: crabte 2�:.�a nallsat ���srge fretd 4.1 WALLS - {i 11Valt Haight Loadbearirigwalts........................................................(Fig'10aiztl•Teble5). R <_10' Non-Ldadbe-aring walls................................................(Fag 10 an d-gable 5)...................... ft s 20, Wall Stud.Spering. ................................................. (Fig•10 aap-Table 5).. /w iri.S 24"o.c Wail Story Offsets .... .................................................(Figs?;$��..................,................ ... =8 s d 4.2 EXTERIOR WALLS3 Wood'St ids 'f Loadbesong.walls........ ...........................................(TableB) R in. Non-Loodbesring walls.... . .......................................(Table 5)..............................2x tt. ,in. Gable End•Wali Brac'Ug' . Full KilghtEndwall Studs......... 4.......... ............... .(Fig 10)..... .................................................. WSP-Attic Floor,Length................................................(Fig'1t)..:.......-.......:....�xr:....: ......... R kW/3 Gypsum Ceiling[xtgth Of VUSP not•used)._.......:........(Fip 1 t):..._....................................... R Z 0.8W. 2 x 4 Continuous Lateral Brare'.Q 6-ft.o.c...(Ftg'1'k)..:....:s................ ,::................................. Doubie Top Pate Splice Length .....(Fig 13 and-Zabie 6)....a .........t ft � t14OFt c+ Splice Connection(no.of 16d common nails)..............(Table 6).....................................................:.... c$' "CH UD ye, P-�rv/el- iddt CUD . STRUCTURAL No 34Tl4 i /VI ALIT(rut- W 67 73 G 1 A WC Guide to Wood Construction in Higlr find.Areas:.1,10 mplr Wind Zone Massachusetts Checklist for C0.1111pillance(*78v CMR 5301.2.1.1)' 1 Loadbearing Wail Connections I Lateral Inc.of'eridna€led 16d common nails ..............(Table 7)........................................................ Non-Loadbearing Wall'Conneotions Lateral(no.of endriailed 18d common nails)...........:".(Table 8)..................... �i I Load Bearing'Well Openings(record largest opening but check all openings for compliance to Table 9) Header5pens ........................................................(Table•9).............,.:;,......... ....�$`"1n.511' Slil•PlateSpans ...............................................•.......(Table.9). . �i Full Height Studs-(no.of studs) able ft.;n 5 13 . . .. . .... .. ... . Non-Load Bearing Wall Openings(record largest open .4 abut-,ihreck aq openings for compliance to Table 9) 1 Header S ins., ��.g Sill Plbte Spans.....•... ............................ ................. (Table, 9)...:7 .,.0r in.512' Fall Hdl ht Stud .................................... )•' ".A( in.S 1 ° 9 s(no.of studs) (Table 9)................................:....................... 11 Exterior Wall Sheathing to Resist Uplift and St,ear Simuftanpousiy° 1 Minimum I Building Dimension,W p �Nominal-Height of Tallest Open€ngz .................................................................. ....... ....�c 6 8 Sheathing TYPe..............................................(riote 4). ° ... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ Field Nail Spac€ng........................................:.(Tsrble 10)...................................I............. in Shear Connection(no.of 16d tornmort nails able 10 Percent FuR•Hel tat Sheathing }(T )•:.............................................. 9 g•................... (Table 10)...... 9...........:..._...............rlyd��, ion 5%Additional Sheathing for Wall with Opening>6.8 (Design Concepts)..1........�a�r �Z i Maximum Building Dimension,L 3¢ Nominal Nelght of Tallest Openings . .. Sheathing Type................................... .. .....(note 4).......,....................................... Edge Nall Spacing.........................................(fable 11 or note 4 if less)......:................. in. Field Nail Spacing..........................................(Table-11)..... ................................-........... in i Shear Connection(no.of 16d common nails)(Table 11)............................................ . Percent FuIPHeigh?Sheathing............., able 11 (T ).:....... t 5%AddltionalSheathi r W>5; with Openlri > '8°(DeliA�, nce ts)...t.........,�$��%An �,� Wall Cladding --�� � �d S , Ratedfor Wind Speed?.............................................................. ................................................................ •5.1 ROOFS " Rvofframing member spenraL checked? .....(For Rafters use AWC Span Tool,see•BBi�S Website) I .................. Roof Overhang ........................:...........................(Figure 19)..:.........4,4.-ft<_6"IjerofY or U3 1 :. Truss or Rafter Connexions at Loadbearin Walls k Proprietary Connectors .Uplift................................................(fable 1.2). ..................... .U �$ Lateral...........................• ...-----...- (Tattle 12)............ T�f i Shear.......,.... (Table 12)............................................S i Ridge Strap Connections, I€art s not ae ,per page 21.....(Table 13)............:.................T= j Gable-Rake Ouiciaker................ ...... (Figure 2 ) i ................... ( 9 Q .....,...... tt s smaller of 2'or Lf1 .I Truss or Rafter Connections at•Non-Loadbearing Wails i I Proprietary Connectors. Uplift.. ..•.: :....................................(fable 14).................. .................U= lb. j Lateral(no.of 16d common naffs)...(Tame 14).................. ,......L= Roof Sheathing 7 "' •••••• lb. j Ype:........ (per 7.80 CMR Chapters 58 a d 59�. .......... . . I Roof Sheath€n9'Thickness.......................................... .. ; Roof Sheathingl=astenin >� L in.l:7118"WqP ; Notes: g.............:............................(-rab19.2)...� 1,.�.�....f.. i 1. This checklist must be met in its entiiety,excluding the specifiic'exgep an noted•In 2,to comply with the requirements�pf 780 CMR 5301.2.1.1 Item 1-if the•checklist is met in-its entirety then the followirig meW straps and hold clowns are ndt required per the WFCM 110 mph Guide: ' I a. Steel Straps-per Figur's 5 b. 20'Gage Straps per-Figure 1.1 i C. Uplift.Stropwper Flgtire 14 ' d. AIi Straps per.Figure 17 , e. Comer Stud-Hold f3bms.per Figure lea 2. Exception:Opening.heights of up 44 8 ft.shall be permitted when 5%is added to the percent kiNrihelght 8h@athing requiremenft shown In Tables 10.arld 11. 3. The bottom-sill plate in exterior wsfls.shalt bee minimum 2 in_nominal thickness.P. re treated*2-grade. ' r oF.. • JMICHELE.' •• :` .3TROCT.t1RAL NO$4774' A •�Y- :�. war- arr.. .or..Rt..r.r..a: •ew ..,a . AAL I A. JAI y. tF T l SP can es. �tsr .�...._...--+...w-.ra-..:..:•......rv.,.y�..w•...a•w�...,.-.�.....ver+r.rrw.w.,...w..a...�... . _ `�`wi'•aaL�6O�l�R�iJUtFm+9�5V/3U�....R1 A J. Tff. -' ' opaq0n!,, T-Efti . �. �. l�ae�1•�.iie�rMti�o�t�p'i�d` m��eQ�lmilo�; � . . - ' - t�. •�4+.tip#�M�.�a�O� �b�bo�c�.re���e��.#�lia . : .. . '. . _ t�.ti�, ..ee.isa+�4�pa'•p�a�b�r+.�,iedta�ie��n�r�ttEM. • r,• emir,�. ,�:+4!wl��!► �d: .s�.�edwr�tb�w�i[�it�1... • . '+�ie�ed�af�l.iiidli�l:al��a!Elfp► �q�?�'yie�l�i�ira�$rr(aeagA. lt�4�'��1W�t��emg11-�� • �• r • E I 1 � I FLOORLAP DUN 4• 7( FLGOR JOIST C@lTlMI�JS B131CICDlG t I 1 I I 1 ' I I - I 1 1 I I � 1 ( 1 I 1 Q II bt 2 X (� NAILER I i , 2-1/2'N BOLTS 22+--= GAGE I p STAGGERM j J� QQ e. l Ct CAP PL+LTX0%_xLr2 ! �1 SL r 111 I OFf /� 1/2'$ BQ.T I— l F I t A STEEL MAXI+ ;,ks� PI 5-0 wipe o A , CAP PLATE DETAIL 1 To fbaTIIdG. OR COrrTMOLIS WALL FOOTM ;I �pf ASSq� BASE PL'(/_'t_xA—xZL to U °a� t` O Sjh n"j �p N T 1. ALL WORKMANSHIP TO CONFORM WITH-AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND MASSACHUSETTS STATE BUILDING CODE LATEST EDITION REQUIREMENTS. 2. STRUCTURAL STEEL: ASTM 572 (FY=50 KSO; Optional: SHOP PAINT WITH RUST INHIBITIVE PAINT. 3. EXPANSION BOLTS: ASTM A510 .i- 4 DIA.x6" EMBEDMENT IN CONCRETE; THRU—BOLTS:ASTM A307 1/2" UTA. 4. PUNCHED HOLES IN PLATES = 9/16" DIAMETER. 5. ALL WELDS E70XX ELETRODES. SHOP WELD CAP AND BASE PLATES TO COLUMNS. 6. COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS, AND FIELD VERIFY WHERE REQUIRED. STEEL BEAM CONNECTIONS TO WOOD FRAMING MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Momehusetts 02632 Drawn By: MC Date: / / Drawing �E..S �,./��l Scale: AS NOTED Rev. 0 �.J K—' File Nome: Project No.: I 8D Naas A Y o.c.lt+here Ede Rests on Frarnin i i I i ik `yv `a x y'yyw Y 9'I�q � 4., P ��* a.p t NOTES: y � r Wood StruGurai Panels Shall be a Minimum Thickness of 71 i6"and r# �x`r Be Installed as Follows: 3 v "° afi Y. nAl, r i. Panels Shall Be Installed with Stren th Axis Parallel to Stutls. vw t taw ' ��` �a��� 0. All Horizontal Joists Shall Occur Over and Be Nailed to Framing. r' ? a iii. On Single Story Construction,Panels Shall be Attached to Bottom �r , 3a + Plates and Top Member of the Double Top Plate- = ,e +z 3{ iv. On Two Story Construction,Panels Shall be Attached to the Top Member of the Upper Double Top Plata and to Band Joist at Bottom of Panel. tipper Attachment of Lower Panel Shall be Made to Band m ' er * � Joist and Lower Attachment Made to Lowest Plate at First Floor 2 Yr'`t"sv'rs`* w Jrei" `idt A',y F� i �I Framing. v. Horizontal Nail Spacing at Double Top Plates,Band Joists,and A! Girders Shall Bea Double Row of SD Staggered g 3 Inches o.c Per , ��p aa! z Attached Figures. xrt x �W vw A. 0*4 x K`mo n §s I ' yinroa; Wood Structural Panel MSP)SheAing '! 2 WSP Attachment 1 NTS SD Nails 3"o.a{,a`en. WSP Edges 'i carNai �t2"ae�' rl fA � Y`d-ssl^°errrlaCiatfl F'9A7rf!$ rr i^ 4#y',� p, Ile e gr Edge Framing Member,TYP Intermediate)artll Memi;a!TYP a ( + �aw a t sky§ {« a A w x �'sir `� �"' " �,.�•�� '�.,� j �tx+ z � �� ' #�� ; 4 ,mac"`.�:� j�"x�.," iv Z WSP Attachment Gallout NTS O0 Zmai z c03ma'SRNaR 7'' nl'm Bono Sao 3ya 0 Z, o °-'m Residential �aiaohcr•0a ro ik 1 ^,m 2 dN Concept Design Daslgn8 r f ap0a 3331 Plan ai^° vOm DIA R o caa° a� m ¢�^ 3;m� y+a , WSP ATTACHMENT IM. 477 S t rY-®� ,.fix -'�M_ - t g ° •.dU .4',� c..N€ fi! r. :7—7 DRIVE,T"• ,-9f __ `. 4;MASS..1...J..7 F Sill seat d� IV � _7 714, Drop 1 i rl: r sheaiing 2n..L F'iCGr'lOis-iis 19R L§t �nr ?'1oIIi.'C3i(w yi9 -1/3 7 , -E` `.t f i elr: �;• V[+t1 _• III Ceiling joisis 49 le Uv GhLathing i qP 6? v RDii.Sning!`.s /Jria 1es _- 0 Calti'4z%es�t"p f'c dH 'tag Vimr T:.j:snug t:'��lr P`y}fr I wo f _zr Ed f1 � > sofi VC-lit CSi5 '�R E'ic lF1 �j&.�ra .9n iL?.5 Pr f f GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTMA307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist.or in concrete piers w/Simpson ABU-series base;SPACED 2'o%for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2*4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Desien Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2" 9/16"diameter. diameter,punched holes: b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: U360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All.L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fe—par=3035 psi. ParalIam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc�er=750 psi, Fc_par=2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provjde shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled.with the size nail as specified by mfgr.or licrc;n. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c.- Rafter to Ridge Plate: Collar ties min. lx6c 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A e. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion ofjob. 7.Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'4'o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building comers. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically. Multiple Studs 16d n 12"staggered a.All nails shall be common wire nails. b.Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code. e CONSTRUCTION DETAILS FOR THE AAA NARROW WALL RRACONS MMETHIOD FIGURE I NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION -------------------- Outside Elevation Side Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) Top plate continuity is required per R602.3.2 Sheathing eathing filler _3!nl-- 3V-4-14 if needed 2'to 18(finished width) hol 44 \I 6d sinker nails Fasten sheathing to header with 8d common If V (0.148"x 3-1/4") nails(0.13 1'x 2-1/21 in 3'grid pattern as shown V: in 2 rows @ and 3"o.c.in all'framing(studs and sills O typ! .C., 1,000 lb.header-to-jack-stud strop T, 0411 44 \1,000 lb.header- on boti sides of opening .14 to-jock-stud strop (install on backside as shown on on both sides Max. Side Elevation,Ref. No.LSTA24) height0 of opening(Ref. Min.(2)2x4 typ. No.LSTA24) Iq 1 , e is needed it sholl Braced wall If panel splice 4-1 ir agment per N occur within 24'of mid-height. to Blocking is not required. R602.10.5 3/8'min. thickness wood Z: structural panel Min.width bosec on 6:1 No.of height-to-width ratio:For jack studs 4 sheathing . example:16'min, or B'heigh,K. 20"for 10'height,etc. R502.5(1&2) I-In, - I W. .114 Nv_—Min.2'xTx3/16'plate washer -Y_U. Anchor bolt per R403.11.6 Typ. Foundation per code Not to scale 'Or other code-recognized fasteners providing lateral resistance equal to or better than the prescribed noils. Note:This narrow wall bracing segment meets the minimum requirements for wall bracing FIGURE 2 (racking loads in the plane of the wall). The building designer should determine what spe- EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) dfic details are necessary to provide a complete load path for using this bracing in the structure. At comers,connect the T two walls together as 16d nail at 12"o.c. outlined in this detail to IL Orientation of stud may vary provide overturning restraint. Gypsum,when required, installed in accordance with IRC Chapter 7 Wood structural panel Commonwealth of Massachusetts DM1 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 73 Clover Lane (���_ ®/Q DU 3 'M Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 page. City/Town State Zip Code Date of Inspection 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 A. General Information filling out forms on the computer, use only the tab 1. Inspector: U O S key to move your cursor-do not Matthew Gilfoy use the return Name of Inspector key. B & B Excavation,lnc. Company Name lk 14 Teaberry Lane Company Address Forestdale MA 02644 City/Town State Zip Code 508-477-0653 S113640 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 5/22/14 Inspector's Signa ure 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. t5ins•11/10 Title 5 Official Ins It rm:Subsurface Sewage Disposal System•Page 1 of 17 I Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 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: ® 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. 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): t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 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): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 L I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 page. Cityrrown 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 ❑ ® 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 '/2 day flow t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 I Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 page. Cityrrown 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, j 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 ❑ ❑ 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. (Sins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 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): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonaluse? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: March 2014 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 i f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is Marstons Mills MA 02648 5/21/14 required for every page. City/Town 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: 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): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1996 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 17"feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: >100' feet Comments (on condition of joints, venting, evidence of leakage, etc.): At time of inspection building sewer appeared to be in working order with no sign of leakage or blockage. Septic Tank(locate on site plan): lilt, 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: 1500 gal Sludge depth: 5 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 f Commonwealth of Massachusetts v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21114 page. Citylrown 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 31" Scum thickness 2" Distance from to',:)of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 15" How were dimensions determined? scour 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.): At time of inspection septic tank appears to be structurally sound. Tees intact but gas baffle not present. Small amount of solids in outlet tee. 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 page. Cityrrown 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 t5ins•11/10 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 r °M 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 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 0 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.): At time of inspection d-box appears to be in good condition. No signs of carry over or back-up. 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.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Inspected from d-box. Leaching is infiltrators with no access to cover t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 73 Clover Lane �M Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ® leaching galleries number: 6 infiltrators ❑ 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.): At time of inspection leaching in working condition. No sign of hydraulic failure. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth —top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 I� Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °�M •''� 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 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.): 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.): t5ins•11/10 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 M 73`Clover-Lane Property Address Claire Barry Owner Owner's Name information is required for every .Marstons.Mills MA .02648 5/21/14 page. Cityrrow.n 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 ::V20 iuT A :. 21 ' 1 ( 3 F21 A2 15 /�3 = 9 2, ' K3 q3 ' 733 _ 92 ` l5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 73 Clover Lane M Property Address Claire Barry Owner Owner's Name information is required for every Marstons Mills MA 02648 5/21/14 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'feet Please indicate all methods used to determine the high ground water elevation: ❑ 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: I Before filing this Inspection Report, please see Report Completeness Checklist on next page. toms-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments G ,M 73 Clover Lane Property Address Claire Barry Owner Owner's Name information is Marstons Mills MA 02648 5/21/14 required for every , 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 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 TOWN OF BARNSTABLE _ LOCATIOf4�G L b v c C- L A y\L SEWAGE VILLAGE ASSESSOR'S MAP & OTo INSTALLER'S NAME&PHONE NO. 13 a C bfi'F c e�S (-7 71 9 Scr9�) SEPTIC TANK CAPACITY A L LEACHING FACILITY: (type)I',n F7 L C ia}o C S (size) G h+ N BEDROOMS BiTII,DER R OWNER C h >, (_d c c S L . PERMTTDATE: COMPLIANCE DATE: " "' Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 Fro- t, evS I'I �A�iA6 j TT I p o 7 No. Fee THE COMMONWEALTH OF MASSACHUSETTS �/ �(,• b 3 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYtratton for Mi5poq;al *p5tem Congtructton Vermtt Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. 76 ��►�f Installer's Name,Address,and Tel.No. .• Designer's Name,Address and Tel.No. c Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building oGs o No. of Persons Showers(2_l Cafeteria( ) Other Fixtures Design Flow 3� gallons per day. Calculated daily flow a d gallons. Plan Date /-- /0 9 L Number of sheets / Revision Date Title Description of Soil ®A�4 .i2 t, 0,,4 A2AVsI Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: `\ The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y thi d o ealth. Signed ' Date 13 l� Application Approved by Application Disapproved for the Yollowing reasons Permit No. /y� ^ ��' Date Issued r ..ate:e.r _ r �...��.n...f' �Lr z..- .;.,' ' v. n d4...! :... • . •' .,�,+- . -;-- s :.y •t:.' fL.'"`S...s^.T•' ^'P' i-+. ^�., No. � Fee. S 2 THE COMMONWEALT4"OF MASSACHUSETTS w %_ b 3 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLEs MASSACHUSETTS 2pprication for Mi,5pogal *pgtem Com9truction Permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. Zd"7'_a ysoe 3 C�/ova /�,v� �IM�:s 'r3�2i2c� 9V.5'"-. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. r Z�4�P� G'a v57;` --Z;uc° ,u S�I Type of Building: Dwelling No.of Bedrooms •3 Garbage Grinder( ) Other Type of Building /P No.of Persons Showers 2.j Cafeteria Other Fixtures Design Flow J.44V 3 gallons per day. Calculated daily flow G D gallons. Plan Date 3/—9 L Number of sheets Revision Date Title / Description of Soil. C6.42 S 4C 15.4A�l r ¢- Nature of Repairs or Alterations(Answer whenapplicable) r 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 issu�thid of,-Health.AZI yp, k. Signed Date 3 zlfl ' .r Application Approved by V 7�I �s,.� -Application Disapproved for the following reasons Permit No.. Date Issued ==__�T_—_--- -- ` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS certificate of (CoMpliante `, THIS IS TO CERTIFY, hat the Dn-si_W Sewage Disposal System installed( )or repaired/replaced(L,,'�on by for as 1.0 &qAcie 5 if Awe , has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoJqP, ^-' dated Use of this system is conditioned on compliance with the provisions set forth below: r No. �" Fee �G?� `t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION .- BARNSTABLEs MASSACHUSETTS 3i5�pogal *p25; m construction Permit ` Permission is hereby granted to to construct(>,.-)repair( )an On-site'Sewage System located at 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. All construction must be completed within two years.of the date below. Date: Approved i t l - FEE- 1 11 5-96 THU;; 17 :&E, ENV IROTECH LADS 508 P,88 6446 p, 01 ENVIROTECH LABORATORIES, INC. MA Cert. No.: M-MA 063 449 Rto- 130 ` Sandwich, MA 02563 (508)888-6460 1 1-800-339-6460 FAX(508)888-6446 CLIENT: Joe Vaughn LOCATION: Lot 2 ADDRESS: 43 Trotters Lane Clover Ln. Marstons Mills, MA 02648 Marstons Mills, MA SAMPLE DATE: ' 2-8-96 COLLECTED 13Y: D.A. Scannell Wells DATE RECEIVED: 2-9-96 TIME: 2:53PM LAB I.D. #: B2093 JOB TYPE: New well SAMPLE I.D. #: E2093 WELT., SPECS. : 63, RESULTS OF ANALYSIS: Parameters Units Recomended Limit Result Coliform bacteria/100ml (IfF Method) 0 0 PH pH units 6.0-8.5 5.55 Conductance umhos/cm 500 240 Sodium m,:JA 28.0 35.4 Nitrate-N g/L 10.0 Iron 0.28 Manganese rq/L 0.3 LT 0.05 J/L 0.05 0.0.19 Volatile Organics See report enclosed. EPA 601/602 ug/L None detected. COMMENTS: Low PH indicates high corrosive characteristics. Sodium level is not a health hazard. Yes No WATER IS SUITABLE FOR DRINEING PURPOSES FO PARAMETERS TEST,D. XXX S Date l/ ;! 4ftb�nald J. a i Laborato Director LT = Less Than T GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: E2093 Lab ID: 12723-01 Project: Vaughn/Lot 2 Clove Batch ID: VG3-0507-W Client: Envirotech Sampled: 02-08-96 Cont/Prsv: 40mL VOA Vial/HCl Cool Received: 02-09-96 Matrix: Aqueous Analyzed: 02-14-96 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 5 Vinyl Chloride BRL 5 Bromomethane BRL 5 Chloroethane BRL 5 Trichlorofluoromethane BRL 1 1, 1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1, 1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1, 1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethyl Vinyl Ether BRL 5 cis-1,3-Dichloropropene BRL 1 Toluene BRL 1 trans-1,3-Dichloropropene BRL 1 ' 1, 1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 meta-and para-Xylene * BRL 1 ortho-Xylene * BRL 1 -Bromoform BRL 1 1, 1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS a,a,a-Trifluorotoluene 30 32 107 % 87 - 113 1,2-Dichloroethane-d4 30 32 106 % 83 - 117 BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). NO.--IV90---- Fee- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*r Well Con5tructionPermit Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: r Location — Address Assessors Map and Parcel Owner f-- Address ---D.k. � '--ell.-m/' f- -- I'-b-=N-�%� bo ^` c�P.e - A- Installer — Driller Address Type of Building Dwelling-- ------------------------------------------------------ Other - Type of Building -------- No. of Persons------------------------------------------ Type of Well-y" Capacity-------------------- - -- - - - --— Purpose of Well--- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificates of Corppliance has been issued by the Board of Health. �✓I ��' - - -��5 y—�- -- Signed -------------------------------- da Application Approved By -------------------------- --- -— --- date ---------- Application Disapproved for the following reasons:—-----__--------__-----_-----------___------------ -------------------------- G date AQPermit No. -1 --- — -- Issued---------------------------------------- — -- - date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f Compliance THIS IS nnTO C(RTIFY, That the IIn ividual Well Constructed ( �, Altered ( ), or Repaired ( ) by---------- C U n)P..c t.�.e[ Q/i 1�r —- --- --------------------------- at--�° �- — lc9✓e - --L`J --------------------------------------------------- ---------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No -���---b ----Dated 7): -5��---d THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-------------------—-— -- -- — -—- Inspector------------------------------------- ----------------------------------- 4,0 c ---'✓ a Fee BOARD OF HEALTH TOWN OF BARNSTABLE 'ApplicationjforVell Con4truct ion Permit ° Application is hereby made for a permit to Construct ( ✓), Alter ( ), or Repair ( )an individualWell at: E L T C /o v r! L . , /u U s l` .� ,:. ll� -fir —� --> ----F--------- --- - - — -- ——�—4--- — -— �_____ f - Location — Address Assessors Map and P,acel s. a, Owner Address t ®f.1 L` ------------------- a =N ---------------------- Installer — Driller ` Address Type of Building Dwelling---''—-------------------------------- Wt Other - Type of Building--------------------------------- No. of Persons------------------------------- -------------- Typeof Well z—---------------------------— -- - — --— -——-- Capacity-------------------------------- -- Purpose of Well-- ------ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed ----------------------------- = S- �at Application Approved By-- ---- --- - -- --- —-- -— -- — ------------ date Application Disapproved for the following reasons:-----------------------—--------------------------------------------------- ------------------------ - �i, date Permit No. --i — -- Issued----------------------------------------— - — - date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( "), Altered ( ), or Repaired ( ) A Scv� /f ,—,- / D�, /,.� bY- ---D ----- --`�'`- -------------- - -� ------------------------------------ / Installer at 1P7- - — — loJr/ 1 has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Prot/ection Regulation as described inAthe application for Well Construction Permit No.W& ---6--------Dated --- --_`' THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. ; DATE- - -- --- —-- -- — — -- Inspector--- - - --------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE lVell Con$truct ion Permit No. Vtd -- Fee Permission is hereby granted A-A ^ '��� � ------ to Construct ( t,), Alter ( ), or Repair ( ) an Individual Well at: -------------------------------------------------------------- - ------------------------------------------ Street as shown on the application for a Well Construction Permit No. --------------------- o —0- — --- --- - -- - — - Dated-—��--- -lz�h 6------------------------------------------------ �. ---------------- Board of Health DATE _— t ENVIROTECH LABORATORIES INC. 'J`' MA Cert. No.: M-MA 063 449 Rte. 130 . Sandwich, MA 02563 (508)888-6460 1-800-339-6460 FAX.(508) 888-6446 P .4 CLIENT: Joe Vaughn LOCATION: Lot 2 ADDRESS: 43 Trotters Lane Clover In. Marstons Mills, MA 02648 Marstons Mills, MA SAMPLE DATE: 2-8-96 COLLECTED BY: D.A. Scannell Wells DATE RECEIVED: 2-9-96 TIME: 2:53PM LAB I.D. #: E2093 JOB TYPE: New well SAMPLE I.D. #: E2093 WELL SPECS. : 63, RESULTS OF ANALYSIS: Parameters Units Recommended Limit Result Coliform bacteria/100m1 (11F Method) 0 0 pH pH units 6.0-8.5 5.55 Conductance umhos/cm 500 240 Sodium mg/L 28.0 35.4 Nitrate-N mg/L 10.0 0.28 Iron mg/L 0.3 IT 0.05 Manganese mg/L 0.05 0.019 Volatile Organics See report enclosed. EPA 601/602 ug/L None detected. COMMENTS: Low pH indicates hiah corrosive cha.racter .stics. Sodium level is notra health hazard. Yes No WATER IS SUITABLE FOR DRINKING PURPOSES FO PARAMETERS TEZSTD. XXX cDate ✓ � onald J. a i Laborato Director IT = Less Than 2-15-96 1'i :47 :GROUNDWATER ANALYTICAL ENVIROTECH 508-759---447:5;#. 2/ 4 GROUNDWATER ANALYTICAL. EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: E2093 Lab ID: 12723-01 Project: Vaughn/Lot 2 Clove Batch ID: VG3-0507-k Client: Enviro ech Sampled: 02-08-96 Cont/Prsv: 40mL VOA Vial/HCl Cool Received: 02-09-96 Matrix: Aqueous Analyzed: 02-14-96 PARAMETER CONCENTRATION REPORTING LIMIT. (ug/L) (u9/L) Dichlorodifluoromethane BRL 5 BRL 5 Chloromethane BRL 5 Vinyl Chloride BRL 5 Bromomethane BRL 5 Chloroethane BRL 1 Trichlorofluoromethane BRL 1,1-Dichloroethene I 1 Methylene Chloride BRL BRL 1. trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride 1 Benzene BRL 1 1,2-Dichloroethane BRL I Trichloroethene . BRL 1 1,2-Dichloroproppane BRL 1 Bromodichloromethane BRL 5 2-Chloroethyl Vinyl Ether BRL 1 cis-1,3-Dichloropropene BRL BRL 1 Toluene trans-1,3-Dichloropropene I l,l,z-Trichloroethane BRA I Tetrachloroethene I BRL I Dibromochloromethane Chlorobenzene BRL 1 1 Ethylbenzene BRL I meta-and Para-Xylene * BRL 1 ortho-Xylene * BRL Bromoform BRL I BRL 1 1;1,2,2-Tetrachloroethane 1,3-Dichlorobenzene BRL 1 BRL 1 1,4-Dichlorobenzene BRL 1 1,,2-Dichlorobenzene QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS . a,a,a-Trifluorotoluene 30 32 107 % 87 - 113 % 1,2-Dichloroethane-d4 30 32 106 % 83 - 117 % BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). 1� Building Materials List for Plan#1700-5 r -Local building code approved substitutions may be made to this list- 4-� Variations in construction methods and materials can require modification of this list. Every attempt is made for greatest accuracy,but typographical I iJi or human error is possible.Quantities verification by the materials supplier 0-'VA is recommended before materials package is finalized and/or shipped. J Concrete 8 Reinforcements For Slemwall/Fooling Foundation Poured-in-place concrete-- ------------------------------- --------- ---23(min)cy Vn #4 Reinforcing Steel Bar ASTM A-615 grade 40 35-20'pcs - �3 W/6 x 6-w1.4 x 1.4 wire mesh------- --------- ----------------- 861 sf 215 If,4'roll 5.8E .r.�•m '�°„+' Rough Framing q ( l 6'4S I Irk rgoo u��I lI /I n/� 2 x x 103 V2"HF/DF exterior"stud"wall framing-- -------------- - 105 pcs. - ���, js G= I 7 2 x 6 x 91-1/2"HF/DF exterior"stud"wall framing---- -------- - - -- 88 pcs. ®� r® " 2 x�.x 120"HF/DF interior"stud"wall framing ------------------------ - 18 pcs. 0�, X 2 x� HF/DF No.2 wall top plate ------ - -- 560 If l (/ 2 x q HF/DF No.2 pressure-treated bottom plate ----------------- 140 If 2 x HF/DF No.2 wall bottom plate ------------------- 118 If - 2xA HF/DF No.2 wall blocking material ---- - 80 If °`" ti a U 11-1/4 LP LVL Header 2650Fb 1 9E-------------------- 9'-9"length 2 pcs. - - - in lhV'f,Vt"Oy 2 x 6 DF No.1 Header-- ------ --- ------- -- - 8'length 7 pcs. 5 1/4 x 11-7/8 LP LVL Girder 2650Fb 1 9E(will trim to fit) - -----14'length 1 pc. L tY! � T j_ ! U /( 11141 �] ` 5 t/4 x 11-7/8 LP LVL Girder 2650Fb 1 9E(will trim to fit) ------17'length 1 pc. b /14 1 6 x 6 HF/DF No 2 Post (will trim to fit)- ----------- ---- -- 9'length 2 pcs. e 1 ` Z o Y v 2 x 10 HF/DF No.2 second floor foists(includes blocking material)- ---14'length 62 pcs. '! ( Q } N 3 1/2 X 9 1/4 LP LVL Header 2650Fb 1 9E-- 12'-6"length 2 pcs. I�x I i i6x f� �. L c m .«" -, 2 x 10 HF/DF No.2 rim joist material--------- -------- -- --_----_--- 48 If �- 3/4"T&G APA plywood exterior glue Floor ------4 x 8 sheets 26 shis. - y 2 x 12 HF!DF No.2 stair stringer ----- ---------- 20 length 4 pcs. - / 1 x 11.5 o.s.b.BN stair tread material will trim to fit)------- 4'length 15 pcs. Trusses:12 in 12 slope,28'span reduced height end trusses ------- 2 trusses 4/ l Trusses 12 in 12 slope,28'span attic type,2-ply------ ------ 1 truss ` Q Trusses:12 in 12 slope,28'span attic-type,1-ply---------------- 2 trusses NMI Upper Trusses:4.643 in 12 slope,28'span.regular type,l-ply----------12 trusses Upper Trusses:4.643 in 12 slope,28'span,reduced ht.end trusses----- 2 trusses 2 x 4 HF/DF No.2 lookouts material------------------------------------- 8'length 40 pcs. GARAGE PLAN #1700-5 2 x 3 HF/DF No.2 soffit framing material------------------------------- 8'length 26 pcs. 7/16"(3/8"min.)soffit panel material------------------- 4 x 8 sheet 8 sheets 34'X 28' - 1 ' Sheathing Materials C) 7/16"o.s.b.wall sheathing(for vertical sheet application � 9 )-------------4 x 8 sheet 74 sheets 15/32"5-ply C-D APA Plywood,ext.glue P.I.24/0 Roof 4 x 8 sheet 54 sheets 1 D Vapor Barrier Roof 15H bituminous felt paper in 36"wide roll--- ------- 600 If Wall 7#bituminous felt paper in 40"wide roll-------------------------------- 800It Building Code Compliance U'^ Floor.006"black polyethylene membrane------------------------------------- 900 sf I'his planset was prepared to comply Siding Materials w m with the prescriptive requirements j of the 2012 editions of the Z vV� 8"x 7/76"textured os.b.siding boards with 1"lap--------------------- 2127 siding area Metal Parts&-Misl International Residential Code(IRC) Z fyy� JI r Trim:J4 x 4---------------------------------------------------- 8'length 23 pcs. .Anchor lx)lts _ ,iia.x 10"ASTI.7 A-307 w/hex nuts-------------- 26 pcs. 1/X Trim:51. x 4 -----------------------------------------------------10'length 8 pcs. Flat washer:a-`2,:.. rr hick stl.Pl.for Z= -st� 54tTtfih t r .iia.- - '- pcs. Trim: x 3-------------------------------------------------------- B'length 4 pcs. impson H 11)connectors----------------------------------------- 30 pcs. Trim: 4 3---------------------------------------------------------10'length 4 pcs. a' Csinipson impson STI ID 14 hold-down straps------------------------------- 2 pcs. r � Trim: x�1(for soffit ends of rakeboards)----------------------------- 8'length 2 pcs. Sf2215 strap------------------------------------------------------- I pc Parameters For Design Z Fascia:1 x 6 - --------------------------------------------------------- 104 If Wind Speed: V Simpson U2111 joist hangers------------------------------------------- 4 pcs. -1 Rakeboard:2 x 6--------------------------------------------------------22' length 4 pcs. Simpson U2111-2 double joist hangers--------------------------------------------- 3 pcs. I iC mph Rakeboard:2 x 6-----------------------------------------------------18' length 4 pcs. Simpson CC5 1/4 Post"fop/Beam connector:s------------------------------------------ 2 pcs. Wind Lxposme:"B" u . Roofing Materials Simpson FPB66 Post Bottom connectors----------------------------------------- 2 pcs uI Composition Roofing Shingles------------------------------------------- 1440 sf roof area 16,1 sinker nails --------------------------------------------------- 511 lbs. Seismic Category:A,B and C Ridgevent material------------------------------------------------------------------ 34 If 8,11 conunon nails io'145 nails/Ib.---------------------------------------------- 50 lbs. Drip Ilashing for window/door heads-------------------------------------------------- 48 If Snow Load:30#/sq.ft. Window and Door Assemblies Handrail,"1 1/2"dia.,Wcxrd or metal-------------------------------------18'length I pc. 3050 nominal single hung window(s)--------------------------------------------------- 8 ea. Handrail Support Brackets------------------------------------------------------- 4 pcs. a 3030 nominal single hung window(s)---------------------------------------------------- 1 ea. 1 'I i pn 9'-0"x F'-0"sectional garage door------------------------------------------------- 2 ea. -'To advise corrections,Call 1-800-210-6776 Thank vou.-. / O ,3 N 3068 s.c.interior door w/auto closer ----------------------------------- 1 ea. A 3068 exterior door--------------------------------------------------------------- 1 ea. (electrical components and finishing;materials arc not included in this list) Building Categories and Dataj_' O .a ( ) z u OCiupvuv Classification:"U"("R 3"only as j m applicable) O = Q = COn9ti'rretiOn Type:"V" Z lj LL a. cm Grade-To-Ridge Height:24'-4" p v SHEET Gross Building Area:, F First Hour Area:896 Sr ~ Second Flour Area:QIN SF r5-( J of 10 -. T. LINE OF ROOF OVERHANG ABOVE HANDRAIL -- - -i— --- J- LINE OF ROOF OVERHANG ABOVE j 3 30 I --- _ — - -- -- -- - -- ---- `-- ---- - _- --- 1� R5T FI OOR f ALTERNATE ( - U.'T�_ I �f _) _.�Jjtf A DHEIGHT` '�I � CAT 3 I/2 X 9 I/4 [Ail-HEADER ,•� I f-1- ���� � Q I /4"H.OPENING ` CF_W'TERED IN FRAMED N!ALL I �� I 0 0 --------- ---- \ / (2xGA5 I = oi ALTERNATE) NOTE: 0 WHEN REQUIRE BI,IIID I ( U 2 X 4 FRAMED ALL FNCLO5URE FCJR EGPE55 v W/5/5"TYPE X�,WB AND i I I O S.C. DOOR W/AUTO I? CLOSER I w b m m 00 _.... , �. LOFT ' I I \ STEEL ('BEA� (31 M I I I oz rtua olm w j J 1 2'-0"Vv. x 7'-1 114"H.OPENING 2-CAR GA E z p CEtJTERED IN FRAMED WALL d? j CONCRETE 5LABJfLOR N Ln cp CD 3 112 X 9 114 LVL HEADER I — �_-- -------- m ,I - ----- ---- ----- ----- t I QO - -�- ——— I � i... 0 S/ ° I aJ - ----- -- - - - - Z -- --- - --------- �1 I I z i 6CL I O' _ - 14 4 6' I O"" CONSTRUCT AS - m 25'-0" _ _ —� "ALTERNATE z - BRACED WALL V n �_ PANEL"-SFE BRACED WALL5 A5 PER DETAIL 4 1 IRC RG02.10. SECOND FLOOR PLAN APPLICABLE FOR LOCAL CODE5 FIRST FLOOR PLAN (SHOWN: -------- - - --- ) SCALE:1/4"=V-0" SCALE:1/4:=1'-0" EXTERIOR BRACED WALL5(1-:9N. 54") z NAIL SIDING PANEL5 OR 5HEATHING Q W1 5d @ G"o.c..EDGE5 AND @ 1 2"O.C.. a FIELD AND BLOCK AT HORIZ.PANEL JOINTS. LEGEND NOTE: d oc PROVIDE ALTERNATE BRACED WALL 5EE EXTERIOR ELEVATIONS O vIr O PANELS AS INDICATED. SWITCH LOCATION FOR SIZES AND FUNCTION O J O U. J -t�} CEILING MOUNTED LIGHT FIXTURE NOTE: LL z �- DOOR AND WINDOW HEADERS O 1- O SHALL BE 2-2 X G UNLESS u U) W 0 VOLT DUPLEX OUTLET z Lu LL to OTHERWISE NOTED U FLOOR PLAN DIMENSIONS ARE TO FACE EXTERIOR WALL-MTD.LIGHT FIXTURE G, � OF FRAMING OR CENTERLINE OF BEARING. SHEET TYP.A5 5HOWN - I- ELECTRIC PANEL OR 5UB-PANEL 2 I.� LOCATION, INSTALL PER LOCAL CODES 2 V OF 10 / END TRUSS, DOUBLED JOIST,TYP. i U2 10 HANGERS - WHERE SHOWN SEE \ 7% �� U210-2 HANGER �_ 28'-O" REDUCED TOP /- FOR LOOKOUTS--- STRUCTURAL NOTEG 5 2 X 12 STRINGERS ---- -� / / 2 X 6 RAKEBOARD r i l LL EA IN WA B ON�II I �� / - - , MI -=DOUBLE ?_ X 10 JOIST _ ;i. -. ._. 1 --- � -_-_-I 2 4 DD R \ 0 u / i 24 O. @ / O F MI G m O m - -2-PLY TRU55 j PROVIDE DIA.X -- p 10"ANCHOR BOLTS - - - I N9 7'E,,MBEDMENT @ 0 f V -- -- -- FACE OF MAX,4 FT.O.C. 0, _ - ------- -ri-- -- - - i TRU55 1 SPACING AND MIN. I - -- -------- _ - END I - - 12"FROM WALL 5 48,X 36" S I- - STAIR 51DEWAI-L BELOW lT — —1 - -- __ AND CORNERS CONCRETE j = z V L� DOUBLE.FLR.JOIST 15 I ( v z -- -------- --I-- OC LANDING _ � w �-�+ 2 X 4@ 16"O.C. FRAMED �qrj Fn O y _---I:I- ---- - -_ BUILD GUARDRAIL ABOVE �OV `O AS REQUIRED ' - ----- --_--� -- - - 3"J015T LAP.TYP. - __ _ _r FLOOR BEAM BELOW: z a I - 2G50Fb 1.9E -- --- w...—_---_-- ------- - -- w Z N -- - 5 114 X 1 1 7/8 LVL [OR(3) 13/4 X 117/8 I O I ---=0- -- _--� _ I NAILED TOGETHER] I O � u p I � _ I ---- 2 X 10 BLOCKING _ C ID O o_ 5 -- I BETWEEN JOISTS, _ __ F N (51M.) ----- .. — __ --- - TYPICAL b d - -- r --- I X 6 FASCIA, «.,� . 3 v l o0 I � 2 X 4 EYEBROW --------- - _- --------- z-�IT j/SOFFIT RAFTERS @ 24"O.C.W/2 X 3 I z SOFFIT FRAMING. ) CONCRETE- w w I SEE DETAIL I SLAB FLOOR I O �7 ® _ FACE OF SLAB EDGE TRU55 THICKENED --- - - - - - - -_-_ ---�- TO 8"WITH I L j) AO ATTIC-TYPE MANUFACTURED #4 REINF- 1 p O 1 \ST TRUSSES.SEE CROSS-SECTION O SEE DETAIL I O - ------------- % 5T22 1 5 STRAP LL LINES OF CONCRETE I 2 X 4 LADDER /` NAILED OVER TOP �- FOUNDATION WALL END TRUSS. REDUCED TOP 2 X 6 RAKE- O FRAMING @ i OF PLATE AND AND CONTINUOUS z BOARD,TYP. FOR LOOKOUTS 5THD 10 HOLD- Q 24"O.0 TYP. BEAM FOR PLATE FOOTING BELOW.SEE 4 z CONTINUITY. TYPICAL WALL SECTION 6 / DOWN ANCHORS BEAM END BEARS ONTO --- � DO C ORS � 7 REQUIRED-SEE 4-5TUD POST IN HALL BELOW. CENTER ON P05T I TOP OF BEAM FLUSH W/TOP "ALTERNATE m OF WALL TOP PLATE.SEE BRACED WALL z © N PANEL DETAIL" V 1 4'_0" SECOND FLOORILOWER ROOF FRAMING PLAN 4 w FOUNDATION PLAN 0 5 1/4"WIDE LVL BEAM a /- ad WALL DOUBLE TOP PLATE 7 O 6 X 6 P05T - THICKENED SLAB. oa Q MONOLITHIC-POURED '- ' ST22 1 5 STRAP FULLY NAILED FOOTING W/ (2)#4 `i'O O 0 l SIMPSON EPB66 \ o. POST BASE W/ I CONT. EA.WAY O -3/8"PLYWOOD FILLERS 6 EMBEDMENT \ a p Q zpZ 4-STUD POST IN WALL- I O Z O L FULL HEIGHT STUDS VO O cn O BEAM END IN WALL SEE FDN. PLAN I i SHUT CONCRETE 51AD J• W cc pS� gE," V 3 O1 THICKENED SLAB � - o POST FOOTING DETAIL Ii u of 10 14 = 12 MANUFACTURED REGULAR TRUSS ROOF o = 4.643 cb LO FT \\ i O / 2 X 10 BLOCK NG w 3".LAP �� / 2 X ot FLOOR JOISTS \ B '— o O EYEBROW Rc \ 5 1/4" x 1 1 7/5" LP LVL SOFFIT ATT/ FLOOR BEAM TO FRONT V GAD A G X G P05T GARAGE DOOR TRACK TYP. P051TION GRADE CONCRETE P05T INTERIOR BRACED FOOTING AS SPECIFIED I 1 WALL PANEL, TYP. ' CONCRETE FOUNDATION CONCRETE SLAB FLOOR A CROSS-SECTION A) -� SCALE:1/4" =1'-0" I TYPICAL 7 WALL SECTION • REQUIRED LANDING CLEARANCE MANUFACTURED ATTIC ENVELOPE TRU55 ROOF 12 - - 0 O = 3'_0" 42" HIGH, 2 X 4 FRAMED ! 12 I HALF-WALL (GUARDR)\IL) SEE _ N JOIST HANGERS FOR STRINGERS _ LO TO DBL. JOIST - o Q ►� I� III II II II w i II `I� n 11 2 X 10 TRUSS BOTTOI C) I II u 14'-0 CHORD REQUIRED w�u _ 40#/5F LL LOFT FLOOR -� IN 1 1/2" DIA. WOOD I I I I \ N = HANDRAIL (3G" HEIGHT I II O w W/ = O W/ (4) WALL-MOUNT II III I II w 3 (1) o O BRACKETS II II II I I `n DO R ~ O 2 X 12 STRINGERS II II II II �° = I II II n II � - � I II II II II I " NOSING, TYP. I II ;I II II II I it II II I II L _II — 11 1 II— —11— 5/8" TYPE 'X' G.W.B. BELOW STAIRWAY AND ON2X4@ IG" O.C. \ ! FRAMED STAIR 51DEWALI_ 15 TREADS 10" G BELOW SECOND FLOOR LANDING 33 TYPICAL 7 WALL I SECTION i i I i B CROSS-SECTION i SCALE:1/4" = 1'-0" I " i i i COMPOSITION ROOFING RIDGEVENT.CONT. I X MULLION TRIM,TYF. DRIP EDGE FLASHING.TYP. - 2XGRAKE BOARDS.TYP. 0 Q) 5/4 X 4 WRAP TRIM- - 3050 3050 BUTT SIDE 3050 M35 r Qkii 3050 3050 SINGLE HUNG ::- ... .. OP AND BOTTOM �HUNGIE:: .. t1UNG HUNG �►JI 51NGLE SINGLE 0 .._� MEMBERS.TYP. .. - - di FLASH C m co c I X G FASCIA. TYP. .._ _ _ -. ROOF, TYP. EXTERIOR --- 5FC.QNQ _ - LIGHT FIXTURE. O TYP.D WHERE V U SHOWN I Z -._ .__.. it -�I M _ n I I yr 1 ._.- . .----- - 5/4 X 4/5/4 X 3 i --� �� 1 L11 O II 1 LLL _.. CORNER ) - -- - ---- GARAGE DOOR I I 1 W.X 7'H. ( ry - _ BOARDS � ' -�r-�---�� R � (CIA), � o _ RAGE DOO 1 9'W.XTH IIIi 1 � I itd x --- - GRADE LINE :� - (�_i___! �,I_�illl lI - -� OOR LINE(TYP.)_, "- I" _- LINES OF -- - --- --- ------------------- -- ----- - FOUNDATION NOTE: SIDING: FRONT ELEVATION NOMINAL WINDOW SIZES ARE LEFT SIDE ELEVATION 5"X 7/1 G" TEXTURED O.5.B. SHOWN: FEET/INCHES WIDE SCALE:1/4"=1'-0" SIDING BOARD5. OVER 7N FELT SCALE:1/4"=7'-0" X FEET/INCHE5 HIGH.TYP.- VAPOR BARRIER.OVER SHEATHING NOTE: VERIFY FRAMED OPENING (APPROVED ALTERNATE 51DI14G NOTES AND MATERIALS INDICATED REQUIRED BY PRODUCT MFR. Lr) MATERIALS MAY BE SUBSTITUTED) IN THIS ELEVATION ARE TYPICAL C FOR ENTIRE BUILDING A5 APPLICABLE NOTE: C) ALTERNATE SIDING: NOT,, FLASH OPENINGS AND PROVIDE 7/1 G"TEXTURED 0.5.13 51DING FOR ALTERNATIVE SIDING PANELS WEATHERSTRIPPING AS REQUIRED ri PANELS OVER 7#FELT USE I X TRIM BOARDS-NAIL OVER BY LOCAL CODES VAPOR BARRIER ,SIDING PANELS.TYP. aJIKJl s y�v�� z )Q4 z z 3050 ro.. .._ _... - --... 3636 I2 � I 0�j 3050 -- = SINGLE _... - __ SINGLE' SINGLE .._._.. . . HUNG -- HUNG - - HUNG . .__ _.. .. .. ... .... - __ .._ --_. z Qa a�aw aww �W0m o _ SHEET ------------------------------------- `------------------------------ REAR ELEVATION RIGHT SIDE ELEVATION Li SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" 0u OF 10 / r LO J IE -- LOCUS MAP NOT TO SCALE k/ 0 c_o O 0 J 0 �O W O' j LOT 2 1 29,335.3± SQ.FT. OR 2.97± ACRES 8 ?� SHED WELL / DECK _ EXISTING DWELLING "i �L # 73 �p�' PROPOSED ° ti� GARAGE U�.I V-EVFAY LCB/DISK FOUND wTIN6 24.6±' O N LE H w A I ,� �`° ^(D' ZONING SUMMARY co ZONE CLASSIFICATION: RF MINIMUM LOT AREA: 57, 120 SQ, FT. Q� MINIMUM LOT FRONTAGE: 150ft. MINIMUM YARD SETBACKS : MIN. ::PONT SETBACK- 30ft. MIN. 51DE / REAR - 1 5ft. R=52 S A=1 j' A55E55OR5 MAP 047 PARCEL O 10003 THE EXISTING DWELLING SHOWN CLOVER PLOT PLAN ON THI5 PLAN WAS LOCATED LANE BY AN INSTRUMENT SURVEY ON / 5HOWI NG A FROP05ED GARAGE AUGUST 9, 201 G AND EXISTS (PRIVATE- 50') ON THE GROUND_A5 SHOWN. j PREPARED FOR MP.A� MR5. GLENN McALPINE P'VjNOFtitys #73 CLOVER LANE RICHARD �yGN j MAR5TON5 M I LL5, MA55ACtH U5ETT5 HOOD y N . 35031 CANAL LAND SURVEYING and PERMITTING INC, JOB No.: I Goes P IDATE: i OAUG 16 land surveyors -engineers SCALE: I"=50' Fi (• Q. 30G Old Plymouth Road, Sagamore Beach, MA 025G2 DATE PROFE551 EYOR Ph: (508) 888-5955 Email: canal5urvey@vertzon.net DRAWN: PDR CHECK: rh try 00 rf ® t Roc Lone ca O mt0\° Q N 0 c.D zO � LOCUS d° O o g vi nes Rd APPROX. SHED w J a LOT 2 WATERLINE WELL w - c t 29,335.3— 5Q.FT. 9 W _ L. o r, 0 Ov OR — 98 97,82 Cj 2.97± ACRE � 5 DECK x z 98,65 98 � Z c EXISTING x U_ 0 LOCUS MAP DWELLING — C) 99 rh NOT TO SCALE n V. BENCHMARK # 73 J �X 5TI NG GARAGE N p�� MAGNETIC NAIL SAT � I+ � WITH od` �,O 100.00(ASSUMED) PROPOSED gg 70 .► c �h 1+ IN-LAW x W Z O 100,55 I bRi ,Eu A..- ' 99 0- x I w LCB/DISK EXI5ITNG SEPTIC SYSTEM I C o FOUND (PRIMARY DWELLING) I 12 O ,__ _ U I 100,08 P OP05ED �� 99,9 1h C \ 3 �o I EPTIC TANK W DTP-1 00 � c; O To I POP, 5.A.5. P_2 / Z ^o Z , mo QO i O o a!v ^ 10.86 �\ TP— I o 100.5 11 x RESE E 21 ' 3 W' CL � 101.85 Q AREA \\�'f 0 U I O' 00 / 100,E 100.6 (min.) � 00,9:31 —5 2 2 h Q � _ Q�� (p Of MOSS A—i p 1003 1.42 o PETER T. ✓' .. McENTEE 101,33 � VIL NoC135109 --10--EXISTING CONTOUR RfGI$TER`� �c� x 10.12 EXISTING SPOT GRADE CLOVER F —W EXISTING WATER SERVICE LAN E C M —W PROPOSED WATER SERVICE 101,53 �1 �,� �` " in (PRIVATE- ') (D 50 " ^ TEST PIT / OWNER OF RECORD ,�, ,C y BENCHMARK GLEN McALPINE c �3 LEGEND 73 CLOVER LANE MARST .� C 00ONS MILLS, MA 02648 w W N r GENERAL NOTES: 00 CV SEPTIC TANK 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL co o PROPOSED D-BOX BOARD OF HEALTH AND THE DESIGN ENGINEER. INSTALL RISERS & COVERS OVER INLET AND INSTALL RISER & COVERS PROPOSED S.A.S. 0 m OUTLET SET TO 6" OF FINISH GRADE. 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Z AS REQ'D AND SET TO INSTALL RISER & COVER OVER ONE CHAMBER OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE Q Q T.O.F.=101.2f WITHIN 6" OF GRADE. AND SET TO WITHIN 6" OF FINISH GRADE, TO. LOCAL RULES AND REGULATIONS. a] SERVE AS INSPECTION PORT. t4N4 L.=99.9f(EXISTING) F.G. EL.=100.8(MAX.) 3 TOE INSPECTION SEWAGE I AND APPROVAAL L BY SHALL HE OARD OF HEALTHAND THE • c LL CLEANOUT /- F.G. EL.=100.Ot F.G. EL.=100.8f DESIGN ENGINEER. W N / 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING o FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 2' L = 14' L = 10, ENGINEER BEFORE CONSTRUCTION CONTINUES. (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. �/� (n PVC 4"SCH40 PVC 4"SCH40 PVC V/ p r 6a as 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF" is" s aaaa�aaa THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF (� O a0a96BB HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. > tt V.=97.66 48" LIQ. _ �- ( i 0 LEVEL GAS INV.=97.27 4' 4.8' 4' 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE (GARAGE/IN-LAW). Q_ U INV.=97.10 WATER SUPPLY PROVIDED BY T (EXIST. HOUSE). W INV.=98.Ot BAFFLE PROPOSED D-BOX EFFECTIVE WIDTH = 12.8' ��� w (VERIFY) " ' INV.=97.4t INV.=97.0 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. N jm H-10 PROPOSED 1500 GALLON SEPTIC TANK 1-500 GALLON LEACHING CHAMBER 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS Q w c SURROUNDED WITH STONE AS SHOWN AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE W W 'a H-10 DIRECTED BY THE APPROVING AUTHORITIES. CAI QZ H-10 RATED 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY O J NOTES: TOP CONC. ELEV.=97.8 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 0 BREAKOUT ELEV.=97.50 CONSTRUCTION. 1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE a INV. ELEV.=97.00 easa6Be 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE INVERTS, PRIOR TO INSTALLATION. aaaaa -aaaa L Ba96 aa6a0 SOILS BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 0- 0 0 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=95.00 4' 8.5' 4' REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). J GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 4' OF NATURALLY OCCURRING 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 0 STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). PERVIOUS MATERIAL 16.5' INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. CL o 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND M 0 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. d^ AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W., EL.=89.8 = 3/4" TO 1-1/2" DOUBLE WASHED STONE 14. THE AS-BUILT INFORMATION FOR THIS PROPERTY IS NOT CONSISTANT. o O0 z cV CONTRACTOR SHALL VERIFY THAT ALL SEWAGE GENERATED BY THE FACILITY IS 3" LAYER OF 1/8" TO 1/2" DIRECTED TO THE PROPOSED SEPTIC TANK. . OI Li w 0 SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE 15. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC o N N (OR APPROVED FILTER FABRIC) SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. o z o w d Y DESIGN CRITERIA SOIL LOG o DATE: JULY 16, 2018 (REF P#15,716) N w NOTE: EXISTING DWELLING IS ON SEPARATE SEPTIC SYSTEM b SOIL EVALUATOR: PETER McENTEE PE HAVING AN APPROVED DESIGN FLOW OF 330 GPD. Q L WITNESS: DON DESMARAIS IRS HEALTH AGENT '� �* NUMBER OF BEDROOMS: 1 (IN-LAW APARTMENT) ELEV. TP- 1 DEPTH ELEv. TP-2 DEPTH ELEv. TP-3 DEPTH ELEV. TP-4 DEPTH �/C� �' � SOIL TEXTURAL CLASS: CLASS I ao o„ 100.2 o o o" DESIGN PERCOLATION RATE: <2 MIN/IN 100.1 A A 100.3 A 100.4 A DAILY FLOW: 110 GPD SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM �0 N 10YR 4/2 10YR 4/2 10YR 4/2 10YR 4/2 �.�. O DESIGN FLOW: 220 GPD 99.9 2" 100.0 2" 100.1 2" 100.2 2" ^� , < GARBAGE GRINDER: NO-NOT ALLOWED WITH DESIGN BSANDY LOAM BSANDY LOAM BSANDY LOAM BSANDY LOAM 10YR 5/4 10YR 5/4 10YR 5/4 10YR 5/4 is PROPOSED v - LEACHING AREA REQUIRED: (220 GPD) = 297.3 SF 97.4 30" 97.4 31" 97.3 24" 97.2 26" o H v 74 GPD SF Cl M-C SAND Cl M-C SAND 40" C1 M-C SAND 42" Cl M-C SAND �* SEPTIC TANK z N / (5% GRAVEL) (5% GRAVEL) PERC (5% GRAVEL) PERC (5% GRAVEL) + 2.5Y 6/4 2.5Y 6/4 58" 2.5Y 6/4 60 2.5Y 6/4 ^� o PROPOSED SEPTIC TANK:1500 GALLON 91.4 86" 91.2 84 93.1 81" 93.6 82" C2 C2 C2 C2 N6• PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS `p o MED. SAND MED. SAND MED. SAND MED. SAND �X C USE 1-500 GALLON LEACHING CHAMBER IN SERIES 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 SURROUNDED BY DOUBLE WASHED STONE-ALL SIDES POSEal . C? M SIDEWALL AREA: 2(12.8' + 16.5') X 2 = 117.2 SF /(� S.A.S. >.'i y M BOTTOM AREA: 12.8' x 16.5' = 211.2 SF `\� a CD o S�• ` C TOTAL AREA:..............................................................328.4 SF 90.1 120" 90.2 120" 89.8 126" 89.9 126" Y y •- DESIGN FLOW PROVIDED: 0.74 GPD/SF(328.4 SF) = 243.0 GPD PERC RATE < 2 MIN./INCH S.A.S. LAYOUT 0 NO GROUNDWATER ENCOUNTERED w Li c"I uo v _.___ ___ � _____- - �- I I--------- � 71wl- 1 7 , ,'--'7'7 ____j -______-----i-_- 1 -�-77�rz vr�%:;- �, 1'.111srl��-111 7;rt, -_��_1-7,.�,,,,,7�� �T ; -,7r '!��" 77�",I`-_,7,7,�-,:`77" , �; t, , ' ' -777777-777 _17 �-,-,-�7' 7 -7 ` 77�7 7.. 7,17 77777777777 "-"'.:-"',� . , ,,�- , 7�� I�Ito,N 71171�1_1�2., , -- - 77�71,777-7-,�7 -- `7 7 7 7 , - ,7- - -- � , -, - - 7---' "�'' ' � -_ I , I I � � ,� , , , , -,- - �,- "� , , ,. � :,,,,�: . 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