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Home My WebLink Aboutpitkin.bldg.264916101020 DOCUMENT LAYOUT Certificate of Occupancy or Letter of Completion (most recent project) Permits Final Inspections Any Supporting Documents Site Plans (no architectural plans) If there are previous projects they will follow in the same order. onaitiona~ ce'rtiticate of occupancy Pitkin County Community Development Department This certificate issued pursuant to the requirements of the 2003 edition section 110 of the International Residential Code. It certifies that at the date of issuance; the structure as described-below was in compliance with the various resolutions and ortlinances regulating Building construction and usein Phis jurisdiction. Use Classification: SFR Building Permit: 0023.2007.PRBK Building Address: 0515 CRYSTAL CIRCLE CARBONDALE CO 81623 Owner of Building: MARK MCLAIN Owner Address: 1018 COLORADO AVE GLENWOOD SPRINGS CO 81601 Group: IRC Type of Construction: VB Use Zone: RS-30 Description: ParcellD 264916101020 2,426 square foot three-story residence includes one attached 516 square foot two-car heated garage, two bedrooms, two full baths, and one kitchen. Comments & Restrictions: BOCC 93-116. McLain Amended 1041 Hazard Review Site Plan recorded at Book 72, Page 23. Conditioned on completion of a permanent fall protection guard prior to October 31, 2008. I Bw ding Official Date Note: In all occupanNes, except R, this ceruflcate must be postetl In a conspicuous place near the main exit on the premises for which it is Issuetl. Any alteration or use of these descr2ed premises or portion thereof without the written approval of the Builtling Official shall negate this C.Q. and subject it fo revocation. ,. ~__ ASPEN ~ PIITICIN COMMU11rIT'1 / PITKIN COUNTY South Galena 970 / 920-5526 ~en, CO 81611 970 / 920-5532 Irispecfoi jlicant to complete n bered_spaces only ' JOB ADD DES 1. `' ,,, c't ~ 1.~~ LEGA LOT NO. „~ BLOCK ~`' 2. DEGC. ~ ,5 ~~..,. OWNER ,,~ OWNER'S AUTHORIZED AGENT ~/ 4. Srn~C' CONTRACTOR ' 5. ~ ARCHITECT OR ENGINEER OF RECORD 6. ~C CLASS OF WORK 7~ I"~+NEW ^ ADDITION ^ ALTERATION ^ REPAIR ^ USE OFBUaDING SINGLE FAMILY ^MULTI-FAMII 8' ^ COMMERCIAURESIOENTIAL ^ COMMERCIAL ^OT VALUATION OF WORK EXISTING SO. FOOTAGI 9. $ a~ ~ 3 10. „i--- 11 . Is there food service in this building. ^ves ~ n 12. Is LPG used? 1~YES ^ No 13. ParcellD#ca11920-5160 ~c54~`1 1< --~ 14. Description of Work 1 OPMENT DEPARTMENT PERMIT APPLICATION ~,~_. .wr~, ,.,~.,.,.. O ^ 9 j` ©~ 2 ~ 8? nspecti 370 / 2 0 on L ral ine EFiNl1T~, G Permit ,.., ...... . . ~, .. •. B D ~' OR SUBDIVISION / A (^SEE ATTACHED SHEET)''- CO_ /0P/~ C~fCtiyua~~.~ 21P "'" PHONE FD 'G a~ `~'~~~~~~1 7 ' ' FN - PHONE LICENSENb MH RHONE"' LICENSE NO ~ MQ 77 F . - , . •. '. ," • . _ LlOFNSE NO~ ._ . PLfONE. . ,. SN ' ENERGY CODE FEE '.~,'~ USETAX CENSUS CODE G.I S. FEE pp O 2 Z3 _ io l ~-~ z - a PLAN CHECK FEE it "~ PERMRFEE Z, ° ZONING FEE I t ~ .A ~ 9 S t 23 b5 OTAGE Type of Cgnstr~M'iop S Occupancy Gmu Lot Area ~ r v Size of BUiltlin Rotsl Square t9.) No. of Stores ~ Occ. LOad _ O /n/ 4" 4 Z m ., NO.OF BEOROO S Use Zane Fire Sprinklers Rtpuiretl? ^Ves^NO / J < l~ / ~ y Alarm System Requiretl? ^Ves ^No No. of Dwelling Units OFFBTREET PARKING SPACES ^ 1 0 ~' H.P.C. U .X ~ Gt i .A' ~,^/_/! PARK DEDICATION NV .HEALTH PRESUBM AL APPLICATION ACCEPTED PLANSC CKED PPPgOVED FOR ISSUANCE NGINEERI BV BY~ 'BY _~ BY PARKS NATURAL RESOURCES' DATE PATE DATE '~_ DATE FIRE MARSHAL NOTICE WATER TAP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL. PLUMBING, HEATING. VENTILATING ASPEN CONSOL. SAN. DIST. OR AIR CONDITIONING: " n~ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER L..I..C a NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED ORABANDONED FORAPERIOD OF 180 DAYS ATANVTIME AFTER WORK IS COMMENCED ~' PAYMENT OF PITKIN COUNTY USE I`AX I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED ' SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOV ""- ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHERiER SPECIFlED HERE1N'OR ^ DEPOSITMETHOD .S%OP 25% OF THE PERMiT VALUATION PAID NOT THE GRANTING OF A PERMR DOES NOT PRESUME TO GIVE AUTHORTf1'TO VIOLATE qT ISSUANCE A FINAL'REPORT ONTOTAL ACTUAL COST MUST OR CANCEL THE PROVISIONS OF ANV OTHER STATE OR LOCAL LAIN'REGUEATINGbON= ~ BE FILED WRH W 90 DAYS OF SUBSTANTIAL COMPLETION OF ' STRUCTION OR THE PERFORMANCE OF CONSTRUCT70N:"tt1S MV'RESRON51BIL'ITY'TO" yyORK AND / OR ISSUANCE OFTHE CERTIFICATE OF OCCUPANCY REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARE dONTAINED THEREON " AND SEE THAT THE STRUCTURE AND/OR PROJECT"76 BUILY'IN COMPLIATVCE fNTTH ALL APPLICABLE CODES. - ^ EXEMPT. EXEMPT ORGgNIZATION ' ^ RESALE. STATE &PITKIN COUNTRY RESALE N0. sICNATURE OF CONmACroR ) NATE1 ANYONE WHO USES AND/OR CONSUMESBUILDING MATERIALS AND FIXTURES IN /1~~'? L~/JE/"' PITKINCOUnINfSSUBJECTTOTHE.S%USETAX. pR N~r^N`gME ^.Ty PROPERTY LIENS MAV BE PLACED ONTHE OWNER'S AND /OR THE CON _ "" ~ r ~ TRACTOR'S PROPERTY WHEN'U5E TARTS NOT RAID Q~ SI ATURE OFOWNER (IFOWNERBUILDER) (pgTE) 1:1• THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK S7ARTEti'WIYNB~~T~p~"RNi7T`WICL`B~"CS'~'C78L~F'EE" '~~~" ~ `~ Energy Code Plan Check Fee Zonin F p~ ~ GIS Fee ermit~ j Use Tax Deposit Fee tc 31 t ~~ d - WHITE- ILE COPY CANARY-APPLIGA T ~` ^^ /15/2007 23:09 FAY 970 945 2748 ~Ys-- ., ~Fiighl an'er"""1~'bB~S'C8'~ `~~ - ~ 001 i PITKIN COUNTY "~ COMMUNITY DEVELOPMENT O"E~'ARYM~IVT CITY O~ASPEN ^ 97D/920-5526 130 S. Gatena 970 / 920-5090 970 / 920-5532 Inspection Line Aspen, CO 81611 97 0-5 48 Ins Li e 0 9~~ t _ PERMIT NO_ JOB ADDRE33 - -/fib S~~ y L OWNER ~ MAII ADDRESS TIP ~~~" .- HONE IY-~-l,~i~n Bois' C'o Avg G=tySyCo 8'l~0/ _ !P/8~~5/7 q A PHONE CITY LICpENSE NPQ STATE LICENSE NO. C MRACTOR ~ MA` ADOPES /~~ is ~ ` ~ LJ/w0 / V WS ~ USE OF BUILDING COMMERCIAL ~ RESIDENTIAL - ~ BUILDING PERMR csD~. K - ~ - ~ - ~ ~ estalir"'arit'in tfiis building? VesO No~ GLASS DF woRK: NEW O ADDITION O ALTERATION O REPAIR is there a r Type Of FUD: Oil O NDlural GaS O LPG 17 WILL PENETRATIONS DE MADE IN FIRE RESISTIVE CONGTRUCTION4 YBS O NO It yes, a plan review Is required. - --_. r- De~~sc''ritinne/nw~ork: //aa ~~J,~/`,N~ ' /fv ~ PERMIT FEES. d NO. TYPE OF FIXTURE OR ITEM FEE ~ ~ Water Closet (Toilet), Bidet Bathtub ' - Lavatory (?Nash Basin) _ Showor _ Kitcnen Sink & DISp. _ Dishwasher Laundry Bar, Utlllty Sinks GidtFies Washer ' - - --'" - - Floor Sink Floor Drain ' SPECIAL CONDRIONS; W2teY HEBLbr M/BTU ea. Gas Systems: # Outlets Water Piping & Treating Equip. W ~ Other APPLICATION A CEPTEU: PLANS HECKED: A PROVE ANCE: _ N - BY . _. BY ....-... BY ..._ omm _ ~ _ omm __ Date r !, U Plan Review $ NOTICE ___ Fixture Fee $ THIS PERMR BECOMES NULLAND VOIU IF WORK OR CONSTRUCTION Alrl'HORIZED IB NOT ' Permit $ 170N OR WORK ~ SUSPENDED Oft COMMENCED WITHIN 1a0 DAVS, OR IF CONSTRUC ABANDONED FORA PERIODOF 1a0 DAY3 ATANYTIME AFTER WORKISCOMMENCEO.IFTHIS ' SUBTOTAL $ C PERMITIS IGSVEDTOAPROPERTY WRHINTHEASPENCONSOLIDATEDSAIJITATION DISTRICT U T THE PROPERTY OWNER IS RESPONSIBLE FOR ADDRIONAL SEWER lSEFEES. se a% $ I HEREBY CERTIFY THAT I HAVE DEAD AND EXAMINED THIS APPLICATION AND KNOW THE .TOTAL DUE $ GAMETO BETRVEAND CORRECT:ALL PROVISIONS OFIAWSANDORDINANCES GOVERNING TH13 TYPE OF WORK WILL BE COMPLIED WRH WHETHER SPECIFlED~HEREN'OR NOT: THE ' GRANTING OFA PERMITb0E3'NOT PRESUMETO GIVEAUTHOARYTO VIOLATE OR CANCEL SELECTION OP METHOD FOR PAYMENT OF USE TAX THE PROVISIONS OF ANV OTHER STATE OR LOCAL IAW REGULATING CONSTRUCTION OR TRUCTI TH ERFURMANCE OF CO N ON. ~ / - MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ( ~ ~ ~ ~' // S~~J A9RF ruAE Oe coumncroM Oa nunwRlzEO AOENr (oATB O DEPOSIT METHOD:'/i of iYo OF THE MATERIALS VALUATION PAID NOW ~-4n'K,L /3ac.rr'O~JS AT ISSUANCE. FINAL REPORT ON TOTAL ACTUAL MATERIALS COST PRINT NAmE MUST BE FILED WITHIN 90 DAVS AFTER COMPLETION OF WORK. GENERAL CONTRACTO S HO SING TH S M T U O sICNATUne op owNER gF OwNES eulLOenl (onmi R C O I E HOD M ST REP RT AND REMIT TAX FOR ALL SUBCONTRACTORS THAT DONOT OBTAIN OWNER/APPLICFNi: TM1a untlemgned appllcm,l l0 pDfsmully perlgm plum0l,g work Dn Ins dm=<tlbatl prepany pv rmmaen<D norobv=enmps,asemnamp~missDandDpou<b parmle mauno ebpvedreDrleadpropmXy «rpsmpnco THEIR OWN PERMIT. MATERIALS VALUATION: __ le =w.~ed dy mo nppnonnc tom ma appucm,t rs not engngea m ma arsmns m i=nslrvmicn m rempeeap; end aucn p,=nmly ip not Imanded ror eels m, roams, n<r e u remm propenr (o==~plea or to ba xoupea tiyrorents, wnbmer vansmnmrpa.ma et) orwlliubegmn nv pemomepunn ua naontodmnt puu,cew°ntnpseessurencas ' n EXEMPT: STATE&PITKIN COUNITV RESALE NO. la o==neltron orm I cm ola olumolbgD lmltfD lnD appll Ipun'uenl to In `p lelDn>DIC.R.S 9ectIM 12- - --"'-' tl9fn lea dmendmgma mauollure to compbewew°n win be g,pones br revown=,ronna plwndnq pwmxo- 3',Q ANRATION cenldceteW=ccupL,cy lmued wlln raspmd to lM1e prop=nv«re=la=nce aes<nbad. `~ - nvpncem: Pm<: sr Z 6 gj`T „ O O n D r~O ro 0 Z m z W' ZI Permit Validation l/p1 % se Tax Deposit Validation \(~~1 COPIES: WHITE-FILEC Y~LTO -4A ANT `; '"O~ Plumbing/Mechanical Permit is being issued on the condition that all itoms requested are on the approved plans. Any tleviation shall require a change order/removal at the applicant's oxpense. ALL PLUMBING AND MECHANICAL PERMITS ARE REQUIRED 70 BE ON THE JOB SITE. 07 04:32p Sunwest Electric p.1 PITKM COUtJTY~ COMMUMTY DE:VELOPMEM 17EPARTMENT CITY OF ASPEN 970 / 920-5528 130 SotAh Galena 97D / 920-5090 970 / 920-5532 Inspection Line Aspen, CO 81611 970 / 920-5448 Inspection t~roe~ PERMIT NO. JOB AOORESa (k AND ST[gE~ 515 Crystal Circle Carbondale, CO 81623 OWNER PHONE Mark McLain 970-379-6766 E ICALCAtYrR4 a """ AD° asalt, G0 $1621 970-927-6738 p5405 e `~Sunwest~lectrlc 4b Duroux Ln, Suite~00~ BUIfJDINO PERtb1rPA OOCUPANCY~CiROUP SE[EC:TRICAL VAWATIOTY SQUARE FQQTAGE 0023.2007-PRBK ~zo,oaD.DO 2669 I USE OF BUILDING CONI[NEACIAL ~ PRESIDENTIAL I _ !CLASS OF WORK ~DDiTION ~ALTI:RAT70N NEW NSTRUCTION SERVICE ®OTHER DESCRIBE WOFIK IN DETAIL(FOR ADDntONS, ALTF3tATfONS, INDICafETYPE,NIhABERANO IDCATION LX 901lRCE DFCIP.GJIIS ~' New electrical service new residential wirin and Is htin . 1 _1 4WHl3i/APPCICANT: The emrMrsigrred applFCan[ b porwnaBy perform ateehfeaA eaorit on lho descritzsd ploparty a reaWanca harot>y earitftes, a^, a condithn of issuance of suds Pamhit, t1~t the atiove tlescrihed properlyor'reald?Iota is ownad try the appllcart: that Iha applicetit to not engaged b the twsinass at corat'vcdon or remodelirg: and such property is rWt'vHendeA for sale or tesals, nor'r~ it reaml FroPattY (occupied or [o he Decu{iled by tenaRtD, whether tra+tslent ~ pem+anatq, nor will it t>e genwa!{y epan to the puhSc. It is understood that eonpiiaoca with these assurances u a aondatbn m fha Issuance of en abcuicnl permit to the app6rarrt purv wart to tha proNsluns of C.R.S. Section T2-2a-t'I t (2) Ies amended}, nntl float faiiuro to comply hereR9th wlil 6a grourMS for nwocatlon of the elecGlcaf permk or arty eartifleate of occupancy Issvetl w~1T respoot to 10ie property m re_vitlence tloscriloe9, Apptlcmrt: tJato: PAYMENT OF Pmctaa COUPiTY USE TAX USE TAX PERMn FEE DOUBLE a MONrii V OR OUARIEFSLY RESURTi^o WILL BE SVBMfRFD / / ( G OEFOSft' METHOD: •/, of t X OF MFIFAtAIS vALUATfON PIVD NOW ySISSUANCE. A RNAL REPOA( ON TDTAL P CNAL AVi1FtVAl S COST MUSTHEFlLEO WfiNiN 9o DA1S OF SUBSfANTNL OCMPLEf10N ~ ~ g . . OF WOAK MO/OSi ISSUANCE OF CBfRfIORiE OF OOCUPANLY. . . NWRUVED BY AREMMAFt4L LVQE O Mg7ERt<1S YAI.UAmDN § D ' IXEMPE EJtEMPr DnDANWTIDN R&SgLE STATE AND PITNN ANYONE WHO USES ANDlOR CCNSVMEa MATERIALS AND FJ([URES IN (NRON COUtnY LS SUBJECTTO APPROVID 6Y H7'C ~ DACfE ' TFiE S% USETPJL. PROPERTY UETiS MAY BE PLACED ON 7FiE O'MJER•S AND/OR T1Fr CONiFiACfOR'S PFYOPER7Y WHFSr ^ THE US£ 7AX IS NOT PN0. FVOT(GE ~ Far ail worK done under this psrmd, the permRtaa exapts full reapDrLtiD2iry for compliartce wtth BVtLCI trATrtxtENr aceEPnaNC=_ the tJaLmrell7actric Code, the qty of Aspen D~ratces, and all other county reaolutlons, city adl- APPPAVB~Y DATE nancas, sate Iowa, whichever appietis. Pennlt suoJect m rwocffifon or staperebn for vldason of _ ~ T arty taws 9ov~ning same. An ecwpted ftr>al ehctNcai inapacdcn shalt he oMairred Prior ra usvrg (/1-/f ~ '~ - ~ C~ iM elecakrl systam.A firwl c inspection shall be requested wimlh 48 hours after cargi!et- G r ing am el@dii uesWlatbn. ~ P IT VAlNARON ': ~~.,Z- ZJ? o~ P'SE ~- /~ (-d ~, p ~~-y~ 3 `Vi'C ToTnL Ll (J % -~-~ J d~~ ~ 1EL '{ylJ. L ~ L ~ ` ~~l ~, . PNNrruYiE -Fi-~/7J-//~/'/I - O ~J/ ~ ~7T" ~~~ i E-mail'rhis Form `"'ll~`rdeset'Tfeis Form~v Prirnt i'h6s Forra7 n 0 Z D z 2 O z m z c m 37 o` 1 w ro N a 3/4/2008 12:06:29 PM Fritz 4 Architecture LLC 15663345407 ~W1~C~.J4A+11CI~L 1~'~'~1'"1" /4~i'+"~+'~r»ICt~I,T~'4711r~ , k''tl[)a ldl d'tb6ll~61)` G'u~namlutni L;t Elee"n~Ecspnteoit FYe,taarE~nadn0 ~:I [~ a+l AS114'>tli tlaOS Ga7cna L...~1 eiBf Pll as.ll w4wlp(I +7V')l+d1K,r-,~5~~~'I rr~blre'otia ar d.,.urtlc ,tispY~n, G"CY. "~. ~1 tiF'I. ?aAPV92tD 4.Ip•~lkt ~uspxaoe'I~a rata t,dnav 77 ~~//..((~~'~ ~ 1 W1~° C~ ~ . 4af:'.tl~:MYI Nf:Y.. W Jr Ilu P1~C~)7>,er'tir:. ~'"~~ CYySL~f E"r Ol"C~E! ~ ............._. ~.. a ~ ............... ...._..T,,....._.._. ~ 4ry~war,Tr~:lz Ivcn:u.Ira~ nTST;I~rt~: atrA tnr-lrarmrt~ ~ Ck'8al^k M;cLafsi 1 Q16, Calcrra~~ro Avg. G4"IJS 3'16(71 f`~?~J) ~i1~-3517 rT ~..... 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A.'1>"aFfA4hf',IUt4'a [aI6W,MIR1Ad: 'd11t5ltl IYphYY7tn xr4dM'x RRI'UIC'I" v4bT @YMMT.P'i'g2 FUM dI a 0.1aFICU(MaILiQ'IxY[lxrllJi'1'fNIA Nil7ff YTYNI'p66M F1 pIltlR UAYIfk'L^I!khfll'&'. qq '~~!!aA,'1IA 1Ytl rv]sY'.4tl..ll'11Y1'n. 4~1 Gk,l?M41*t'r 6Tdtl 14 h I P'ttfinA 1 V Ix6'Rel1^_^I:rtA TihI UI,MLI"W°el'Yfl1t.4 h~Yd:,ntt96N,,,~~... -...._~-. l'a.nvrrlA i'u0l,lxninw 1 <.l .M1rt' ,r n'nmrc lul mm.if ]!1 9719 ... $r0.06 ,a.n,,.,. s+x.xs 50.00 ~t s'~~,«'y.Ml PD.~ .1Yrcl,n,rx,~r v'eWa,ns hp FI ai'ip ( I rA A IPimr(~CD UTA .QQ {rry~ q~W~QQ 11 I ,~I,Qla ~,I:. I.u:~.n, lu. ('%r'v4lf~.^'Afyr~Q,11 ry /y ',~y~y© I) of rydmRi+l .,.rrorKl 11 ! 1~ AI I~{;~yD S~n.sr0 s.n rl.~.,minu sA::ah ,i`A,L. $~4.S1p c ,~ J.: ulwunr: }16,5.AH~ SB.as Hvanlrye l[:..J. i12 d5 SQ.Q,Q rl. '. 9eri,eVil' 612..Sd'~ e +4'gi.QQ' nv Lnµ nuty I. :nor rtlxen~ 50,00 'M'I,umy~l9 mt~anffuvr rlii'eva. :Ct2.S5 5't ry~~. w.~''. I'IVV H"~.v'mu M X'ilA4o; Y'n[ S Sc2,2S $27.30 "6itti1'a ~ 527.10 a u l1..'.: S5'G.55 I..v".. } mrn I I na'~~, a. ~~ J cik o6 x^,: d ~n r- G,5 ~'. LYI rY rn~M mn1M ~"t 4~' 0.~ -V RO A] S:J YII'II'1 W rwf: 0.n rs P' -Y {. ~"r a,: r-~ <;c p,; <':' 1;i M I_ < ^a , '„II I ri'r I r +'a iii :. .._ r " , d n( a .: I f i . ti,.. ~~ 1,r :-r ra ue r ~~-pY.1;lt Io ^+LL., I r , 14'1.1.!. I 5 M1 ~~* II " 4 f vl ~k9ft1 4iti YII+; x'fu It „ r 1 'L!i If S v ` a" `'_7~.cz,~-t ~~ Jae. yi l c~ ' um Ing ec anlca erml is eing Issue on a on I I a , or removal at the aDAlicaht'S expense. ALL PLl1MRIN(;ANf1 MPr'ucNlral PPRMme'ebC'IZCnl rtocn rn ot'ncl rum Lin nrr~ ,_ ._,__..._____._ MECHANICAL PERMIT APPLICATION ' ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT PITKIN COUNTY CITY OF ASPEN ^ 130 S. Galena 970/920-5526 970 / 920-5090 D~~/. o20Q ~~ ~/~~~ Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT N0. JOB ADDRESS ~ C~ 1 .., ~~ ~ ..c .. _..: _. I_. G WNER '~ MAIL AD RESS 21P PHONE 1 OWNER'S REPRESENTATIVE MAIL ADDRESS PHONE LICENSE NO. ~!}CILCAL CONTR~O®~ ~ ~ `MAIL ADDRESS ~~ P NE~ - ~ LICENSE~~~ p I \~` r fI+'C~ i_ (! / ~ L'f~OF BU ILD I~ e ~~ e GENERAL CONTA TOR L N ~ ~ f BUILDeI`N`G_PERMQ NO ~ class of woRK: ~ NEW ^ ADDITION' ^ ALTERATION ^ REPAIR Is there a restaurant in this building? Yes ^ No~ ~ -r WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: IJ YES ~ NO f yes, a plan review is required. DESCRIBE WORK: [~ ~ ~)~ -77 ~ ~~ l / 4~ `G~ Type of Fuel: Oil Q Natural Gas I~ LPG PERMIT FEES r^ _ ` , S ~ No. Type of Equipment 'Fee ~ ~ ~~~ 6N C~ J\ '1'~/V1.1p7` Forced Air Systems-Gravity Systems-B.T:U. ~~' ~ ^ ~p _ ] Wall, Suspended or Unit Heaters ~ ('tom( ) ~,( eI~ Dryer Vent _ (_ ~ APPliance Vent ' ~ l ~ n ~~ f "(" Htq., Refrig., Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAY BE REQUIRE Repair, AlteratlOn or Addltidh fo Existing System r Boilers (includes vent),B.T.U. t FUE% 3 SPECIAL OONDITIONS:MOST V$t. LCN -R.E ~{,~q'/V Et~E;lrC+ Aii Handling Unit- ~ C.EM. LV'~ f)K• ~~-'~ "1 ~~~~ Evaporative Coolers /~•, //-' Ventilation Fan ( (i/ /-~ `-~J - Range Hood APPLICATION ACCEP D HPC: PLANS APPROVED Gas "piping" : CHECKED: FOR ISSUANCE: Gas Log or A pliance. er_ __ ~ ~ ev av ev Other ~r.iY L '~r~ V ~-_ -. 0_ _. oa~a Dale oa~a Plan Review $ NOTICE Fixture Fee $ THIS PERMIT BECOMES NULLAND VOID IF WORKOF CONSTRUCTION AUTRORI2ED ~ IS NOT COMMENC 1 M N ' ~ ` Permit $ t ED WITHIN 2 THS, OR IF O CONSTRUCTION OFI WORK IS SUSPENDED OR ABANDONED FOR A"PERIOD OF i80DAYS AT ANYTIME AFTER SUBTOTAL $ . _. WORK IS COMMENCED. Use Tax $ I HEREBY CERTIFY7HATI HAVE READ AND EXAMINED THISAPPLICATION AND KNOW THE SAMETO BETRUEAND CORRECT ALL PROVISIONS OFtAWSAND ORDINANCES GOVERN- ~ TOTAL FEE $ . INGTHISTYPE OF WORK WILL BE COMPLIEDWITH WHETHERSPECIFIED HEREIN OR NO7' THE GRANTINGOFAPERh1fT DOES NOT?RESUME TO GNE AUTRORITI'TO VIOLATE OR' CANCEL THE PROVISIONS OF ANV OTHER STATE OR LOCACLAW REG~IIAT NG'DO~~ STRU 10 O HR E~RMANCE OF CONSTRUCTION. I i ~~~ G7 4 PAYMENT OF PITKIN COUNTYUSE TAX ~~ ~ ~' ~~T/MONTHLY OR QUARTERLY RETURNS WILL BE SUBMTRED. `-' VALUATION PAID AT ISSUANCE AFINAL REPORTON TOTAL ACTUAL COST MUST ~ I V SIGNAT11fxE OF CONT~CTOROR AI~E~~NrT~, V \VN, L rL~ ° ` ~ ALUOAT ONWORK`AND/OR F SSUAN OEOFTHECER IROATEOFOCCUPANCY. ~ EXEMPT: STATE &PITKIN COUNTY RESALE NO. PRINT NAME EXEMPT ORGANIZATION ' ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN ON THE ~ I O W sGNATURB OF OWNER (IFOWNER BUILOER7 (DATE) . OWNER'S AND OR THE CONTRA"CTORSP OPERNWHEN USEMAXYS NO T p/Ip rv~mn vanuauun Plumbing/Mechanical Permit is being issued on the c or removal at the applicant's expense. ALL PLUMB IS BEING INSTALLED ON AN HISTORfO PROPS INDICATING THE LOC/1'fIY$'N OP1`RE°ECIUIPTiIEl D.5 /o Use Tax Deposit Validation ' that all;items requested are on the approved plans. Any deviation shall require a change order/ COPIES: WHITE-FILE COPY InspCList.mt 8/1!200$ 8:01:45AM Inspection Check List COl)NTY OF PITttIN Permit# 0023.2007. PRBK Type: 133 Inspection Schedule for Brian Scheduled for August 01, 20f FINAL BUILDING INSPECTION Notes: Page:, 3 Inspectlonlinei920-5532. Time: 12:00 1 -Accepted 2 -Accepted as Noted 3 -Rejected 4 -Partial/Not Complete Reinspection Fee $ /'~ ~7' .. ~ ,.~.- (~/ ~f/~/y~F',~,< `+G~ t/5"C9/`~- n ~: Y/L ~'-')`~Z°'c°-,y..t Y"Yrr~~ G" f/'` ~ ' "~/ MG ti,. r.,_. Tess ontact ame: ar c ain ~ ontact ~ - 515 CRYSTAL CIR Contractor: OWNERlBUIIDER ..Owner: MCLAIN Page:3 Bedrooms Full Bath_3/4 Baths 1!2 Baths Kitchen_ACCESSORY UNIT:Living Kitchen Bath Bedroom Other. Fireplace:Maker Gas InspCList.rpt 8/17206, 8i01:45AM Permit# 0116.2007. PPLM Type; 441 Notes: Gomments: 1 -Accepted Reinspection Fee 8 lnspecfion Lin®:920-5532 Time: 12:00 Page:12 as Noted 3 - Re'ected 4 -Partial/Not Complete ress ontact ame: - ar ontact - 515 CRYSTAL CIR Contractor: HIGHLANDER PLUMBING & HEATING Owner: MCLAIN Page: 12 Inspectiod Check List COUNTY OF PITKIN action Schedule for btianp: aduled'for August 01, 2008 FINAL PLUMBING 1;N/200$ 8:01:45AM Permitlt 0157.2008.PMEC Typei 428 Notes: Comments: Inspection Check Llst COUNTY OE PITKIiV : Inspection Line:920S532 action Schedule for Brianpa' sduled for August 01, 2008 FINAL MECHANICAL Page: 15 Time: 12:00 1 - Accepted ~ 2 -Accepted as Noted 3 -Rejected 4 -Partial/Not Complete Reinspection Fee $ dress ontactName: ar ontact# - 515 CRYSTAL CIR Contractor: ASPEN SOLAR SYSTEMS Ownar: MCLAIN Page: 15 Insn~' ist.rpt 7 28/2008 8:25:57AM Permit# 0202.2007. PELE Type: 226 FINAL ELECTRICAL Notes: Please call an hour ahead s~ r°~/~ V ~~v ~ X /v o ~ ~~~~ Inspection Check List COUNTY OF PITKIN 1 -Accepted Scheduled for 28, 2008 ,Inspection Line:920-5448 Page: 14 Time: 12/:00,, ~~ 7 ') Td Y/G~ ~~ ~ ~~- Comments: _. _... .. 2 -Accepted as Noted ~ 3 -Rejected 4 -Partial/Not Complete Reinspection Fee $ f /~ dress Contact Name: o n ontact # - 515 CRYSTAL CIR Contractor: SUNWESTELECTRIC, 1NC. Owner: MCLAIN Page: 14 i~'~ InspCList.rpt 7/28/200!} 8:25:57AM Permit# 0023.2007: PRBK Type: 500 Comments• SPECIAL INSPECTION Notes: Or 618 3517 1 - Accepted ~ 2 -Accepted as Noted Reinspection Fee $ ~~~ Inspection Check List COUNTY OF PITKIN for July 28, 2008" Inspection Line:920-5448 Page: 11 ~Q(~ 6 Time: 12:00 3 -Rejected 4 - PartiaUNot Complete dress ontact Name: ar ontact # - 515 CRYSTAL CIR Contractor: OWNER/ BUILDER Owner: MCLAIN Page: 11 _. _ __ n : ~, rv~. _ ACCESS DRIVEWAY DEVELOPMENT PERMIT APPLICAn"° . 76 Service Center Rd. ~ Aspen, CO ~ 81611 Perrnit # L~O ~ ~1~'' • ~ 970.920.5390 Fax 970.920.5374 Check # -`~ ~ ~ 3 ~~ Permit valid for one year unles otherwise specified ~ rermlrrwminlsnarrve ree !'no rert~nas/ a~vv VALID PERMIT MUST BE KEPT ON SITE AT ALL TIMES 1. Applicant ta. Contact Phones and Fax 1 b. Applicant Mailing Add ss ' j ~~L~ . v~: E.t.V/~ <r ~ ~ ~l ~% 2. Property Owne s Name G - 2a. Owners Phone/s)andFax ii i~c > 3 2b. Property Owner's Maiii g Address 3. Legal descri bon of td be accessed '. 4. Located on th ~ S .~ Side of County Road # ~ ~ ' 4a. Also known as: (Provide a detailed map showing the location at legible scale) ' 5. Address of property tp tie accessed: (Pitkin County staff will determine the address) 6. Parcel ID number of roperty tope accessed: - ~ n 2 ~ ~ ~ ~ ' ~ Checkwww.aspenpitRin.com or Call the Pitkin County ' ' - ' - ! ~ i Assessor s Office at 920 5160 for the parcel ID number ' 7. Constru ion to begin on (Date)`. %' /5 ( ~~~ r~tiC 8. Is there existing access? ~~,// 9. Do other roads/easements atiut rope ~ ' ~ l1QVES ^NO VES NO 10. F~resi~d ential xess, t ~ nujnber of dwelling units 11. For commercial; number/sq ft. 'of busipess ' r i 12. Includetl wdh thisapplication s all lie the followin : ("=REQUIRED) FOR STAFF ONLY 12a. A Detailed driveway plan & profile _. ~. _. ReCeIV@d? YES ^NO 12b. Compliance with Land use approvals' Received? ^ wES ^ No 12c. Location of where dirt is obtained and is any imported fill material inGUded?` Received? ^ vES ^ No 12d. Specfic site orvicinity map " tom!" Received?, taiES ^ No 12e. Drainage plan with County Road shown Received? ^vES ^No 12f. Plans must be stamped & signed by a Registered Professiohal Civil Engineer* c~,~"" Received? ~iE+` ^No 12g. Board of Adjustment approval ,~/ R uiretl? ^ vFS ~ruo Received? ~vES ^ No 12h. Access Easement Agreements R uiretl? ^wES L~rio Received? ~yES ^No 12i. Written proof of a license or agreement to cross RFTA property r~/" R uiretl? ^ VES igvo ,,p Received? ~wES ^ No 12j. Installation of Culvert (note: minimum size is 18" and ,,../ maintenance of culverts are the responsibility of the propei{y owner) R uiretl? R`.~vES ^ No Received? wES ^ No Having carefully read the requirements below, I plicent) herby agree to the terms and conddions described wdhin. This form is a permit only when validated b County staff; work start tthout a permit will be chargetl double the fee. 13. Signature of Applicant 13a. Date FOR STAFF USE ONLY 00 NOT WRITE BELOW THIS LINE 14. Staff Comments: O NIUSr Corapey wrn} BbCe ~~oLU-rlay.( 93-//~ I.DIN M.t 0023• Zaa~. plla K. 15. Approved by: (Pitkin County Community Development) - 15a. Date 16. Approved by: (P' ~ n r srwdal arr~~4pplicants must of h r 16a. Date i 9 roug a u review process vnth the County Cammun vciopmeM t)epartmem for utility installation fo a with more thane 30% slope. '~ 70 ~E /~5~.~?> wl rff Bu~c.a~n!(.~ p~;~rL!!T UDZ 3. 2'aa~. ~orb~9 RURAL AREA RESIDENTIAL GMQS TRACKING WORKSHEET Parcel LD. #- ZL~ ~('ljP/ ~=nod Vested as of June 19, 2000 and Still Vested? ^ Yes No Permit-# C10~23.a~'~7~rbk Rural Area Sub-Area ^ Roaring Fork y~ Crystal River ^ Frying Pan Legal Status ^ Pre-1978 Legally Created, Not Merged Parcel or Subdivision Lot ^ Post•1978 35 acre Roaring Fork or UGB parcel ^ Pre-June, 2000 BOCC Approved Subdivision ^ Pre-January, 2000 Crystal or Frying Pan 35 acre Parcel ^ Post-June, 2000 Subdivision Lot or 35 acre Parcel Exemption from Competition 750 Exemption ^ Agricultural Building ^ 1000 sq. ft. Addition ^ TDR ^ Remodel ^ Historic P~eservaticn ^ Replacement ^ AH Zone Distn.~ts ^ Category 1-4 Not in AH Zone (Density Bonus only) ^ R.O. ^ CDU (Density Bonus dnly) ^ Large Lot (500 ac. & RS160) Existing Floor Area ~_sq. ft. + Proposed Floor Area ~~sq, ft. = Resultant Floor Area ~~sq. ft. Exempt Ag Floor Area C7 sq. ft. Exempt Sub-grade or Garage Floor Area O sq. ft. # of Units Approved by Permit _. Amount of 5750 Exemption Used by All Development on Property ~0 ~ r sq, ft. Amount of 1000 sq. ft. Exemption Used by Permit sq. ft. To r Area Exempt by TDR(s) sq. ft. Floor Area Exempte 7DR Used by Permit sq. ft. TDR Certificate GMQS Approval #, Additional Floor Area \ Allocated for Additidria( Floor Area Used sq. ft. Floor Area for New Development Allocated Floor Area Allddatidn for New Development Used sq. act ~~~ ~~ ~ ~ ~ ~-~ ~~ comae, ~ ~~ ~- o(~,~.ti~,~,-~ cne- c~-~ -2a~-~ ~ cn~.e ~.e r~-~-e.ec~` ~ cc7 ~"e-~ ~ ~~~~-~. lac c, ~ 3 ~/lo ~ress~~~ `~ ~,~II~~~~" 6~~0~~~ ~~~ ~ ~~ i ~~a~ ~ ~ ~~ ~ ~ ~~ ~~~ ~ 9 ~ Property AFFIDAVIT OF OWNER-BUILDER The owner must sign this affidavit. The undersigned owner-builder has or will satisfactorily complete the examination for owner-builder. City of Aspen Ordinance No. 55, Series of 1999. Section 8.12.030. Pitkin County Ordinance No. 61, Series of 1999. Section 10-4. Issuance of permits only to license holders or agents, and owner-builders. (a) On any work requiring a building permit(s), the permit(s) shall be issued only to licensed contractors, authorized representatives of licensed contractors, and owner-builders. (b) For purposes of this article, an "owner-builder" is an individual personally engaged in the construction (new or remodel) of asingle-family residence or accessory building for his or her own use. The following requirements shall apply to owner-builders seeking permits for construction: (1) The owner-builder shall not be issued more than one building permit for new home construction in any two yeaz period and not more than one building permit at a time; (2) The owner-builder has read applicable regulations and provisions of this article and applicable state law and affirmed in writing that the proposed project will comply with all such requirements; (3) It is the responsibility of the owner-builder to see that all paid personnel shall be covered by worker's compensation insurance as required by state law; (4) The owner-builder must be present at the worksite during all inspections and conferences with the Building Division, unless prior arrangements have been made with the building officials. In the event that any of the requirements listed above aze not met at any time during the course of a permitted project, the Chief Building Official may suspend or revoke the owner-builder's permit. Iu the case of a suspended building permit the owner-builder shall have a reasonable time to correct the problem. If not corrected within the time period, the permit may be revoked. In the case of either a suspended or revoked building permit, the owner-builder may ask for a review at the next scheduled building code Boazd of Appeals meeting. All of the foregoing representations are true and correct. The owner-builder acknowledges and intends reliance n the representations in this affidavit as a basis for the issuance of a building permit for t) project. ~~~G~iV / ~l/ Owner-builder's signature ~ /' ~~ ~ Print Name Date - b '~»' s City ofAsnen/ `^~~.. Ptkin County ~~o ~~~~ m~ ; ~' r~C cEi~ ~ i~s'rr~~ Efficient Building Program OWNER: Mark McLain PROJECTADDRESS: TBD C slat Circle' PARCEL ID #: 2649-161-01-020 " CONTACT NAME: Mark McLain CONTACT NUMBER: 970-618-3517 CONTACTE-MAIL ADDRESS: mark conflui=ncearchltecture.com PERMIT #: (sirrleaHthatapp'i~ ::. TYPE OF PROJECT: NEW SCRAPE-OFF REMODEL ADDITION ' New construction oars f : 2440 Points "'~/: 65 Inferior remodel oars f _ :. Ppfri~ , ddition s care too e: Points wired:. e : Poirds . aired: 5 ..M'~. ~,.. e5'n, TOTAL POiRIFS REfItIIRED 92 TOTAL POINTS ACHIEVED ,rw~m •~`m '~.,W-.gym"c~sa ~~°"~'= es„ ....,~.- «ia°. :..,~ ,.~Sr y; s~. ,~ City ofAsnen/Pitkin County Eflcient 8ruildint~ Program Checklist ~ o w z °a Please read the EB Guidelines prior to completing #re Checklist The EB Guidelines serve as the a~cfal cads docarment for this program. w a 0 LEGEND LL ~ .ILL Z1~. = StWdedlwxfnd•IGa1l•5 ory+xargiLaue iv aA proje+.4s {M #or frees Iwnses 7 21 fa addilionslrertadels) 70 = nark outrine indicates marxktory MlresPoYpubitcfy-runded atrortlabfe tausktg praJecCs (PFRH} N z S Selfrzrtifietl (Apprcanrs sigrrature on lfdsaheckkstserves as cerlr7rcatiorr.) ~ 1.5 = IrrsPacled (PC: l~~ Cti 1: FaxMafiaat P Framktg 3 irqufatidrr E: ttaug[r-ar, S: Fima{} U a P =Prerequisite (These measures must tie achieved rorfhe subsequent povAs fe be earned) N z GYuaatity Levels = QL 1 = 10% - 25%, LtL 2 = 2&% -50°!0; QL 3 = 513'a - 7596; QL 4 = 76°k - 100% PC .s '3 43T _ ... .., .. 2.0 DECON,STRUCTIQNI f DEMOLlTtON 8 GONSTRl1CTlON DEBRtS FtECYCLdNG. 2.1 D~onstrucfion PCan submltfetl aEti peni& app(icatiori~ reirfrodels and/a scrape-o4fs oMy}, 22 L7~noiaicai debris reduced 4. .....,.. .o~'remotlels and/or .,. ;select lien 22:1- 2.2.6) 1 3 2:2.1 V%od recycled !composted '.z 75%ol all wa6d} _... 1 3 2.22 Met~.recycfed': z90%af~l meiaTs. _.. ._. ~..... 1 3 223 Concrete recycled' (z75b~o7aMCorxxefe) .. 1 2 22.4. .Carpet ~''a~"••CaPel'pad)... .. 1 2 22.5 Compaction •. ..,~... sfiredd'mg;cntsfiing, etc.) _..... 1 5~4 2:2.6 Material salvaged for rein {S DOtnts level). ,.»."°.. S 3 4=1@: .3 Dexarre3aiction materre)s donatedloa ._.... St „'- .`'",::. 24 Cor~shueEiors Aebris~ recycled.. (4 :...... oraR nfwcwr~ryiFFiart & PFRtt ~o)ects; select. _ ... ..,,.. . : S 4 1d ..,. 1 .¢... ..~... _.... 24.t Woad ! ,,, . S 2 2 2.4.2 Metal Sgap reeyd~! (x yb96 Or aA unused metals "` S 4 1.4 2.4.3 Cardboard recycled {1..IpjrR Per Quantity Leyen °- a ~, 2"d Edition 9103 Ciky at Aspait ! PiOiin Coulfty ~ ~Suklmg F~rogianl BUILDING DEPART~AE PITKfiV CC~~9~fK USE OF RESOURCE EPFiC3ENT AAA7ER1At~ Pate tl of sectran 2.0 S 5-20 2.5 Reclaimed lumber 5 - _..pe Quanb'tyleveO.... ... _ ,.._ .. S 5-20 2.6 Reclaimed exterla trim ! sicF f interior tdnl / lbod ' (5 points per fluarttity Laved S 7~ _. 2.7 Recycled-content cerpet f point Per' Quarttfiy Level} S 1~l 2.8 Recycled-conterd in materials'... (f poirrt Q6ard5y CevMj .. S 14 2.9 Recy~d-cantetN {iP~tCrer L~el} S 1~l 2.1 Recycled-cont~mt or fiber cwt sai~g (1 pant per Quantity Leveq S 1.4 2.1 f ft~ycled•coritent cerarrtb fBe (1 patrtper 4uarrbty Level) S 1~t 2.12 R (1 pclM Q ~ L,).. S 2 23 213 Rapidy renewable cotrteM tloodrnJ used (2 ponds Per t~uartfdy Level} S 2 2 t4 Bud-inlnc~hen recycling eenterto'vrcArde{wozrtiiare Mns 14 SUb Tatal . .. .... ~ w, ...,. ,~ .. .... ._,:.. ,, .~. Y ,.. _ . .. .. ~, ... ..... ,~ ~ . r.., ~, .~.. ~. ~. wa ~. .. ..,'f 3A iAHtD USE AND WATER CONSERVi4TION 13 3.1 S'mipie Footprint ... 1 3 3 3.f.t s4exteriorcoinets.` (tro yards for 3:T3or 3.f.3j. 1 2 3.1.2 sfie>her'vacarness(raPoirlsi`~3.t.for3:t.3j 1 1 3.1.3 s e enor comers ra or a 1-& 32 3teriscane Landsoapirtg (2poads tegclred of a8 PFAIi pmjeets; select frpn 32.1 - 32.5)) S 1 3.2.1 Addition of argank material to and aerafion of sal S 1 1 32.2 Reductiarbf turf areas (s 25% of F,mdscaped arm or30W sq. R vAtiotteveris smaller) S 1 3.23 !tR bettsrrelClM1} w+fitrvetrod .... ~ I¢ast 2' .. S 1 324 ~eoftw~r-wnterdematfdp~nts S 5 1 1-13 1 3.2.5 Zoned irrigatiarsystem .3 water by performance (2 posSS reque~ of ~ PFAl1 proms; select from 3.31 -3.34j 3.39 Or>e foi oadt 'minute ovei'rmder~ritr~nents _ 5 2 1d 3.3.2 Dual-tfalef.(t point foreaetf to~,rto credit for toilet under 3.3.1 5 23 3.3.3 Corr~tmg (2 pomEsforeactt ta'fektp raedk fortod~.'tmder3.3.tj 5 1 1 3.3.4 Only Otte stkwVedleed in ~ shovrers 5 5 3.4 D' ~rrigationorrto 5 1~t 3.5 E vegetated sv/eTeis to fi~siditfWaternMON 1 paint Quardlly Level of fi8ered nm-0ff) 5 1 1-00 33 3 3.6 trees .:.. trek ,..1 ~ 3+~"m) 3.7 Saveantlr6useaAto llandlorexcavatedffionske ... ~ ..~ 3.7.t T ' reused on'sRe NtrGeae storage foraftort o11 sfte _.. 1 5 3.7.2 t(IQ%of excarr~eat fS retls'ed ar sfte (Indtcafe stoe~ge ioca3ion on site,p~rt.j S 2.8 3.8 SRe-rock rued an site (Zpo6ds fcxper SIN; tridicate storage 1aca4wn on ste-pin:) S 4 3.9 Non-paiabk`W22er useC fix - '. S 2.8 3.1 Pervious"iYiateitats iri "hake" a'i"j2 points per ~vantdy Ltwel) .. 7 Sub Total 2 2.t2 3-12 ,... c 4.0 FRAMING ~ NlATERPALS .f lriGOrpo[ate optimal vahie ettgTneerhtg(t3vE} flatf~g fecbr1F44ues (8 potnts regared of aR PFAF/ projects) 4.1.f 24°O.C. shads : per t7uardityLevel'for a~5 ~... 2 23 4.]2 Tvro~s2tsJCOnletffi Q.uarifilyt~effaa0 ) 2 8 23 4.t.3 Efficient headers (2poad'sper Quartsly t.~weffor aQ . "."..} 2 23 4.1.4 5taet6tlgjePStst3lti8's-eFmlmafi49daetOppl~e {2PMMSpeR't}uatNRytevetj 2 3 3 4.1.5 wah7inetds {275%of ... _... .... _.. PC ~ 3 4.1.6 Ali framing txfanbes sternn3 on dravimgs in plan atx] elevafan 2 4 1~4 4.2 OnerrtedShand Board qt stBNfoas (1. - Qtrarfi4y 2 4 1A. 4.3 OrFerated Strand Board in vraB sFre~hing (f Pant Per {~uantlty L~etl.... 2 23 4.4 LMVdoxic Oriented Sb3nd Boand'(bS$)... (2 potMs pei'4~uatdllyLevep 2 23 .5 F'.. -. swdsur. - stimsforvt~ .'.. {t' ..~.t~ .. level S t-4 4.6 Finger jomteA interkK Inm (1 poirR per t3umkHy Level)..,....... 2 238 4-16 4.7 FSC certified material 4.79 FSC cefiffed__" harvested CumLer...4 ."per Q' .` _. 5 4-ts 4.72 FSC cerliR~ oed~ sha]oa -shjngles...{4 points per Quarthly Leiie~ 5 4-16 4.7.3 FSC certified Iran and. (4 [Z' Level) FltAi1iIINGB MATERIALS cont9ntred on next 2ntl Edition 9/03 City of Rspen / Pitkin County Effraeflt Building Program Page 2 2"" Edition 9/03 City of Aspen / Pitkin County efficient Building Program Page 3 8.0 INSULATION 3 2 8.1 Wall insulation is 70% recycled rr4lterial (:z 75% of aAwaO insultion) 3 2 82 Roof inwletan is 7096 recycled material (z 75% aFaO roof irsuCaOon} 3 4 8.3 BWvm /sprayed itstrlelion (25096 ofa0 insulation) 3 2 8.4 Formaldehyde-Tree a bw-tooric insulation (z SD% of all (nsulation) 1-10 8.5 '. Singk~-paravuindow5 ii)tgrdded (addntiotis and remodels onry) 5 0.5 8.5.1 Double-glazed -(no pomts for 8.5.2 or 8.5:3) 5 1 8.5.2 Double-glazed wmn lovve coating (nopoints for 8.5.1 or 8.5.3) 5 0.5 8.5.3 -selective film red to tu~orie windows no points Tor S.S:t or 8:52) 3 7 8.6 Enacting ceiling insuletetl to R38 a to'oa_.. ity (atld'Atoris & remodels only) 3 5 87 Enastiig walls iruulated to fiy a vigil irruiatian added to eiderior (addLi'orns & renndels Doty) o Sub TOtal . m.;+?x a(.^4`dGri^'Y,gy'yW :TM.-4~~^'~rm'~jv:••4.~ra "~ec3r+~&",tC{,. EMR'.~`"v^4~vi. iP'~1~4C'trB.A eV'.~~xl'M,k'h+mx dw ~e , xyaw+ ~a~~:~ ';a; 9.0 BEATING VENTILATING AND AIR CONDiT10NING HVAC 5 1 9.1 Air destratiflption system 1S .2 Natural cooling (1 point required of a0 PFAH Projecta) 5 1 9.2.1 Vertical shading devices foreast aMwest-tacirxf glass 5 1 9.2.2 Reflective trims on east arW x fang '. or Usewiriifows yufi{r a S1iGC of tens than 0.45 3 1 9.2.3 Radiant fist-reflective hazriersrcistalked on roofappl-nations ' S 1 92.4 Lantlseapingtiratstiades~sfai`adwesf.... _:.glazTng~durrcigtfnesummarseason(June-August) 5 1 92.5 Prapedy s¢ed overhangs Ta soutln facig glazing area ... 5 5 .3 No rrrect~nigl air conddlatin9 5 1 9.4 Evaporative coolmg (ra points far 9.3 or 9.6) 4-14 .5 ' Air infiltration rate befoMr specfied tftRls (Birwer poor Test requrzed) (4 poirds required of a0 PFAH projects) 5 4 9.5.1 0.40 MACH (Natural Ai Cnaoges per How) 5 6-14 9.52 50.35 MACH addlpomis far. .OS tdAClireduction) 5 2 9.6 Wfiole-House Fan cool` ' ' no 'rds Tor'8.3 or 9.4) . 5 10 9.7 Convert electric resistarne t~eatm gas (add"s & renrodefs oFlfy)... 5 4 9.8 Rep6ace electric water tneaTerwAhagas walerfreater (additioets8renroders Drily}.,.. 5 3 9.3 hrd`.'(z50%of_..., "-. -..nb .~for5. 5 S 9.i Air to air heat excFnanger o Sub TOtal .., P .S, .a..~.. '(T 'Y', ~. $J S. ~H1~ +) v. .Y6.:: N 0. ...r A\ YS R... / t. _ .v, ~ . ~.. Yy. 10.0 SOLAR ..... ". 10.1 Passive soFar space treating . PC P P 10.1.1 Soufh is oriented wOFarn 30 of east orwest of hue south. PC P P 10.1.2. Properly sizedaverharrgs (see Section 9.25 for c~crdatron}:. PC P P 10.1.3 Solar access is unimpetled undereasements, coverrards, a other privateagreements PC 10 10 1D.1.4 Suntempereri ~.. . . PC 20 20 10.15 Passive soYar.. _.. . . 5 10 t0 10.2 Solarh~ing fordomestic lrot water rra for 10.3x10:4) 5 2 1D.3 Active salarpre-pltuntiing (rm for 10.2 or t0. 5 15 10.4 Active solar ..:.cwm~iredvruBr "domestic ~wffier... rro for f02 a t0.3J 10-80 10.5 Sdar-generatedek~kic~ty 5 90 10.5.t System size of 1 itvV $ 15.00 10.5.2 System sine of z 151NV {S addk'ioraai pdntsfor every .S IiiAJ , vi1fi a 8 k1+U malamum) ...... ... ~.... 40 SUt?TOtdl ~. ~~. tt.0 INDOOR ASt G1UALtTY S 1.4 11.1 lAw VOC arul/or low-lode iDlerior }paint (1 point per quantity Level) (2 poirris required of ail PFAH projects) S 1 11.2 Soh+ent-Tree aruUor low@o~ne cohstruct~an atlhesiyes - 2S 11.3 H- eifiaencya'v fitter _.. 5 2 17.3.1 H" pleated arc } 5 5 11.3.2 H' Partiadate Ae EPR)tf$et .. PC 3 11.4 R - ' ougtwnfor radon mitigatiart (rtopointsfar lf:5) PC 5 1tS Radcnmdigationsystem rgpantsfgrt1.4) S td 1 1.6 Sohrent-Tree aYad/or low4iildcxroad finishes {1 poirtt per QuanSilyLeven ntl INDOOR AIR Q1JAL#7Y Cotltilll~ O!! t1EXt 2 Ed"Rion 9/03 City of Aspen 9 Pitliin 1;tluTityrcE~ficFen~il~iig°""""TO"g1"`a11`i ," .Page 4 11.0 INDOOR AlR QUALITY continued S 1.4 11.7:. Low lowc flow coverings (1 point pw Quarv[ity Lever 5 3 3 11.8 Carbon moraxide detector 5 5-10 11.9 Non-ahnospher~ally vented (sealed combustion) gas fumaee, baler, or water heater (Spts required for PFAH) 3 2 11.1 Sealed rrrechanical morn _. 5 5 `5 11.1 t F~haust fan in atached or no attached garage. _..... _... S 5 11.12 Elimination of aR parfideboaN "aside errrebpe of house' .... S 3 11.13. Elimination of all mdf made ivigr urn-foirriaklehyde used inside enwsope of house S 2 11.14 Atl exposed partrckboard sealed. .:..: _... 5 5 17 A 5 Amerieai Lung Assoeiatiwi'HealtlYl-louse" 5 4 11.16 Mechanical Ventilation ~,., ,. ., ...,,. ,,...yv s ~. ,.~ n'. d ~~ ~~ 12.0 INNOVATION POINTS PC 1-28 121 Innovative product or tlesgn points 5 5 12.2 Attematrve fuel infrastructure for vehicle use ...... PC 3 12.3 Location2fficieritprolect 5 15 12.4 Ground sauce heat pump -wind power fee o Sub Total ~2,.,... ~~ T /lL`~+OliM't"S' .. ~*y~,~~rra~6w~a~~s~~^~x ~';. ". ~ ~~ APPLICANTS SIGNATURE: /~ ~ G + PRINT NAME: _ G% ~ j TITLE: GL i~2'C.. 1'3L~ L2~t. Yz / t~ NOTE: Signature ind~ates the applicant will comply with stated requirements. w}w Y"µ ~+E v S~ « « « FOR OFFICIAL USE ONLY a a n PC Plan Check approval by: Date: 7 Foundation Inspection Approval by Date: 2 Framing inspection Approval by: Date: 3 Insulation Inspection Approval by: Date: 4 Rough-in Inspection Approval by: Date: 5 Final Inspection Approval by: Date: 5t `i. R.kwE~y. l i a~:~°d~; j.~A i'"t!~ ~ y ; 9L ~ffif, ~.. _ 3 f .nor -.., .x " ... .. ~Yµ . ~ ~hY '~ ..n _ ~~ Efficient Building Program Deconstruction Plan "~;"{ "' Required for additions, remodels, or scrape-offs only. Project Address: Submittal Date: Contractor Phone: Prope Owner• Date of Demo• Project Descri lion: Pro act Sizes ft) Deconstruction Contact: Phone• ~~ r- tomon sfo3 carry of.gspen i Pttktn Courtly Efficient Building Program Page 5 ~` 1. Is the project a partial or complete demolitioNdecohstruction? Partial Complete 2. How much of the structure will be demolished/deconstructed? _ <_ 1000 sq ft <_ 2000 sq ft <_ 3000 sq ft ? 3000 sq ft 3. Lumber, metal, doors, windows, concrete, cabinets and some appliances can be recycled or donated for re-use. Do you intend to deconstruct project for materials recovery? Yes No (If No, go to question 5) Refer to the Efficient Building Program Resource Guide for a list of local. deconstruction resources or for a list of deconstruction materials accepted locally. 4. If you intend to deconstruct, who will be pertom~ing the work? Contractor Name & Phone Number. Method of disposition: Donatation? Recipient: 5. Will demolition waste be recycled? Yes No 6. What types and amounts of reusable or recyclable materials will this project generate? (Please complete table.) Deco»structio» Material Table * If you choose not to deconstruct or recyGe your demolition debris, it must tie compacted prior to leaving the site. The city of Asperrand Pitkin County are interested in increasing reuse of deconstruction waste and reducing the amount of all construction arid demolition waste sent to the landfill. By wmpleting this form you provide awful inforrnation and qualify for this program. Material Estimated volume (sq yd) Reuse by contractor Available to others R sled ecY Landfill* (compacted) Other (Explain) Dirt Debis Lumber Structural Members Wood Trim Misc. Wood Metal Drywall Concrete Asphalt Brick Other Masonry Cabinets Appliances Tile Windows Doors Carpet Carpet Pad 2ntl Edition 9103 City of Aspen / Pitkin County Efficient Building Program Page 6 s ~ Hepworth-Pawak~~iec~t~ec~ ical, I® ® ~ ~~~`~~ ~~ ~ 5020 CountyRnad 154 Glenwood Sprinae, Colorado 81601 Phonc:970-945-79$8 HEPWORTH-PAWLAK GEOTECHNICdL Fax: 970.945.8454 em~aiL hpgeo@hpgeo[ech.cnm September 28, 2005 Mark McLain 2015 Blake Avenue, Apartment 15 Glenwood Springs, Colorado 81601 Job No.105 366 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, Lot 13, Crystal River Country Estates, Crystal Circle, Pitkin County, Colorado. Deaz Mr. McLain: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated May 3, 2005. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Evaluation of potential geologic hazard impacts on the site is beyond the scope of this study. Proposed Construction: The proposed residence will be a two story wood frame structure over a walkout basement level located on the site as shown on Figure i . The basement floor will be slab-on-grade. Cut depths are expected to range between about 4 to 12 feet. Foundation loadings for this type of construction aze assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located downhill to the southwest_of the proposed residence. df building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: 'The site was vacant at the time of our site visit. 'The ground surface in the proposed building area slopes steeply down to west and Crystal Circle at a grade of about 36%. There is about IO feet of elevation difference across the building area. There is a drainage to the north of the site. Vegetation consists of scruboak, grass and weeds. Several cobbles and boulders are exposed on the ground surface. Subsurface Condifions: The subsurface conditions at the site were evaluated by excavating two exploratory pits in the building area and observing one profile pit in the septic disposal area at the approximate locations shown on Figure 1. The profile pit had been excavated prior to our arrival on-site. The logs of the pits are present The subsoils encountered, below about '/z foot of topsoil, consist of medi~ dense, silty sand and gravel with cobbles and boulders to the pif depths of 8 to 16 feet. 2007 Results of a gradation analysis performed on a sample of the sand. and gravel (iii ~zs~5 PIT4CIN COUNTY Parker 303-841.7119 Colorado Springs 719-633-556? Sllverthorne 9~{~QQ~~`t11TM[NT -2- inch fraction) obtained from the site are presented on Figure 3. The laboratory test results aze summarized in Table I. No free water was observed in the pits and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for ari allowable soil bearing pressure of 2,000 psf for support of the proposed residence. There could be some post- construction foundation settlement if the beazing soils become wetted. Footings should be'a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation beazing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Voids created by the removal of lazge rocks should be backfilled with compacted sand and gravel or with concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 42 inches below the exterior grade is typically used in this atea. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the on-site soil, excluding vegetation, topsoil or oversized rock, as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, aze suitable to support lightly loaded slab-on-grade construction. There could be some slab settlement and distress if the bearing soils become wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer offree-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can also create a perched condition. We recommend below-grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed. in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should 7ob7Vo.105366 ...... .. ..._. C~tech -3- be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1 % to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1'/2 feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standazd Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free-draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A Swale may be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on September 16, 2005 to evaluate the feasibility of an infiltration septic disposal system at The site. The proposed septic system will be a drywell type system. Three percolation holes had been dug at different levels in the profile pit. The location of the pit is shown on Figure 1. The test holes had been dug and soaked with water by others. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Figure 2 and consist of about %z foot of topsoiP overlying silty sand and gravel with scattered cobbles to the pit depth of 16 feet. The percolation test results are presented in Table 2. The percolation test results indicate an infiltration rate between 14 and 18 minutes per inch with an average of 16 minutes per inch. Based on the subsurface conditions encountered and the percolation test results, the tested azea should be suitable for a dry well type septic disposal system. Pitkin County requires a professional engineer to design the septic disposal system. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this azea at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be No.105 366 ~Pted 1 - 4 ~~ consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PA Jordy Z. Adamson, Jr., ~.J j Reviewed by: _ SSj~~,~;"F~ ~1Y E. Hardin, P JZA/ksw attachments Figure 1 -Location of Exploratory Pits and Percolation Test Holes Figure 2 -Logs of Exploratory Pits Figure 3 -Legend and Notes Figure 4 -Gradation Test Results Table 1 -Summary of Laboratory Test Results Job No.105 366 ~` G~ec~teCl"a APPROXIMATE SCALE 1"=40' CRYSTAL CIRCLE -~__ _ - - - 6530 --'_'_ PROFILE PIT 6550 AND PERCOLATION TEST HOLES ~ ~ ^ PIT 2 6560 ~ \ ~ / 6550 ~ PROPOSED PIT 1 ~ ~ RESIDENCE 6570 \ I ~ ~~~ ~ ~`` ~ ``1 \~ \~ 6580 . ~ _ LOT 13 \ ~ ~ _ ~ 6560 ~~~ ~~ BUILDING ~ ~ ~ ~ 6590. ENVELOPE ~ `~ - ~ 6570 ~~\\ \\ L ~ \\~ \ \ 6600 - - - - _ _ "---> 6580 ~~_ ~~ ~- . 6590 6600 6540 I 105 366 ~ r-~ I LOCATION OF EXPLORATORY PITS AND .I " "Nao~ awlek Gwofwe~hh ~ PERCOLATION TEST HOLES Figure 1 PIT 1 PIT 2 PROFILE PIT ELEV.= 6563' ELEV.= 6547' ELEV.= 6541' 0 0 ~; o ;•q. ~;;. C} 5 .:4 ..'. ~ WC=2.9 "'. a e~ o~ DD=101 0p°,°' P_3 5 °.>, ` -200=23 °., . ~e• ` w• • ` a- • • • ~ WC=2J ~ 8'~ '~'~ DD=107 '~'~ ~ -200=18 m ii 10 ;p:~ ;o°~ 10 ii L ~ °~4 , -200=12 °~'~ ~- ^ moo: _J ~o. p .d,•r o• P_1 15 • ro •~~ ' 15 p?. 20 20 Note: Explanation of symbols is shown on Figure 3. x 105 366 C`~ ~C h LOGS OF EXPLORATORY PITS Figure 2 He worth-Pawlak Gaotechnlcal - .. ..-a.._,.,. , , -. LEGEND: TOPSOIL; silty sand, organics, moist, dark brown. ~;;o SAND AND GRAVEL (SM-GM); silty, with cobbles and boulders, dense, slightly moist, red, angular to subangular fragments of siltstone/sandstone. 2" Diameter hand driven liner sample. Disturbed bulk sample. J P-3 Depth of Percolation Test Holes NOTES: 1. Exploratory pits were excavated on September 16, 2005 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided and checked by instrument level. Logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encpuntered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC =Water Content (%) DD =Dry Density (pct) +4 =Percent retained on the No. 4 sieve -200 =Percent passing No. 200 sieve 105 366 LEGEND AND NOTES Figure 3 HYDROMETER ANALYSIS SIEVE ANALYSIS 24 p 45 TIME READINGS U.S. STANDARD SERIES CLEAR SCUARE OPENINGS HR. 7 HR MIN. 15 MIN. 60MIN79MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #76 #8 #4 3/B" 3/4" 1 1/2" 3" 5"6" 8 " 100 :. 90 10 20 80 70 30 W 60 40 Z Z to H Q ~ a So r sG r z w U U ~ W W 40 d a so 30 70 20 80 1 90 0 700 0 .001 .002 .005 .009 .019 .037 .074 150 300 .600 `1.18 2.38 4 75 9:5 19A°37.5 75.2 152 203 12.5 127 DIAMETER OF PARTICLES IN MILLIMETERS CLOY TO SILT SAND GiL4VEl COBBLES FINE MEDIUM COAPSE FINE CGAPEE GRAVEL 46 % SAND 42 % SILT AND CLAY 12 LIQUID LIMIT % PLASTICITY INDEX SAMPLE OF: Silty Sand and Gravel with Cobbles FROM: Pit 1 at 10 to i2 Feet 105 366 H ~''plg(~leC~" ~ He worth-Pawlak Geotechniccl GRADATION TEST RESULTS Figure 4 M Ltl O O Z O n U ~ Z J ~ ~ J ~ Q W U ~ z ~ U fW- ~ ~" ~O O V Y "' gWo ~m Q~g d W 2 ~ K a ~ W 2 N a ~ K O J U b O ~ o m ~ ' ~ b ~ cd N ~ cC ~ c C ~ T A T ~ ~ O ~n U ` ~ ua w °w?x ~ LL~ wz Oat a z O ~ ~ U U X p o 5 J d ti m w p F a~ J J ~ C7o wZO; N c+i o0 w a ~ N ~ N ~ z a n p ,~ " z N d 0 a p J ~ W ^ G o ~ K ~ (~ J ~ ~ U F.pz n ti O O ~. o ~ .-+ z J ~ ~~w F '~ z a ~ z ~ ~ N N ~ N '" z p ~ ~ ~ r ¢ w O o p ~ J W J 4 ¢ a ,--~ N t HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS JOB NO. 105 366 HOLE N0. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL INCHES WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL .(INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-i 167 15 lOVa 7 3'/a 7 5'/4 13/4 5'/a 4 1'/a 73/4 6'/z __ 1'/a 6'/z S Vz 1 5'/z 4'/z 1 4Yz 33/a 3/a 33/4 3 3/a 18 P-2 124 15 113/a 8 33/a 8 5'/z Z'/z rJ'/z 33/4 13/a 8'/2 63/4 13/4 63/4 Jr'/4 1~/2 5'/a 4Ya 1 4'/a 3'/a 1 3'/a 2 Ya 1 i 15 P-3 66 15 11 8Yz 2'/z 8Yz 6'/z -2 6'/z _ 43/a 13/a 93/4 8'/z 1'/a 8'/z 7Ya 1'/a 7~/a 6 1~/a 6 5 1 5 4 1 14 Note: Percolation test holes were dug in the profile pit and soaked by the client prior to our testing. Percolation tests were conducted on September 16, 2005. The average percolation rates were based oh the last three readings of each test. _ DATE: Ta: RE: ` ` Good day, January 28, 200? ~2320Q7~23~~ This Ietter is written to 'verify the Mr. McClain is a shareholder in good standing with the Crysta] River y Water Company, a Nfutual Pipeline Company and not for profit corporation. Cot3nt Estates r Mr. McClatn's share represents ownership of a water right of 42,835 gallonsy~per rtiinute p,pe ,x _'~`#. r:.,~,«&ysa r . e ..;:: ,.. p, Y- ~~-- ..- .~ ..tiC.:W,3sC8 a ~.,> .; the i line constructe b the water com an under t~i"ree-fourths o u rc3 No. S I6 in Water District 38. The water company has operated under the jurisdiction of the Colorado Department of Health regulations for over twenty°}~ears The water company is m good standtng'wrth the Colorado a~ - ~~~.>~, ~., ~ z. Department of Health. Our operator of record is Alpine Environmental Services, of'Rifle, Co ,.,. ,~r The water comisany submits monthly bacterioTogicaI samples, which are Qn fi`l`e with the watei company. The water company also. conducts all other testing required by, `the state."" _ ,,;. .,. The water system consists of a springy box, a four inch line to afifty-thousand gallon water tank, disinfectant operations room, an eight inch line from ttie.tank to the, distribution shed, and six inch service'lines to the curb boxes of each property. The system also includes four fire,-fiydrants. Mc. McClain's good standing according to the water co'mpan Please contact me~ ~f you Tom McBrayer 0074 Crystal Circle Carbondale, CO 81623 re water Gotn`panyallows horn to connect to the water system y is~choostng: tlicat~ons at an ptitne of It Since y, Tom lvlc Brayer President: Crystal River Country'Estates Water Company <a.., MAR 2 8 200 PITKIhi COt.1NTY _. _._.~_~.._..__.._~ _,..,w.._. ,,._.,__,.,-.-Y.~__~,,_.-~..~.....~:~:~....~..a~a..~,~~BUILDING~EPARfFatENT..,.. c,- 618-'7189 email: animal@sopris.neY p232A67p~~. Crystal. diver Country Estates Architectural Committee Ray Po,~man P4 Box., l Q53 Carbondale, CO 8}6~3 , Mark Ivtclain 1(}18 Colorado Ave. Glenwood Springs, C0 81601` 970-618'-351'7 mark@confluencearchitecture.com 1/28/201)7 Architectural Committee: . Thanks for you time on this. I am requesting a review for my proposed house on Iot 13. T am hoping to start sometime this summer. Please give me a`"call f'you have any questions. Thanks, Mark _ m A%P D - River Country Estates Architectural Committee ( ~, .r.,~i' DaiGe: ~. r I;; d --~--_.. Date: .Z' < a ,.. ay ~`~~-~~-'" Date: ~/ L I,ee Holiowelt MAR 2 2007 . ~ t1NTY BUIE t~ING DEPARTMENT _-,~.._ R .: p.~, ?~4'.. ~t{gF ~ n tr~0i1 07/22/93 ISt 41 Rae a.00 pK a1T PB+-f~~ ~ ~~~ - ~ -. ~ »' " `* Silvia H•vis. Pitkin.,,Cnty 63 ar'k. Ooq. a.fWY" ._._ T1~OTSON O! TO >DIRa Q9 QOQR! C 01 pl`lLIT ,COOT!! OOf~OTHHO/ da1TTlri ~>uhhlpfll~ SO T!~ pHHOp lOtwiL tOHTt/HIOR 1~ 1Ni pTOi>1L.l11rZ~r .~ ' Rawlntiea Te. 99 ~ . , HTC~' LH 1. Pater and Tamp 9rsoha, tinvinaitsr aaPr liaasrts•, Lraw ippliad t0 the HWrd of Canltp C'OOSN10!!eY! o! Pitkin f7oi~pty, ,, fblosado, Daralrrltar 'eeard•. for 1041 aervires~ental.Tataid:'alld ar.,, dasaai ~issias Rav$av a~ approval. ~ . 3. TW appllaanLa propose to eosuitsnnt a siugla Lsailp rdidanes as a oorrantly nndevaiopad lot. 3. TM lot is dssaribad ai Lot 13, Hloak 3, Crystal River Camtry Taeatw. ;s. t. The' llpplicant'a parcel L somid RB-30 art~~ aoMaias approsis+atsly d.47 aom. .. e. The Planning Caoias3ms eonsidared the ApPliaaiai at a esgnlariy df)bW11].ad pnblla ae~iinq oA lhy St, i9A,9~ at vpioh fife May r110e1sM11dOd QmdilSaial appxOVal OS the 1041 .H1liard and funeral enbsissiwt ragoast. . 6, The Hoard heard tAis application at a regalarlp sohsdnlad aaatlaO on Julp 13, 1993, at which tine widener and. taatiaony vas prsssnt~ with respect to the gropowd dawlopaaat. . Tar, STaIyOYR/ HH 1T utYf>LVan by the Horard that it dens hereby 9rrT/t approval t0 the Tb'OCha 1041 dpeaial Rwiat and tianaral Salsiasion snbieat to the coil@riaq eonditianst 3. S9ss tollorinq aaasni:as ~sall be Snplaaanted to mitigate A Tiidiire hasards ass~~ oarr;iss is,al RK e.oo src'rsAr Pe,.yyt, 811vi• Davie, Pitkin Cnty C3erk, Doc e:oo ispaata to Mildlir., 81 ti '~ ~ °~ a. Hogs aha11 b. prohibitW. ~! ~d b. meiatiaq wgatatioa oataida oZ tae 1a111di~g amaltya ~vag•~tatiDa'aaarvad, with the airo~otiaa e! a,y 'thim,i/q sagairad to asaosaais vildtira aitipation (pnzanant to Conditien =nfa6ar a!), a~utruoE;oa of tLb dsiwwp, and atilltip vithln tba driwwp. o. taaaiag stall Ue allosad Mlutia the bai oolp. 1111 faabing shall ba s i10i1>aD1 0!, ale;:: a-.,trend ar less with a 34• trial aprdl Latdaaii tha'~.ay ttto visa. 2. She lollori,g aaaanras aha11 6a iapla~wtad to aitigata gaola/ie hassrds: a. The syar o! tM hop shall W labdsoapad is a poaitiw latbion ao u to oasplatalp diraot draiaaga a='ow,d the . haaa to altbar aids. !wt costly toward tba'iwrth. 7Phia aYa ~tst =a~ 1 ~~a inq a wall or bars o!~ b. 1La hydrooospactlw potential e! tho soils= shall datuai,rd tbroagh oa®plation o! a soils tingluaa'."-ng stagy. iha a~ iaasr3,g stuff shall a4ArMav things, a parSa~t~r dralDaga aystea *~Y~a Thai the lotsdation, ~S.ah dayli,~ts t'~ _ ~ the sut. ' ititigatiea shall )>• is tla} asgi,~aritq aC~Ny snd syparovad by the Camty snginur. c. Prior to building pasait appllaetioD, a xpislarad protauiaoal engineer ihali approve the loaadatiw, QMign ~indi,q a pasi~sEadrainaga syataa), aad'tha tall or 3. Ths loiloving aaaaaraa ahali is ispiaaaatafl to sitlgats xsldsirshasard: a• Aon-oosLvatibla too! mterial iral~ibq tile, bsphalt, libarglase, natal or Class 8 Cazti-Guard (ragistarb - bread ease) ~d yai»1 ahakq ~d ahingias utilising Clus B oonstsuatios taoln,iQnq (1/7^ aini~uw solid sheathing) ar Latter, aha11 bs required !or all rasidaatial ftradtarp. b. 11].1 roola atoll be kept olesrad oP delaia. `~'1 >~-:'~ c. TIIS bps o! all bnildi~ aball be kept alwred o! wade '~ ~ affi daLria. r`"~- d. Firewood shall be stackw on a aantonr awy lroa r' ~.~ 1~. .~~, h~IAR 2 R 2007N ~. "'~°°" ~ ~ PITKfiU ~C11J1~TY .. ,~ BUILDING p~pAF~TI~AEN7 „ '' 'v+a~ 1 ,~ x: l l~ ~ fi . ' _... _. _ __~. _,___,_..~:,.,...~,r .a a359061 07/21/93 13c41 Rec s.Od BAY 73a PB ~~ Silvia Davi a, pitkin Gnty Cl k D er , aC f.00 v ,M . ~. ti ~ V the Csrbondals Piro Ceiaf 9mritying that phhrFiiA ~p° p M ar is Iwt satiataatoxy tar Lira L1or., Y! the Fire chie! dalaainaa teat the praasun is ;wt adegaata, the applicant wail install an ii~riar spriniclar systsa rith rater storage aspaaity to b• appro9sd by the Carbondale Pins District and malalfaoturar o! the systu, llrittan approval o! aapaaity shall ba auhmiftad t-it6 building psrait application it a agates ie daanad neoassasy. k. 7111 utilittyy axta~asions shall ba bariad ritein tea dri9way alige~aent. a. N1th the alaulptioa o! the access aii imant id titi d g aa e on the recorded site plan, all devslopfee~it, Slaxlnd inq grading, shall , !» lo~tad rithin the building amralops. s. Friar to baildine permit a~lioatiaa. tbs appliaal7t shall rlaQM a a4 x 36 fns my18t 10{i ARVias sits plan rhiah mast s the approgsl o! tlu'Planning O!!iu and County attorny. lha plan shall include tea tolloring valuers •sara;sp aW aisa3airer .ear >lyylieeat aatowr3sAgss that 30{3 Bnsrd asv;a aisao-ai eo.. sea ;a ssy war rssuca er sir chat ans. ostalde et a..igee.a ewcd arua will Iw !zr tees eweda, oe floc a{pxe.w aitiOat;ea saasoea~ viii Waraatai tM yMr M .s1' 1)+'~tr. s. l/tilolus sad/ar temporary aovar shall bn used onsxpotsd soil arses. Psrsenattt vpetation shall be rs-utablishad, and erosion aamtroi measure shall ba inatallad, rithin one 9rariag season attar oonstruatiu. 7. Batnral drainages pattsras shah ba inaorporatad into the overall dawlopmant plan tar the site. 6. Friar to building perait appiioation, flu applicant shall obtain a Hoaid o! Adjustment astbsck variauw !ar bnildieq rithin tM lrwlt and ri9a Yard satbaots, aspropesad. 4. An aarthwvLp permit shall be required !o- the aoraunt O! SO oubia yat^7s o! Qirt ar aura. 1O. Bares greater than six tut in height era wnsiMrad to bs . ~siruia~ru~(r sa ~r asks a ~i~ permit) and atoll' ba boated a o d ppr ve by the Board o! Adjastsaot. Bares shall be loontad rithin flu bnildinq envelope. 11. 191a appl;cant shall comely ritD all County air quality standards in e!lset at the flea oP building permit appl#cation. 13. At (ar prior to) building permit application, the applicant and/ar the Crystal wr Country llstatu Baaaovnors y+. . .. ... .. ~ A { ~:. W a. ~, ~;, i F rv~ M335?61 07/22/93 13s41 Ric f.Ori HK TiB PB f~2'T _ "~ - ^' ~ 331via Davis, Pitkin CntiY Cle k, Dnc 4.00 M1 ~ ~ h ~d !.. a. at hart ono tan pound 11HC close fire extinguisher shall ~§'~ be placed in each etracfvrr. % '::~ !• Ae9+trdin9 om4atat3oas (lfotual wgetat:on'asnilrilatioll to '.~. 11Nt these ornMito-v sap ~OOt be wary thsrr HN '.,^ nataral vegetation patterns haw airydy'tulfillad thaw aanditinna.) 1) The appliaaat shall rastwe all v. grtatioT within 10 foal of propasadstsvotl~sas. ^ahlr area shall itis. saintaiasd in the tulurs'ar'either for ground cover , such araotad gram, or Han-tla~abla ratoriai sash as dbaratiw rook or growl. a) vegetation deuity sbe].1 lss radnad by thi ~. _. brnshto_,a ^iniaam of 30 trot tree Bach a a~ xhera space on"this lot allots. T'Linning rhall bs designrA to leave clarps of brush wners fah. ass cost drs3red Par iaddaoapiig ar soreanixq, +dlile breaking np the horiaoatal oolitilmity of the 6aarh aaroes the propertp. Clvuffis of broels that~ra retalaW shall be lea than 30 teat in diameter. Bpaoae created batsisen there olungir shall hr at .....: hart 1S teat' in diurter. • 3) Dead uneerg. ottli, brsnohes a1M grass shall be removed fromtha r•sainiag vagrtatiem to reduce laddsrtueir. <) The •detelssibia sgecee orsated by sanipniation o! ~.:.. vegetation shall ba maintained by the applicant, u ...~ nulled to retain its wliu u tildlirs hasard aitigation. 6) Tbs demitp of fuels shall ba radtwd,tilroaghgyt the rgaSnder Of the builfiaq rllvelope there natural rsduotion has sot already occurred. g• 1my buildings rithin the buildiaq envelope shall iir-~sporata vildtirw haaard aitigatiwf aaasarrs, ` h• >+ddressss shall br olea~ly sarkad am visible with sin. 2eiettrrn. i. Tea driwtay shall bs designed to oospiy tith Cwusty drivstay standards. The appliasest shall obtain sn access permit try the county'°gnginau. prior to irsnanx or a bnildiig persit. j. Et building pe1'ait a~lieaticn, the applleaat -Hall submit dooumaatatiml of u anaipais of the aulidivision vatsrsgstam with rerpeet to the available water prersura for tir® llot. The appllaant shall submit'a letter°!ro• '~ 1 ..!.v , Sd„.., ~ , E `~:... e339061 07/21/93 13i 41 Rec e.00 &t 739 pg~ Silvia Davies, pitkio Cnty C1 erk,Doc 1,00 6. s. Y ~ PP0 'riY k. 7111 utility axteasiauul shall ha Oarlad within tlu driwray aligement. Kith tba ela~tlon o! tha aaeaes alit idantiliod en tho raoosdad sits plea, all dawiopaa~yt, iuoiuding grading, shall ha looatad ritAin the huildfag aavolopa. ~~' tO ~perait appli0atiaal, the tII a 2i x 36 aYlar 10{i Rmvios sits pl~anl ~;,~ auks Alan sha~ilailaoo ~ tba ell~wotrio• sad County attas~nay. Tha in4 vaiwri ~~ ana a;wlairr~ aa. appllvaat .anw„lwya. fast 10{1 Bas~rd oatsida l does ask fa eay py ~aaalisi `oe ysYly"lA~t atvu 19aaNd hashed aesu will >» taw liar Irsasda, ar flue . aitlNtioa ewuaw r111 W~saneaa eat ~T o! aaq 6. ~ • end/ar teaporaxp aovar shall Vii. on erosion oast vegetation shall ha ~i-astah111epoda. 9roving seasall aitart ~i~ ~ mod, within ones 7. Aatotal drainsgo patterns ehaii bs in overall dawlopaont plan tortho sites. oor$oratad into the 9• Friar to baiidillq Parait cpplication, the applicant shall °~~ a l~rcnt ~ ~t set(facic variaaoe !ar butldielg aithia tM Yei't! sethaoks, as propedsaq, 9' a ~to4 parait shall be required !or the aoveaellt o! yatds otdirt ar sore. 30. Boras greater than sin lest in. height are abneidsrs4 Lo ~, strvoturss (~~~ a1+»ilding parsit) and ohail b• looak~d . aitaida o! sstbaolcs unlsoe by tha Boerd.. o! adjwtsont. Berea" shall ht loco thin the hllildinq anvalope. 31. The applicant shall cosplY adth all Ceuoty sir quality standards in o!lact at the Lice o! M131 application. ding peYait 13. at (ar prior to~~i dins t appli , flea, the applicant and/ar the Bii ixmtry ~tatas Ba..ovnera a a ~~' ` ~ .. l .~i ~. iR' . Ih.\' . . BAR 2 ~ 2007 . ~ T! ~W ~ ~ ~ P+ITk'A a~ 41f~111PIT\/' W y 1' ~ ... ,~.. ~~~ A~ ,ti; ,M .i~i;4 :.,; ~, . .~, rv ~'' µ, .~ t ~.e.. s,~~ as '.i ~" .. ~~ t~~' 4 N3S9061 07/1/93 13e 41 RK {.00 gK ~~ ~ 629 SSivii Dav1s~ Pltkln CnEy CS arks DoF-{, 00 - ~ -- _ _ _~ H 19. ~11~naYk~ion iMl!sim~stinq{ {halll h{aaAhat~d ko. t~ ~19A0'V~D l+lA9 i,DO'~l7C 0~ !1~ 13TH. DUY OP JOLY~ 1999. 1 s aeau o~rt lwosasr z+s ~o aanu ~ s. ni - aemtt ae 801+RD 09 COOy!! OOIOITNSC7td ~ F2liI1i QCfi0AHD0 ~ ll~~ nata -9-mss-9s avpio+m z~ To CO~l~S3 saaat ~._ Omw flaeeiaq DdraOtet if R~ 3i. ~~2 aq e $i$/ 0 kd p aM F m ~ '~• ,~ - W F ~'! 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