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273513400028_0042.2015.prbu
DOCUMENT LAYOUT Certificate of Occupancy or Letter of Completion Permits Final Inspections Any Supporting Documents Site Plans (NOTE: All structural plans will be grayed out. If you require the ability to see structural plans, you must have a letter from the owner stating you are allowed to have plans. This letter must be submitted to Pitkin County Community Development Department) CERTIFICATE OF OCCUPANCY/ LETTER OF COMPLETION i)'A - =0#01<$"Mtinvig#waVAP„,*¤1&*Amfi#Ze**825*0081*4 4 Ai1A Ni' '-"', .:I#,I .1.' #I,4. u*9- '. E3! lid ·Certificate of Occupancy Pitkin County Community Development Department hi.1; €6 ·: 1 , _Z Use Classification:COMMERCIAL 13 ·. Building Permlt:0042.2015.PRBU 8.q#yi..,i-3. Building Address:800 ASPEN MOUNTAIN SUMMER ROAD ASPEN CO 81611 Owner of Building:ASPEN SKIING COMPANY LLC Owner Address:PO BOX 1248 ASPEN CO 81612 Group:U Type of Construction:VB Use Zone:SKI-REC Descriptlon: Parcel ID 273513400028 3 405 square foot one-story unheated timing structure. 4 Occupancy Load: 30 Comments & Restrictions: I:41·#fi 9' / 4 141443 -1 This certificate is issued pursuant to the requirements of the 2009 edition, section 110 of the International Building Code. This certificate Is accepted with the understanding that the inspection and inspection report do not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure and its appurtenances. Additionally, neither the inspection nor Inspection report are substitutes for any real estate transfer disclosures which may be required by law or a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. Dot411517 ,14'25 jgnature 0/Applicont:*4-·-2*0< ' NX@;Ah..)·( ! irr,r:tkfit -'A f r lip / 2 77' Chief Building ¢mcial Date' .&(24 1 8%10Nte·,ifIEi IR Note' 1,1 alt orcupar]ClaS, eX,>ept R, this certmcate m<13t 13* polted $11 8 consplcu©Us place P.Balr the maln exlt on the premts,B for wlitch li ls8%1,[ti· ],; f Issited. Any akerelon or use of th,80 dekribed promises or porbon thereof willmul the written approval of the Bulldtng Oman! sball negate thij C.O,2.EAk,24 -:P:.".: r.1*13!1 6 and Bubject It to revocation. .4'1@k: Wir-17.1/17 1 ,4589:enti.!i: + BLdjk#j:, ..,stu5001#,MWNWR*#m*M'**0*8*M»**/Aa*Me* .4 .. 7267 .H ':1.r I ..#*HA*0.,. 0 ·IR#9 Iltrl':'NEt·. 3,131¢k-· · i ··1/34«-4125*Ack:}224-«24*333&4-5-02*I' : I *.. " I "e>··:.St,..42..te , DI,€$;6>lf': '."?i ·4, 1·'i 6, ,·r:':,i;kl·i,b,+.:'.W;. : ·'+ :·i:· ·3*Rtitti Whj:%9.3 :34(423.'',..1/13,2 4%60.02=2:n.·,·t©q .....':·..,..i.:7, · , U . f 13\25:. :i'.! 6 '-··'·'Jr ' '. wN*§·G..if..-'. L 11 . 1'. 'V.,6 :*!jt'..,!im ."6'.b:"21- : *" ...?..il.,ii?5·*4·'.t-(fr:.1,19.14% PERMITS 61[(WIAN,4 4/Il PITKIN COUNTY BUILDING PERMIT APPLICATION 130 S GALENA ST ASPEN, CO 81611 OFFICE PHONE 970-920-5526 INSPECTION LINE: 970-920-5532 FAX: 970-920-5439 http://www aspen pitkin.com 604 z. to M. p,2 6 U Permit Number (Office Use Only)Applicant to complete numbered spaces only, 1 I{,RADDRE<.5 (f·i O,11 .Ii:il,i v. 1:,rl,Il no .(-1 M"ng Allre&,Phone ASEEN-MOUNIAIN- t'(,0 Aspen 4100#1·ittivl .51)Ain\€r Rk 2 OWNER Mailing Addrej Phone ASPEN SKIING COMPANY - P.O. BOX 1248, ASPEN. CO - (970} 923-1220 1 ( ONTRAt TOR Ma Ing Addm Phone ASPEN SKIING COMPANY - P.O. BOX 1248, ASPEN, CO - (970) 923-1220 1 ARCHITECT OR FNGINEEROF RECORD Malii. Addre;5 Phore OCEAN/PEAK ARCHITECTURE - 208 DAKOTA MEADOWS DR - CARBONDALE, CO (970) 343-9205 · f·.17 fl ID# {call 920 5 1601 273513400028 r-===2=0 C_ BD >, rD DE 3 FD A FN g FS E MH 4 MS ! 0 ZG Y 20 7 CLASS OF WORK ENERGY CODE FEE PLAN CHECK FEE ZONING DEPOSIT GIS FEE NEW | |ADDITION LJuTERATION n a. O E till 4 0 0 8. Use of Building USE TAX PERMIT FEE ZONING FEE RD IMPACT FEE 1- Re,ident,al 1-1Commercial -*lcultural Other 1 \ 1 40 1 09 1.1 8 1 -45- 0 OTHER IMPAa Deed Restriction 9 13 LP Gas used? yes |4 1NI AHIMPACTFEE REMP FEE FEE Rq'd? Customers E/,Ming Sq 0 121 © AJ//9.10. Valuation New Sq Foolage Footage fof THIS permil 45 F Type of s 85,000 448 448 Total SFofeldg Actua Valuation No. of Stories Construction 11. Description of work (include Main Bldg Permit # if this is a Change order)£10 85606 ©AJE \63 No.of Bedroom;No. of WORLDCUP 2017-TIMINGSTRUCTURE Existing Added Dwelling Units Census Code SCA SEP C le C 6 49 Occ Group 1532€ZmT lot Size Use Zone kk •3 - HEATED U 30 APPROVALS AUTHORIZED BY DATE Zor•9 il. ' land Use LC -1®-e./10/4% HPC EH/NR Separate permits are required for Electrical, Plumbing, Heating, Ventilating or Air Conditioning. This permit becomes null and void if work orconstruction authorized is not commenced within 12 months or if construction orworkissuspended orabandoned foraperiodof 180 days at any time after work is commenced. I hereby certify that l have read and examined this application and know the Game to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other 5tate or local law regulating construction or the performance of construction. It is my responsibility to review the approved plans and any comments that are contained thereon and see that the structure and/or project is buillt in compliance with all applicable codes. Engineering 1/0 _ t_C Fire Magral fic/SprinklerReou,red,YA Alarm Required> Y/N City of Aspen WAIr 9 fA Aipen Cons Sar Dist O 18 Othe, CE 1 ¢D E 2 NOTE Thls form B a permit only when validated. Work started without a pernm will be double fee'd. Victor Gerdin X X Contractors Signature Date Signature of Owner (if Owner Builder) 0411.14**Vkeorr..rr, .....$-0 ou *In.ir*nu,omi(cin, I. D:c )015(>20®03g OM]0 Date r e. -S X X Print Date Print Date For Office Use Only -·- APPLICATION - -44OVED F SUB9!4 ACCEPTED PU#5 9*< ISSUAg h '40 93 ..l.1--Submittal Fees Receipted OIl ,8 7.4:7-Date 2 715 Date E-t645'-Dae 4-,(. \ 5 - Paid Energy Code Fee Pai •ck Fee Paid Zoning Deposit Paid GIS Fee Isplance Fees Receip df I L cul YAb Bll V l' 4-1 1 Crt-1 F 1 fra 3 f)/1-1 L 1 Paid PefmR Fee Paid AHImpact Fee Paid Rematigtoningfee Paid Roadimpictfee Pa rax &1 'Pad REMP Fne Paid Other Fee I lt,; 1.j [ CL' ECE- £2_ 66 OG Print this form Reset this form /Lo/ 4 Plan Chi id UH R.L, 0 wil, ol /11,1 14..L Ev.,Aillot I,/1PITKIN COUNTY BUILDING PERMIT APPLICATION 130 5 GALINA ST A5PEN, CO 81511 OFFICE PHONE 970-920-5526 FAX: 970-920-5439 0906. 2 6\1,?. 1INSPECTION LINE: 970-920-5532 http://www.aspenpitkin.com Applicant to complete numbered 5,aces only.Permit Number (price Use Only) 1 108 ADDRESS {fill out address form Ef nope)M./ling A/dr,%1 Ph©ir ASPEN MOUNTAIN 3197 ASRE,3 HTN 5UMMae- RID 2 OWNER M /6,9& Ad[Tre I Pho= ASPEN SKIING COMPANY - P.O. BOX 1248, ASPEN, CO - (970) 923-1220 3 CONTRACTOR Mi,lingAddics,PhD. ASPEN SKIING COMPANY - P.O. BOX 1248, ASPEN, CO - (970) 923-1220 4 ARCHITECT OR ENGINEER OF RECORD Marl 08 Addre, i P,01., OCEAN/PEAK ARCHITECTURE - 208 DAKOTA MEADOWS DR - CARBONDALE, CO (970) 343-9205 Permit DE 3 FD 4 FN i FS 2 n MH C MS 2 b Parcel ID 1# (call920 5160) 273513400028 ZG _-1_ 7. CLASS OF WORK ENERGYCODE FEE t£2EfHECiELF ZONING DEPO5 IT GIS FEE I NEW ] ADDITION 8. Use of Building 1 Residential 1__1 Commercial LTERATION E|REPAIR C I. 1\ USE TAX PERMIT FEE ZONING FEE RD IMPACTFEE Agr,cultural E Other 63.50 OTHER IMPACT Deed Restriction 9 Is LP Gas used?LJ yes LE INo AH,MPACT FEE REMP FEE FEE Rq'd? Cuitomer's tiliting Sq Total Sq Footage 10. Valuation New Sri Footage Footage for THIS permit f@&7000- 448--4.10 Type of 9*t#- Total SF of Bldg Actual Valuation No. of Stories Construction 11. Description of work (include Main Bldg Permit # if this is a change order) / / No. of Bedrcoms No. cf Change order ft,Y 8742. 2015-prbu Existtne Added Dwelling Units Censu.Code 1. Revised footing depths Dec Group Occ Load Lot Size Use Zone 2. Changed rafter system to 11-7/8" 24" OC 48( 1 3. Rafter clip detal revision APPROVALS AUTHORIZED BY DATE q/ Zon,4 L and Use HPC \ 1 . E El/NR Separate permits are required for Electrical, Plumbing, Heating, Ventilating or Air Engineering 1* Conditioning. This permit becomes null and void ·,f work or construction authorized is not commenced Fire Marshal within 12 months or if construction or work is suspended or abandoned for a period of Fie Sprinkler Required? Y/N Alarm Require/7 Y/N180 days at any time alter work is commenced. I hereby certify that I have read and examined this application and know the same to be City of AM,enWater true and correct. All provisions of laws and ordfmances governing this type of work will AE¢en Cons San Dist be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local Other law regulating construction or the performance of construction. It is my responsibility to review the approved plans and any comments that are contained thereon and see that | the strugure and/or project is built in compliance with al! applicable codes. NOTE,41% formijapermith, when validated. Workst,6,oga permit willbedoublefee·d Chg#gnidby'K.Ii.1 VA, A-c- '*LU (3 x Victor Gerdin :=22*im41.iom c•U DN 20150805/5019416/ Contractor's Signatt,re Date 5ignature of Owner (if Owner Builde')Date x H C..7-* fc_ 9 €7-Th ,»0 , x Print Date Print Date For Office use Only APPOCATION APPROVED FOR SUBMITTAL ACCEPTED PLANS CHECKED ISSUANCE By By .de By UPDate\01301125 Date )\IC /1[,/Date 1 /-2-1 S Date It -2-19 Submittal Fees Receipte j: Pald Enerm Code Fee Paid Pian Check Fee Paid Zoning Deposit Paid GIS Fee DC.co Paid Permit Fee Paid AH Impact Fee Paid Remaining Zoning Fee Paid Hoad Impact Fee 63,50 f€69 2 A WAA/U_ Issuance Fees Receiptedt,liflist< t lAp /39 35-1 (141¢0'11%N 9 Paid Use Tax Paid REMPFee Paid OtherFee Pace• +hic fr.rm 14.l. C,via.i)/d i,11 ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S Galena St Third Floor Aspen CO 816-1 INSPECTION LINE 970-920-5532 PH: 970-920-5526 FX: 970-920-5439 0 3% 1.201% .PELE PERMIT NO. (Office Use Only) JOB ADDRESS Base of Aspen Mountain, above lift 1-A. OWNER Aspen Skiing Company ELECTRICAL CONTRACTOR Pine Mountain Electric, Inc. BUILDING PERMIT # ZOD Aspta ),4 th. Su,#AL< Rd. MAILING ADDRESS P.O. Box 1, Carbondale, CO. 81623 OCCUPANCY GROUP ELECTRIC.AL VALUATION PHONE 970-923-0555 PHONE 970-945-1395 SQUARE FOOTAGE 004 0.901 5. pic-SU USE OF BUILDING 1*) COMMERCIAL $8.500.00 448 O RESIDENTIAL CLASS OF WORK O ADDITION C] ALTERATION ® NEW C] CONSTRUCTION D SOLAR SERVICE DESCRIBE WORK IN DETAIL (For additions, alterations. indicate type, number and location 0- source of circuits) 0 OTHER Wire for light and power in World Cup Timing building. Install new service. Install (6) lights, (15) receptacles. OWNER: The undersigned applicant to personally perform electrical work on the described property or residence hereby certifies, asa condition of issuance of such permit that the above described property or residence is owned by the applicant: that the applicant is not engaged in the business of con*uction or remodeling: and such property is not intended for sale or resale. nor is it rental propert, (occupied or to be occupied bv tenants, whether transient or permanent}, nor will it be aenerallv ogen to the DuMIc. It is understood that compliance with these assurances is a condition of the issuance of an electrical permit to the applicant pursuant to the provisions of C.R.S Section 12-23»111 (2) (asamended), and that failure to comply herein will be grounds for revocation of the electrical permit or any certificate of occupancy issued with respect to the property or residence described DO NOT SIGN THIS SECTION IF YOU ARE A LICENSED CONTRACTOR, Signature of Owner Date Note Engineer stamped electrical one-line plan required if ser·vice is over 400 amps. Low voltage drawings must be done by NICET engineer. PAYMENT OF PITKIN COUNTY USE TAX The General Contractor or Owner Builder is required to pay a Use Tax Deposit to Pitkin County ( 5%) on the building permit valuation at time of issuance. All sub-permits pulled under a building permit are paid by this deposit payment and should not pay Use Tax. Stand alone sub-permits are required to pay a Use Tax Deposit to Pitkin County ( 5%) Deposit 5% of 50% of project valuation. Project Valuation (includes labor) $ Exempt: Exempt Organization Tax Exempt ID Number Property liens may be placed on the owner's and/or the contractofs property when Use Tax Is not paid. ELECTRICAL CONTRACTOR For all work done under this permit, the permittee accepts full responsibility for compliance with the National Electric Code and County resolutions, and/or state laws, whichever applies. Permit subject to revocation or suspension for violation of any governing same. An accepted final electrical inspection shall be obtained prior to using the electrical system. A final electrical inspection shall be requested within 48 hours alter completing an electrical installation. 06&6 10/27//5- Signatur¢%f Electrical Contractor bate ' Jim Fender P,int Name Use Tax Permit Fee Double $ $ 1 04,16 $ Approved by Fire Marshal D Date: Approved by HPC O Date: Building Department Acceptance Approved By./26 - Date: /0 - 3 0 -/ r Permit Validation Date Receipt #Total 111131/3 39'3es 14.tv '04,ze J·,m© BACNAR,Y\Ci Print this form , Reset this form *1 + 2- L lAi Sco-OA.Uk p %414.11.2-·15 .6*- 5€€1.-I-:.I..2 InGDC'List. rpt 06{/25/h'15 8:38:48AM Inspection Check List PITKIN COUNTY Page: 1 Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for November 25, 2015 Permit No: 0042.2015.PRBU Type:133 FINAL BUILDING INSPECTION Time: 08.35 Notes: DESCRIPTION: #Stories: Garage-Attached: Detached:Carport:Bedrooms· Bath:3/4 Baths:1/2 Baths:Kitchen.ACCESSORY UNIT Living:Kitchen: Bedroom:oth@:PT-lo\\ rvT-ru-\no, -Fireplace-Maker:J Gas Appliance-Maker:Gas Log: Full Bath: Inspection Results: 1 - Accepted { 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantabjlity or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. Datel PS, 44/Signature of Applicant /4 f f- Date| l/'(3t)/ 1- Signature of Ins pector CZA- Address Contact Name:Victor 800 ASPEN MOUNTAIN Sl Contractor:ASPEN SKIING COMPANY/PETER HOF Owner: Print NamedC,B €te(k_ CA#J Print Name .jilk& fN[E]€V14, Contact #(970) 379-2821 ASPEN SKIING COMPANY Page: 1 h..8 CList.rpt 11/23/2015 8:04:45AM Inspection Check List PITKIN COUNTY Page: 28 Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for November 23, 2015 Permit No: 0381,2015.PELE Type:223 INSPECT PERMANENT SERVICE Time: 07:30 Notes: Inspection Result\. / 1 - Accepted / \2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection tee $ Comments:f/=1.LC '-2,» cO¢Date Signature of Applican .rll/Print Name /9 r.< I Date// -33 / f Signature of Inspecto .3 6,zill 1, 4 Print Name ,7 - Ct- Address Contact Name:Rob Contact #(9/03 01 8-6375 800 ASPEN MOUNTAIN Sl 94 V -13 1 5- Contractor:PINE MOUNTAIN ELECTRIC INC Owner:ASPEN SKIING COMPANY Page: 28 / :ns,)CList.ret 11/25/2015 8:58:20AM Inspection Check List PITKIN COUNTY Page: 1 Inspection Line:920-5532 Inspection Schedule for tamik Scheduled for November 25, 2015 Permit No: 0042.2015.PRBU Type:501 ZONING INSPECTION Time: -0,8!55 W Bo- ir oc Notes: call Victor w/ ETA and arrange access Inspection Results: 1 - Accepted Q-C_2 - Accepted as Noted 3 - Rejected 4 - Par·tial/Not Complete Reinspection Fee $ Comments: 2-L_,=23. The applicant acknowledges that he/she has been informed by Pitkin County of environmental hazard areas that might affect the property any improvements and the use and occupancy thereof. The provisions of the Pitkin County regulations do not in any way assure or imply that the property will be free from hazards or that approved mitigation will guarantee the safety of anyone using the property. This inspection report is accepted with the understanding that the inspection does not, in any way, constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structures and appurtenances inspected nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent byyer or occupant. Pursuant to state law the owner is responsible forinspection and maintenance of the structur,6*d.svsterlsDatel'22/1 > Signature ofApplicant (,/t,8/ l-1-/1-Z·Print Name M ca>vt. 4 €12 D , 4LL____ 2 .Date ( 1(1 5 65- Signature of Inspector-1,4,/251 ----i.Print Name \ rx-vvu Kn r k.i_A.,1 Address Contact Name:Victor Contact #(970) 379-2821 800 ASPEN MOUNTAIN Sl Contractor:ASPEN SKIING COMPANY/PETER HOF Owner:ASPEN SKIING COMPANY Page: 1 APPLICATON MATERIAL rei-r:li:r CLEARING, GRUBBING AND EARTHMOVING PERMIT APPLICATION 130 S Galena Street Aspen. CO 81611 /1,972 170-920.5524 Fax 970-920-5439 Permit #D \ 0 6, 10\ 0 . fRE \,l www aspenpitkin com Receipt # ) t < £' j VALID PERMIT MUST BE KEPT ON SITE AT ALL TIMES Permit valid for one year unless other,fise specifie{1. 1. Job Address:Aspen Mountain b[_'T. -Ably)%,v kkAW Ouvmvieiv Fli 2. Legal description of property Site excavation for relocated WC Timing Building 3 Owner(sys Name Contact Number·Mailing Address. Aspen Skiing Company 923-1220 P.O. Box 1248, Aspen, CO 4 Ownefs Authonzed Agent Contact Number:Mailing Address Victor Gerdin 923-0555 5 Contractots Name Contact Number:Mailing Address· Aspen Skiing Company 923-1220 P.O. Box 1248, Aspen, CO 6. Architect or Engineer on Record Contact Number,Mailing Address NA 7 Parcel ID number of property where work will occur Check http //www.aspenpitkin com/Departments/Assessor or call the 273513400028 Pmkin County Assessors Oftice at 970-920-5160 for the parcel ID 8. Property also known as: (Provide a detailed map showing the location at legible scale) Aspen Mountain 9 Land use approval number(s) 10 Type of work Berm(s)-rench(es) Ponds (s) or otherwaterliversion(s) Other Trai(s)Undergrounding Utilities Clearing/Grubbing Site Grading 11. Type of material to be excavated or placed on prpperty 118 Material will be brought fiom on site 1 lb ls the material possibly contaminated? Yes -No X llc Excavated material will be taken to on site 12 Descnption of work-14;1**4#4Fa,1.·Ge=en-wh-·m·mr-LA.a. dtui di,J·-slad-gREF- Total acreage or square footage of disturbance:0.04 acres ELI€CUr * Grub , Total cubic yards of inatenal moved 60 c.y. Max cut depth 10 feet Maxtill depth· 10 feet p¥,Ip -fl¥ --Vi <AL ,· rj &1 VivOk 13 V'.9ll the project result m disturban re of 2 1 acre of land? Yes No X 132 If you answered"Yes: scbmitacopy of your slate Construction Stormwater Permit or R-ractor waiver Information on this permit is available at. http //www cdphe state co uslwq/PermitsUniustonnwater/construction.html 14. Is ally portion of the project already complete? 0 If yes. give reason and date(s) of prior construction activity 15 Will the project disturb/result In removalotany vegetationi Yes No 153 If you answered "Yes" su imit a revegetation plan, inducting a plant list with scientific narres of species. planting schedule and method of imigation The County'c Revegetation Guidelines are avallabte at: hup·//www aspenpitkin.com/Departments/Public-Works/Land- Management 15b How will you prevent the astablishment of noxious weeds at the project? see attac,hed reveg plan 16 Will me project result in disturbance or any wetlands or riparian areas? Yes No A 16a If you answered "Yes' sibmil a description of your revegetation/mitigation plan, Including a plant list with scientific names of species. planting schedule and method of irrigation. Also submit a copy of your U S. Army Corps or Engineers Sec 404 permit in connection with amy disturbance of "Junsdictional waters·· of the U S Contact the U S. Army Corps of Engineers in Grand Junction (970-243-1199 for information on Sec 4C4 permit requirements. 17 Will the project involve work in the Pitkin County Right of Wayi Yes No 17a If you answered "Yes'· a County Right of Way Work Permit must be obtained pnor to commencing work. Information on this permit ts 05 5 5£14 available at: http.#www aspenpilkin.com/Departments/Public-Works/Engineering-Road-Bndge or by calling Public Works at 970-920-. '-/10.. <clOn P2451 ... Earthmoving Permit Aug 2010 xls Aug 2010 18 Will the project disturb/involve work in the 100-year flood plain? Yes No X 188 H you answered "Yes" a County Floodplain Development Permit must be obtained prior to commencing work. Information on this permit is available at. htto //www aspenpitkin.com/Departments/Community-Development-Pitkin-County/Planning-and-Zoning/Land-UE Engineering/ The applicant acknowledges t iat he/she has been informed by Pitkin County of environmental hazard a reas that might aftect the property, any improvements, ard the use and occupancy thereof. The provisions of the Pitkin County regulations do not in any way assure or imply thatthe propert, will be free from hazards or that approved mitigation will guarantee the sa fety of anyone using the property. This permit is accepted with the understanding that the permit does not in any way constitute a guarantee, warranty of merchantability orfitness fora particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structures and appurtenances permitted, nor shall this permit be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally. this permit is not a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state lawthe owneris responsible for inspection and maintenance of thestructure and systems. Having carefully read the require·nents, 1 (Applicant) hereby agree to the terms and conditions described within. This fomi is a permit only when validated by County staff. Work started without a permit will be subject to Pitkin County enforcement action and charged double permit fees. 19. Signalun D glally &igned by V aor Q / Ir& DN cn-Victor GINdin.Oil 0rT,all*ge*in@.I'nowmdi%com C=U5 0,2 20-1026'24504 0% 1 Ba. Date: 7/22/15 20. Signature of Property Owner(s):20a. Date: FOR STAFF USE ONLY (DONOT WRITE BELOW THIS LINEj 21 Additional Terms and Conditions of Penni[ (check all thal apply) At the time of issuance of this permit you are required to post $as finandal security to ensure successful completion of your revegetation plan. These monies will be held for two growing seasons from the date of completion of the project an will only be released at that time it a site visit by Pilkin County Zoning confirms that successful revegetation has been accomplished Applicant is obligated to Dontact Pitkin County Zoning (970-429-2799) to schedule the required two-year site visit The monies will be forfeited if successful revegetation is not confirmed after two growing seasons, or if Applicant fails to timely schedule the required site vlslt Documentation of decreed water rights is required Documentation of State Engineer approval of a jurisdictional sized dam, or documentation of filing of a Notice of Intent to Construct a Non-Junsdictional Water Impoundment St[udure (in the case of non jurisdictional size dam) is required Other ilinor ('learing, Grading, Grutbing gind Earthmovinit Permit.\pplication (less than 100 cy) 1-lat leedue.,1 subimnal] S415.00 Major Clearing. Grading, Grubbing and Earthmo,ing Permit Application (more than 100 cy): 11;14 fee due m submittal $643.00 rhe folloi, ing additional referral fees mai be required to be paid prior to issuance of thi, permit for major projects: C„untv Engineer Referral Fee 22 \dditional ilat Fee for Applications Involving Large Scale l'ndergrounding of Utihiles& Eaithmoving ProJects 522 You will also be invoiced by Pilkin County Staff for any review and follow up inspection time exceeding 3 hours at a rate of $150/hr Pern, ii Ilal Fee (due al submittal)U 1.- 4, 00 Check N 4--1 1414 Ilite Permil AppiEcal,(11 Received 618 1114 4 Additional Feesldueatissuance)1 Check # Dale Permil Issued Alk/Ig rOTAI. FFE (no refunds) 22 Siaff(»mmenls A 11 23 Approved by Pltkin County Eng,raer (lf reg'd) 24 Approved by Pilkin County revecetation specialist Ah.J j 25 Approved by Pitkin County Planring Engineer ' ,i >p \0232 Date 248. Date 258. Date \ Eafthmoving Permit Aug 2010.xls Aug, 2010 lili t,vt\Al\LA 1/1 CLEARING, GRUBBING AND EARTHMOVING PERMIT APPLICATION 130 S Galena Street. Aspen, CO 81611 370.920-5524 Fax 970-920-5439 Permit #(1\br\'l, (;\4.FAE il imw aspenpitkin com Re=eipt • 11¥, 9 11 / 1 74 «1 VALID PERMIT MUST BE KEPT ON StTE AT ALL TIMES Permit valid for one year unless otherwise specifies. Job Address Aspen Mountain 9.S.A 2. Legal description of propertyHiking trail near 5th Avenue ski 3 Owner(sys Name Contact Number:Mailing Address Aspen Skiing Company 923-1220 P.O. Box 4. Owner's Authonzed Agent Contact Number·Mailing Address Victor Gerdin 923-0555 5. Contractor·s Name Contact Number:Mailing Address Aspen Skiing Company 923-1220 P.O. Box trail 1248, Aspen, CO 1248, Aspen, CO 6. Architect or Engineer on Record Contact Number Mailing Address NA 7 Parcel ID number of property where work will occur:Check htlpiA•ww aspenpilk n.com/Departments/Assessor or call the 273513400028 Pitkin County Assessors Ofice at 970-920-5160 for the parcel ID 8 Property also known as: (Provide a detailed map showing the location at legible scale) Aspen Mountain 9 Land use approval number(s) 10 Type of work Berm(s)rench(es)Trail(s)Undergrounding Utilities Ponds (s) or other water diversion(s)Cleanng/Grubbing Site Grading Other·Hiking Trail Construction 11 Type of material to be excavated or placed on prpperty: 113 Matenal will be brought Nom on site 1 lb Is the material possibly contaminated? Yes No X llc Excavated material will be taken to· on site 12. Desclption of work. Hiking trail construction with mini-excavator and skid steer Total acreage or square -ootage of disturbance 0.03 acres Total cubic yards of material moved 40 c.y. Max cut depth: 1 foOt Max fill depth 1 tbot 13 Will the project result in disturbanse of 2 1 acre of land? Yes No X 13a I f you answered 'Yes' submit a copy of your state Construction Stormwater Permit or R Factor waiver Information on this permit Is available at http:#www clphe state.co us/wq/Perm®Unit/stomlwater/construction hlml 14 Is any portion of the project already completeo 110 If yes. give reason and date(s) of pnor construction activity 15 Will the proled disturb/result in removal of any vegetationi Yes NO 152 If you answered "Yes" suinit a revegetation plan. induding a plant list with scientific names of specles planting schedule and method of irrigation The County's Revegetation Guidelines are available at· htlp://www.aspenpitkin.com/Departments/Publio-Works/Land- Management. 15b. How will you prevent the establishment of noxious weeds at the project? see attached reveR plan 16 Will the project result in disturbanre of any wetlands or riparian areas? Yes No X 168 li you answered "Yes'submit a descnption of your revegetation/mitigation plan, induding a plant list with Scientific names of species, planting schedule and method of inigation. Also submit a copy of your U S Army Corps cf Engineers Sec 404 permit in connection with any disturbance of "jurisdidional waters" of the US. Contact the U.S. Army Corps of Engineers in Grand Junction (970-243-11992 for information on Sec 404 permit requirements 17 Will the project involve work in the Pitkin County Right of Way? Yes No 17a If you answered "Yes" a County Right of Way Work Permit must be obtained prior to commencing work Information on this permit is available at http nwww aspenpitkin.com/Departments/Public-Works/Engineeling-Road-Bidge or by calling Public Works at 970-920- 59(W·, 101 qu Aug. 2010E adhmoving Permit Aug 2010 xls 18 Will the project disturbhnvolve work in the 100-year tlood plain? Yes No X 18a If you answered ··Yes·· a County Floodplaln Development Permit must be obtained pnor to commencing work Information on this permit is available at http·//www.aspenpitkin.com/Departnments/Community-Development-Pitkin-County/Planning-and-Zoning/Land-UE Engineering/ The applicant acknowledges that he/she has been informed by Pitkin County of environmental hazard areas that might affect the property, any improvements, and the use and occupancy thereof. The provisions of the Pitkin County regulations do not in any way assure or imply that the property will be free from hazards or that approved mitigation will guarantee the safety of anyone using the property. This permit is accepted with the understanding that the permit does not in any way constitute a guarantee, warranty of merchantability or fitness tora particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structures and appurtenances permitted, nor shall this permit be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work, A dditionally, this permit is not a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsibie for inspection and maintenance of the structure and systems. Having carefully read the requirements, 1 (Applicant) hereby agree to the terms and conditions described within. This form is a permit only when validated by County staff. Work started without a permit will be subject to Pitkin County enforcement action and charged double permit fees. 19a. Date:19. Signaturi A'Blially Jigm[1 IV VI/Or (/3,11' ON cl=Mgtordefdli o ou ./.i'=ge.Inlaill......'/com (-/S 7/21/15 ........4,04./.0 20. Signature of Property Owner(s):20a. Date: FOR STAFF USE ONLY (DO NOT WRITE 8ELOW THIS LINE) 21 Additional Tenns and Conditions of Permit (check all that apply) At the time of issuance of this permit you are required to post $asfinancial security to ensure successful completion of your revegetation plan These monies will be held for two growing seasons from the date of completion of the project an will only be released at that time it a site visit by Pillun County Zoning confilms that successful revegetation has been accomplished. Applicant is obligated to contact Pitlan County Zoning (970-429-2799) to schedule the required two-year site visit. The monies will be forfeited if successful revegetation is not cont#med after two growing seasons. or If Applicant fails to timely schedule the required site Visit Documentation or decreed water fights is required. Documentation of State Engineer approval of a jurisdictional sized dam, or documentation of filing of a Notice of Intent to Construct a Non-Jurisdictional Water Impoundment Structure (in the case of non-lunsdichonal size dam) is required Other: ilinor C learing, Grading, Grubbing and Earth moving Permit Application ess than 100 cy): 1 1 lat fee due m submittal) S.115.011 Major Clearing, Grading, Grubbing and Earthmo,ing Permit Application (more than 100 cy): (1 I ;u leed,ic .11 subni:ttal) $643.00 1 he following additional referral fres may be required to be paid prior to iuuance of this permit for major projects: County Engineer Refwa] Fee 1222 Addmonal Flat Fee for Applications Invot ving Large Scale Undergrounding o f Uttlitie s & Earthmovtng Projects *222 You will also be invoiced by Pitkin County Staff for any review and follow up inspection time exceeding 3 hours at a rate of $150/hr [lite Permit Applicalion i,.Perm, 1 I lat Fee (dueat submittal U 4 1) 06 Check #L\-10 4:11, Rece,jed 4 1 < 7111 26 Addilional Fees {due at issuance}1,43.°°Check #4 1 2 044 Date Pennit INsucd 4 I £\ I \ 4 TOTAL FEE {no refundO -1,136,0 22 Staff (·omments Prote 04 1 owD-.F- tte.l-0 f ·f«·ok r oc Ic -fd I d Utrivi5 +6 re=LIC'g VOr• ca.Jd . Cr. Li for , 1. S,Mot-\01 0.LC-4- 4.2.-21· 0- 4- 23 Approved by Pitkin County Engineer of req'd) U.04 t>SAo/1 Cc·,+c> 4>AUOUK- A>A-23a Date 67/1 / 1 g-6 4. 0,,Li-U-. 24 Approved by Pitkin County revegetation spA,alist -r-*4 K.k-1/\/ 1524a Date 25 Approved by Pitkin County Planning Engineer 25a Date Earthmoving Permit Aug 2010.xls t./-Aug 2010 00422015 r[338 -U_ CTLITHOMPSON 7TN-- FrrN•.rm·==-INjm June 11, 2015 Aspen Skiing Company P.O. Box 1248 Aspen, CO 81612 Attention:Mr. Victor Gerdin Subject:Soils and Foundation Investigation Timing Structure Base of Aspen Mountain Aspen, Colorado Project No. GS05405-145 This letter presents the results of our soils and foundation investigation for the planned Timing Structure at the base of Aspen Mountain in Aspen, Colorado. The purpose of our investigation was to evaluate the subsurface conditions at the site and provide foundation and geotechnical engineering recommendations for the anticipated construction. Our recommendations were developed from da- ta obtained during our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. Site Conditions The site is about 600 feet uphill from the Lift l A loading platform. The structure location is on a small path at the top of a small island of trees which separate two ski runs that end at the Lift l A loading platform. The ground sur- face is slightly sloped down to the south at the planned structure location with steeper pitched grades on adjacent ski slopes. A vicinity map is shown or oq,yoi Ill\11 1. AUG O1 206 Anticipated Construction CommunityDevelopment The structure will be a single-stor'y wood-framed building with footprint di- mensions of roughly 14 feet wide by 32 feet long for a total of approximately 450 square feet. No below grade construction is planned. Foundations will need to 234 Center Drive I Glenwood Springs Colorado 81601 Telephone: 970-945-2809 Fax. 970945-7411 bear on soil occurring at 4 feet or more below the ground surface, for frost pro- tection. The structure will not be equipped with plumbing or heat. A "deck" area will likely be located adjacent to the building for loading and unloading of snow- cats and for storage. Anticipated foundation loads will be less than 1,000 psf. Subsurface Conditions To investigate subsurface conditions, we observed the excavation of one exploratory pit (TP-1) at the approximate location shown on Figure 2. Excavation operations were directed by our laboratory and field manager who logged the soils observed in the pit and obtained samples. A graphic log of the soils ob- served in our exploratory pit is shown on Figure 3. Subsurface conditions observed in our exploratory pit consisted of 0.5 feet of clayey sand topsoil with roots and other organic matter underlain by natural sandy gravel with cobbles. The exploratory pit was excavated to a maximum depth of 5 feet deep. Our observations indicated the natural gravels were dense to very dense. Free groundwater was not encountered in our exploratory pit at the time of exploratory excavation operations. The exploratory pit was backfilled immediately after exploratory excavation operations were completed. A bulk sample of the gravel was obtained for laboratory testing. Gradation test results are shown on Figure 4. The gradation result is reflective of only the smaller par- ticle sized soils; the gradation does not reflect the larger cobbles or boulders. Earthwork Excavations can be accomplished using conventional, heavy-duty excava- tion equipment, such as trackhoes, Excavations will encounter large cobbles and very likely boulders. Sides of excavations that are more than 4 feet deep will need to be sloped to meet local, state and federal safety regulations. We expect the natural gravel in excavations will classify as a Type C soil based on OSHA standards governing excavations. Temporary slopes should be no steeper than 1.5 to 1 (horizontal to vertical) in Type C soils according to OSHA standards. The required excavation footprint area is relatively small and the depth is minor. However, the presence of cobbles and boulders will result in a larger than required excavation footprint and depth. The presence of large cobbles and boulders also renders the installation of drilled foundation elements and hand excavation not practical. The natural soils are appropriate to support footing foundations. The removal of larger cobbles and boulders will result in areas of over excavation and the need to place structural fill below footings. It is important to properly place and compact structural fill. Fill should be moisture treated and densified to reduce fill compression and excessive infiltra- tion of surface water. The on-site soil is suitable for reuse as structural fill and ASPEN SKIING COMPANY 2 TIMING STRUCTURE PROJECT NO. GS05405-145 SAGS06405 00011463. Letters\GS05405 146 Le.doc backfill, provided the soil is free of rocks larger than 3 inches, organics and de- bris. The reuse of the existing soils may not be practical because of the need to process the soil. Import of a manufactured aggregate base course or similar soil would be a good structural fill material. Structural fill should be placed in loose lifts of 10 inches thick or less, moisture treated, and compacted to at least 100 percent of standard Proctor (ASTM D 698) maximum dr·y density. Fill placed as foundation backfill should be placed similarly, but compacted to 95 percent of standard Proctor (ASTM D 698) maximum dry density. Foundation Based on our field observation, laboratory testing and experience with similar sites in the vicinity of the project, we believe a footing foundation with maximum soil bearing capacity of 3,000 psf is appropriate. Considering the rela- tively small size of the structure floor, it may be advantageous to construct a concrete mat that would be both the foundation and floor. The edges of the mat could be turned down and insulated to provide frost protection. We expect set- tlement on the order of about 1 inch for footing foundations supported by the natural gravel and structural fill for footings. Recommended design and con- struction criteria for footing foundations are presented below. We can provide recommendations for a frost protected shallow foundation, if requested. Footing on Natural Gravel or Structural Fill 1. The structure can be supported by footing foundations supported on the undisturbed, natural gravel soils and compacted structural fill soil. Soils loosened during the forming process for the footings should be removed or re-compacted prior to placing concrete. 2. Footings constructed on the undisturbed, natural gravel can be sized using a maximum allowable bearing pressure of 3,000 psf. 3. Footings should have a minimum width of 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inch- es by 24 inches. Larger sizes may be required depending upon the loads and structural system used. The use of hand or small equipment excavated pits and placement of shafts using sona tube can be used however, may be difficult from a constructability perspective. The bearing capacity would be the area of the shaft multiplied by 3,000 psf. 4. Foundation walls should be well-reinforced. We recommend rein- forcement sufficient to span an unsupported distance of at least 10 feet. Reinforcement should be designed by the structural engineer considering lateral earth pressure on wall performance. ASPEN SKIING COMPANY 3 TIMING STRUCTUREE PROJECT NO. GS05405-145 SAGS05405.000\1458. Letters)GS(5405 145 L#.doc 5. The soils under exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 48 inches below finished exterior grades. The Aspen/Pitkin County building department should be consulted regarding required frost protection depth. Surface Drainage Surface drainage is critical to the performance of foundations. Ground surfaces should be sloped to direct runoff away from the structure. Backfill adja- cent to the addition should be moisture conditioned and compacted as recom- mended in the Earthwork section. The ground surface surrounding the structure should be sloped to drain away in all directions. Backfill around the exterior of foundations should be placed as described in the Earthwork section. Increases in the moisture content of the backfill soils after placement often results in set- tlement. Settlement is most common adjacent to north facing walls. Concrete Concrete in contact with soil can be subject to sulfate attack. Our experi- ence is that water-soluble sulfate concentrations in the area are negligible to mi- nor and constitute Class 0 exposure to sulfate attack for concrete in contact with the subsoils, according to the American Concrete Institute (ACI)Guide To Dura- ble Concrete (ACI 201.2R-01).For this level of sulfate concentration, ACI indi- cates any type of cement can be used for concrete in contact with the subsoils. In our experience, superficial damage may occur to the exposed surfaces of highly permeable concrete, even though sulfate levels are relatively low. To con- trol this risk and to resist freeze-thaw deterioration, the water-to-cementitious material ratio should not exceed 0.50 for concrete in contact with soils that are likely to stay moist due to surface drainage or high water tables. Concrete ex- posed to freezing and thawing should have a total air content of 6% 1 1.590. Limitations Our exploratory pit was located to obtain a reasonably accurate picture of subsurface conditions below the site. Variations in the subsurface conditions not indicated by our pit will occur. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No warranty, express or ASPEN SKIING COMPANY 4 TIMING STRUCTURE PROJECT NO. GS05405-145 S:\GS05405.0006145\3. LettersIGS05406 145 Le.doc implied, is made. If we can be of further service in discussing the contents of this letter, please call. Very Truly Yours JM:c John N Brand6 CC:Via email to vgerdin@aspensnowmass.com ASPEN SKIING COMPANY 5 TIMING STRUCTURE PROJECT NO. GS05405-145 S:'GS05405.000145\3. LetteriGS05405 145 LS.doc NO.,737 V:>U L# <11-- r SCALE: 1· = 2,000' Vicinity Aspen Skiing Company nming Structure Project No. GS05405 145 Map Fig. 1 N L it 6 He URSE L J . .9 1 .acker Shaft 1 Cowea oven t A., P 1 ' 4 -· / GaGRA·.b Nat,f l 400 · Gvel Pits· SCALE: 1· = 200' .. . , 1 . i - 1 ./:f>lillllmBllli 'Alkil- NOTE: LOCATION OF EXPLORATORY PIT IS APPROXIMATE. Location of Exploratory Pit Aspen Skiing Company TIming Structure Project No. GS05405-145 Fig. 2 M <CROS_·2 :b/1+ /·t r RV TP-1 0 0 LEGEND: ¤3 CLAYEY SAND »TOPSOIL•, MOIST, DARK -W [4-1 BROWN.LU -5 5- 1.I] GRAVEL, SANDY, COBBLES, VERY DENSE. _ _ 0 )-'J MOIST. BROWN. (GP-GM) -10 10 -- INDICATES BULK SAMPLE. NOTES: 1. EXPLORATORY PIT WAS EXCAVATED WITH A TRACKHOE ON JUNE 3,2015. 2. LOCATION OF EXPLORATORY PIT IS APPROXIMATE. 3. NO FREE GROUNDWATER WAS FOUND IN OUR EXPLORATORY PIT AT THE TIME OF EXCAVATION. 4. THIS EXPLORATORY PIT IS SUBJECT To THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS AS CONTAINED IN THIS REPORT. ASPEN SKMO COMPANY TIMING STRUCTURE PROJECT NO GS05405 000·145 Summary Log of Exploratory Pit FIG. 3 S \GS05405 000\1458 DRAFTNGIGS05405145 TIMING STRUCTURE PIT LOGS FIGURE 2 GPJ DEPTH-FEET | HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR 7 HR TIME READINGS U S STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN 35 MIN 60 MIN 19 MIN 4 MIN 1 MIN -200 '100 '50 -40 70 ;6 ·10'8 ·4 3,8' 314'1,4.3- 5-6' 4' 100 --- ----0 90 10 80 --- 20 9 70 - 30 1460 -- - - --- - 40 . 9 1 950 50 W • 40 - -- 60 30 E - --- 70 20 . --- 50 10 90 0 1 1 1 .It,100 001 0,002 005 009 019 037 .074 .149 297 .590 1.19 20 238 4.76 9.52 193 361 762 127 ZOO 0.42 352 DIAMETER OF PARTICLE IN MILLIMETERS SANDS GRAVELC[ AY IPLAST IC) TO Sil.1 KNON PLAS1 IC)FINE |MEDIUM |COARS FINEE 1 COARSE |COBBLES Sample of GRAVEL, SANDY (GP-GM)GRAVEL 67 % SAND 25 % From TP - 1 AT 3-4 FEET SILT & CLAY 8 % LIQUID LIMIT % PLASTICITY INDEX % HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR 7 HR TIME READINGS U S STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN .2C0 .100 '50 ·40 '30 ·16 ·10 ·8 ·4 3/8.3N' 1 9 3· 5·6· 8· 100 1 1 1 11 . 0 10 20 1 1- i 1 . 1 1 30 40 ·63 · 50 1 - 60 r 1 1 -1)1 1 1 .1 70 80 90 -1 _ 1 - i ' i IM ' --2 09.5 DER 019 037 074 149 297 590 119 20 2 38 4.76 952 191 36 /762 127 200 0.42 152 DIAMETER OF PARTICLE IN MILLIMETERS SANDS GRAVEL CLAY [PLASTIO -TO SILT :NON·PLASTIC)FINE |MEDIUM |COARS FINE |COARSE COaBLES Sample ot GRAVEL %SAND % From SILT & CLAY % LIQUID LIMIT % PLASTICITY INDEX % ASPEN SKIING COMPANY TIMING STRUCTURE PROJECT NO. GS05405-145 S 'GS05405 000tt45'4 Calc.Wiming Suu:ture'GS05405 145 Gradation.xls Gradation Test Results FiG 4 STATE OF COLORADO Hickenlooper, Governor ,„ristopher E. Urbina, MD, MPH r Executive Director and Chief Medical Officer 010320159* Dedicated to protecting and improving the health and environment of the people of Colorado 4300 Cherry Creek Dr. S Laboratory Services Division Denver, Colorado 80246-1530 8100 Lowry Blvd. Phone (303) 692-2000 Denver, Colorado 80230-6928 Colorado Department Located :n Glendale, Colorado (303) 692-3090 of Public Health http://www.cdphe.state co.us and Environment June 2I, 2015 David G Corbin, VP Aspen Skiing Co LLC PO Box 1248 Aspen, CO 8[612 RE:Renewal of Permit/Certification Administrative Continuation For: Aspen Mountain Improvements Located at: 601 Dean St, Aspen, Pitkin County Permit No.: COR032079 Dear Mr. Corbin; The Division has received an application to renew the above permit/certification. It has been determined that there is sufficient information to make this permit/certification eligible for renewal. More information may be requested by the Division as progress is made in developing a new permit/certification for the above listed facility. This information must be made available to the Division when requested to complete the pennit process. The Division is currently in the process of developing a new permit or master general permit and associated certification for the above permitted facility. The development and review procedures required by law have not yet been completed. When the discharge permit issued to you for your facility expired on June 30, 2015 your permit is administratively continued and remains in effect under Section 104(7) of the Administrative Procedures Act, C.R.S. 1973,24-4-101, gl seq (1982 repl. vol. 10) until the new permit/certification is issued and effective. All effluent permit ferris and conditions in your eun-ent permit will remain in effect until your new permit/certification is issued and effective. PLEASE KEEP THIS LETTER WITH YOUR PERMIT AND SWMP TO SHOW CONT[NUATION OF PERMIT COVERAGE. Sincerely, Pitkin County Debbie Jessop JUL 2 4 2015 Permits Section WATER QUALITY CONTROL DIVISION Community Development XC:Permit File ASPEN +SNOWMASS Stormwater Discharge Management and Erosion Control Plan Updated June 1, 2014 Introduction and Overview Tliis Stormwater Discharge Management Plan has been prepared for construction activities at 4 mountains owned operated by Aspen Skiing Company in compliance with the requirements of the State of Colorado Stonnwater Discharge Permit application. It covers the approved construction activities expected to occur at Aspen Skiing Company until the year 2008. This plan will be amended annually. Aspen Skiing Company believes that the U.S. Forest Service's regulations and guidelines supersede those of the State of Colorado on Forest Service land, however, it is our objective to be in compliance with the Colorado Water Quality Control Act and the Federal Water Pollution Control Act so that State staff is informed of those activities and has a high confidence level that appropriate actions are being taken in regard to revegetation, dust control, erosion and other storm water issues. The Federal land use approvals necessary for these actions to take place are contained in various USFS Records of Decision (ROD), based on several Environmental Impact Statements (EIS) and Environmental Assessments (EA) for various NEPA reviews ASC's 4 mountains. The decision incorporated all the mitigation and monitoring requirements in these documents and they will be adhered to in regard to the construction activities covered by the ROD. The Forest Service has committed to a high level of review by its staff to ensure that all mitigation measures will be performed to the highest standards. An additional Forest Service employee, cooperatively funded by USFS and Aspen Skiing Company, will be overseeing constr·uction activities. In addition, the requirements from the USFS will be overseen by a full-time Aspen Skiing Company representative, the Summer Construction and Trails Supervisor on each mountain, whose responsibility it is to ensure that all activities are in compliance with all measures represented within this permit application. Construction Activities Continuous and ongoing construction activity and main ground disturbing activities include snowmaking pipe installation, lift installation, pond construction, critical trail grading, facilities, trail maintenance, and trail construction. Sequencing of Prolects Projects that involve ground disturbing activities will be sequenced iii the following manner: 1 ) identify project and area of ground disturbance, 2) establish project in the mountain specific Summer Construction Plan, 3) identify site specific Stormwater Management BMP's, 4) install all structural sediment controls, 5) grub and clear the site of surface vegetation, strip topsoiI if available for replacement, 6) conduct/complete grading activities, 7) iiistall topsoil and/or conduct final surface preparation activities, 8) apply seed and fertilizer at the prescribed quantities, 9) install and crimp mulch as necessary, 10) imigate as necessary to achieve satisfactory growth. Total Site Area The Aspen Skiing Company is a permittee under a Special Use Permit by the US Forest Service for the following acreage at each mountain. These areas are primarily used for winter recreation, downhill skiing/snowboarding, and a variety of summer activities. * Snowmass Mountain - 5,400 acres * Aspen Mountain - 1,250 acres * Aspen Highlands- 1,560 acres * Buttermilk Mountain - 950 acres Area of Disturbance The specific amount of ground disturbance will vary each construction season on each mountain. Soils Description Soils descriptions are included in the Natural Resource Management Plan, specific to each mountain, which describe and map the soil units at the specific sites and assess the erosion potential and limitations. Vegetation Description Vegetation on the mountains is classified into ten different groups; alpine, mixed conifer, lodge pole pine, aspen, natural grasslands, man-made openings, shrubs, riparians, open water, talus/non vegetated. Receiving Waters The receiving waters for Snowmass Mountain are East Snowmass Creek, Snowmass Creek, East and West Fork Brush Creek, Spring Creek, and they all flow into the Roaring Fork River. The receiving waters for Buttermilk Mountain is Maroon Creek which is also flows into the Roaring River. The Roaring Fork River is a tributary to the Colorado River. BEST MANAGEMENT PRACTICES (BMP) The Aspen Skiing Company Erosion Control Plan is based on the Colorado Department of Transportation (CDOT) Stormwater Management Plan and is designed to protect the natural resources in the project areas. The plan consists of, for the most part, two measures. The first is the use o f erosion and sediment control devices/practice during construction activities. The second control measure is an aggressive revegetation program described in the Revegetation Plan. Seeding and mulching will r be enacted within ten days after the completion of the soil disturbing or construction activity. The specific erosion control measures are detailed on the CDOT SMP.. Other erosion control measures will be used throughout the area as needed. One specific measure is water bars. They will be installed at appropriate intervals along cleared ski slopes and roads to limit distance that sheet runoff can flow unchecked. The water bars will divert runoff into the adjacent uncleared forest whenever possible. Where appropriate, energy dissipating structures I i.c., rock, hay bales, or slash piles will be installed to prevent erosion in the forested areas receiving the diverted slope runoff. The U.S. Forest Service assists in the designation of additional control measures, if any are needed. These measures may include, but are not limited to silt fencing, sediment basins, check dams. berms, mulching. revegetation, or natural materials will be used to decrease energy and reiiiove silt. A checklist of construction activities with the associated control measures follows. Ski Trail Road Lift Snow Ski Trail Road Construction Constructio Construction Making Construction Construction n Sediment 00 100 100 100 100 Basins I ' 1 Check Dams 00 00 00 00 00 Filter Barriers 00 XX XX XX 00 Diversion Ditch 00 XX XX XX XX Berms 00 00 XX 00 00 Revegetation Xx xx XX XX XX Mulching 00 00 00 00 00 Sodding 00 00 00 00 00 Other :00 too 00 100 too legend: XX- required with project where appropriate 00- Optional as needed where appropriate FINAL STABILIZATION / LONG-TERM STORM WATER MANAGEMENT Revegetation The following ASC Revege:ation Plan is designed to satisfy the requirements of the U.S. Forest Service and the Aspen Skiing Company. ASC has a long history of successful revegetation efforts. The knowledge learned over the years on site will be applied to all aspects of this project. Revegetation ofthe disturbed sites will have four primary goals: (1) prevent soil loss and siltation of drainages as a result of removing forest cover: (2) establish vegetation that is compatible with existing native vegetation in appearance. composition. and permanence; (3) creating habitat that will support use by native wildlife; and (4) to provide quality skiing terrain. These goals will be accomplished by planting native grasses or species adapted to the area and using mulch to reduce soil loss and enhance the establishment ofseeding. Iii areas with steep skwes and shallow or erodible soils, much will be used in combination with an erosion control mat or netting to provide further protection of soils and seedlings. Follow-up measures, such as additional seeding and/or fertilization. will be applied as needed. The native seed mixes listed below have been selected to provide visual diversity, prevention of soil erosion and ensure that a variety of feed materials are available throughout the growing season. All supplied seed will be free of noxious weed seeds. A signed statement certifying that the seed furnished is from a lot that has been tested will be made available. Seed which has become wet. moldy or otherwise damaged in transit or in storage will not be used. Dut-ing the process of clearing sites, both rubber-tired and tracked equipment will be used on slopes of 30 percent or less. On steeper slopes, only tracked equipment will be used. Damaged areas will be regraded to appropriate smoothness and patched with soil material. if necessary. Seed bed preparation will consist of leaving a rough, irregular soil surface. This will include removing large rocks. Regardless of the mix of seed used. seed will be planted by broadcasting or drill seeding within ten days after soil disturbing activity has ended. Toward the end of the construction season all areas will be evaluated and additional revegetation measures will be implemented as needed. Planting during early fall will allow the seed to be fully moistened and worked into the soil by natural processes prior to germination in the spring, for sonic species, over wintering enhances germination by weakening the seed coat. Seeding rates will vary because of seed size, method of seeding and site requireinents. Seeding rates of 50 to 250 seeds per square foot, depending on seed size, will be used on most sites, Available plant nutrients are a necessity for any aggressive revegetation progrant that restores and maintains soil productivity resulting in healthy, vigorous vegetation. Generally, all vegetation responds favorably to the addition of nitrogen and phosphorous fertilizers. A mixture of 20-20-10 or Biosol will be used as a supplement to assist revegetation. An application rate of 50 to 250 seeds per square foot. followed by a second application of equal amount later in the growing season or the following growing season has been demonstrated to be most effective and efficient. Following seeding, slopes with a steepness less than 2: 1 will be mulched with approximately 1,500 pounds per acre of straw. Tliis straw or hay will provide the cover needed while still allowing sunlight to penetrate the mulch, warming the soil and enhancing plant growth. Application is done either by hand placing or mechanically blowing the mulch. The straw will be crimped into the soil and, in areas subject to wind erosion, they may be anchored with a tackifier. Areas with a steepness grea:er than 2:1 will be further stabilized by using plastic netting or mat. Based on the specific mitigation and monitoring plan set forth the USFS Aspen District Ranger and Forest Service personnel, Aspen Skiing Coinpany will be conducting evaluations to ensure quality resource protection. A standard of 70 percent ground cover after the second growing season or the amount equal to the adjoining undisturbed areas, if less than 70 percent will be used to determine reapplication. modification. or fertilization. The Forest Service will also monitor ASC's compliance with the :evegetation specifications contained in the annual Summer Construction Plan. The Summer Trails Director for each mountain, will be responsible for ensuring revegetation for this pi·oject is successful. Reclamation Areas that will be reclaimed are building sites. structure placements, and land forms that will be moved, replaced. or abandoned. Reclamation will consist ofininor disturbances from grading the previously developed areas into the natural contours and revegetating. These areas will be reclaimed as the construction schedule allows or requires. Appropriate and revegetation will occur within ten days after construction activities on site have been completed. OTHER CONTROLS Fullitive Dust Control Plan Construction Activities This plan addresses dust control during and after earthmoving activities. Preventive measures applied during construction are more economical and effective than corrective measures. DUST CONTROL FOR UNPAVED ROADS ON SITE Chemical Stabilizers On unpaved roads on areas where traffic is heavy, approved chemical stabilizers, such as magnesium chloride. will be used. Speed Control Speeds shall be limited to a 15-mph maximum on mountain roads and 5 mph near residential dwellings. Road Surface The surface of the existing roads is comprised of rock. a combination of compacted soil, and gravel. Maintenance of roads is accomplished with gravel, grading and application of water/chemicals when necessary. Other Low permeability fences will be used in area where wind erosion or additional dust control measures are needed. Low penneability fences will be installed near the base area where the road passes by private homes. DUST CONTROL FOR DISTURBED SURFACE AREAS Watering Areas to be disturbed shall be watered on an ongoing basis. Chemical Stabilizers Chemical stabilizers will not be used on graded areas where future revegetation is required. Speed Control Speeds shall be limited to a 15 mph maximum on mountain roads and project sites. Minimiziniz Disturbed Area Areas of disturbance will be minimized. Revegetation of disturbed areas will occur as soon as possible after disturbance occurs. Due to construction sequencing ofactivities, all of the disturbed sites will not be exposed at the same time. Furrons Due to the nature of wind above 9,000 feet. the use of furrows has little value. Compaction Soils will be managed to prevent accumulations of loose dirt. Wind Breaks Low permeability fences will be used in area where wind erosion or additional dust control measures are needed. Steep Slope Covering The steep slopes on the project ( road cuts, ski trails) will be revegetated (seeded and mulched) within ten days of final grading. Netting will be used on sites requiring additional measures to hold the mulch in place. PREVENTION OF MUD AND DIRT CARRY OUT INTO PAVED SURFACES Prevention Gravel transition zones will be established between mountain roads and paved public roads. Cleanup of paved area Cleanup of carry out will be accomplished by washing down the pavement as needed. The gravel transition zones will be maintained to ensure proper performance. OTHER PROVISIONS Helicopter Staging Area Helicopter staging areas will be watered whenever necessary to prevent excessive dust. INSPECTION AND MAINTENANCE Record Keeping A number of supervisors will keep a log book of all dust control, erosion control and revegetation measures taken during the course of the project, and shall make this log book available for inspection by appropriate personnel as requested. Documentation of the construction activities will be bi monthly noting the amount and type of disturbance, location. and protective measures. Any activity that violates the standards will be reported within 30 days to the CDH and modifications to prevent further degradation shall be enacted immediately. 01032015?44 521=S+21*2.14.-7.5 --7*$»ad,AN<fu3•er« f · . 06/Zik,•-AW fi 4 3/ 4 1:,A. 14% *9-7-. U.: . 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' 4 ,Aa•..f' .. 7 Ccmmunity G#¥depment 'F 19#31'.0 e, 2 =0 .:C g '22 8 Rg 1.0*EEl CD rn 6 : 91/M D .mA t-X InspCList.rpt 2, 9/23)2015 7:59:08AM Inspection Check List PITKIN COUNTY Page: 10 Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for September 23, 2015 Permit No: 0042.2015.PRBU Type:120 INSPECT FOOTINGS Time: 08:00 Notes:call ahead u re . c * 41 f l//3A-Al et 0 h/9 1 Inspection Results*/ 1 - Accepted l/2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments:i P 1-2.Ar Rri>!14?.0 ¢9,0 4%Milt.<311-tr-cr 7 /* <-472) 1 - 7 iblet-yw;t-,23 91-3'vA fatik rod; 14· r jz>£721 0 '41 .1 jDate %/23/30/fSignature of Applicant gl (3;I0tte5 Date C/2/3/ 1 5-Signature of Inspectdf',..r4:-====:, Address Contact Name:Joe 800 ASPEN MOUNTAIN SL @b.kine.p I A /1 Print Name . /25-bOAM fAOLO Print Name dAM FNE]«50»1 Contact #(970) 309-1641 Contractor:ASPEN SKIING COMPANY/PETER HOF Owner:ASPEN SKIING COMPANY Page: 10 1List.ret '15 8:34:50AM Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for September 24, 2015 Permit No: 0042.2015.PRBU Type:124 INSPECT WALL Time: 08:00 Notes: call ahead to verify work is ready Inspection Results: 1 - Accepted 2 -Accepted as Noted 3 - Rejecteci 4 - Partial/Not Complete Rejnspection Fee $ / Comments: 1 5DA/0-ru 036-- 9(0.-0, Pip 4116- Rb-(b % CF- 5'brd-DTF.'66/ 8-L€*.·--«66- »4 8 62-« 04 W I L L VayE ·- i B 4 CE€) UN-/O /AC 45-9 Lf"»1(73 Date Cm.ah,rn nf Ar,r,Ii/.1+ Date AL-*7_ _elgrialiuic ul nppllual 11 Z, Signature of Inspector liqss Cor Print Name Print Na'86\-1 AlJ Ad,itact Name: joe Contact #(970) 309-1641 800 ASPEN MOUNTAIN SU Contractor:ASPEN SKIING COMPANY/PETER HOF Owner:ASPEN SKIING COMPANY LiCList.rpt 2.015 8:20:25AM Inspection Check List PITKIN COUNTY Page: 6 Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for October 27, 2015 Permit No: 0042.2015.PRBU Type:128 INSPECT ROUGH FRAMING Time: 08:00 Notes:call ahead trades???? none listed Inspection Results: 1 - Accepted 2 - Accepted as Noted 3 - Rejected /4 - Partial/Not Complete L- Reinspection Fee $ Comments: 8 n /9 A - : 41 12.11 AA AA,unr.02,6/ FEA C. L./L U - i i (tuf 01 L Date ignature of App EL# 4 Print Name =1r Date/0 -27 --/i Signature of Insg .UL Print Nam€O 4 r Address Contact.tTb bud Coniact #(970) 274-0737 800 ASPEN MOUNTAIN SL Contractor:ASPEN SKIING COMPANY/PETER HOP Owner:ASPEN SKIING COMPANY Page. 6 inseCList.rpt 10/28/2015 7:50:03AM Inspection Check List PITKIN COUNTY Page: 9 Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for October 28, 2015 Permit No: 0042 2015 PRBU Type:128 INSPECT ROUGH FRAMING Time: 08.00 Notes: inspection Results: 1 - Accepted 2 - Accepted as Noted 3 - Rejected 44 Partjaf?Not Complete 1,-'0' Reinspection Fee $ Comments:¢11| bolt ¥77% f¥il,wi IrDCk - -922 nEL -2 (An, ik.AU- i: >cl.( lY·CqD •tY-29(Gron -10 co-,ru? 44)rn €.A;.c.22.¥- 9/2£0 0,!v' , e,·d,r- appilb:dlhn Type:134 INSPECTCLASSAROOF Time: 08:00 Notes: Fire Resistive Roof Coverings Inspection Results: 1 - Accepted \,/2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ . 1Comments: . ;C AA. 9. 1.-ic LE Ank)ltit, 33 2(n M 2-3 All. 5'£6?/ -- li.pit ·Forop24.' TE##* u te- /0. 49195 Cji (2;rer /44 i ,Date i 15 Signature of Applicant Print Name » 66 0 L f63£.incl.J Date 1(Yze/'15- Signature of Inspector - c.tll /1 Uth--. - /1\P, Print Name \1*1 lae.5/1 i Address Contact Name:Bud Norris 800 ASPEN MOUNTAIN SU Contractor:ASPEN SKIING COMPANY/PETER HOF Owner: Contact # ASPEN SKIING COMPANY (970) 274-0737 Page. 9 InseCList.ret 10,28/2015 7:50:03AM Inspection Check List PITKIN COUNTY Page: 10 Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for October 28, 2015 Permit No: 0042.2015 PRBU Type:135 INSPECT SHEAR WALL Time: 08:00 Notes:Shear Wall - Ext /Int. Inspection Results: -, I .1 1 - Accepted 2 - Accepted as Noted 1 3 -Rejected 0 - P%*Mot Complete Reinspection Fee $ . 4-1 0 -r at A> A 40 2 C f\A.2 -pf.*A_Comments: ,/:-41 1,4>1.;f- Vc·orf -/17in ,I :frvt *24# 1.'4.. ·rb 3,1,ti-34£5 .V'/14'Y'd ->00h,1-htit'l·'-r¥h - V u 1, 064'h NiA ' I r 1/1 r , -r.vr-3, ., C C,1* - 62<40 14£Pt}Date ib I 5 Signature of Applicant ./Print Name Date (Cfz.:i(Ilf Signature of Inspector CE) AR--91 L- , Print Name .AAN 'f*1-11 Address Contact Name:Bud Norris Contact #(970) 274-0737 800 ASPEN MOUNTAIN SL Contractor:ASPEN SKIING COMPANY/PETER HOF Owner:ASPEN SKIING COMPANY Page: 10 InsaCList.ret 11/4/2015 8:45:53AM Inspection Check List Pll KIN COUNTY Page: 5 Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for November 04, 2015 Permit No: 0042.2015.PRBU Type:128 INSPECT ROUGH FRAMING Time: 08.00 Notes:ron ind 44,#. about- tuarg DeT card kolde# Inspection Results: 1 - Accepted · /2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 4-32,40 k-\42\A '10 <4 C o..TNovrlog A 5601-0/ 41-,hrfLI r-+1li'-V) Type:523 INSPECT INSULATION Time: 08.00 Notes: Inspection Results: 1 - Accepted '= 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments:trclcul \N7-1-15 -- L '1:3612(1.'te(yl fk6*-1 ' p-30 r:Ag, 12 21 5.7445 3-39 f 1 Joy- It818 1 49 El 'is"ureof Applicar -2U,--7- i print Name'Joll,-5 6 (=2 z er VDatet!.4-15 Signature of Inspect Print Name .*4 TATW*94 Address Contact Name:@w#Norns- ca,\\ ahead Contact #4996*2-71 0737- 800 ASPEN MOUNTAIN SL \jo h V\15€eger-410 -(018 - £0174 Contractor:ASPEN SKIING COMPANY/PETER HOF Owner:ASPEN SKIING COMPANY Page: 5