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HomeMy WebLinkAboutPitkin.EH.264335200003 ()I j1'KIN COUNT ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0022.2016.POWT Parcel ID #: 2643-352-00-003 Permit Issued: ®NEW REPAIR REMODEL/ADDITION TANK ONLY FIELD ONLY AMENDMENT Owner(s): Liba Dann Property Address: Legal Description: Size of Lot: 7.82 i7P of Ridlriinn, 129 White Horse Springs Rd Lot .4, Block 2, Whitehorse Springs Acres 1348 ft2 Sq. Ft. Detached Accessory Unit: Size of Accessory This system is designed to serve a 2 bedroom residence. Designed By: Phone #: Fax #: All Service Septic 970-309-5259 Perc Rate: .6 LTAR Minimum Tank Capacity: Project #: Mailing Address: Email Address: Profile Hole Depth: 7' 1000 qallons YES [-]NO Sq. Ft. C1086 Dated: 7112116 33 Four Wheel Drive Road Carla.Ostberg@gmail.com Depth to Groundwater or 7' Minimum Absorption 350 ft2 Parmit Cnn( itinns: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This system will consist of a 1000 gallon, 2 compartment tank with an effluent filter in the outlet tee. Tank risers must be accessible from grade. The tnak will gravity flow effluent to a distribution box to equally split flows to 2 gravelless chamber trenches. Trenches will be 15 chambers long, 60' total. Trenches must be separated by at least 6' of undisturbed soil and observation ports must be installed at the ends of each trench. Construction must occur completely within the activity envelope. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to thisDepartmentwithin30daysofthe final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, inaccordancewiththemanufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance ofthispermit does not imply compliance with Pitkin County building and/ or land use regulations, nor guarantee issuance of building and/ or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are conslaerea sausracwry. rel 1111tltllul 1 1,1 hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTSRegulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Date: Expires: Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: F] FeepWd OII ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) EH/ NRCONSTRUCTION PERMIT APPLICATION 76 Service Center Rd • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.pltkinassessor.ora): 4006 g _ 00 _ 3 Purpose of Permit: NEW REPAIR DUE TO FAILURE REMODEL/ADDITION TANK ONLY FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Fax Number:*7 Property Address: I Lot: Block: Filing: Property Owner(s)'W &IIL ie"N Email Address: Owner's Mailing Address: ) i1r i t i Home Phone: -- A20-1 j Business Phone: q eq v4V 1, fq Contact information must be provided for the owner signing this application. Pr act Pan/@"cFer): d2 4-Cgppany: Contact/A0ic rt Mess: 1 j Z— l vr W!/ CellCell Phone: Business Phone: Fax Number:*7 Qw` ` -M Building Permit # (if applicable): Lot Size on acres): "')• ,r Size of Building (square feet): ( r Number of Potential Bedrooms: Detached Accessory Unit? yES NO Size o Unit squar feet Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: PRIVATE WELL SURFACE WATER SPRING COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable):gf M0456 S En ineepng F r Address: t G Job Num I Phone m e W Fax Number: Mailing( City, s o PLEASE READ BEFORE SIGNING: certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. ALL33 For Wheel Drive Rd Carbondale, CO 81623 i 970-309.5259 July 12, 2016 Rob Sinclair rob(aD_rgsarchitecture.com Subsurface Investigation and Onsite Wastewater Treatment System Design 1 -Bedroom Cottage 129 White Horse Springs Lane Pitkin County, Colorado Project No. C1086 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 7.82 -acre property is located outside of Aspen, in an area where OWTSs are necessary. The legal description of the property is Lot 4, Block 2, White Horse Springs Subdivision. SITE CONDITIONS A single-family residence presently exists on the subject property and is served by an existing OWTS, documented by Pitkin County Individual Sewage Disposal System Permit 03030. A 1 -bedroom cottage is proposed. The property is served by White Horse Springs water system. No water line will be located within 25 -feet of any OWTS component. The proposed soil treatment area (STA) slopes to the west toward the Roaring Fork River at approximately 10-15%. The proposed area is covered with native grasses and vegetation. SUBSURFACE The subsurface was investigated on July 12, 2016 by digging two soil profile test pit excavations (Test Pits). A mini -excavator was used to excavate the test pits. Visual and tactile soil analysis was completed by Carla Ostberg at the tinge of excavation.' The materials encountered in Test Pit #1 consisted of medium brown loam to sandy loam to a maximum depth explored of 7.0 -feet. Cobbles ranging from 2 to 6 -inches were present, with some larger boulders. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were consistent with those in Test Pit #1. The Test Pit was explored to a maximum depth of 7.0 -feet. No bedrock or groundwater was encountered. Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 A tactile analysis was performed on a sample of the soil taken from Test Pit #1 at 3 -feet below grade. The soil formed a ball and a ribbon less than 1 -inch in length before breaking. Soil structure shape was blocky, soil structure grade was moderate, and consistence was friable. The texture of the soil was slightly more gritty than smooth. A tactile analysis was performed on a sample of the soil taken from Test Pit #2 at 2 -feet below grade. The soil formed a ball and a ribbon less than 1 -inch in length before breaking. Soil structure shape was blocky, soil structure grade was moderate, and consistence was friable. The texture of the soil was both gritty and smooth. We have classified this soil as Sandy Loam to Loam, Soil Type 2. A long term acceptance rate (LTAR) of 0. 6 gallons per square foot will be used to design the OWTS, in accordance with Pitkin County OWTS Regulation, Table 6.28-7. Test Pit #1 Pit Page 3 Test Pit #2 Sieved sample Consistent soils / very few cobbles Backfill Sieved sample Test Pit Sidewall DESIGN SPECIFICATIONS Page 4 The OWTS design is based on 2-bedroomsm, per minimum sizing requirement outlined in the Pitkin County OWTS Regulation. A design flow of 300 GPD will be used. Desiqn Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 2 bedrooms = 300 GPD LTAR = 0.6 GPD/SF 300 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 350 SF 350 SF / 12 SF/ chamber = min. 30 `Quick 4' InfiltratorO chambers The installation must include a 1000 -gallon, two-compartment concrete septic tank with an Orenco@ Biotube effluent filter on the outlet tee. Effluent will gravity flow to a distribution box, which must be accessible from grade. Flow equalizers or similar product must be placed on each outlet to assure equal distribution to thE: trenches. Effluent will be distributed to two gravelless chamber trenches, each with 15 Quick 4' Infiltrator@ chambers for a total of 30 chambers and 360 square feet of infiltrative area. Trenches must be separated by a minimum of 6 -feet of undisturbed soil. Inspection ports must be installed at the beginning and end of each trench. These ports may be cut to grade and covered with a sprinkler box for access. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. Page 5 REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STA. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into thEs OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. Page 6 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. 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Top . 200 Clear A ' I View 11 (Big Hole Lid & Riser) IIIcrII 77II . Section View Rubber slant Digging Specs Invert Dimensions 11 Long x T Wide Inlet Outlet € Length Width Height Meets ASTM C-1227 Spec 56• below inlet invert 56• 53• 111• 60' 88• Including C-1644-06 for resilient - -- connectors Net Capacity 6000 psi concrete Inlet Side Outlet Side Total Delivered complete with internal piping 687 gallons 323 gallons 1,010 gallons PVC, poly or concrete risers available W _______ __ ___ ___.__...__ Option of pump or siphon installed Netweignt Lid Tank Total 2,620 The 9,380 The 12,000 The Wer & (719) 3954764 28005 Co. Fid. 317 Wastewater P.O. Bax 925 VALLEY • systems Fax: (719) 395-3727 C081211 0 • Products Webske: www.valleyprecast.comPRWAST9Inc. • Service Elmail: fronWesk@valleyprecaSLcom Residential Biotube' Effluent Filters Applications Our patented* 4 -in. (100 -mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. 4 -in. (100 -mm) Biotube Effluent Filter 4 -in. (100 -mm) Biotube Jr. 4 -in. Biotube cartridge avail- able separately as Insert Filter) 8 -in. (200 -mm) Base Inlet Filter 4 -in. (100 -mm) Insert Filter A Orenco's superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4 -in. (100 -mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4 -in. (100 -mm) Biotubejr, at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low pro file tanks, there's the Base Inlet Filter. Covered by patent numbers 5,492,635 and 4,439,323 To Order Call your nearest Orenco Systems', Inc. distributor. For nearest distribu- tor, call Orenco at 800- 348-9843 or go to www.orenco.com and click on Distributor Locator." APS -FT -1 Rev. 3.4 ©11/10 Orenco Systems®, Inc. Standard Features & Benefits Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal Optional Features & Benefits Alarm available, to signal the need for cleaning Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time Custom and commercial sizes available Easy to clean by simply hosing off whenever the tank needs pumping Removes about two-thirds of sus- pended solids, on average, extending drainfield life Corrosion -proof construction, to ensure long life Lifetime warranty Biotube Filtering Process Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluentthen enters the annular space between the housing and the Biotubes, utilizing the Biotubes' entire surface for filtering. Particles larger than the Biotube's mesh are prevented from leaving the tank. Orenco Systems Incorporated Glidnging the Way the World Does Wzshnvater"` www.orenco.com Nomenclatures 4-1n. Biotube Filter (standard) FT 04- Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard Housing height: 36" and 44" are standard Filter diameter (inches) W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe Blank = 1 /8" filtration P = 1/16" filtration Biotube effluent filter series 8 -in. Biotube Filter (base inlet model) FT 0822-14 BC] I Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate` Base inlet model Cartridge height: 14" standard Housing height: 22" standard Filter diameter (inches) 08 = 8" Blank = 1/8" filtration P = 1/16" filtration Biotube effluent filter series Also available with coupling and sleeve as a "kit': FT-OVERFLOWKIT 4 -in. Biotube Jr. (includes cartridge and housing) FT J 04 18 = Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filter diameter (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Blank = 1/8" filtration P = 1/16" filtration I Junior series Biotube effluent filter series 4 -in. Biotube Filter Insert (cartridge only) FTi 0418- _1 tI For customized options (e.g., NC indicates North Carolina regions) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Cartridge height (inches) Filter diameter (inches) Blank = 1/8" filtration P = 1/16" filtration I Insert Biotube effluent filter series 4 -in. Biotube Effluent Filter Jible is St op s Air e° Soli Filte. Distributed By: 4 -in. Biotube Jr. Concrete Distribution Box Item # DBox 8C (1 inlet, 7 outlets) & Riser Top View Section View 1 End View Riser Section 28" 15" 12" Side View End View 1 6 d A 15" $ a rA 4 28' C d 46 72" Lid View I 6000 PSI Concrete 7 Outlet equal flow Slide -in Baffle 4" Pipe penetration ports Connectors cast into the box 12" Riser available Weight: D -Box with Baffle - 200 lbs D -Box Lid - 75 lbs D -Box Riser -140 lbs Wafer & (719) 3956764 28005 Co. lid 317 Wastewater P.O. Box925 Systems Feac BueneVists, C481211 VALLEY . Products Www1be19www.va comPMCA"t Inc. • Service Email: frontdesk&ll onm Q L_ J W W W ' J J W C/) E U LO M r J J ry W F - Q INFILTRATOR water technologies The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36 -inch -wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection TM which permits turns up to 15 -degrees, right or left. It is also available in four -foot lengths to provide optimal installation flexibility. The Quick4 Plus All -in -Ore 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength Quick4 Plus StandardChamber Specifications Size 34"W x 53"L x 12"H 864 mm x 1346 mm x 305 mm) Effective Length 48" (1219 mm) Louver Height 8" (203 mm) Storage Capacity 47 gal (178 Q Invert Height 0.6" (15 mm), 5.3" (135 rrm), 8.0" (203 mm), 12.7" (323 mm) APPROVEDin PL U<. CHAMBER SYS7FM6 The Quick4° Plus Standard Chamber Quick4 Plus Standard Chamber Benefits: Two center structural columns offer increased stability and superior strength Advanced contouring connections Latching mechanism allows for quick installation Four -foot chamber lengths are easy to handle and install Supports wheel loads of 16,000 lbs/axle with 12" of cover Quick4 Plus All -in -One 12 Endcap Benefits: May be used at the end of chamber row for an inlet/outlet or can be installed mid -trench Mid -trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows Center -feed connection allows for easy installation of serial distribution systems Pipe connection options include sides, ends or top Quick4 Plus All -in -One Periscope Benefits: Allows for raised invert installations 1800 directional inletting 12" raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical / \ Officials (IAPMO) UiCkPlus* Series Quick4 Plus Standard Chamber Z7N11'2 34" Quick4 Plus All -in -One 12 Elndcap QaicAlf F`US CHAMBER S67FAIS PRESSURIZED PIPE DRILL 4TIONS FRONT VIEW Quick4 Plus All -in -One Periscope UICK4 PLUSQONEPERISCOPE io 48" EFFECTIVE LENGTH SIDE VIEW RT INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of 4Business Park Road states and counties have different warranty requirements. Any purchaser of Units should contact P.O. Box 768 Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to Old Saybrook, CT 06475 obtain a copy of the applicable warranty, and should carefully read that warranty prior to the N F I LT R AT O R' 16800-220 00 4436 Fax 860-577-7001 purchase of Units. water technologies www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra -Rib is a trademark of IPEX Inc. 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. PLUS05 0713 t Contact• • •.ies' Technical Services Department for:11 LIM WHITE HORSE SPRINGS WATER AND SANITATION DISTRICT POST OFFICE BOX 808 ASPEN COLORADO 81612 TO PITKIN COUNTY ENVIRONMENTAL HEALTH DEPT. This letter is to verify that the water district has sufficient water supply for Fire and Domestic use to provide water to 0125 White Horse Lane, lot 4 and block 2 site owner Liba Icahn. Also there is a 8 inch water main running through the south side of this lot. If any question please contact Ron Ferguson Water District Superintendent and operator in charge, at 618-1323 at Janice 0X... Voaz Caudill, PitkinSCounty, 5CO1PLPTAM, SK 0113 PG $ 51. 00 ZI9I8 0CNrd0'I00 `UKn0 M'-"Wd L l VIci 3J -IS CjNV 'Jd0rI3AN3 3 5 5 3 0 3 Z o Q `V 10 N g g I I/VI Lid NH` :)l C13CINI V .LS'II 3 1 I3QIS3 I 31`d lI i3 U i F Cd b ZUZ Oy.. r8u. W6' O w,_ w WE . 4wj2 e 3 sn as zd mm TFN QE pm.. mzd o SO 3 p2 F_W-m NEO WOm 8 00O 2w < rz'zoF W 2WWmm UWW 0z°Q r o zOui. Nm gZ. No quo 2g oa. iz YZ.. FS ZON( 0Ow ¢ j UWS- Q O 2 9 k' o O w wUz w ? 2 UW o a FNtW 9 AFFF. Ui OLLLL rum am W WO yW^nySi oW, 33 A°a a m° 3zirciz zzWWWWW z - ffl Fi iW FdF¢N¢ OFWU a= W+• e I N V •! o ZV7d.! 1 I l z U v a OI 1 Z g Q N J z O O I 1 U) i V Vz z zo z a0 O Z LIM 79$0', S( b b N OR zz mgarc II U F Cd b ZUZ Oy.. r8u. W6' O w,_ w WE . 4wj2 e 3 sn as zd mm TFN QE pm.. mzd o SO 3 p2 F_W-m NEO WOm 8 00O 2w < rz'zoF W 2WWmm UWW 0z°Q r o zOui. Nm gZ. No quo 2g oa. iz YZ.. FS ZON( 0Ow ¢ j UWS- Q O 2 9 k' o O w wUz w ? 2 UW o a FNtW 9 AFFF. Ui OLLLL rum am W WO yW^nySi oW, 33 A°a a m° 3zirciz zzWWWWW z - ffl Fi iW FdF¢N¢ OFWU pm— T z S" oOn, c :in # rui W eS 2rcgrtg3° g. - O -M H&A K w0 ERQ * 8 ; n . p°p U I. a Q d = Z< om t E § mwa- FQ"( zk iW z i of g o.N2°aa fi.3 ° apw oQ.o a H. eau i s a I ' g` e 1b I'M w oO ww '' uaWR emoeoFn og5L , r 'lI 3 ww'mw 1-H am z " Yo x rcoig 3 30: W.mu a= W+• e N V •! o ZV7d.! R. z U v a O Qv Z g Q N O J z O OU) CL U Vz z zo z a0 O Z pm— T z S" oOn, c :in # rui W eS 2rcgrtg3° g. - O -M H&A K w0 ERQ * 8 ; n . p°p U I. a Q d = Z< om t E § mwa- FQ"( zk iW z i of g o.N2°aa fi.3 ° apw oQ.o a H. eau i s a I ' g` e 1b I'M w oO ww '' uaWR emoeoFn og5L , r 'lI 3 ww'mw 1-H am z " Yo x rcoig 3 30: W.mu RECEPTION#: 624617, 11/04/2015 at 01:38:48 PM, 1 OF 2, R $0.00 Doc Code ADMIN LIM DECISION Janice K. Vos Caudill, Pitkin County, CO ADMINISTRATIVE DECISION OF TIM PITKIN COUNTY, COLORADO COMMUNITY DEVELOPMENT DIRECTOR GRANTING APPROVAL FOR THE LIRA ICAHN TRUST LLC MINOR AMENDMENT TO A DEVELOPMENT PERMIT Administrative Decision No. —t C -2015 RECITALS 1. Liba Icahn Trust, LLC (hereafter referred to as "Applicant") has applied to Pitkin County Community Development Director ("Director'') for a Minor Amendment to a Development Permit to amend the approved location of a detached Caretaker Dwelling Unit (CDU). The proposed new location is approximately 50' to the southwest from the previously approved location. 2. The Lot is located at 125 White Horse Springs Road. Legal Description: Lot 4, Block 2, White Horse Subdivision. 3. The subject parcel is located off White Horse Spring Road and is visible from McLain Flats Road. The Lot is currently developed with an 11,674 square foot single family residence that was constructed in 2005. A previous 1041 Hazard Review was granted in 1999. Most recently, the Lot was approved to constrict a detached CDU and apply a Transferrable Development Right (TDR) pursuant to Hearing Officer Determination No. 8-2015, with the Site Plan recorded at Book 109 PG 84. The Lot is within the non-BOCC approved White Horse Springs Subdivision. 4. The Applicant has provided a letter from the White Horse Spring Water and Sanitation District stating that there is sufficient water supply for the CDU. 5. The Director finds that the proposal to amend the approved Site Plan is in accordance with the previous approvals and will not violate any Land Use Code standard or requirement. The Director further finds that the proposal will not violate any other standard located in Section 2-20-150(b) and the amendment request can be approved. 'rhe proposed new location for the CDU will not obstruct a ridgeline as viewed from McLain Flats Road and will not have any additional scenic impact. APPROVED by the Director, subject to the following conditions: 1. The Applicant shall adhere to all material representations made in the current or prior applications or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. 2. Prior to submission of any future permit applications, the Applicant shall be required to submit for approval by the County Attorney and Community Development an amended Site Plan in accordance with Land Use Code Section 2-30-20(g) and Application Manual Section 2.1.12. The above referenced approvals shall be a condition precedent to finalization and recordation. Administrative Decision No. !ate_ 2015 Page I of 2 3, Administrative Decision No. 8-2015 shall remain in full force and effect. 4, Failure to comply with the conditions of this approval may result in revocation of this approval, or any subsequent permit(s) or approval(s) related to this property, or vested rights associated with this property. APPROVt'D AND ADOPTED this ay or QJ. 2015. APPROVED AS TO CONTENT: IX'I A f 0 —` t indy Houben, Community Development Director PaicelID#:264335200003 Case #P078-15 Administrative Decision No. 2015 Page 2 of 2 INS RECEPTION#: 618497,03/2612015 at i r 04:25:07 PM, LI 1 OF 7, R $0.00 Doc Code DETERMINATION Janice K. Vos Caudill, Pitkin County, CO DETERMINATION OF THE HEARING OFFICER OF THE COMMUNITY DEVELOPMENT DEPARTMENT OF PITS IN COUNTY, COLORADO, APPROVING THE LIBA ICAHN TRUST, LLC ACTIVITY ENVELOPE AND SITE PLAN REVIEW, SPECIAL REVIEW FOR A TDR RECEIVER SITE, AND SPECIAL REVIEW FOR A DETACHED CDU Hearing Officer Determination No. _8_-2014 RECITALS The Liba Icahn Tnist, LLC ("Applicant").has applied to the Pitkin County Hearing Officer C Hearing Officer") for Activity Envelope Review, Site Plan Review, Special Review for a detached Caretaker Dwelling Unit (CDU), and Special Review for a Transferrable Development Right (TDR) Receiver Site for development above the existing 11,674 square feet, up to 14,174 square -feet of floor area. The purpose of the request is to construct a detached CDU souih of the main residence and enclose a covered porch. The Lot is located at 125 White Horse Springs Road. Lot 4, Block 2, White Horse Subdivision. Legal Description, Attachment A. 2. The subject parcel is located off White Horse Spring Road and is visible from McLain Flats Road: The Lot is currently developed with an 11,674 square foot single family residence that was constructed in 2005. A previous 1041 Hazard Review was granted in 1999. The Lot is within a developed non- BOCC approved White Horse Springs Subdivision. 3. The Hearing Officer considered this application at a duly noticed, continued public hearing on April 22n1, 2014. Evidence and testimony were presented with respect to this application. 4. The Hearing Officer finds that the property has the ability to locate residential development in compliance with Site Plan review criteria and within a constrained free area as defined in Chapter 7. The Lot is located within a medium wildfire hazard and the Applicant Nvill comply with Land Use Code standards to mitigate the hazard. The Hearing Officer further finds that the CDU complies with the Special Review criteria of the Code and can be consh•ucted in accordance with CDU standards. 5. The Hearing Officer also finds that the Lot is eligible to receive 1 -TDR to construct residential floor area fiom a base of 11,674 square feet of floor area up to 14,174 square feet of floor area. NOW THE, BE IT RESOLVED by the Pitkin County Community Development Hearing Officer that he does hereby approve the Liba Icahn Trust, LLC Activity Envelope and Site Plan Review, Special Review for a TDR Receiver Site, and Special Review for a Caretaker Dwelling Unit subject to the following conditions, which shall run with the 'land and be binding on all successors in interest. ' 1. The. Applicant shall adhere to all material representations made in the current or prior applications or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. 2. Approvals that precede this Determination do not need to be submitted with building permit submittal. LIM Hearing macer Determination No. -2014 Page 2 3. No calculations for height, bulk, setback, size, floor area, or any other building and zoning requirements have been conducted. These requirements will be considered at the time of building permit. Any structures represented in the application might not be permitted under building and zoning regulations. 4. Prior to submission of any futhrre building permit applications, the Applicant shall be required to submit for approval by the County Attorney and Community Development an Activity Envelope and Site Plan that illustrates the approved building envelope in accordance with Land Use Code Section 2-30-20(g) and Application Manual Section 2.1.12. The Applicant shall also submit an amended plat in accordance with Application Manual section 2.1.13. The Activity Envelope and Site Plan shall incorporate the following changes: a) Show the location of the potential new septic field for the CDU. 5. At building permit application for the new residence, -the Applicant shall surrender one (1) original TDR Certificate and a copy of the deed(s) evidencing the Applicant's acquisition -of the Certificates if applicable), in order to develop up to a total of 14,174 square feet of floor area exempt fiom Growth Management fiom a base of 11;674 square feet. 6. The CDU shall utilize non -reflective roofing and indigenous earth tone cblors for the fagade of buildings. 7. At building permit application for the residence, the Applicant shall: A. Complete a fireplace/woodstove registration form with the Community Development Department, if necessary. B. Obtain a stormwater permit from. the State of Colorado if site disturbance exceeds one 1) acre. C. Obtain a County access permit. D. Submit a drainage and erosion. control plan. All slopes steeper than 2:1 shall utilize erosion control blankets. E. Submit a construction management plan for review and approval by Planning/Zoning showing the locations of staging, material storage and employeb and construction traffic parking. P. Pay the applicable road and employee housing impact fees. G. Obtain a permit for construction of the onsite waste water treatment system, if necessary. 8. The property shall comply with the following wildfire development standards. A. Defensible Space: The area around all buildings/structures, limited by property boundaries that may limit a property owner's ability to comply with this section, shall incorporate landscaping with wildfire defensible space considerations as follows: ' 1. Brush, debris and non -ornamental vegetation shall be removed within a minimum ten - foot (10) perimeter around all structures. 2: Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels at a minimum of a thirty (30) foot perimeter around a structure built on flat ground. Spacing between clumps of brush and vegetation up to the thirty (30) foot perimeter shall be a minimum of two (2) times the height of the fuel. Maximum diameter of the clumps LIN[ Hearing OfficerDetermination Mo. 2014 Page 3 shall be equal to the height of the fuel. All measurements shall be from the edges of the crowns of the fuel. 3. All branches from trees and brush within the thirty (3 0) foot perimeter shall be pruned to a height of ten (10) feet above the ground with removal of ladder fuels from around trees and brush. 4. Tree crown separation within the thirty (30) foot perimeters shall have a minimum of ten 10) feet between the -edges of the crowns, except for mature stands of aspen trees where ladder fuels have been removed. In areas of aspen regeneration, understory shrubs and down and dead materials shall be removed. 5. All branches that extend over the roof eaves shall be trimmed and all branches within fifteen (15) feet of chimneys shall be removed. 6. The density of fiiels up to a one hundred (100) foot perimeter of the structure's shall be reduced where natural reduction has not already occurred. 7. All deadfall up to a one hundred (100) foot perimeter shall be removed. S. No new conifer trees shall be planted within ten (10) feet of a residence. 9. No flammable mulches shall be placed within two (2) feet of a residence. 10. The property owner shall be responsible for the continued maintenance of the defensible space vegetation requirements. B. .Medium Hazard Area 1. Roofing Materials a. Class A covering or Class A Assembly as defined by the currently adopted building code. b. No wood shakes or shingles. 2. Roof Venting a. Soffit venting shall be located in the outer 1/3rd portion of the overhang. b. Attic, soffit and other roof venting shall be of non -corrosive metal mesh with maximum V4" openings. 3. Projections at the Roofline, including Soffits, Rafters, Porch or Deck Roofs; Fascias, or Other: a. Sheath with non-combustible materials, or b. Combustible materials underlain with 5/8" Type X gypboard or equal, or c. Minimum 4x6 rafters with 2x T&G decking. LIM Hearing Officer Determination No. 0 2014 Page 4 4) Decks, Decking, CantileveredFloors, or Other Projections Below the Roofline: a. Minimum 6x6 posts, 6x10 beams, 3x8 joists, 3x decking, and 2x railings, or equivalent log construction. 5) Other a. Any methods approved for Severe Wildfire Hazard Areas may be used in Medium Wildfire Hazard Areas. C.. Maintenance and Miscellaneous Requirements 1. Roofs and gutters shall be kept clear of debris. 2. Roof vents shall be screened with corrosive resistant wire mesh, with mesh one-fourth V4) inch maximum. 3. Yards shall be kept clear of all litter, slash and flammable debris. 4. All flammable materials shall be stored on a parallel contour a minimum of fifteen (15) feet away from any structure. 5. Weeds and grasses within the ten (10) foot perimeter shall be maintained to a height not more than six (6) inches. 6. Firewood/wood piles shall be stacked on a parallel contour a minimum of fifteen (15) feet away from the structure. 7. Swimming pools and ponds shall be accessible by the local fire district. 8. Fences shall be kept clear of brush and debris. 9. Wood fences shall not connect to other structures. 10. Fuel tanks shall be installed underground with an approved container. 11. Propane tanks shall be buried, if possible, or installed according to NFPA 58 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any aboveground tank. Any wood enclosure around the tank shall be constructed with materials approved for two (2) hour fire -resistive construction on the exterior side of the walls. 12. Each structure shall have a minimum of one ten (10) pound ABC fire extinguisher. 13. The Applicant shall comply with all requirements of the Basalt Fire District Code. 14. Addresses shall be clearly marked with two (2) inch non-combustible letters and shall be visible at the primary point of access from the public or common access road and installed on a non-combustible post. 9. The Applicant shall comply with the following general conditions regarding wildlife: A. Manipulation of vegetation outside of the Activity Envelope is prohibited. B. Mesh or woven wire fences are prohibited outside the Activity Envelope. C. Wood rail fencing shall employ three (3) rails or less, be the round or split rail type, shall not exceed fifty-four (54) inches in height above ground level, and twelve (12) inches in width top view), and shall have at least eighteen (18) inches between the lowertwo (2) rails. D. Wire fencing must be three (3) strands or less. The fop wire should be a twelve -point -five 12.5) gauge twisted barbless type at a maximum height of forty-two (42) inches. The middle strands (which may be barbed) should be located a minimum twelve (12) inches apart and LIM Hearing Officer Determination No. -2014 Page 5 from the top wire preventing entanglement when mule deer jump over. The bottom strand should be sixteen (16) inches from the ground. E. Fruit bearing trees and shrubs are prohibited within the Activity Envelope. This does not include pre-existing native trees and shrubs. F. Access shall • be provided to the Colorado Division of Wildlife for trapping, tagging, studying, or otherwise managing wildlife. G. Trash/garbage shall be kept in an approved bear resistant container or enclosure. H. Bird feeders, including hummingbird feeders, shall be hung away from any deck or window, and be at least ten (10) feet fiom the ground suspended between two (2) trees or posts. All seed feeders shall include a seed catchment pan to catch discarded seed. J. Pet food shall not be left outside. J. The CDU shall install round handled door knobs on the exterior of the building. 10. The detached CDU shall not exceed 1,000 net livable square feet of floor area, which shall count toward the total allowable floor area for the lot. The kitchen contains the following, as defined in the Aspen/Pitkin County Employee Housing Guidelines: a minimum of a two-bumer stove with oven, standard sink, and a refrigerator plus freezer. The oven must be able to bake and broil and be at least 5 cubic feet; the sink must measure at least 14"WX16"DX5.25"H; refrigerator must be at least 5.3 cubic feet and include at least a .73 cubic foot freezer. The floor plan for the CDU shall be submitted to the County Housing Office for review. 11. Prior to issuance of building permit, the Applicant shall, by covenant, guarantee that the caretaker unit: a. Shall not be required to be rented; b. Shall not be sold or otherwise conveyed or separated from the original parcel regardless of the ultimate form of ownership of the caretaker unit; c. Shall be limited to occupancy by not more than two adults and related children, who qualify as (and have been found by the Housing Office -to be) employees of the community under such guidelines as may be from time to time established, or members of the owner's immediate family, even though they may not qualify as employees of the community; d. Shall be rented for terms not less than 6 months if rented. 12. County Housing Office staff shall be entitled to conduct an inspection of the- CDU for compliance with the above -referenced requirements. 13. The caretaker dwelling unit restriction may be removed by the property owner upon approval of the Community Development Director, subject to the requirement that the dwelling is removed or modified. If modified, the remaining improvements must no longer be capable of occupancy as a dwelling unit and must meet otherwise applicable Code requirements. 14. The provisions of this regulation are for the purpose of providing a voluntary CDU on a legally created lot or parcel in the County. Any unit approved under this provision of the Pitkin County Land Use Code shall not be used for mitigation of employee housing requirements as established elsewhere in said Code. 15. At permit submittal, the Applicant shall show proof of a legal water source for the CDU. LIM Q Hearing Officer .determination No. _-2014 Page 6 16. No development shall occur outside the approved envelope, with the exception of vegetation removal necessary to comply with the wildfire mitigation measures described above. No structures shall be permitted outside of the approved activity envelope. Applicant shall be required to obtain an Earthmoving Permit for any work outside the approved envelope. 17. Prior to commencement of any earthmoving or other construction activity, the Applicant shall stake the corners of the activity envelope and install construction fencing around the construction site within the perimeter of the building envelope. The fencing shall remain in place until issuance of a Certificate of Occupancy. 18. Failure to comply with these conditions of approval may result in revocation of this permit or any subsequent permits related to this property or vested rights associated with this property. 19. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 2-20-170 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on April 22°a, 2017. 0 Hearing Ofji'cei• Detei-niination No. Q -2014 Page 7 NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY on the 131' of March 2014. APPROVED AND ADOPTED this 2211 day of April, 2014. PUBLISHED + OPTION FO VESTED REAL PROPERTY RIGHTS in the As an Times Weekly on thee, t` day os P a 20_f. ATTEST: Bonnie Waechtler, Administrative Assistant APPROVED AS TO FORM: 7 Ely, ounty Att P019-14,PID#264335200003 COMMUNITY DEVELOPMENT DEPARTMENT HEARING OFFICER OF PITKIN COUNTY, COLORADO By Tom Smith, Hearing Officer Date , • I V - i APPROVED AS TO CONTENT: Oaf dy lVouben, Community Development Director LIM s LIM APPENDIX D co Large Scale Construction Management Plan for: Address 129 White Horse Springs Ln, Aspen, CO 81611 ParcellDNumber 264335200003 Permits Applied for: Check all that apply. Demolition Permit x Building Permit Access Permit x Earthmoving Permit Floodplain Permit ROW Permit Property Owner's Name LIM c/o Rob Sinclair Name Owner's Representative's Name: Rob Sinclair Name Contractor's Name: Paul Rasmussen Name 970.925.4269 Phone Number 970. 925.4269 Phone Number 970.379.0373 LIM rob@rgsarchitecture.com Email paulr@rof.net Phone Number Email 1.8.10 0 LIM APPENDIX D DESCRITION OF WORK New construction of a caretaker dwelling unit adjacent to main residence. PUBLIC NOTIFICATION PLAN Contractor shall send notification to neighbors addressing project phasing, schedule, traffic and/or pedestrian concerns, and hauling/ staging operations. Notifications shall address all adjacent neighbors and all residents affected by possible traffic delays. The neighborhood notifications shall take place periodically, throughout the duration of the project, as required. DATES OF CONSTRUCTION Anril 15 - November 30 HOURS OF CONSTRUCTION 7am- 7pm, Monday -Saturday HOW WILL EXCAVATED SOIL BE USED? reit: & Fill. ATTACHMENTS: The following items shall be included as attachments: Vicinity Map Project Sign Contact List Site Plans) Showing: L Disturbance Area 2. Revegetation Plan 3. Construction Fencing 4. Emergency Vehicle Access 5. Construction Parking 6. Staging Areas 7. Trailers, material storage, waste management, etc. Sequencing Schedule Traffic Control and Emergency Access Plan Revegetation Plan Fugitive Dust Control Plan 1.8.10 CONSTR-UCTION MANAGEMENT PLAN FOR LIM -129 WHITE HORSE SPRINGS LANE, ASPEN COLORADO 81611 PARCEL ID NUMBER: PERMITS APPLIED FOR PROPERTY OWNER'S NAME OWNER'S REPRESENTATIVE'S NAME CONTRACTOR'S NAME DESCRIPTION OF WORK: 2643-352-00-003 129 WHITE HORSE SPRINGS LANE, ASPEN, CO NEW CONSTRUCTION LIM C/O ROBERT G. SINCLAIR ARCHITECTURE, INC. PHONE 970-948-4269 ROBERT G. SINCLAIR PHONE 970-948-4269 EMAIL: ROB@RGSARCHITECTURE.COM CONSTRUCTION SERVICES COMPANY, INC. PAUL RASMUSSEN PHONE 970-379-0373 EMAIL: PAULR@ROF.NET CONSTRUCTION OF NEW CARETAKER DWELLING UNIT ADJACENT TO EXISTING HOUSE 1/6/2016 Page 1 of 8 CONSTFLUCHON MANAGEMENT PLAN FOR. LIM -129 WHITE HORSE SPRINGS LANE ASPEN, COLORADO 8161 2.0 PROJECT LOCATION 21 LOCATION. 129 WHITE HORSE SPRINGS LANE, ASPEN, CO 81611 129 WHITE HORSE SPRINGS LANE, ASPEN, CO 81611 MIA L.!te[milk Red 8 b -i mis 9 ircemetery Psepcke Auditorium 4 1/6/2016 Page 2 of 8 LIZ] CONSTRUCTION MANAGEMENT PLAN FOR LIM -129 WHITE HORSE SPRINGS LANE, ASPEN, COLORADO 81611 22 DISTURBANCE AREA ROUGHLY 29,000SF OF DISTURBANCE INCLUDES THE AREA SURROUNDING THE CDU FOR RE GRADING AS WELL AS A TEMPORARY ACCESS DRIVE FROM THE MAIN ROAD TO THE CONSTRUCTION SITE 23 DESCRIPTION THE PROPOSED CDU IS ADJACENT TO THE EXISTING MAIN RESIDENCE A PROPOSED DRY WELL WILL ACCOMMODATE THE ADDED STORM WATER LOAD. THE ADDED SEWER REQUIREMENTS WILL UTILIZE THE EXISTING DRAINAGE FIELD FOR THE MAIN HOUSE THERE IS ADEQUATE WATER SUPPLY TO THE PROPERTY. 3.0 PROJECT DOCUMENTATION 3.1 PERMITS CONTRACTOR SHALL OBTAIN ALL NECESSARY AND APPLICABLE LICENSES AND PERMITS FOR- THE ORTHEPROJECT. 3.2 PUBLIC NOTIFICATION CONTRACTOR SHALL SEND NOTIFICATION TO NEIGHBORS ADDRESSING PROJECT PHASING, SCHEDULE, TRAFFIC AND/OR PEDESTRIAN CONCERNS, AND HAULING/STAGING OPERATIONS. NOTIFICATIONS SHALL ADDRESS ALL ADJACENT NEIGHBORS AND ALL RESIDENTS AFFECTED BY POSSIBLE TRAFFIC DELAYS. THE NEIGHBORHOOD NOTIFICATIONS SHALL TAKE PLACE PERIODICALLY, THROUGHOUT THE DURATION OF THE PROJECT, AS REQUIRED. 1/6/2016 Page 3 of 8 CONSTRUCTION MANAGEMENT PLAN FOR LIM -129 WHITE HORSE SPRINGS LANE, ASPEN, COLORADO 81611 3.3 PROJECT SIGN THE INFORMATION NEEDED TO FILL IN THE PROJECT SIGN IS UNKNOWN AT THIS TIME AND WILL BE FILLED IN UPON ASSIGNMENT OF A PERMIT NUMBER PROJECT NAME L1M -129 WHITE HORSE SPRINGS LANE, ASPEN, COLORADO BUILDING PER -MIT # GENERAL CONTR-ACTOR,- CONSTR-UCTION SERVICES COMPANY EMERGENCY PHONE 970-948-4269 ARCHITECT 970-379-0373 CONTRACTOR 24 HOUR- EMERGENCY PHONE 911 OR 970-948-4269 970-379-0373 1/6/2016 Page 4 of 8 CONSTR.LICTION MANAGEMENT PLAN FOR LIM -129 WHITE HORSE SPRINGS LANE, ASPEN, COLORADO 81611 3.4 CONTACT DESIGNATION: OWNER: LIM C/O ROBERT G. SINCLAIR ARCHITECTURE, INC- PO NCPOBOX8114 ASPEN, CO 81612 PHONE 970-925-4269 FAX 970-925-5478 MOBILE 970-948-4269 EMAIL: ROB@RGSARCHITECTURE.COM CONTRACTOR: CONSTRUCTION SERVICES COMPANY, INC. PHONE- MOBILE: HONEMOBILE: 970-379-0373 EMAIL: PAULR@R.OF.NET CONTACT: PAUL RASMUSSEN 4.0 PROJECT IMPLEMENTATION 4.1 4.2 4.3 4.4 ARCHITECT: ROBERT G. SINCLAIR ARCHITECTURE, INC. PO BOX 8114 ASPEN, CO 81612 PHONE 970-925-4269 FAX 970-925-5478 MOBILE: 970-948-4269 EMAIL: ROB@RGSARCHITECTURECOM CONTACT. ROB SINCLAIR DATES OF CONSTRUCTION: TENTATIVE CONSTRUCTION START: APRIL 15 TENTATIVE CONSTRUCTION COMPLETION: NOVEMBER 30 SEE SCHEDULE BELOW) HOURS OF CONSTRUCTION: 7AM-7 PM, MONDAY THROUGH SATURDAY SEQUENCING SCHEDULE SITE WORK 3 WEEKS CONCRETE 4 WEEKS FRAMING & ROUGH INS 10 WEEKS FINISHES, CLEAN UP AND DEMOBILIZE 15 WEEKS TOTAL 32 WEEKS ADJOINING PROPERTIES CONTRACTOR SHALL ENSURE THAT NO EXCAVATION SHALL OCCUR CLOSE ENOUGH TO A PROPERTY LINE TO ENDANGER ANY ADJACENT PUBLIC STREET, SIDEWALK, OTHER PUBLIC OR PRIVATE PROPERTY, OR EASEMENT, WITHOUT SUPPORTING AND PROTECTING THE PROPERTY FROM ANY DAMAGE THAT MIGHT RESULT FROM CONSTRUCTION OPERATIONS. 4.5 PROJECT FENCING DUE TO THE LOCATION OF THE PROJECT, CONSTRUCTION FENCING WILL NOT BE NECESSARY. 4.6 NATURAL HABITAT EXISTING TREES AND OTHER NATURAL FEATURES SHALL BE PROTECTED, UNLESS OTHERWISE NOTED ON THE CMP SITE PLAN (SEE SHEET A2.2). 1/6/2016 Page 5 of 8 CONSTRUCTION MANAGEMENT PLAN FOR LINT -129 WHITE HORSE SPRINGS LANE, ASPEN, COLORADO 81611 4.7 WILDLIFE HABITAT CONTRACTOR SHALL BE COGNIZANT OF ALL POTENTIAL WILDLIFE IMPACTS AND SHALL MINIMIZE THE COMBINED AND CUMULATIVE IMPACTS OF ACTIVITIES AND DEVELOPMENT ON WILDLIFE SPECIES, HABITAT, MOVEMENT, AND UNIQUE LANDSCAPE ELEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ENFORCING DOG PROHIBITIONS AND/OR RESTRICTIONS, AS WELL AS ANY CONSTRUCTION SCHEDULE LIMITATIONS WHERE CONSTRUCTION MAY BE IMPACTIVE ON CRITICAL WILDLIFE 5.0 PARKING MANAGEMENT 5.1 EMERGENCY VEHICLE ACCESS CONTRACTOR SHALL MAINTAIN CONTINUOUS EMERGENCY VEHICLE ACCESS, ON AND AROUND THE SITE, INCLUDING BUT NOT LIMITED TO POLICE, FIRE, AND AMBULANCE SERVICES. 5.3 CONSTRUCTION PARKING DETAILS NO CONSTRUCTION PARKING SHALL OCCUR ON COUNTY ROADS OR RIGHT OF WAY UNLESS PERMITTED BY PITKIN COUNTY. CONTRACTOR SHALL MAKE AVAILABLE SUFFICIENT PARKING FOR CRAFTSMAN, LABORERS, SUBCONTRACTORS, AND CONTRACTORS INVOLVED IN THE SITE CONSTRUCTION PROCESS. PARKING LOCATIONS SHOWN ON SHEET A2.2. 5.4 STAGING AREAS CONSTRUCTION STAGING AREA FOR THE DURATION OF THE PROJECT IS SHOWN ON SHEET A2.2. ON SITE DELIVERIES WILL OCCUR DURING THE DATES OF CONSTRUCTION. 5.5 CONSTRUCTION TRAILER, MATERIALS STORAGE, AND WASTE MANAGEMENT THERE WILL BE NO TRAILER ON SITE MATERIALS STORAGE AND WASTE MANAGEMENT LOCATIONS ARE SHOWN ON SHEET A2.2. 6.0 TRAFFIC CONTROL 6.1 GENERAL THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH THE TRAFFIC CONTROL PROGRAM. OWNER'S REP WILL REVIEW AND HAVE THE RIGHT TO REVISE THE GENERAL CONTRACTOR'S PROGRAM TO ENSURE COMPLIANCE 6.2 HAUL ROUTES THIS PROJECT WILL REQUIRE THAT ADJACENT NEIGHBORS BE DISTURBED AS LITTLE AS POSSIBLE A. DELIVERY OF CONSTRUCTION RAW MATERIALS WILL OCCUR BETWEEN 9AM -7PM B. RAW MATERIALS WILL BE STOCKPILED DISCREETLY IN THE MOTOR COURT SO THAT THEY ARE SCREENED FROM ADJACENT NEIGHBORS. ALL TRAFFIC ARRIVING AT THE SITE WILL START AT HIGHWAY 82, THEN TURN NORTH ON CEMETERY LANE, THEN TURN EAST ON WHITE HORSE SPRINGS LANE. MATERIALS WILL BE DROPPED ADJACENT ON OUR PROPERTY. 1/6/2016 Page 6 of 8 CONSTRUCTION MANAGEMENT PLAN FOR LIM -129 WHITE HORSE SPRINGS LANE, ASPEN, COLORADO 81611 6.3 ONSITE VEHICLE LIMITATIONS ALL CONSTRUCTION RELATED VEHICLES SHALL BE DEFINED AND COMPLY WITH PITKIN COUNTY ASSET MANAGEMENT PLAN SECTIONS 1.53.03. 6.4 DELIVERY REQUIREMENTS DELIVERIES WILL BE ACCEPTED BETWEEN THE HOURS OF 9:OOAM AND 4:OOPM, MONDAY THROUGH SATURDAY WITH THE EXCEPTION OF FEDERAL HOLIDAYS. THE SITE IS LARGE ENOUGH TO HANDLE MORE THAN ONE DELIVERY AT A TIME NO MOTORIZED VEHICLES LONGER THAN 50 FEET AND A WEIGHT MORE THAN 40,000 LBS WILL BE USED ON THIS PROJECT. 6.5 TRAFFIC CONTROL PLAN DUE TO THE REMOTE NATURE OF THE PROJECT AND NEGLIGIBLE IMPACT TO COUNTY ROADS, TRAFFIC CONTROL IS UNNECESSARY. 7.0 PEDESTRIAN PROTECTION 7.1 GENERAL THE CONTRACTOR SHALL COMPLY WITH PEDESTRIAN SAFETY PER MUTCD CHAPTER 6D, THE ADA, AND IBC CHAPTER 33. 8.0 SEDIMENT AND EROSION CONTROL 8.1 REQUIREMENTS SEE INCLUDED DRAINAGE AND EROSION CONTROL PLAN. 9.0 FUGITIVE DUST CONTROL 9.1 FUGITIVE DUST CONTROL PLAN SEE INCLUDED FUGITIVE DUST CONTROL FORM. INDUSTRY BEST PRACTICES WILL BE USED TO KEEP DUST TO A MINIMUM. DUE TO THE LOCATION OF THE SITE AND DUE TO THE SIZE OF THE LOT COMPARED TO THE DISTURBANCE AREA DUST DAMAGE WILL BE NON-EXISTENT OR MINIMAL TO ADJACENT PROPERTIES OR PEOPLE. HOWEVER, THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY FOR DUST CONTROL AND FOLLOW A PLAN TO CARRY OUT EFFICIENT MEASURES WHENEVER NECESSARY. 10.0 EMISSIONS 10.1 GENERAL ALL VEHICLES AND EQUIPMENT USED ON SITE WILL BE PROPERLY MAINTAINED SUCH THAT THE ENGINES WILL FUNCTION WITHIN MANUFACTURER'S STANDARDS AND PARAMETERS. Illi :Iu161f-l[0)04c'I:o)iia)Iml.IaEflyiy/d:1gbla Lei101: 1/6/2016 Page 7 of 8 CONSTRUCTION MANAGEMENT PLAN FOR LIM -129 WHITE HORSE SPRINGS LANE, ASPEN, COLORADO 81611 N/A - CONSTRUCTION TAKES PLACE OUTSIDE THE URBAN GROWTH BOUNDARY. 11.0 NOISE SUPPRESSION 11.1 GENERAL THE CONTRACTOR WILL COMPLY WITH THE ALL APPLICABLE NOISE CONTROL REGULATIONS AS OUTLINED IN THE PITKIN COUNTY CODE, INCLUDING THE PITKIN COUNTY NOISE ABATEMENT ORDINANCE ALL CONSTRUCTION EQUIPMENT OPERATIONS WILL BE SCHEDULED TO OPERATE NO MORE THAN MONDAY THROUGH SATURDAY, 9 AM - 7 PM. 1/6/2016 Page 8 of 8 Appendix G Pitkin County Revegetation Report Jobsite Address lZ71 (g!lr= #{vim 5 er,., L44 Parcel # 2 6,V15, 1.155'oo0 Property Owner & Mailing Address: ru4t4rtL 1*4o Sq e O t q , Aspc t t ,Cry / 6 l2 Phone Number: q"7y, qtr- y A Z Applicant Name & Mailing Address: Q,m St rGt-A,t r ro Vos< ;ASnrtaj_r to S/ (.1Z Phone Number: !>, f;,'' Seeding Method INA -1 Seed Rate (lbs PLS/acre Approx Area Covered .S Pitkin County pre -approved Seed Mix (circle one): see Pitkin County Land Management Website at http://www.aspenpitkin.corn/2dfs/dgpts/64/PCseedmix pddf for seed mix contents and breakdowns) Pitkin County Irrigated Seed Mix Pitkin County Non -Irrigated Seed Mix /7j;m P. Pitkin County Beneficial Browse Mix Dryland Pasture/Old Hay Fields Mix Other Seed Mix (subject to approval by Pitkin Comity Land Management): Common Name Scientific Name % of Mix I— — — — — — — — — — — — — — — — — — — — — — — — — — — NOTE! All seed MUST be Certified, blue -tagged seed, and must be free of Colorado listed noxious weed species. This certifies that seed meets high purity and germination standards and has a low weed content. Pitkin County Land Management may request from the applicant the Blue Tags which are removed from seed bags before mixing. Applicants should ask the seed vendor to provide these tags with the seed purchase. I Mulch Type Tackifier/Tacking Method Estimated Date Started Applicant Signature Comments: E Mulch Rate (lbs/acre). Finished Questions? For more information on revegetation methods, seed mixes, and local contacts, please see the Pitkin County Revegetation Guide, located at: http://www.aspenpitkin.com/pdfs/depts/64/revue ugidepdf You may also contact Susan Pearson, Pitkin County Zoning Officer: 970)-429-2789 Susan.Pearson@co.pitkhi.co.usco.pitkui.co.us PITKIN COUNTY FUGITIVE DUST CONTROL PLAN Property Owner(s): L-im !O Qrm '>twLL.Aiy_ Property Address: t q sr. SMIM!t,s L -M Zip Code: Arj(,(1 Parcel ID: /'& Contact Person: 41g .Phone Number: _770. 109r. yZ99 Email Address: &8 (J z0A xt44 mveryee, eat Fax Number: Describe the development activity: pMgtg , ej2k) Total area of land in project: 7 Date earthmoving will commence: Acne Total area subject to earthmoving: Total disturbed area at any one time: y Area to be paved (roads, parking lots): b Date paving will be completed: Estimated time to complete entire project (inclu buildings): List any known or suspected contaminants in the soil: mfg. Acres Stop: tj Acres Acres Acres Check the dust control measures which you propose to implement: i. Control of Unpaved Roads on Site Q Watering Frequent (Watering frequency of 2 or more times per day) As needed Application of Chemical Stabilizer Vehicle Speed Control Speeds limited to r—lp MPH maximum. Speed limit signs must be posted, Generally 30 mph is maximum approvable speed on site.) Gravelling II. Control of Disturbed Surface Areas on Site Watering Q Frequent (Watering frequency of 2 or more times per day) j$ As needed Application of Chemical Stabilizer Covering Large Mounds of Soil Exposed for >24 Hrs Vehicle Speed Control Speeds limited to -Ip MPH maximum. Speed limit signs must be posted. Revegetation n Seeding with mulch Dj Seeding without mulch Q Furrows at Right Angle to Prevailing Wind Depth of Inches (must be greater than 6") furrows 2-13-08 Compaction of Disturbed Soil on a Daily Basis to Within 90 % of Maximum Compaction As determined by a Proctor Test). Foundation areas only All disturbed soil. Wind Breaks Type: (E.g., •snow fence, silt fence) Synthetic Or Natural Cover For Steep Slopes. Type: (E.g., netting, mulching) , Prevention of Mud and Dirt Carried Out Onto Paved Surfaces. Prevention Gravel Entryways Washing Vehicle Wheels Other: Cleanup of Paved Areas Frequency: — Street Sweeper Hose With Water Other: List Any Other Control Methods: Times Per Day agree to Institute and maintain these fugitive dust controls at all times during development. I further acknowledge and agree that 1 may be required to supplement or modify the controls specified above during the course of my project If conditions warrant (e.g., more frequent watering during periods of prolonged drought). g - a2 G Sig 5 e of Person ponsible for implementing Pian: nate G GS1• V -C S Name (please print) Title Submit this form to: Pitkin County Environmental Health & Natural Resources 0405 Castle Creek Rd., Suite 10 Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5077 www.aspenpitkin.com/ehnr FOR COUNTY USE ONLY: Approved Denied By; Date: , 20 2-13-08 2