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HomeMy WebLinkAboutpitkin.eh.273504201014 (2013) Barn-CDU� � iTKIN COUNT JSITE WASTEWATER TREATN. ,4T SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0035.2013.POWT Parcel ID #: 2735-04202-002 Permit Issued: ]NEW CDU ®REPAIR —]REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s) Owl Creek Ranch HOA Property Address: Legal Description: 1471 Owl Creek Ranch Size of Lot: 167.9 Acres Size of Building: 1900 ft2 Sq. Ft. Detached Accessory Unit Size of Accessory Unit: DYES ®NO This system is designed to serve 3 bedrooms plus 200 gallons per day from the barn. Designed By: All Service Septic Phone #: 970-618-5033 Fax # 303-216-2796 Project #. Sq. Ft. C1048 Dated: 9/24/13 Mailing Address: PO Box 2844 Glenwood Springs Email Address: Carla. Ostberg(d)-gmail.com Perc Rate: .7 LTAR Profile Hole Depth: 8' Depth to Groundwater or Bedrock: Minimum Tank Capacity: Minimum Absorption Area: Permit Conditions: ➢ 8' 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 replace an existing drain field that is failing and replace the barn tank with a new 1000 gallon, 2 -compartment tank with a dosing siphon in the 2n compartment. The dosing siphon will dose effluent to a distribution box which will evenly distribute effluent to the field area. The new field area will consist of 2 "Quick -4" gravelless chamber beds, each consisting of 2 rows of 25 chambers for a total of 100. Each bed will be separated by 6' of undisturbed soil and observation ports will be installed at the end of each row of chambers. The existing tanks and pump serving the house will remain as part of the system. Distribution box and risers must be accessible from grade. 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 this Department within 30 days of the 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, in accordance with the manufacturer'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 of this permit 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 considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year frovn5e to of issuance unless construction on the system has commenced. An "as -built" drawing must be submitte d proved bEH before final approval of the system will be issued. © / Issued By: Date: Cf Expires: 6! Installer: License #: J0. Reactivation Authorized by: Finaproval IssueT11y: Date: j O ( t p New Expiration Date: EJ V ALL33 Four Wheel Drive Rd Carbondale, CO 81623 970-309.5259 October 26, 2014 Owl Creek Ranch Homeowner's Association, Inc. c/o Jim Snyder 1471 Owl Creek Road Aspen, CO 81611 Installation Observations 1471 Owl Creek Road Pitkin County, Colorado OWTS Construction Permit Number 0035.2013.powt Jim, Project No. C1048 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on October 9 and 17, 2013 for the subject property. Savage Excavation, LLC installed the system. An additional visit to the property was made on October 10, 2014 to verify location of the ditch in proximity to the new absorption area. The septic tank serving the barn was properly abandoned and the existing absorption area was abandoned in-place. The OWTS includes an existing two-compartment septic tank and pump chamber that serves the 3 - bedroom residence. A camera was lowered in the septic tank and it appeared that an inlet tee was present in the first tank. The sewer line from the septic tank that serves the main house "Y's into new sewer line from the barn. A new Valley Precast® 1000 -gallon, two-compartment concrete septic tank with a screened dosing siphon was installed. Effluent is dosed to a new distribution box, accessible from grade. Effluent gravity flows from four outlets in the distribution box to two new gravelless chamber beds, each with 20 ARC ADS chambers per row for a total of 80 ARC ADS chambers and 987 square feet (using 12.34 square feet per chamber). Installation was shallow, not exceeding 2 -feet below native grade. A small ditch located within 50 -feet of the new absorption area was not running at the time of any of our observations. If this ditch does run at any time, it must either be lined within 50 -feet of the absorption area, or re-routed greater than 50 -feet from the absorption area. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. 0 Please call with questions. Sincerely, ALL SERVICE septic, LLC &I'U, ( . a O'Sf &&'s Carla Ostberg, MPH, REHS Lid needing replacement on main house tank I field Reviewed lk� Richard H Recommend spice box outside of riser 1000 -gallon tank Screened dosing siphon Sewer line leaving bottom of tank "Y" in pipe main house connects to new part of system sewer line from tank to d -box Bed installation (ARC ADS chambers) D -box Field covered Field revegetated 1 -year after installation / note fence for protection from horses Distribution box accessible from grade N 0' 10' 20' Scale: V = 20'-0" 2 W2.0 — — — — — — — — — — — — — — — — I I TWO -AR C ADS' CHAMBER BEDS. TWO ROWS OF 20 CHAMBERS PER BED =80 CHAMBERS I 987 SF OBSERVATION PORT AT I END OFEACH ROW 8 6' 6' I 6 EXORCISE ARENA I I I I I I EXISTING ABSORPTION ORPTIIXJ AREA ABANDONED I I L_ EXISTING SEPTIC TANK ABANDONED I I t DISTRIBUTION BOX 3 O \—Y LINE TO D -BOX NEW 1W.ALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK HAY BARN WITH DOSING SIPHON I EXISTING SEWER LINE I SERVING RANCH MANAGER'S HOUSE \�------------- 2 RE ORD DRAWING_ ALL tl� 33 Four Wheel Drive Road Owl Creek Ranch Date: 10/26/14 Carbondale, CO 81623 1471 Owl Creek Ranch Drawn By: ANG 970.309.5259 Designed B CBO record �1(1�I�Ij +Carla@allserviceseptic.com Pitkin County, Colorado 9 Y Yltt I 1 Project Number: 1048 Reviewed by: RHP Sheet 1 of 1 ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) =EE1 CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd • Aspen, CO • 81611 Phone: 970.920.0070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessors Office 970.9211516D or at www.pitk inassessor.org): 17 j2� r� tta Purpose of Permit: El NEW FZAIR DUE TO FAILURE ❑ REMCOa/ADDITION El TANK ONLY ❑ FIBD ONLY Cast of System Repair or Remodel/Addition (appro)imate) 19,11-a', Y 9(" i' v ��i Mailing Address: ,o' Property Address-C1�tic FS t i C''i Lot Block Filing- Subdivision: Property 4vner{s)'_ Email Ad ass I t S crc rt **�}i'r ( � C°jz j2 1` IVti.4) {'% � 0e,04L--16/Y7%n(.. Z O 5 Mai ling Address1 } * 14 ue-1 r* ! � J K r� City, Slate. yip Home Phone: t �k Business Phone: *Onntaet irtfomxation must be pravx for the owner d9ning this app1 cafion: contact pplicai Pt,one Number not a caty, State. Lip: Business Phone Email Address Building Permit # (if applicable) Lot Size (in acres)° /& Y Size of B-AIding (square feet):I Numt�r of Potential Bed ooms —� Coached AxessoyUnit? ❑ YES LJ NO Size of Ac� coory U -iii (scpare Number of Potential Bedrooms in or Fixture List for the Av---ssory Unit: Water Source: ❑ PRIVATE WELL ❑ SURFACE WATER ❑ 5)RING M C&IIMUNITY/PUBLIC WATER SYSTEM Name of CommunitylPublic Water S stem (if applicable) u�vt 5fJ i, J�(Ajt t IC Engineering Firm, ALL ScrYlt°v C�`7t � Job Number C fU Phone Number Fax Number `�70--41, Mailing Address: ,o' '�tf! f / City. State, tip V)!; 0 ('A) >ar/(e-©;?— PLEASE READ BEFORE SIGtdIdG: I certify that the above information is complete and accurate and that I have provided complete and accurate information in ail of the documents Included in my application package. I acknowledge that EH'AR may revoke any permit I am issued if myapplication 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. 0h%m Signature (Required). Cate Applicant Signature` Date FOR OFFICE USE ONLY Received by E1,111 -IR Staff Fee it Receipt # Date PO Box 2844 Glenwood Springs, CO 81602 Ph 970.618-5033 (� Fax 303-216-2796 August 7, 2013 Gary Beach Beach Resources 711 East Valley Road Basalt, CO 81621 Subsurface Investigation and Onsite Wastewater Treatment System Design 3 -Bedroom Residence & Barn 1471 Owl Creek Road Pitkin County, Colorado Gary, Project No. C1048 ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Aspen, in an area where OWTSs are necessary. The property is served by a community water system. SITE CONDITIONS A 3 -bedroom, single-family residence presently exists and a barn with a toilet, lavatory, sink, and shower. It is utilizing an existing OWTS (Individual Sewage Disposal System Permit #90008) which is experiencing issues. It appears that a high groundwater table may be contributing to the existing system malfunctioning. SUBSURFACE The subsurface was investigated by digging one 8 -foot profile pit and taking a soil sample from approximately 3 -feet below grade. A gradation analysis and hydrometer analysis was run by HP Geotech and results are detailed in a report dated July 24, 2013, Job No 113 064L. The materials encountered in the profile pit consisted of 6 -inches of topsoil, underlain by dark brown dense, moist, gravelly sandy clay loam to a maximum depth explored of 8.0 -feet. Groundwater was encountered at 7'8" on July 19, 2013. The excavation was left open and groundwater was observed at 5'5" on July 25, 2013. For purposes of this design, groundwater is estimated at 5 -feet below grade. The gradation performed by HP Geotech shows the soil consists of 18% gravel, 34% sand, 28% silt, and 20% clay. A long term acceptance rate (LTAR) of 0.70 gal/sq. ft will be used to design the OWTS. • E Page 2 r 8' profile hole excavation Groundwater at 7' 8" DESIGN SPECIFICATIONS The OWTS design is based on 3 -bedrooms and an estimated flow from the barn at 200 gallons/day. An average daily wastewater flow of 650 GPD will be used. The existing tanks that serve the 3 - bedroom residence will remain. An inspection of the tanks must be performed to assure the tanks are in good condition and tees and an effluent filter must be installed. The existing tank that serves the barn will be abandoned. A new, minimum 1000 -gallon, two-compartment tank with a dosing siphon will be installed to serve the barn. Other tank alternatives may be considered. The residence tanks will be plumbed into the barn tank. Effluent will be dosed to a distribution box, which will then distribute to two partially mounded gravelless chamber beds, each with two rows of 25 `Quick 4' Infiltrator® chambers in each row. There should be 6 -feet of undisturbed soil between the beds. The installation must remain shallow, with the chamber beds installed no more than 1 -foot below grade. There must be at least 1 -foot of cover over the chambers, resulting in 1 -foot of soil above grade. There should be a 3:1 slope from the mounded portion of the system. • • Page 3 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. All horse washing and floor drains from the barn should be diverted to a separate drywell. Drainage in the driveway to the east of the barn must also be addressed. 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 absorption systems, and any other components needing maintenance. The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. 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 drain field. 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 the 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, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. 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. C LIMITS: C Page 4 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. Sincerely, ALL SERVICE septic, LLC O,a,h La 08-f&'&L8 Carla Ostberg, MPH, REHS Reviewed Richard H ('1AechG( HEPWORTH-PAWLAK July 24, 2013 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 Email: hpgeo@hpgcotech.com CBO Inc. Attn: Carla Ostberg 33 Four Wheel Drive Road Carbondale, Colorado 81623 carla.ostbergAgmail.com Job No. 113 064L Subject: Laboratory Test Results, 1471 Owl Creek Road, Pitkin County, Colorado Dear Mrs. Ostberg: As requested, Hepworth-Pawlak Geotechnical, Inc. performed gradation and hydrometer analysis on a sample delivered to our laboratory by you. The services were performed in accordance with our agreement for professional engineering services to you, dated March 20, 2013. Results of the gradation and hydrometer analysis performed on the sample are presented on Figure 1. The sample results plot at the intersection of Sandy Loam, Sandy Clay Loam and Loam. The USDA Soil Texture Classification is Gravelly Sandy Clay Loam. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEOTECHNICAL, INC. Louis E. Eller LEE/ksw attachment Figure 1 — USDA Soil Texture Gradation Test Results Parker 303-841-7119 - Colorado Springs 719-633-5562 - Silverthorne 970-468-1989 N 0' 20' 40' Scale: 1" = 40'-0" RIDING ARENA 2 W2.0 I EXERCISE ARENA I I I I I I I I I I I I HOUSE I I L HORSE I I BARN I C ] EXISTING INLET LINE TO REMAIN 00 o EXISTING SEPTIC o I TANK TO REMAIN o I FHAYBARN o EXISTING SEPTIC TANK AND PUMP TO REMAIN ! ---Z J EXISTING SEWER LINE TO REMAIN. \ — — — — — — — — — — — RECONNECTTO NEW TANK 11- IE 11T `nc� nom. wsErs.cK os,.�Es s"ouzo eE ca,F""E ^SITE PLAN A I I P.o. Box 2844 Owl Creek Ranch DATE: 08/7/13 Glenwood Springs, Colorado 1471 Owl Creek Ranch \ �� O MESeptic 81602 Pitkin County, Colorado Designed By. CBO VV Phone 970.618.5033 Drawn By. ANG Fax 303.216.2796 Project Number: 1048 Sheet 1 of 4 N Ile 0• T 20' Scale:l 1" = 20'-0" I I I I I I I I I I I I I I I I I I I I I I I I I I I I L `J NEW 1000 -GALLON, I TWO-COMPARTMENT CONCRETE SEPTIC TANK \ WITH DOSING SIPHON TWO'QUICK-4' CHAMBER BEDS. TWO ROWS OF 25 CHAMBERS PER BED = 100 CHAMBERS = 987 SF OBSERVATION PORT AT END OF EACH ROW - 6' r ---i 6' EXERCISE ARENA EXISTING DRAIN FIELD TO BE ABANDONED EXISTING SEPTIC TANK TO BE ABANDONED DISTRIBUTION BOX— 0 3" LINE TO D -BOX HAY BARN n PROPOSED OWTS �8 6- 1 11 I P.O. Box 2844 Owl Creek Ranch Date: 08/7/13 I' L p Glenwood Springs, Colorado 1471 Owl Creek Ranch 0 SEflYICE S2pt�C 81602 Pitkin County, Colorado Designed By. CBO V V \�/2 Phone 970.618.5033 Fax 303.216.2796 Project Number: 1048 Drawn By. ANG Sheet 2 of 4 4" PVC HEADERS TYPICAL PLAN VIEW - N.T.S. (1 % FALL TO CHAMBERS) OBSERVATIONNENT PIPE (TYP.) DISTRIBUTION QUICK4(TM) END CAPS BOX, WITH BAFFLE, BROUGHT TO GRADE---,,,""",./ 6' 3' INFILTRATOR(R) QUICK(TM) CHAMBERS, 3' X 4' 1'4" 3" EFFLUENT INLET LINE SCHED 40 8' 3' 100' BED - 50 CHAMBERS PER BED INFILTRATOR(R) QUICK4(TM) CUT SHEET 52" V." 48CTIVE LENGTH) 3 6i •• PORT OF END- NOTES: BED MAY BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION. 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP INFILTRATOR(R) QUICK4(TM) CHAMBER, 3'X4' CROSS SECTION OF TYPICAL CHAMBER -TRENCHES TOPSOIL 3:1 SLOPE BED V COVER MIN. BED �-III-III-II 'El 4' MIN. _ SCARIFY SURFACE — I �- GROUNDWATER AT 5.0 FEET n BED DETAILS S�SF BED MUST BE LEVEL. USE ONSITE SOILS TO BRING GRADE UP FOR LEVEL INSTALLATION. SOIL MUST BE FREE OF COBBLES (MINUS 3 -INCH MATERIAL, AND MUST BE COMPACTED WITH VIBRATORY MACHINERY. BACKFILL SLOPE MUST EXTEND AT 3:1 I I P.O. Box 2844 Owl Creek Ranch Date: 08/7/13 L L Glenwood Springs, Colorado 1471 Owl Creek Ranch W3. A /� • Iof S�IIIIU� i 81602 Pitkin County, Colorado Designed By. CBO VV LFIRI 10' Phone 970.618.5033 Fax 303.216.2796 Project Number: 1048 Drawn By. ANG Sheet 3 Aft AM =¥§�w�o�, Jm- oo>oww tm;<w z> m»�Im�-� o m /§§Sd�#fm§3 -»/ o0?5 e%f!®\m e oze � 3 Iz 22=w;rm�A� Go)9A®#2\q3 >m4x ;« +( #�� e%G - \�c�n;mn§[g (m=m>� mm/ k§22 8;S§s !§mog/MX>0> «= %/ 2§ gy;�mo@��mm W; -R§>» gZ;] G®,m c�, ee \ , / n=o§«Iz �32Mk\Cn l:�z §/) )§ \{ 0 ;§,] m"q ; (D 0�k)�2m ) z = fo2 2 ® - � \§Z2;m5;, §A=J af; °�� ) Z. 2� \}[];m §$Q w■.£ ���m /�{ m ° ° ?< /)2 �m k3 q 3 mak ) §( / ) ; ) ` k] j §c Gof c §d) ko > \ z � � {\/ \ 00 z {9/ § a | J a \%2 ? E`er (� / 3 2 J zcn /CD @ _ ; ? ƒ 7 ? G e E , §/ !;■ ( , / CD } co / > \ \ 6 0 \ E 2 g �i�� He TQ � all? 9 % 0 . \ 0 AWG k Carla Ostberg From: Suzanne Wolff Sent: Wednesday, March 28, 2012 10:05 AM To: Carla Ostberg Subject: RE: Owl Creek Thanks. Looks like those permits should go with PID 273504202002 - which is the ranch manager unit on Owl Creek Ranch open space parcel owned by the HOA. It should have an address on Owl Creek Ranch Road, but there isn't an address in GIS. Then to confuse things, the address for the lot I am dealing with - PID 264334301711 - has the right address number but says Owl Creek Ranch Road rather than Owl Creek Road. Ugh. But that probably answers my question - I doubt any improvements were ever made to the septic on Lot 11! -----Original Message ----- From: Carla Ostberg Sent: Wednesday, March 28, 2012 9:29 AM To: Suzanne Wolff Cc: Bryan Daugherty Subject: Owl Creek Something done in 90 and then in 94. Carla Ostberg, MPH, REHS Pitkin County Environmental Health Manager (new 76 Service Center Road, Aspen, CO 81611 970-920-5438 ----- original Message ----- From: PCoublicworks,'@co.pitkin.co.us(mailto•PCpublicworks(aco.pitkin.co.usl Sent: Wednesday, March 28, 2012 11:01 AM To: Carla Ostberg Subject: Scanned from Pitkin County Public Works Reply to: PCpublicworks(@co.pitkin.co.us<PCpublicworks(@co.oitkin.co.us> Device Name: Not Set Device Model: MX -4501N Location: Not Set File Format: PDF MMR(G4) Resolution: 200dpi x 200dpi Attached file is scanned image in PDF format. Use Acrobat(R)Reader4.0 or later version, or Adobe(R)Reader(TM) of Adobe Systems Incorporated to view the document. Acrobat(R)Reader4.0 or later version, or Adobe(R)Reader(TM) can be downloaded from the following URL: Adobe, the Adobe logo, Acrobat, the Adobe PDF logo, and Reader are registered trademarks or trademarks of Adobe Systems Incorporated in the United States and other countries. http://www.adobe.com/ Sep 18 13 09:52a Jim Snyder 970-922-0669 p.2 fi Cl? CL rn m 4 cp NO O r E U) I M N LP O M OD CL N U) vwr Nt (_ /( -er4r-- t� ;3 r A.) 100 /w/,nA4u(c4 I Rp°SFS '40 6 u IOU ��lbR� O �O O /w/,nA4u(c4 I Rp°SFS '40 6 u