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HomeMy WebLinkAboutpitkin.eh.246721200004 (2002)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. 10 6 Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Ck Rd, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # () / o yq Parcel ID # 2467-212-00-004 Type of permit New( X) Repair( ) Addition to House( ) Name of Owner CDOT Colorado Department of Transportation Street Address 25011 Highway 82, Snowmass Property legal description Adjoined to Kathy Honea parcel Size of lot 2.5 acres Total square footage of the house NA: 3 office trailers Water source Private well # of bedrooms in house # of offices, lofts & similar sized rooms in house 6 offices per trailer Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 18 Offices/27 employees Permit information Designed by High Country Engineering Mailing Address 923 Cooper Ave, Glenwood Springs, CO 81601 Perc rate 30 Profile hole depth 9 ft Depth to groundwater or bedrock +9 ft Septic tank capacity 1,000 gallons Absorption area 777 sq ft: 30% reduc=544 sq ft Comments Septic permit approved per compliance with the engineer design and specifications dated and stamped 6/26/01. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Design is for a 1000 gallon two-compartment tank, dosing tank, and an infiltrator bed 6 units by 6 units for a total of 36 units. A 30% reduction in the size of the bed has been taken for use of infiltrator units. The service line extending into Roaring Fork Railroad Holding Authority property cannot be installed until there is proof of legal easement. The system is to be properly abandoned when the Snowmass Canyon Project is completed ( spring of 2006). I Documentation shall be submitted to this department. This department does not endorse any brand of products. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a min Permit approved by: Date: Plans and specifications of the propo d individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: Final Inspection Approval: J Date: 1.4 ASPEN/P �" IN ENVIRONMENTAL HEALTH DEP" TMENT APPLICATIWOR INDIVIDUAL SEWAGE DISPOMP SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5074 Name of OWNER EP :u O i tiJ n Owners Mailing Address f-' 8 2 - Business Business Phone: ?,70- ?2 %- S% Home Phone: Primary Contact Person (all communication regarding this permit will go through this person) Name I L A kc L -r- DQ / o a s Company AAes t-OA.sr-.rt-anon.1 A.)C Contact Mailing Address ,2 SO // l4cJ J9 2 - Business Business Phone : ?77-.39 70 Cell Phone : Fax': 970- %27— Parcel ID # (available from assessors omce at 920-5160 or at www.aspen.com/assessor� Street address of property 2 5 O// Qu 4je SLAC AIlA. Legal Description: of Block CPu=asF sc:C rrrnc�H�erOR.iou�.�G� — — ,Subdivision 3 oPF cr Size of lot: .2 - S acres. Type of proposed structure: 7xA LxYLs Size of bldg. envelope: y37o sF Total square feet of house(7pgA1.IrQ 3 7.Q.F/t.F2s�f of bedrooms in house -& # of offices, lofts & similar sized rooms in house 6 i' 4,+- 4, Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms in caretaker unit # of offices, lofts and caretaker unit cFFc.i_ Permit is for. New ome ( X Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water. Private well (x) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time of application. The remainder, If any, will be due in two stages: first, at the time of issuance of the ISDS permit second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cistems, drain tiles, irrigation ditches. lakes, water courses, streams, 0oodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of app 'can Date y 1 Received by Receipt # ! [ Date G:\eMisds\isdsa sds .doc b 1 c) 3 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMEN"r SYSTEM APPLICATION NOTE: SEPTIC PERNUT APPLA-A i 1UNt INFORMATION BELOW IS INCLUDED. The soils test and system design must be done by a Registered Professional Engineer. You should plan to meet with the RPE at your site to discuss'where the soils tests should be done to meet all of the County regulations and where you want to put your house. The RPE will be your contact for issues you want to discuss about your systems size and location The RPE should check each box to indicatWthe following have been submitted before the application can be accepted. El Completed application form Engineer design stamped by a RPE registered in the State of Colorado. (One set) E3Site map showing locations of, or stating that the following do not exist: all existing and proposed wells within setback distances (including on surrounding properties), contour intervals, all proposed and existing buildings, property lines, ditches, slopes of greater than 15 %, water lines, sprinkler systems, springs, suction (irrigation) lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, ponds, water courses, streams, floodplain, floodways, dry gulches, or existing sepric systems. This must include all such features on neighboring properties within setbacks. Complete building floor plans. Floor plan should be 11x17. (One set) Proof of adequate water supply: for private wells, recent well driller's pump test showing gpm actually produced, well permit showing legal supply, and test showing good quality; for community systems, proof there is adequate water for all houses served by the system; for other systems, proof of adequate quality and number of gallon/ minute. Well must be drilled before septic permit can be issued. Env. Health has been called to look at profile hole Percolation tests (make sure to do lesser of 3 holes or one/ 1200 sq. ft. of field Ea All ISDS Permit fees are $330. Tank only, fee $110. Please make check payable to: Pitkin County Environmental Health Department Copy of county approval (1041 approval, subdivision approval, etc.) Check if your septic system is within the building envelope and no part of the system is more than 30" above grade. If both of these conditions are not met, you must obtain written approval from Community Development before submitting this application. A WAIVER IS AVAILABLE FOR SUBMITTING A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT. Please ask the Community Development Department or -Environmental Health Department for further information. g, \ eh \ isds\ Lsd-ppm\ L dschdcdm • 0 Name: ParcelID#: Address: Date Person Spoken To Comments / Action to be Taken Initials Time 05 e. 32o D -t z side two • • 0 Out 0 P Page 1 of 1 To: Lance Clarke <lancec@ci.aspen.co.us> Subject Ames Construction Cc: I talked to Eric Marlof w/ Ames regarding the Noise Ordinance and his options. He will pass the info to Tony Ames and they will decide how they want to proceed. He thinks they will probably want a variance. I told him that he would have to set up a neighborhood meeting so that the neighbors understand what Ames want to do and so that they reach agreement to any variance Ames is granted I have not issued the septic permit I was holding it up until they get the Special Commercial Use Permit, but Eric questioned my hold up. What do you think? Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> [ITIVINKIIIII A May 8, 2002 Nancy MacKenzie: via fax: 920-5077 Pitkin County Environmental Health 0405 Castle Creek Rd., Ste. 10 Aspen, CO 81611 Re: Ames Construction, Inc. ISDS — State Hwy 82, Snowmass Canyon HCE File Number 2011060.59 Dear Nancy: On August 29, 2001, High Country Engineering personnel observed the construction of the ISDS for the Ames Construction, Inc. yard along State Highway 82 in Pitkin County, Colorado. One 1000 -gallon septic tank, one dosing tank, and 36 standard Infiltrator units had been installed in a bed configuration. No backfilling had taken place. Also, all necessary sewer and effluent line joints had been concrete encased and building setbacks were maintained. Please review the Record Drawing for this ISDS. The field was rotated 90 degrees for installation and the septic and dosing tanks were shifted 5' to the west. If you have any questions, or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. �RoNeal,. P.E. Project Manager Cc: Erik — Ames Construction, Inc.- 923 nc: 923 Cooper Avenue, Glenwood Springs, CO 81601 Telephone (970) 945.8676 - Fax (970) 945.2555 29975 14 Inverness Drive East Suite &144 Englewood, CO 80112 Telephone (303) 925-0541- Far (303) 925-0547 i�rJUNI.P ENG�NEfiP/NG October 3, 2001 Nancy MacKenzie: via fax: 920-5077 Pitkin County Environmental Health 0405 Castle Creek Rd., Ste. 10 Aspen, CO 81611 10 Re: Ames Construction, Inc. ISDS — State Hwy 82, Snowmass Canyon HCE File Number 2011060.59 Dear Nancy: On August 29, 2001, High Country Engineering personnel observed the construction of the ISDS for the Ames Construction, Inc. yard along State Highway 82 in Pitkin County, Colorado. One 1000 -gallon septic tank, one dosing tank, and 36 standard Infiltrator units had been installed in a bed configuration. No backfilling had taken place. Also, all necessary sewer and effluent line joints had been concrete encased and building setbacks were maintained. If you have any questions, or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING C. U Roger D. Neal, P.E. Project Manager RDN/djw Cc: Erik — Ames Construction, Inc: 923 cooper Avenue, �j Glenwood Sprigs, CG 91601 U Telephae (970) 9454676 - Few (970) 945.2555 14 lmerrien Drive EaR suite B-144 Englewood, Co 901 12 Telephone (303) 9254544 - Fix (303) 925-0547 0 Ll September 17, 2001 Community Development Department, Aspen/Pitkin County 130 S. Galena, 3d Floor Aspen, CO 81611 Attn: Mr. Lance Clarke RE: CDOT Project Snowmass Canyon Project No: NHB 0821-052 (12270) Ames Job Number 000613 AMES CONSTRUCTION, INC. 25011 HIGHWAY 82 SNOWNIASS, CO 81654 TELEPHONE: (970) 927-3870 FAX NO: (970) 927-3395 Subj.: Conditions for Temporary Commercial Use Permit, Dear Mr. Clarke, E 3 d1_,r'g Serial #:PITCO-02147 RECEIVED SEP 2 7 2001 PITKIN COUNTY ENVIRONMENTAL HEALTH Please find enclosed the following materials (10 copies each), presented by Ames Construction, Inc., to satisfy Condition 3 of the request for Temporary Commercial Use Permit presented to the Board Of County Commissioners on August 8, 2001: • Control Plan for Fugitive Dust and Erosion, with attached site plan. • Proposed Noise Mitigation Plan • Hazardous Materials Storage and Handling Plan In regards to Condition 2 of the Permit, Ames Construction, Inc. has successfully contracted and had installed a septic system to serve two of the three office trailers per plan, the third of which may or may not be forthcoming at a later date, pending the outcome of our attempts to secure an easement agreement for such purpose. The installed septic system was engineered, approved, and inspected by Pitkin County, and sized for three office trailers. Installation was completed on or about September 7h. Thank you very much for your consideration and understanding regarding this Permit. Please do not hesitate to contact me if you have any further questions or concerns (970-927-3870). Sincerely, 4 it Fo Q Tony Ames Ames Construction, Inc. Encls. Files: PITCO Outgoing An Equal Opp,ounily Employer OFFICES IN: BURNSVILLE, MINNESOTA • PHOENIX, ARIZONA • SALT LAKE CITY, UTAH 0 0 Lance Clarke, 03:50 PM 10/15/2001, Ames\CDOT Temporary Use Permit Conditions To: Lance Clarke <Iancec@ci.aspen.co.us> From: Nancy MacKenzie <nancym@ci.aspen.co.us> Subject. Ames\CDOT Temporary Use Permit Conditions Cc: BCC Attached: Lance, I have the following comments regarding the letter from Tony Ames dated September 17,2001: Condition 3 - Plans for Fugitive Dust, Noise Mitigation and Haz Mat Storage The plans are in accordance with what was required. The Environmental Health Department has not received any complaints about air quality or noise from the neighbors. Condition 2 - Install a sewage treatment system. The system has been installed and inspected by Env. Health. We have not been able to give'final approval' to the permit at this time. We are working with Tony to get a corrected as -built drawing that shows the location changes of some of the components that occurred due to site constraints. Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> 0 LIL June 28, 2001 Pill" County Environmental Health Department 0405 Castle Creek Road Aspen, CO 81611 Atm: Ms. Nancy MacKenzie, Environmental Health Specialist RE: CDOT Project Snowmass Canyon Project No: NHB 0821-052 (12270) Ames Job Number 000613 AMES CONSTRUCTION, INC. 25011 HIGHWAY 82 SNOWMASS, CO 81654 TELEPHONE: (970) 927-3870 FAX NO: (970) 927-3395 Subj.: Application for individual Sewage DiWosal System Permit. Dear Ms. MacKenzie: 0 H.p Serial #: PCE -01631 RECEI VED Jut 3 2001 SN"ROAM ' AU N TH Ames Construction, Inc. is submitting the attached engineered sewage disposal system to follow up on our previous application for an Individual Sewage Disposal System Permit. This design is submitted to replace the previous design and site plan to correct deficiencies. Regarding your initial list of items needing correction or action (attached), we have addressed each as follows: Item (1) — We have met at the site and consulted with Katherine Honea, previous owner of the property (sold then to CDOT), the well driller who dug the well for Shelton Drilling, and obtained a CDOT map with well location indicated, and all three corroborated the general location of the well as it is indicated on the attached design site plan. Our efforts to dig up the well have failed. We have since consulted with a former Kewitt employee who witnessed an approximate 20 -feet length of steel pipe well head pulled up out of the ground during site work as they were preparing this staging area for construction of the previous Hwy. 82 project. Since then, we have met with the Pitkin County Engineer, Bud Eylar, who is satisfied with the evidence presented concerning the abandoned well location, and suggested we conform to the offset distance requirements for design of the sewage disposal system as if it were a live well. This was incorporated into the redesign of the system. Item (2) — This parcel is still adjoined to parcel no. 2467-21-200004 (Kathy Honea, owner) according to the Pitkin County Assessor's Office. Apparently, this subdivision (which took place in approx. year 1998) is still pending. Items (3),(4),(5),(6) — Included in redesign. Item (7) — Handsinks are installed in all bathrooms, and well water was determined to be of good quality and potable. Item (8) — No vehicles will be parked or allowed to drive on the newly proposed leach field area per the redesign. Item (9) — Included in redesign. Page 1 of 2 Au Equal Opporluidry Eugdoyer OFFICES 1N: BURNSVILLE, MINNESOTA • PHOENIX, ARIZONA • SALT LAKE CITY, UTAH 0 0 Page 2 of 2 PCE -01631 June 28, 2001 Item (10) — The service line in question (extending into Roaring Fork Railroad Holding Authority property) will not be installed at this time. Ames Construction will apply to your office for a connection permit at a later date if a solution is reached. Item (11) — New percolation tests were performed at the location of the redesigned leach field. Thank you once again for your attention and consideration of this permit. If you have questions or concerns, please do not hesitate to contact either Tony Ames or myself at 970-927-3870. Sincerely, Tony Ames Ames Construction, Inc. Encls. Files: Pitkin County (Outgoing) Copy CDOT Faxed copy, Bud Eylar, Pitkin County Engineer ta Pitkin County Environmental Health Department Contact Log Sheet Name: 4 _ 7 Parcel ID#: Address: 2 Date Person Spoken To Comments / Action to be Taken Initials Time C,ct, r s LIZ 7 ti 0 . L(c/ / Z !j 0 April 9, 2001 Pitkin County Environmental Health Department 0405 Castle Creek Road Aspen, CO 81611 Attn: Ms. Nancy MacKenzie, Environmental Health Specialist RE: CDOT Project Snowmass Canyon Project No: NHB 0821-052 (12270) Ames Job Number 000613 AMES CONSTRUCTION, INC. 18450 E. 28TH AVENUE AURORA, CO 80011 TELEPHONE: (303) 363-1000 FAX NO: (303) 363-4101 Subj.: Application for Individual Sewage Disposal System Permit. Dear Ms. MacKenzie: • Serial #: PCE -1034 RECEIVID APR 1 1 2001 pITKIN COUNTY ENVIRONMENTAL HEALTH ter As previously discussed, Ames Construction, Inc. is applying for the above mentioned Permit to construct a septic system at 25011 Hwy. 82, Snowmass, Colorado. This tract of land is owned by the Colorado Department of Transportation (CDOT) and is currently used as a staging area for the above referenced construction project. Our intent is to serve three office trailers at this site with water/sewer service for restroom facilities for approximately five years duration. After this time, Ames Construction intends to abandon the system in a manner satisfactory to the Pitkin County Environmental Health Department. We respectfully ask for your assistance with these abandonment guidelines prior to installation of the system. In an effort to meet the requirements of the application process, I have attached the following items: • Letter from CDOT authorizing Ames Construction, Inc. to construct a septic system. • Completed application form with attached CDOT plot plan. • Engineer's design/report based on site Pere, test results, included (stamped by registered professional Engineer). • Site plan indicating well location, elevations, and building locations. • Building floor plans. • Copy of Well Permit. • Copy of Well driller's pump test results (volume and water quality). • Check from Ames Construction, Inc. in the amount of the application fee ($330). Thank you for your attention and consideration of this permit. We will schedule an inspection of a profile hole any time convenient for you. If you have questions or concerns, please do not hesitate to contact either Tony Ames or myself at 970- 927-3870. Sin ly, Fo /Z Tony Ames Ames Construction, Inc. Encls. Files: Pitkin County (Outgoing) An Equal Opportunity Employer OFFICES 1N: BURNSVILLE, MINNESOTA • PHOENIX, ARIZONA • SALT LAKE CITY, UTAH LI STATE OF*OLORADO DEPARTMENT OF TRANSPORTATION Region 3 — Snowmass Canyon Project Engineer P. 0. Box 365 Snowmass, CO 81654 (970) 927-3457 Fax (970)927-3424 Pitkin County Environmental Health 130 S. Galena St. Aspen, Colorado 81611 S.H. 82, Snowmass Canyon NUB 0821-052 S/A 12270 April 2, 2001 Re: Application for Individual Sewage Disposal System Ames Construction is authorized to construct a temporary sewage disposal system for the Snowmass Canyon Project per Pitkin County specifications. The system will be installed at the Snowmass Canyon Project Office location at Wingo Junction on a temporary basis. Attached is the application for individual sewage disposal system completed by Ames Construction. Ames is responsible for the design, construction, maintenance and abandonment of the system. The system should be abandoned no later than the Spring of 2006. Please forward the criteria for abandoning the system upon project completion. Please contact our field office with any questions at 927-3457. xc: File: 0201a, 0109d r5 Sincerely, Joseph T. Elsen Resident Engineer BY --� Edward Archuleta, Project Engineer 11 LU1�IITY ASPEN/PITHIN CO DEVELOPMENT DEPARWNT 130 South Galena Street Aspen, Colorado 81611 Phone (970) 920-5090 FAX (970) 920-5439 MEMORANDUM R�Cc TO: County Attorney J04 Z4D County Engineer 5 ? Environmental Health FNS/R p K/N C Pir 0 �Wingo Homeowners Association Reg'oanl Transportation Authority (Dan Blankenship) NMFNrq( HP Temple Glassier H FROM: Janet Raczak, Community Development RE: CDOT/Ames/Monow Temporary Commercial Use Permit Special Review Case No. P101-01; PID # 2467-212-00-001/003 DATE: June 29, 2001 Attached for your review and comments are materials for an application submitted by Tony Ames, Ames Construction, Inc. The Board of County Commissioners is schedule to review this application on August 8, 2001. Please return your comments to Lance Clarke, by Friday, July 27, 2001. PLEASE RETURN APPLICATION MATERIALS TO COMMUNITY DEVELOPMENT IF YOU HAVE NO FURTHER NEED OF THEM. Thank you. 7�y 3/01 1� y:ov�.t— )4za-t- 1LP June 13, 2001 Community Development Department, Aspen/Pitkin County 130 S. Galena, 3d Floor Aspen, CO 81611 Attn: I & Lance Clarke RE: CDOT Project Snowmass Canyon Project No: NAB 0821-052 (12270) Ames Jab Number 000613 AMES CONSTRUCTION, INC. 18450 E. 28TH AVENUE AURORA, CO 80011 TELEPHONE: (303) 363-1000 FAX NO: (303) 3634101 Subj.: Temporary Commercial Use Request Dear W. Clarke, Serial #:PITCO-1497 Please find enclosed our application for Temporary Commercial Use permitting for a portion of parcel no. 200003, and a second parcel owned by the Colorado Department of Transportation (CDOT) as indicated on the attached drawing Exhibit A). Planned use of these two parcels is to include staging operations, as summarized below, for the completion of the Highway 82 construction project referred to above. Planned Use Narrative — Portions of Parcel No. 200003 This parcel has been sectioned per the attached drawing (RE: Exhibit B) to include subareas A, B, and C. Access points are as indicated on the drawing off of adjacent roadways. If permitted, Areas A and C will be used principally for Ames Construction, Inc. employee parking (up to 50 vehicles), limited equipment parking (including dump trucks, service tracks, and misc. construction equipment), office trailer (occupied during working hours only), limited parts and materials storage, and light mechanical repairs. Parts and materials will include project consumables such as pipe, lumber, concrete forms, fencing, rebar, fabricated steel, etc. (no hazardous materials). Areas A and B will be used for screening, mixing, and storage of topsoil for use on the project. These operations will be ongoing and performed as needed during construction of the Project. Normally, operations will include topsoil screening to remove rocks (screen is permitted with the State of Colorado), deliveries of topsoil and commercially processed compost to be mixed with topsoil, mixing operations using a dozer and/or front-end loader, and removal of processed topsoil using a loader and dump trucks. Normal time of operations will be included within the hours from 6 am to 7 pm, daily, including weekends. Ames Construction, Inc. will continually strive to minimize disturbance or hardship of any kind to adjacent or local residents surrounding this parcel. This includes dust suppressant (accomplished with periodic water spraying with a water truck), which is the only known potential adverse impact to the surrounding area. The duration of use is anticipated to extend through year 2004, at which time the parcel will be restored to its original use and condition, or better. This will include removal of all equipment, materials, or debris, and restoration of grading and vegetation as required by owner. Planned Use Narrative — CDOT Parcel Use of this parcel will be primarily for office trailers (occupied during working hours only), with associated parking, and limited materials and/or equipment storage. CDOT has granted permission for Ames Construction to place a maximum of four (4) temporary living spaces (self-contained campers or trailers) which are not yet present. A temporary shop building with concrete floor has been constructed at the east end of the parcel which will serve as a mechanics and carpenters shop for An Equal Opportunity Employer 1'4 OFFICES IN: BURNSVILLE, MINNESOTA • PHOENIX, ARIZONA • SALT LAKE CITY, UTAH PITCO-1497 (Page 2) June 13, 2001 periodic form building, fabricating, and equipment repair. All activities are related to the Highway 82 Project and will be discontinued after the estimated completion year 2004. The temporary shop building will be removed, along with the concrete floor, and all office trailers, materials and equipment will be removed to the satisfaction of CDOT. Please see the attached site map for clarification (RE: Exhibit Q. Please find additional attachments which include a copy of a letter of agreement between the present Owner and Ames regarding use of Parcel No. 200003, and payment of application fee deposit in the amount of $570.00. Thank you very much for your consideration and understanding regarding our application. Please do not hesitate to contact me if you have any questions or concerns (970-927-3870). Sincerely, Tony Ames Ames Construction, Inc. Encls. Files: PITCO Outgoing 73041 Sao, G co co Z W W C. •r. w .p to CJ O 4 co O W � a + ID 1—�ri�'L`i'^. ` � • � _ _ � � �L� � � it Tj } z L� z 1 �i ♦ - t n I q4( ul - 4 ! j - L• � r, _ I— ! Z 4 L �� 1� 'ter �ti�4�� � .. �• _ _'�� _ - �r / / T 4 p r�� KESTER Df iC-`1 ptio; tQr My .c hNO2 �\` Sycp` DAR`! 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ANGLE Fk'J:11T NCNUNENi Q O 10 `T2 C t c \ \ 5AVMI E' wiTH YELLOW PLASTIC + ® CAVMI 9 TTNER 1336E WC W T IC' -de- i3' LJ POND �, Pw a- # .,xA zexs a z "k 1 z o 1- Q WW W li_ Lu F , 4 U ` C _O 1 W C GTI e� W `ot r O La8.�3 i Y S7 -Co 5:- N N 42'2S'33- u N 6041 STATE PROPERTY PER W 257,82- ` 1 RECEPTION NO 418641 t9SENENT E00K 25 PAGE 409 1� N � � co 0 3 I Q O 4 GvRNER� o�`G��.! Q�'et`� k�•h�. � F'Q �'p �9 •10 PARCEL y eP A a 6 A iS TA c pl I S� \ "k�Q8 9S ��O \gyp X10 �- P J� SURD I V NOT PART OF p �S oRpo�vs 3g;. �a .pk ARD - N 3c GN �+ A182 05'36-30- O\ F 0SI- i . p5 {SO, To _CLOUZO LAW va _.AST CO1&E y,- AW EC?L I S� \ "k�Q8 9S ��O \gyp X10 �- P J� SURD I V NOT PART OF p �S oRpo�vs 3g;. �a .pk ARD - N 3c GN �+ A182 05'36-30- O\ F 0SI- i . p5 {SO, To _CLOUZO LAW va _.AST CO1&E y,- AW EC?L A182 05'36-30- O\ F 0SI- i . p5 {SO, To _CLOUZO LAW va _.AST CO1&E y,- AW EC?L U d� o- `OCi Y6 a � o \I opt / yyy \ : •"" N� \ DRIVEWAY/PARKING �oFO w-� DRIVEWAY SHOP 0Jt0\NO o.✓ 'OF ,.,, EDGE OF EMBANKM — , ROAD PORTAt10N1 _ (TO HOAGLUNO RANCH ROAD) / �ppLpFu�°pa'� T � � / OPEav toocrp'1 / �E1AtE � Ag _ ofiHN'�SppRTAi�' W AMES I COOT PARCEL SITE PLAN, CONSTRUCTION JpC- c-- CDOT/CONTRACTOR OFFICE STAGING AREA e..ncm-a�Mw�sc.am.ic.s....a, •a.d: STATE HWY. 82 SNOWMASS CANYON NHB-0821-052 (12270) Sheet Rw,bns Date a•+w 26, oa.: Mac 2001 a.rgsa: 1' = 50' on.n ar ENM mmaer TRA AMES CONSTRUCTION, INC. 18450 E. 28TH AVENUE - AURORA, CO 80011 TELEPHONE: (303) 363-1000 ' FAX NO: (303) 363-1101 AGREEMENT BETWEEN AMES CONSTRUCTION INC. AND MR. MORROW This document is to formalize the agreement between Ames Construction Inc. and Mr. Bob Morrow. The provisions of the agreement are as follows. 1. Ames Construction agrees to pay an amount of $1,000 per month for the use of the property described below and in the attached drawing. - Area A and C will be available to Ames Construction until the trees in area B are relocated. - Upon the relocation of trees located within area B, Ames Construction will be allowed to use both areas B&C. (Approximate date of tree removal — 6/1/01.) - In the event Mr. Morrow requires the use of areas A, B or C, Ames Construction will vacate and Mr. Morrow will provide a comparable area for Ames' use. 2. Ames Construction agrees to return the property to its original condition when completed. 3. The payments will begin on 2/1/01 and will include the fust and last months rent 4. Ames Construction will be allowed to pump from the water storage ponds within the limits of Mr. Morrows' property. 5. Rent will be paid on the 1 rst of each month. (A $100 late fee will be assessed to payments diligent by more the 5 days. Ames Construction, Inc. agrees to indemnify and hold Mr. Bob Morrow harmless from any and all loss and expense by reason of liability imposed or claimed to be imposed upon Mr. Bob Morrow for bodily injury, including death, or any other loss of damage arising out of any act or omission of Ames Construction Inc., its employees, agents or subcontractors as a result of these above mentioned operations. Ames C0 t�uct]on, Inc. -S Author epresentative Title Dat Title O'tOK" Date: /61 An Equal Opportunity Employer C9 OFFICES IN: BURNSVILLE, MINNESOTA • PHOENIX, ARIZONA • SALT LAKE CITY, UTAH 9 • lance Clarke ,templeg,bude,10:06 AM 04/25/2001, Ames/CDOT site on Hwy 82 To: lance Clarke<lancec@ci.aspen.co.us>,templeg,bude From: Nancy MacKenzie <nancym@ci.aspen.co.us> Subject: Ames/CDOT site on Hwy 82 Cc: Tom Dunlop <tomd@ci.aspenco.us>,carla Block <carlab@(i.aspen.co.us> Bcc: Attached: Lance, Thanks for the invite, but I don't need to go with you all on Thursday to this site since I met out there yesterday afternoon with Eric Marolf and Ed Archelleta. Will just let you know some of the concerns I have and that I cannot issue a septic permit at this time (if everl) 1) An old well is near the vicinity of the proposed septic absorption field. The location is unknown and it was not abandoned properly. It poses a possible threat of contamination to the ground water table if the proper setback distance between this well and the septic absorption field & tank or a vault are not maintained. (And there is no way they can maintain the proper setback distance if they dont know were it is!) 2) If the trailers are allowed to remain on the trail or off their property, they needed to have a permanent easements for the sewer lines that will run from the trailers to the (ISDS) Sewage disposal system (if they can ever figure out a system that will meet setback requirements. I had several other concerns with the design (or lack of design) of their ISDS, but the two above are the ones that they will need to address first Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> a3 W Tom Dunlop, 09:27 AM O1108A91 , RE: Honea lot/CDOT Ames Contor Yard Page 1 of 2 X -Sender: tomd@commons X -Mailer: QUALCOMM Windows Eudora Pro Version 4.2.0.58 Date: Mon, 08 Jan 200109:27:38 -0700 To: "bude@co.pitkin.co.us" <bude@ci.aspen.co.us> From: Tom Dunlop <tomd@ci.aspen.co.us> Subject: RE: Honea lot/CDOT& Ames Contractor Yard Cc: county_eh@ci.aspen.co.us, John Ely <johne@ci.aspen.co.us> Bud, I suggest that a private firm be retained to do the environmental audit of the property. This is usually done by a person with a background in the exact requirements of a phase 1, 2 and 3 audit. There are companies in the area that do this kind of work. We are usually in a role of reviewing the audit done by a private firm. We definitely want to be involved in the discussion. Thanks, TSD At 02:19 PM 01 /05/2001 , you wrote: The property in question is owned by Colorado Department of Transportation and has been since they started the downvalley jobs a few years ago. The property has been used for office trailers and lab trailers since. When Lance, Nancy MacKenzie and I spoke with Ed Archuleta and Tony Ames about the future uses on the lot, the discussion centered on and was limited to the use for short term housing with camper trailers and the water and septic arrangements needed for Environmental Health approvals. There was no talk of Butler Buildings or other structures. In this case, this is a Butler building that is owned by Ames Construction and it will be used to cast concrete sections for the Snowmass Canyon job. Further it will be used by the company as a maintenance shop. At a minimum, the budding will be heated and lighted. I assume we would have the right to have building inspections done(?). I would also think, that we can get assurance from Colorado Department of Transportation that their contract with Ames will require the removal of all the building and its components as well as a restoration of the area. We may want to have EH do a base line look at the site to make sure there are no Hazardous Material onsite ore m e ground now and to epaluate it afterward We would want assurances from - -- Colorado Department of Transportation that they would be, or hold Ames responsibTe-, for any future Haz-Mat clean up in the future. Anyway, it looks like it will be there for the duration of the project. tiginal Message ----- Lance Clarke [SMTP:lancec@ci.aspen.co.us] Friday, January 05, 2001 12:02 PM John Ely Bude@ci.aspen.co.us; Joannas@ci.aspen.co.us :t Re: Honea lot totally. They told us what they wanted to do (then did something rent). It was explained as construction trailers and const storage . We pretty much decided that that would be hands off by Pitco. But Bud me they put up a Butler bldg. or something. have you heard from Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> 01/08/2001 Tom Dunlop, 09:27 AM 01/08*1 , RE: Honea lot/CDOT Ames Con*r Yard Page 2 of 2 ' At 10:46 AM 1/5/01 -0700, you wrote: >did we resolve the use by cdot contractors? >John Fly ()S Thomas S. Dunlop, Director Pitkin County Environmental Health Department 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 tomd@ci.aspen.co.us 970 920-5073 desk 970 920-5077 fax Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> 01/08/2001 50 0 50 "`((( 100 WIGIN SC1 E: 1' - 50' S43.18'54'E P.0.8.-21 20.13' P.O.B. TE -432 (`El SEC'S. 20 & 21 T. 8 S., R. 86 W., 6th P.M. PITKIN COUNTY OFFSET TABLE ® STATION OFFSET ® STATION OFFSET ® 1291+81.34 49.52' LT. (IR 1291+41.42 135.70' RT. 0 1297+99.06 49.94' RT. (a) 1293+54.83 154.57' RT. S43.18'54'E 718 1291+06.40 100.38' LT. ®5 1291+76.61 T4.60' RT. 64.52' TH 1290+86.26 100.40' LT. © 1298+18.93 59.95' RT. �tI2 BARTA PA. IMT (0 1290+53.96 383.19' LT. Q 1295+72.09 49.81' RT. TIE: AP -8 TRACT 56 I \ 435 PE -435 SIJBDIVLSION 21 1290+74.09 383.18' LT. ®8 1295+20.30 74.79' RT. BEARS: N41*40'31'W DIST: 3437437.8686' II \ ROBERT T. MORROW 1291+15.65 100.37' LT. 8® 1295+51.37 59.80' RT. _ PE -432 PART OF TRACTS 55. 64 ®2 1292+59.97 135.48' LT. ®0 1290+84.35 117.17' LT. -~ .1 \ SECTION 20 ®2 1295+17.76 131.35' LT. ® 1290+24.73 110.36' LT. N40.08'27�'E 1 - ®2 1291+38.61 383.15' LT. 821 1290+77.04 181.09' LT. 284.64 i .1 \`\ o,522T5.181' 1298+53.25 125.96' LT. ® 1290+17.43 174.28' LT. 432 PE -432 TE -432 1, �\ Fl'el 0+ ©2 1290+84.05 115.96' RT. (F21D 1303+96.04 60.94' LT. MOUNTAIN WEST TREES, INC- 1, i. 1� Y\` �p?� ®Z 1289+28.11 99.16' RT. 03 1303+80.00 162.06' LT. PART OF TRACTS 55. 64 SEC. 20 1 1, ! P.D.8.-36,, ? ®5 1291+45 45 155 97' RT 3 _ BEARING FREGI ON OI VI SI aN ppa,l- n0. SHHEE EET 'OTAA FOR DES RI PT'ONS OF 128.85' Nlll COLORADO STR 0821-029 UNIT 4 10 14 EASEMENTS E-1 THROUGH E-19 L-147 552'33'19'E 27.72' L-13 743.17'50-W 20.13' SHEET 6 OF 14, RIGHT OF WAY REVISIONS N37.11'39'W 156.86' EAST OF BASALT S46.41'18 -W 8/28/97 40pTpN OF TE -432 R N57.00'53'W TO BUTTERMILK L-15 N35.25'23'E 44.46' LINE TABLE LINE BEARING DISTANCE LINE BEARING DISTANCE L-131 N37.11'39'W 128.85' L-14 S71.20'08'E 31.23' L-135 540.0822-W 51.14' L-147 552'33'19'E 27.72' L-13 743.17'50-W 20.13' L-14 546.41'18'W 25.00' L-137 N37.11'39'W 156.86' L-14 S46.41'18 -W 9.86' L -1J8 N57.00'53'W 148.53' L-15 N35.25'23'E 44.46' L-139 N43'17'51 -W 9.25 L-151 N46'41'18'E 10.00' L-14 N43.17'51'W 69.14' L-15 S16.35'43 -E 22.24' L-141 535.25'23-W 65.12' L-16 S49.51 38'E 60.00' L-142 N43.20'14'W 61.40' L-16 540.08 22'W 64.34 L-14 N46.39'56'E 40.00' L-16 N49.51'38'M 60.00 L-14 N43.18'42'W 343.69' 1-16 N40.08'22'E - 61,34 L-14 N35.25'23'E 23.85' - 439 KATHERINE MONROE HONEA PART OF TRACT 64 SEC'S. 20 & 21 03 E -11.E -13.E -17.E -18.E-19 1'' 540.438 2Ph N P.O.B. PE -432.435 0 0® 130J+08.22 281.91 LT. - / N15.44'5,1 -E E-18 I.+ ,28<,. 64 P.0.8. PE -435.,' QD 1290+84.05 155.96' RT. 2109 1291+32.76 92.09' RT. - N/ - \ `� 137.60 P. O. B.-21 L-166 1 ','�� PE -43 -- __ BEARSAPN40T71COSSN 021 1300+24.58 176.48' LL �TM"Y / Y \\7,3797:-3529..65' TE -432 - - S42'25'33'E L-169 l U-138 \ 25T-. W -- S43.17'51'E _ f' U 1 1 � - =�A- � A 886.88 TT 0 1 L-1.7 ��=--j- N59.45'54'M 435 --Z28934�- -- - A- 24' OPP. 1 _ G _ 432 L-168 L-136 I H9 1 2 I A8 ul 1291+50 --x ----- -� --` L-440 N43.22'26'M x - R F O TIE: AP -2 TRACT 65 PART OF TRACT 64 SEC'S. 20 - EXISTING R-.O.W. _N431-17LSI-W i 886.78 " • _ �_ _ 1. -- - -- 543`18 2'743'11'7 196.32 / I'_ '� - - -. - G -1 -N69.05 _ L-146 �� 4T„• i 389.OJ2' f ST.! C-1 34 ;,10 Ci --� --- 86:86 L-43 'L5`l' a US`!- 766 78' 51 N38.17' 25'M - " --®5 ,.+i 'N78. 13 59 M E-436 L-142 _._114.24'- 86 81" pLA COQ. /ARC = 298.71' E.O.A. SOUTH c KaL�o pNXP AT lFOt , ✓- i� / CtAiU��298.42�52'NBIlk \� J="54Z!25'354 -� �4- -/ 439 ' ' N59.45' 54'W _ _ T 1 178.61' _ _ a 1435.4i -sl 102.31' P 98 N438' -39 4"E ©\.0.8. 23.00' -.47'W 267.56 - r \ „ _A V ' '04'J04 -W 83.69' P.O.B.-37 437 TE -437 PE -437 P.O.B. 434.1E-436 KATHERINE MONROE HONEA R F O TIE: AP -2 TRACT 65 PART OF TRACT 64 SEC'S. 20 & 21 - -BEARS: S52.34'47'E 1. DIST:'2274.89' 1 " 434 Q P.0.8.-38 P.0:8.-39 SOUTHERN PACIFIC TRANSPORTATION COMPANY f'3 P.O.B. 437.PE-431 P.O.B. TE -437 a. k. a. 0.& R.G.M. R; R. (Rat.I T` TIE: -AP -2 TRACT 65 TIE: AP -2 TRACT 65 PART OF TRACT 64 SEC'S. 20 & 21 BEARS: S53.29'44'E BEARS: 554.54'33-E E-13 DIST: 1837.93' 01ST: 1541.83' -2 C-3 C-4 C-5 ARC = 290.58' ARC = 139.85' ARC = 54.26' ARC = 47.22' GERALD D. WEBB - RADIUS = 766.78' RADIUS = 666.78' RADIUS = 666.78' RADIUS = 666.78' PART OF TRACT 55. 64 Ch = S70•37:18 -E Ch = N65'46'26'W Ch = S69.27'05'E Ch = N65.05'30W SEC. 20 E-13 288.85' 139.60' 54.24' 47.21' LEUW, CATME" /MK CENTENNIAL J (p K R I V E R x ^1� (, "- TIN". D. M_ _ _ _ B.O.A. R -3813I-72''- LT. LT. L - 631.46' Ch = 630.74' Ch Br = S48.04'44'E END R.O.W. PROJECT STR 0821-029 UNIT -A STA. 1303+96.04 = STA. 1303+96.13 ON PROD. BRF 082-1(23) HCl sFc� i� I� 2, TE_436 �o CHRISTOPHER H. SMITH PART OF TRACT 64 SEC. 20 E -13.E-16 June 26, 2001 Ames Construction Hepw,wlak Geoteci:nicai, Lc. 5020 CWt, Road 154 Glenwood Springs. Colorado 8:601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com Attn: Tony Ames 25011 Highway 82 Snowmass, Colorado 81654 Job No. 101 456 Subject: Percolation Testing, Proposed Septic Disposal System, 25011 Highway 82, Pitkin County, Colorado. Dear Mr. Ames: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. conducted percolation testing at the subject site to evaluate the feasibility of an infiltration septic disposal system. The results of our work are presented in this report. The work was done in accordance with our agreement for professional services to Ames Construction, dated June 19, 2000. A profile pit and three shallow backhoe pits had been excavated at the locations shown on Fig. 1. Percolation test holes were hand dug in the bottom of the backhoe pits. The test holes were soaked one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the profile pit and consist of about 1 foot of on-site clay fill materials and 5t/2 feet of stiff sandy clay with scattered cobbles overlying relatively dense, slightly silty sandy gravel with cobbles and boulders to the profile pit depth of 9 feet. The percolation tests were performed in the sandy clay soils. Groundwater was not observed in the profile pit and the soils were slightly moist to moist. Slotted PVC pipe was installed in the pit prior to backfilling to measure potential water levels. Percolation tests were performed on June 21, 2001 by a representative of Hepworth- Pawlak Geotechnical, Inc. The percolation test results are presented on Table I. The percolation test results indicate an infiltration rate between about 23 and 30 minutes per inch with an average of 25 minutes per inch. 0� 0 0 Ames Construction June 26, 2001 Page 2 If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. r�1 .,n00 REG�n. Jordy Z. Adamson,J�, P. o "- �� 2970 a Rev. by: DEH JZA/ksw �SS��NAL ENG\ attachments cc: High Country Engineering - Attn: Deric Walter CH -P GEOTECH J k \` RAILROAD - APPROXIMATE SCALE 1"=40' k\� \ EXISTING\ APPROXIMATE \C DOT \ PROPERTY \TRAILER \ LINE \#2 \ PROPOSED LEACH FIELD P 2 P i� r PROFILE �/ PIT /\AP1 EXISTING SHOP BUILDING / / APPROXIMATE PROPERTY LINE I101 456 I GEOTECHNICAL,HEPWORTH-PAWINC_ I LOCA110N OF PERCOLATION TEST HOLES I Fig. 1 I 9 ci H*ORTH-PAWLAI( GEOTECHNICANC. TABLE I PERCOLATION TEST RESULTS JOB NO. 101 456 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL )INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 46 15 8 7z 7 % 1 23 7 M. 7 7 6 6 '/z 5 '/ 1 5 %: 41/. 1 4 '/: 4 % 4 3 % M. P-2 39 15 81/. 7 1 % 30 7 6 % % 6 % 5 'h 1 5 %z 5 /z 5 4 4 '/z 4 %z 4 3 '/ /z P-3 Ll 47 15 8 7 '/: '/z 23 7 M. 7/: 7 6 %z % 6 %z 6 5: 6 5 '% 5 %z 4 'h 1 4 %z 4 %z Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on June 20, 2001. Percolation tests were conducted on June 21, 2001. The average percolation rate were based on the last three readings of each test. 3 �� 0 July 2, 2001 Pitkin County Environmental Health Department 0405 Castle Creek Road Aspen, CO 81611 Attn: Ms. Nancy MacKenzie, Environmental Health Specialist RE: COOT Project Snowmass Canyon Project No: NHB 0821-052 (12270) Ames Job Number 000613 AMES CONSTRUCTION, INC. 25011 HIGHWAY 82 SNOWMASS, CO 81654 TELEPHONE: (970) 927-3870 FAX NO: (970) 927-3395 Subj.: Application for Individual Sem Ve Disposal System Permit. Dear Ms. MacKenzie: i Serial #: PCE -01636 RECEIVED JUL 5 2001 PlTKJN COUNTY EWRONMENTAL HEALTH Ames Construction, Inc. is submitting the attached summary of Percolation Testing for re -engineered sewage disposal system at 25011 Hwy. 82. Please contact me if you have any questions (970-927-3870). Sincerely, Tony Ames Ames Construction, Inc. Encls. Files: Pitkin County (Outgoing) Copy COOT rfoAed copy, Pitkin County Original to Pitkin County An Equal Oppnrlunity Empinycr 3 ) OFFICES IN: BURNSVILLE, MINNESOTA • PHOENIX, ARIZONA • SALT LAKE CITY, UTAH 33 3 `( Form No. OFFICE OF THE&ATE ENGINEER GWS -25 COLORADO DIVI;ION OF WATER RESOURC 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303)866-3581 APPLICANT AMES CONSTRUCTION INC 18450 E 28TH AVE AURORA, CO 80011- rr7Gi 9illseYiA914111 =4 1095 Cj r- � WELL PERMIT NUMBER F _ DIV. 5 WD38 DES. BASIN MD APPROVED WELL LOCATION PITKIN COUNTY SW 1/4 NW 1/4 Section 21 Township 8 S Range 86 W Sixth P.M. DISTANCES FROM SECTION LINES 1600 Ft. from North Section Line 100 Ft. from West Section Line UTM COORDINATES Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Roaring Fork River, as an alternate point of diversion to the Basalt Conduit, on the condition that the well shall be operated only when the Basalt Water Conservancy Districts substitute water supply plan, approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. BWCD contract #362. 4) The use of ground water from this well is limited to sanitary use in construction/office trailers. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. 5) The maximum pumping rate of this well shall not exceed 15 GPM. 6) The average annual amount of ground water to be appropriated shall not exceed 0.1 acre-foot (32,585 gallons). 7) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 8) This well shall be constructed not more than 200 feet from the location specified on this permit and not less than 600 feet from any existing well. 9) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. APPROVED JD2 State Engineer No. z. 71 a STATE OF COLORADO For Office Only OFFICE OF THE STATE EKGINEER �9 ?00 821 Centennial Bldg., 1313 Sherman SL, Denver, CO 80203 (303)866-3581 Fax(303)866-3589 WELL ABANDONMENT REPORT Type or print in black ink- nkWell WellPermit Number of the well being plugged Individual/Company responsible for olugtling and sealing the well: NAMES) L°Ela�t 0F4 Qt -0 6t7 TP7K r Mailing Address _ 20L �'rTl�c FtNUL BIZ City, SL Zip 61LF6t >a &L -LD/ PtxM (10L) 1^ 6-7 ACTUAL WELL LOCATION: County Pmperty Address 7ek4 Pliny &= Pyt*i 1` (Address) (City) (State) (zip) -;VJ 1/4 of theme 1/4, Sec _ZL Twp.nn� N. or © S., Range �c' ❑ E or ©W, _�L' P.M. > Distance from Section Lines 1 Ft. From IL-1 N. or ❑ S., -00-- Ft. From ❑ E or ©W. tine. Subdivision Name Lot , Block _, R6ngfUnit I (we) report that an exsierg well was plugged and sealed for the foilowng reason(s): ❑ The well was plugged and sealed as reWred under Well Permit Number ❑ The well was not in use and was plugged and sealed. 714E 01tw(pleaseerylain) '`' , Ultt.,l . t -ISIS f�c I SX -7 J0 (-�l&l L enx7kllLJ r—* The date the well was plugged according to the Wale Well Construction Rules was k..r4 kl la' '3 tf The well was plugged with the following materials placed at the indicated intervals: Amount and Type of Material Method of Placement Interval i from -. teettDZ feet from .., reef to feet / \ : from feet to feet tt'D'� feet Intervals of casing removedfripped in feet feet to 6 feet I (we) have read the statements made herein, know the contents thereof, and that they are true to my (our) knowledge. Please print the Signer's Name & Title Signature(s) Date � / 410 It is the responsibility of the well owner to have the well property plugged and sealed. The Well Construction Contractor is responsible for notifying the owner of this requirement 71 a RPR 05 2002 15:26 FR RMES CONSTRUCTION 9709273395 T01W077 P.02/08 • Contract No. 39S. Mile Post J 5r,F: PRIVATE ENCROACHMENT LICENSE THIS LICENSE AGREEMENT is made and entered into this %t'f )- M), by and between THE ROARING FORK TRANSPORT.N I'!,!' AUTHORITY, hereinafter called the "Licensor," and Allies Construction. Inc.. I84.—iii 'C Avenue, Aurora, Colorado, hereinafter called the "Licensee." WITNESSETH, that RFTA, for and inconsideration of the covenants and a_reel tcnc., Licensee contained herein and upon the terms and conditions stated, hereby licenses and p•:n u: is i use of its property for temporary construction staging ("Temporary Staging Arca") wiihw r.: - t .i corridor ("Corridor") of RFTA, the Temporary Staging Area being more particularly dcarn .! depicted on the map shown as Exhibit A, and located at approximately milepost . ___ of the Western Rio Grande rail corridor in Pitkin County, Colorado, directly over the tall and State Highway 82. THIS LICENSE is expressly conditioned upon the performance by the Llconscc covenants and agreements hereinafter set forth, and it is also hereby stipulated that a RFTA of any breach of any such covenant or agreement shall in no way impair the ride litCt I ! i 8vail itself of any subsequent breach of the sane or any other covenant or agreenteni The 'temporary Staging Area may be used for the various construction V:rt,nr. activities by Ames Construction, Inc. to facilitate its contract for highway construction :tion Colorado State Highway 82. It is expressly stipulated that the Temporary Staging arca is t, . be a strictly private use and is not intended for public use, its use shall be limited ro Cl; Licensee, its family, guests, invitees, employees and those having business with the Licem, , The term "Temporary Staging Area" shall include th,, right to perform any of the arw 44t customarily associated with staging for highway construction. Licensee shall be rrquir, d comply with any order, regulation, rule or statute which may at any time be required b, ui Local, State or Federal law, or by any order of any Local, Stute or Federal ni ic, i . . regulatory board having jurisdiction over such matters. The temporary installation of a sewer line from the construction trailers on r.hr N: -i East side of the property to the temporary septic tank located on the adjacent property at,„ shown on exhibit "A" attached to this license. The sewage line must be removed and dra,,,,,, of upon the termination of this license. The licensee is wholly responsible for any leakagvc • i,16 or contamination resulting from the sewage line. Licensee shall provide proof of liability insurance for said sewer tine and that Rf i It i named a co-insured on the policy. Temporary Staging Ar::.i : 3� APR 05 2002 1526 FR AMES CONSTRUCTION • 9709273395 TO #077 P. 03/08 Licensee shall provide 55,000 performance bond to guarantee removal and cic:u Up '.t sewer and proved proof of this bond to RFTA by February 30" 2002. 1. Maintenance and Repair. The Licensee shall, at the sole cost and expemo t;( ;u Licensee, maintain the Temporary Staging Area in a safe manner, which prevents damage property and improvements. Licensee agrees to pay to RFTA reasonable sums incun•cd by K Fi repairing, revegetation, regrading or otherwise rehabilitating the Temporary Staging Ari;;, o„ license is terminated, if the Licensee has not returned the property to its pre -use condmoi;. of RFTA to rehabilitate the Staging Area shall in no manner or degree relieve tic L responsibility to RFTA or to other persons or corporations for the failure of the License 1- to p::. ; return the property to its previous condition. 2. Limitations on Rielits Granted. This License is without covenant of Citi'. p enjoyment and is subject and subordinate to a reservation of the prior and continuing right to all other uses of the Corridor, including the right to construct, use, maintain, repair, renew in RFTA's sole discretion any and all improvements, including without limuaw:n • overhead lines, pipelines, busways, trails and other facilities upon, along, over, under or .;::ros< or all parts of the Corridor, all of which maybe done at any time by RFTA without prr•)rc•ur• without liability to Licensee or to any other party for compensation or damages. '111k I i:,;;r..: subject and subordinate to all existing leases, licenses, easements, permits, claims of m is interests and as may in the future be modified, renewed or extended by ftf-TA, utclvaica: to .: . limited to any fiber optic cable. 3. License Fee. The Licensee agrees to pay to RFTA, in advance, the sum ,it 1, - on an annual basis beginning with execution of this agreement, for the License herein grante,; 4. No Interference with RFTA's Uses. The Licensee at the Licensee's expanse, :air,: i keep any track, busway, trail or other improvement constructed at the Staging Area clew; _ml from dirt, rocks and other material, and shall not damage or permit the damaging of am ;t;tcl busway, trail or other improvement on the corridor, orpemut any condition which RFTA dcicxrw in its discretion may interfere with the safe operation of locomotives, railcars, trains or odtct c•I . Z, or the use of any trail over the railroad corridor. RFTA acknowledges that Licensee lis •p .r temporary structures on the rails, and may continue to do so unless RFTA notifies Lccuxec u:a:t : License is terminated due to planned use of the Condor for transportation purposes. 5. Protection of Drainage. Any and all cuts and (ills, excavations or emhanhrn;:a, necessary in the maintenance for Licensee's use of the Temporary Staging Area shall he mal". „. maintained in such manner, form and extent as will provide adequate drainage of the T,;r,l,rr ;. Staging Area, the Corridor, and adjoining lands. Wherever any fill or embankment mai ?t •: :, t .. natural and pre-existing drainage from such lands, Licensee shall construct and maintain sr! ; 1'emportry Staging :\n:a : ,,_... 3P) RPR 05 2002 15:27 FR AMES CONSTRUCTION • 9709273395 TO 905077 P. 04/08 culverts or drains as maybe required to accommodate and preserve such natural and pry: . • -, drainage. 6. Environmental Protection. Licensee shall, at its expense, comply with all a f•p laws, regulations, rules and orders regardless of when they become or became effectin:, n without limitation, those relating to health, safety, noise, envirorunental protection. mraste df,1 and water and air quality, and furnish satisfactory evidence of such compliance uport rc.i_ .. RFTA with regard to activities on the Temporary Staging Area. Should any discharge, izc: spillage, emission or pollution of any type occur upon or arise from the'remporary Stagi result of Licensee's use, presence, operations or exercise of the rights granted hercunuca. shall immediately notify RFTA and shall, at Licensee's expense, clean all propctry aftiecic,- I to the reasonable satisfaction of RFTA (insofar as the property owned or controlled i.,\ concerned) and any governmental body having jurisdiction in the matter. RFTA may—ii clean RFTA's property of such discharge referred to above, and Licensee shall indenmi l . !. and hold RFTA harmless from and against all claims, liability, costs and expenses (includin,, limitation, any tines, penalties, judgments. litigation costs and attorneys' red consultant , r :: •. expenses) incurred by RFTA as a result of any such discharge, leakage. spillage, pollution by Licensee. 7. Protection of Underground Cable. Licensee acknowledges that Communications Corporation or its successor has an easement for underground cable oio,% ,. Corridor and that fiber optic cable is buried through the Corridor and possibly under Staging Area. Licensee, at least five (5) days prior to performing any excavation acti v iu:::; .;n Corridor or Temporary Staging Arca, shall notify RFTA ai (970) 704-9252 and shall rot,:, owner of the fiber optic easement (name and number provided by RFTA). Prior to bcguvon excavation work on the Temporary Staging Area, Licensee shall de(cmlinc telecommunications system is buried on or about the Temporary Staging Area, the nam. telecommunications company(ies) involved, arrange for a cable locator, determine .,; i ,• arrangements for relocation or other protection of the fiber optic cable is required and shall RFTA. Any such relocation or protection shall be at Licensee's expense. g. Protection of Trail and Conservation Easement. Licensee acknowledges brat Corridor is subject to and encumbered by a perpetual covenant running with the land lwhi State Board ofthe Great Outdoors Colorado Trust Fund for the protection of the Consc; k iu r,, : •. Trail Values. The Licensee agrees not to undertake any further constniction activuy Corridor other than customary staging activities and removal of the Temporary Staging.4rc.+ first obtaining the written approval of RFTA. The notice address for RFTA and is as titin- r. RFTA c/o Corridor Manager P.O. Box 1270 35 'temporary Staging .)i(;. RPR 05 2002 15:27 FR AMES CONSTRUCTION • Carbondale, Colorado 81623 9709273395 TO 9205077 • P. 05/09 9. Any Future Work to Require Permit. The Licensee shall not enter upon the, i i. except for the purpose of customary staging activities and the purpose of removing the T' 1w M Staging Area without special written permit first had and obtained from RFTA, except iu . Ls,;, 'i 0 emergency when work is necessary to avert injury to persons or loss or damage to prop,, I; • i' work of maintenance, relocation or removal shall be done by the Licensee in such m.unr cause no interference with the constant, continuous and uninterrupted use of the buildings or other improvements of RFTA now in place or as may be installer) in the titturc 1>� l:. in RFTA's discretion. 10. RFTA's Right to Alter. Relocate, or Remove. This License shall not be nu„! . give the Licensee exclusive possession of any part of the premises described, but RFTA ::I,.i i . the unimpaired right to construct, maintain, repair, relocate or remove track, trails, h,ul,llw appurtenant structures or other improvements deemed appropriate in RFTA's discretion wind rn shall be done or suffered to be done by the Licensee at any time that shall to any manner urh. usefulness or safety of any property of RFTA or of any track, hail, building or appurtenant .;rs:•. or other improvement to be hereafter constructed. RFTA shall have the right at any arui air hereafter to construct, maintain and operate such additional tracks, trails, buildings. appu..,._ structures or other improvements where the Temporary Staging Area is located, as RFT t c;,; • time to time elect. If the Temporary Staging Area is not removed when this license is, L no ...... may remove or cause the same to be done at the cost of the Licensee. 11. Liens. Licensee shall pay in full all persons who perforin labor on the "1'nutp+ Staging Area for Licensee and will not allow any mechanics' or matenaltrien's liens to be against RFTA's Corridor or the Temporary Staging Area for work done or materials iiirri,: d Licensee's instance or request. If any such liens are tiled thereon, Licensee agrees tu Ern;:• . .: same at Licensee's own cost and expense and to pay any judgment which may be enteral ii,. thereunder. Should Licensee fail, neglect or refuse to do so, RFTA may pay any amount Eclat release any such lien or liens, or to defend any action brought thereon, and to pay guy Ir,,;,,,,:,. entered therein, and Licensee shall be liable to RFTA for the payment of any such hens , pic:.,r:. .i and any and all costs, expenses, damages, attorneys' and consultants' fees and expensed,, other amounts expended in defending any such proceedings. 12 Licensee's Assumption of Liability. The Licensee assumes the entire bnr.1_:; duty of preventing the use of the Temporary Staging Area by any persons, firms or other than those mentioned herein for whose benefit the Temporary Staging Area is Licensee assumes all liability for damage to or destruction of property, injury to or th.: ,+c w: persons resulting from the use of the Temporary Staging Area by persons other than those tot benefit the Temporary Staging Area is licensed, or resulting fiorn the failure on the hart n Licensee to maintain the Temporary Staging Area in safe condition. fenporary Stagine Aacs: . RPR 05 2002 15:2B FR RMES CONSTRUCTION • 9709273395 TO 95077 13. Indemnification. The Licensee shall at all times protect, indemnify, defetat am l RFTA harmless from any and all claims, demands, judgments, cost, expenses, and all every kind and nature made, rendered or incurred by or in behalf of any person or C.:rpol ,r, . whatsoever, in any manner due to or arising out of any claim for injury to or death of an\ ir_•r..t any claim for damage to property of any person or persons whomsoever, including thr para and their officers, families, servants and employees, in any manner arising from or ut rr n the construction, maintenance, operation, repair, extension. renewal, existence, use or real•; , ,t1. Temporary Staging Area, or the failure to properly construct, operate, maintain, renew or rt mo same, and from all costs and expenses, including attorneys' and consultants' fees and a,.l. • ... connected in anyway with the matters and things contained in this License Agreement. right of supervision by RFTA of the location, installation, operation and the mamtenaw,.<:.. l -i Temporary Staging Area, not the exercise or failure to exercise the right, nor ale appruval er to disapprove, by RFTA of the location, installation, operation and maintenance of the Staging Area, nor the election of RFTA to repair, construct, reconstruct or remove thi who u, pan of the Temporary Staging Area, shall be deemed a waiver of the obligations of tn: L -,. n_:. contained in this License Agreement, expressed or implied. 14. RFTA's Right to Terminate License. If the Licensee shall fail to aperm: , maintain or remove the Temporary Staging Area in accordance with the terms of tht:, I Agreement and to the entire satisfaction of RFTA, or shall fail to pay to RFTA any Liam; - any other sum of money for the construction, repair, extension, renewal, relocation orremov,-.; "temporary Staging Area, or shall fail to adjust the Temporary Staging Area to any chats; c ,u:,1 RFTA, or shall in any respect fail to keep and perform any of the conditions, stipulation.., c . • I ,: •:, and provisions of this License Agreement to be kept and perforated by the Licensee, t1ti::. Agreement shall at the option of RFTA be void and of no effect; and this License shall cease and terminate and RFTA shall have the right to remove the Temporary Sta,,ur; restore the right of way and premises of RFTA at any time thereafter at the sole e:cpen:: , Licensee. Any termination hereunder shall be effective ten (3(1) days following none.- dvlt Licensee. Any notice herein provided for shall be deemed given and delivered if envelope properly stamped and addressed to the Licensee at Licensee's last known IS. Licensee's Duty to Remove Temporary Staging Area Upon Termination. thirty days after the abandonment or termination of this License, the Licensee, at Ltcut ::r' expense, shall, if RFTA so desires the Licensee to do, remove the Temporary Staging Arca to u i appurtenances and restore or construct the premises of RFTA, including all tight -of -wav drains, to a condition which will be satisfactory to RFTA, and if the Licensee fails to do R' may do such work of removal, restoration and construction at the expense of the l..tun,c,: r :.. event of the removal of the Temporary Staging Area as in this section provided, RFTA sh,.i1 liable to the Licensee for any damage sustained by Licensee for or on account of such renw%.,i such removal shall not prejudice or impair any right of action lbr damages or otherwise %A. -hi. 1, i; I may have against the Licensee. temporary Staging Arca q RPR 05 2002 1528 FR RMES CONSTRUCTION 9709273395 TO W77 P.07i08 • 16. License Non -Assignable. The Licensee shall not assign this License or ant; therein directly or indirectly, nor encumber the same without the written consent of R.FT:+, and obtained. The covenants, stipulations and conditions of this License shall extend tl:. binding upon RFTA and, if assigned, its successors and assigns, and shall extend to and b_ lo;k' ; upon the Licensee and the heirs, administrators, executors, successors and assigns of thL .r, rni 17. Headings. The section headings contained in this License Agreement are convenience only and are not intended to in any way affect the meaning or interpretation section or provision of this License Agreement. 18. Governing Law. This License Agreement shall be governed and can%r;!.:; i accordance with the laws of the State of Colorado. 19. Amendments and Waivers_ No amendment of any provision of this L::j r:,_ Agreement shall be valid unless the same shall be in writing and signed by RF'f A. No lai% c. c: RFTA of any default or breach of any covenant or agreement hereunder shall be deemed to .:.eta : t. i t any prior or subsequent default or affect in any way any of RFTA's rights arising b'. vtrUtr prior or subsequent default. 20. Severability. Any term or provision of this License Agreement that is held -r. :1 CI,,. of competent jurisdiction to be invalid or unenforceable shall not affect the validity or enllor.: or: i,� of the remaining terms and provisions of this License Agreement. 21. Entire Agreement. This License Agreement constitutes the entire agreernow the parties and supercedes all prior understandings, agreements or representations amor,tj il11= written or oral, that may have related in any way to the subject matter hereof. IN WITNESS WHEREOF, the parties hereto have executed this License Agrc.--nw: i STATE OF COLORADO L19 LICENSOR, ROARING Ft 40; TRANSPORTATION AUTHORITY By:..._ Mi9i crines. Corridor Mana er Temporary Staging Ai . -:i RPR 05 2002 15:29 FR AMES CONSTRUCTION 40 COUNTY OF ) 9709273395 TO X5077 sm The foregoing instrument was acknowledged before me this av�dfa`ii if 2000 by Mike Hermes, Roaring Fork Transportation Authow� . My commission expires. Witness my hand and official seal. LICENSEE AMES CONSTRUCTION, INC. .. �e ... 13y: (ry epi- Ca••nr�T (title) )gin w_(print name) STATE OF COLORADO ) COUNTY OF ?i'rK t^�' ) The foregoing instrument was acknowledged before me this 17. :,1 r29fA—, by —� , ...r A ,, r • .1 �.. • _ �, " -.1.... F .. . 2C i' L My commission expires My G=m;ss,cV Witness my hand and official sea). Notary Publi Temporary Staging r1r.a ** TOTAL PAGE.Oe ** Ames Construction, Inc., Prime Contractor State Hwy. 82 Snowmass Canyon Project CDOT Project No. NHB 0821-052 (12270) September 5, 2001 CONTROL PLAN FOR FUGITIVE DUST AND EROSION FOR MORROW AND CDOT PROPERTIES (State parcel ID nos. 2467-212-00-003 and 2467-212-00-002) Introduction The following is an overview of the control plan to prevent or minimize dust or other particulate emissions and prevent or contain erosion from storm water runoff at the Wingo Junction office and staging area, consisting of a CDOT owned parcel and a portion of Morrow owned property, referred to above. The CDOT parcel, located at 25011 Hwy. 82, is located adjacent to a portion of the Morrow property which is leased and used by Ames Construction, Inc. The entire area is located near mile marker 25 of State Highway 82 and just off Hoaglund Ranch Road. The properties consist of approximately 8.2 acres of lightly vegetated property that is currently being used for staging, office, employee parking, and storage activities related to the construction of the above mentioned highway 82 project through Snowmass Canyon. Activities also include the processing and storage of topsoil excavated from the Project, to later be incorporated back into the work throughout Snowmass Canyon. Planned Mitigation Procedures Operations expected to yield dust or emissions are considered to be the following: • Hauling, processing, and stockpiling of topsoil. • Employee, delivery, equipment, and other vehicular traffic traveling into and out of the site. • The topsoil stockpile itself if allowed to dry in windy conditions. • Earthen areas stripped of vegetation. Vehicular traffic shall be largely confined to on-site roadways, either paved or unpaved At the present time, all road surfaces are graveled or dirt. Planned improvements include HBP pavement to the CDOT parking and site entrance road surfaces (as approved by CDOT) following installation of a leach -field sewer system and service lines. No such improvements are planned for the Morrow property. Dust suppressant measures for gravel and dirt traveled ways will be accomplished using a 4000 -gallon water tanker truck. It is anticipated that well -traveled roadways will require approximately 3 to 7 sprayed -water applications to the entire traveled surface throughout a typical work day. During extremely hot and dry weather conditions, magnesium chloride application will be applied to the main site entrance to reduce the demand on the water tanker truck for other operations, as needed. Stockpile dust and erosion mitigation will be accomplished with the use of the water tanker truck through repeated sprayed -water applications prior to application of tack and mulch to the surface of the stockpile. Portions of the stockpile have already received this tack and mulch application, which has proven effective in stabilizing the pile surface. q <-/ Other dust suppressant measures shall include the preservation of existing vegetation and continual maintenance of the water source (pumped and/or hauled). Where vegetation has been traveled over, sprayed -water applications and mulch and tack will be applied as dust and erosion control. Erosion control measures have been placed on site to prevent damage from surface runoff and excessive flows into the existing drainage system, as indicated on the attached drawing. These measures include extensive use of silt fence, grading, barrow ditches, culverts, berms, etc., to prevent silt and debris from infiltrating and plugging drainage ways and/or flowing from the site. Erosion from excessive flows have been controlled by rip -rapped drainage ways and drop structures. This overall plan will be revisited and revised as needed to meet the requirements of the types of conditions that develope, and the methods being employed. 0 0 Ames Construction, Inc., Prime Contractor State Hwy. 82 Snowmass Canyon Project CDOT Project No. NIM 0821-052 (12270) September 5, 2001 PROPOSED NOISE MITIGATION PLAN FOR MORROW AND CDOT PROPERTIES (State parcel ID nos. 2467-212-00-003 and 2467-212-00-002) Introduction The following is an overview of the control plan to prevent or minimize excessive or nuisance noise emanating from the site and disturbing surrounding residents or occupants. The site is located at Wingo Junction and consists of a CDOT owned parcel and a portion of Morrow owned property, both referred to above. The CDOT parcel, located at 25011 Hwy. 82, is located adjacent to a portion of the Morrow property which is leased and used by Ames Construction, Inc. The entire area is located near mile marker 25 of State Highway 82 and just off Hoaglund Ranch Road The properties consist of approximately 8.2 acres of property that is currently being used for staging office, employee parking, and storage activities related to the construction of the above-mentioned highway 82 project through Snowmass Canyon. Activities also include the processing and storage of topsoil excavated from the Project. Planned Mitigation Procedures Operations expected to produce noise are the following: • Operation of unloading equipment (forklifts, front-end loaders, etc.) for deliveries. • Topsoil processing (mechanical soil screening equipment, front-end loaders, dozers, and dump truck traffic) • Vehicular traffic noise due to employee parking daily visitors, delivery drivers, and employee traffic. • Tandem truck traffic parked nightly at site. • Equipment repairs performed on site (limited scope work). Planned mitigation will include preventative measures as well as facilities constructed to lower excessive noise pollution to the surrounding areas_ These measures will include limiting Work and possible noise generation to only those hours permitted by Pitkin County environmental regulations for construction activities (between 7:00 am and 7:00 pm). Ames Construction, Inc. has and will continue to respond to any complaints received concerning excessive or annoying noise to surrounding residents. As a result of this, topsoil operations have been limited, by Ames, to the hours from 8:00 am to 6:30 pm. Other activities, such as mechanical repairs, will be performed inside or around a temporary shop building which is surrounded as well by a close -mesh green fence which helps to block noise and viewing from adjacent residents. Ames Construction personnel feel confident that any complaints from surrounding residents concerning excessive noise can be dealt with and solved in an effective manner. ULP 0 0 Ames Construction, Inc., Prime Contractor State Hwy. 82 Snowmass Canyon Project CDOT Project No. NHB 0821-052 (12270) September 5, 2001 HAZARDOUS MATERIALS STORAGE AND HANDLING PLAN FOR MORROW AND CDOT PROPERTIES (State parcel ID nos. 2467-212-00-003 and 2467-212-00-002) Introduction The following is an overview of proposed methods and storage facilities to safely handle and store hazardous wastes at the Wingo Junction office and staging area, consisting of a CDOT owned parcel and a portion of Morrow owned property, referred to above. The CDOT parcel, located at 25011 Hwy. 82, is located adjacent to a portion of the Morrow property which is leased and used by Ames Construction, Inc. The entire area is located near mile marker 25 of State Highway 82 and just off Hoaglund Ranch Road. The properties consist of approximately 8.2 acres of lightly vegetated property that is currently being used for staging, office, employee parking, and storage activities related to the construction of the above mentioned highway 82 project through Snowmass Canyon. Activities also include equipment mechanics shop work and storage of related materials, many of which are considered "hazardous" materials. On September 4, 2001, a site inventory of materials considered "hazardous" was performed by an Ames Construction, Inc. employee, listing the following: 1. Approximately 3000 gallons of diesel fuel. 2. 75 gallons of 15/40 wt. engine oil 3. 50 gallons of 50 wt_ engine oil 4. 75 gallons of 30 wt. engine oil 5. 80 gallons of 90 wt. gear oil 6. (2) cases starting fluid 7. (3) cases air break antifreeze 8. (3) cases glass cleaner 9. (2) cases 15/40 wt. gallon containers engine oil 10. (2) 55 -gallon drums 90 wt. gear oil 11. 200 gallons used oil Storage Plan Ames Construction, Inc. has adopted and enforces an extensive safety program, which addresses and enforces applicable rules and regulations regarding the use and storage of hazardous materials. The safety program also provides training of employees regarding the proper use and handling of such materials. Ames safety personnel have compiled a site specific Safety, Health and Environmental Action Plan which is available for inspection on site. This document contains guidelines for hazardous material personnel training, handling and storage to satisfy Federal, State, and Local agency requirements At the present time, storage of the above items are as follows: 4� • Items 1 thru 5 (above) are stored in approved double -walled (secondary containment system) steel tanks, trailer mounted for transport of dry facility "fuel island", currently parked within the shop yard area on site. • Items 6 and 7 are stored inside a storage trailer, parked on-site within the shop yard area • Items 8 thru 9 are stored inside the shop building. • Item I 1 is stored within 2 holding tanks, double -walled (secondary containment system) and manufactured for the purpose, located within the shop yard area. Mar -31-01 12:48P S1LUELSON PUMP CO. INC. • P.O BOX 297 WATER SYSTEMS GLENWOOD SPRINGS SALES, SERV CE & INSTALLATION COLORADO 6i 602 945-6309 March 30, 2001 Ames Construction 18450 E. 28th Ave. Aurora, Co. 80011 R.E. Well Test FAX # 927-3395 Attn: Eric P-01 On March 27, 2001 a well test was conducted on a new well to serve the Ames construction trailers and CDOT for the Snowmass Canyon Project. The following information was obtained: Well Depth -------------------------------------120'-0" Casing size (top) ----------------------------- 7"(steel) Standing water level ----------------------------52'-6" Total test time ----------------------------------4 hrs. Drawdown ® 15 gpm--------------------------- 53'-2" Production is greater than ---------------------15 gpm. This test was conducted with a Grundfos 3/4 hp. submersible. The well recovered back to 52'-8 3/4" in 60 min. 1f you have any questions please call me, Raun Samuelson at 945-6309. Sincerely; 5 Raun Samuelson yq MAR 31 2001 15:27 PRGE.01 12.48P S� USAW 13 T S '1 rd. anladr C� ttl � COLOI~ O0 A M ' O rEyan COACH T%M OMI CM#tft peen im Ml OOOcau 'OLCD►IrRZ a" himmum ri MAR 31 2001 15:27 PAGE.02 :�:;::•-�;t`�'=�� '' BTUIoaND p(•• KWATMT13T A aW9=a wlnanor Oa711eT '• YPoWraa W9=SOt00S MMA I � PA KK SM- Ma" MUM00 f1I16 L" OIDPW '• `' '?,;:.:'" CaMta/nmr+1. c InouraiaarnsnoarSTMSAW Anna IMOrCOtONOr. 1 Iprroc L.Mf 1 1Mro=10IM 1 ate gm ruuc • �� SUPLE yp1l;NWVNaRrQ1OMaMor MOWUM,.SANK&*tLKDOCAPOm Y . MRLl�WA 7 � •OOtfaS - Crr'aSL7E noE 1R MLvps MNI rw L"Wot swum asftcM1 mrC COW"14 �,.t•roo.sOw Oa trs S� USAW 13 T S '1 rd. anladr C� ttl � COLOI~ O0 A M ' O rEyan COACH T%M OMI CM#tft peen im Ml OOOcau 'OLCD►IrRZ a" himmum ri MAR 31 2001 15:27 PAGE.02 0 0 MEMORANDUM To: Lance Clarke, Community Development Department From: Nancy MacKenzie, Pitkin County Environmental Health Department Date: July 30, 2001 Re: CDOT/ Ames/ Morrow Temporary commercial Use Permit Special Review Parcel ID # 2467-212-00-001/003 The Pitkin County Environmental Health Department has reviewed details of the CDOT application under the authority of the Pitkin County Land Use Code and has the following comments. ADEQUATE PROVISIONS FOR WATER NEEDS: Sections 2-170 and 3-70-100: •Itis the policy of the County to insure the availability of a water supply of adequate quality, quantity, pressure and dependability for fire protection and support of a proposed land use prior to approval of the use. The County shall require land uses to hook up to existing public systems if service is available." (Prior code 2-17) Ames Construction has obtained a well permit from the Colorado Division of Water Resources and has constructed a well to serve the Ames construction trailer site. They have provided a water quality test that indicates there is no coliform. A condition of approval for this application is: None SEWAGE TREATMENT AND COLLECTION: Sections 2-180 and 3-110-050: "ft is the policy of the County to ensure that adequate sewage treatment facilities are available to serve existing and new developments. Any proposed system most be shown to be financially feasible considering a reasonable tax base and other legal criteria prior to approval of any land use." (Prior code 2- 18) The applicant has submitted a completed application for a septic system permit designed by a Registered Professional Engineer. This Department has analyzed and review the proposed septic system design and is ready to issue a septic permit as soon as the applicant receives their Temporary Commercial Use Permit from the County. The application is for a maximum of three trailers with 6 offices in each trailer. A condition of approval for this application is: The service line extending into Roaring Fork Railroad Holding Authority property will not be installed until there is proof of legal easement. 5 1 r.N ". w.y'w Purer 0 0 The system is to be properly abandoned when the Snowmass Canyon Project is completed (spring of 2006). Documentation shall be submitted to this department of proper abandonment. WATER RESOURCES IMPACTS: Sections 2-140 and 3-70-050 and 3-70-100: "It is the policy of the County to preserve and protect its present water resources, recognizing the County's semi -arid character and that significant transmoumafn and transbasin diversions and the vested rights of senior appropriators in the basin have materially curtailed the availability of an already scarce water resource. To this end it is the policy of the County that no land use be initiated which would adversely affect the quantity, quality, or accessibility of the County's water resources; or which would occur at the expense of established water -dependent agricultural activities; or which would result in increased salinization of water resources, loss of minimum stream flows, further destruction of wildlife habitat, or major expenditures to reacquire or redistribute major water resources. It is also the policy of the County to maintain a natural vegetative buffer along its surface waters such that the surface and groundwaters of the area are not encroached upon by land uses or other human activities which could cause deterioration of water quality or impair the natural treatment processes provided by meadows and wetlands." (Prior code 2-14) The Environmental Health Department will be addressing impacts on down stream water quality. This application should not impact down stream water quality if the setbacks between the septic system and physical features comply with the Pitkin County Individual Sewage Disposal Regulations. The Environmental Health Department's mission includes preserving and protecting the quality of Pitkin County's water resources. Since a large percentage of the population is dependent upon water from wells, elimination of groundwater pollution, and protection of aquifers and their drainage areas are of utmost importance. Roofs and asphalt areas can be non -point sources of water discharge that can contaminate water supplies. This Department recommends that non -point sources of discharge be retained on the property of origin. To accomplish this, the owner can use landscaping, drainage patterns, detention ponds, and/or dry wells for containment of water runoff from buildings. AIR QUALITY: Sections 2-130 and 3-60-020: "It is the policy of the County to permit only that development which will not degrade air quality." This project will be taking place outside the Non -Attainment Area boundaries. FUGITIVE DUST This is an extensive project and activities such as screening, mixing, and storage of topsoil, and truck traffic will impact adjoining neighbors and/or roads. Blowing dust from dirt tracked out onto Hwy 82 has been a problem in the past in this area. A Fugitive Dust Pan is required. The measures must prevent windblown dust from blowing off the property or creating a nuisance. This plan must include, but is not limited to; fencing, watering of haul roads and disturbed areas, daily cleaning of adjacent paved roads to remove mud carried out by trucks, speed limits, graveled roads, or other measures.. The Environmental Health Department must approve the Fugitive Dust Plan. NOISE The application states that normal operations will be from 6 am to 7 pm, daily including weekends. 5 l PnNN "n Rny. W Pert The Pitkin County Noise Abatement Ordinance includes the provision that no construction noise is allowed in residential districts between the hours of 7pm and lam, and no noise is allowed on Sundays and federal holidays. (This is just a summary. Please refer to Pitkin County Code Title VIII for further details.) CONFORMANCE WITH OTHER ENVIRONMENTAL HEALTH LAWS: Section 2-70: ^It is the policy of the County to consider whether approval of uses or development of lands within Pitkin County is consistent with applicable laws of the United States of America and the State of Colorado." (Prior code 2-7) This Department is not aware of any issues of concern regarding other environmental health laws. Pn.W .. R,,W Pm (EXISTING POND) i Ll \ \ \ \ _ e R '_cs '`-'�+jaa, ...... ...... — —\ — —. — ----------------- __ I \ — —._ — i + 1Q5XSTIN KENNEL) F —LIMITED YARD STORAGE - \ 5 \ ---� L1 /v ,. \ ,-YARD STORAGE-� _-------- I 1 \ —_ / A/ \ YARD STORAGE ACCESS ROAD ----.---------- \ 1. f �,-YARD STORAGE I go 0 I 1 00, /YARD STORAGE / 1 TOPSOIL PROCESSING AREA EMPLOYEE PARKING AREA —� i j I /� j \\ Vy OFF 1 1 \\ \�� // 1 I 0 fp1GE-G —YARD STORAGE— \ GF1,R0PD HO p1N AY, SHOP / /. SHOP j Oy \ / �i i `. \ \ II 1 ` ! 1�,�(ROPFBN �.'' 'F\ L ' ' © \ �. ft--* 1 Y (RIP -RAP DITCH SECTIL N y (STEEP SLOPE) \ I 11 - - - -- -- - �- ACCESS ROAD - 'I j ,,a,r-sir.✓ .� _ / ._ .. _. _ _-. -. Cir_ # ' YARD STORAGE . / �� FFICE TRAILE OFFICE TRAILER / - _ - �' FFICE TRAIL / 1 —YARD STORAGE ' � / � OFFICE TRAILER � / � 1 Ir II II + I I ONCRETE BARRIER + / RIP -RAP DITCH SECTION. 1 (STEEP SLOPE)_.--' + (COLORADO DEPARTMENT OF TRANSPORTATION) 1 14- 1 I L. -.J.-.-.-. .-.-.-.-.- -.- ,�-.-.-.i --.-----------------.-.— ----- .-.-.-.-.-.-.-.-.-.-. .-.-.-.-.-.-.-.-.-.-. .-.�._ _.-..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-'- -'--- — - — — --' - --'-'-'- — - - ----.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.� -'- '♦-----------f----------------t---------------�-------------t----------�IF (COLORADO DEPARTMENT OF TRANSPORTATION - HIGHWAY 82 R -O -W) -' - - -' - APPROXIMATE R -O -W OR PROPERTY LINE SILT FENCE (COOT STANDARD, FOR EROSION CONTROL) EROSION LOG (CDOT STANDARD, FOR EROSION CONTROL) - - - W - - DITCH LINE WITH ARROW INDICATING FLOW DIRECTION EXISTING OR INSTALLED FENCE r► ARROW INDICATING APPROXIMATE DIRECTION OFSURFACE RUNOFF - -- -- EDGE OF ROAD OR GRAVELED AREAS AMES CDOT/CONTRACTOR OFFICE STAGING AREA CONSTRUCTION Drawing Description. INC. APPROXIMATE SITE PLAN - DRAINAGE Hemi Chit & Mining General Contractors rrofecr. STATE HWY. 82 SNOWMASS CANYON Sheet Revisions Date NHB-0821-052 (12270) Drawing Date. Drawing Scale Drawn By Chacked By Sept. 4, 2001 1" = 40' ENM TRA Prepared for Drawing Na. PITKIN COUNTY 1 OF 1 / / / \ / / GF1,R0PD HO p1N AY, SHOP / /. SHOP j Oy \ / �i i `. \ \ II 1 ` ! 1�,�(ROPFBN �.'' 'F\ L ' ' © \ �. ft--* 1 Y (RIP -RAP DITCH SECTIL N y (STEEP SLOPE) \ I 11 - - - -- -- - �- ACCESS ROAD - 'I j ,,a,r-sir.✓ .� _ / ._ .. _. _ _-. -. Cir_ # ' YARD STORAGE . / �� FFICE TRAILE OFFICE TRAILER / - _ - �' FFICE TRAIL / 1 —YARD STORAGE ' � / � OFFICE TRAILER � / � 1 Ir II II + I I ONCRETE BARRIER + / RIP -RAP DITCH SECTION. 1 (STEEP SLOPE)_.--' + (COLORADO DEPARTMENT OF TRANSPORTATION) 1 14- 1 I L. -.J.-.-.-. .-.-.-.-.- -.- ,�-.-.-.i --.-----------------.-.— ----- .-.-.-.-.-.-.-.-.-.-. .-.-.-.-.-.-.-.-.-.-. .-.�._ _.-..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-'- -'--- — - — — --' - --'-'-'- — - - ----.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.� -'- '♦-----------f----------------t---------------�-------------t----------�IF (COLORADO DEPARTMENT OF TRANSPORTATION - HIGHWAY 82 R -O -W) -' - - -' - APPROXIMATE R -O -W OR PROPERTY LINE SILT FENCE (COOT STANDARD, FOR EROSION CONTROL) EROSION LOG (CDOT STANDARD, FOR EROSION CONTROL) - - - W - - DITCH LINE WITH ARROW INDICATING FLOW DIRECTION EXISTING OR INSTALLED FENCE r► ARROW INDICATING APPROXIMATE DIRECTION OFSURFACE RUNOFF - -- -- EDGE OF ROAD OR GRAVELED AREAS AMES CDOT/CONTRACTOR OFFICE STAGING AREA CONSTRUCTION Drawing Description. INC. APPROXIMATE SITE PLAN - DRAINAGE Hemi Chit & Mining General Contractors rrofecr. STATE HWY. 82 SNOWMASS CANYON Sheet Revisions Date NHB-0821-052 (12270) Drawing Date. Drawing Scale Drawn By Chacked By Sept. 4, 2001 1" = 40' ENM TRA Prepared for Drawing Na. PITKIN COUNTY 1 OF 1 / / / \ / GF1,R0PD HO p1N AY, SHOP / /. SHOP j Oy \ / �i i `. \ \ II 1 ` ! 1�,�(ROPFBN �.'' 'F\ L ' ' © \ �. ft--* 1 Y (RIP -RAP DITCH SECTIL N y (STEEP SLOPE) \ I 11 - - - -- -- - �- ACCESS ROAD - 'I j ,,a,r-sir.✓ .� _ / ._ .. _. _ _-. -. Cir_ # ' YARD STORAGE . / �� FFICE TRAILE OFFICE TRAILER / - _ - �' FFICE TRAIL / 1 —YARD STORAGE ' � / � OFFICE TRAILER � / � 1 Ir II II + I I ONCRETE BARRIER + / RIP -RAP DITCH SECTION. 1 (STEEP SLOPE)_.--' + (COLORADO DEPARTMENT OF TRANSPORTATION) 1 14- 1 I L. -.J.-.-.-. .-.-.-.-.- -.- ,�-.-.-.i --.-----------------.-.— ----- .-.-.-.-.-.-.-.-.-.-. .-.-.-.-.-.-.-.-.-.-. .-.�._ _.-..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-'- -'--- — - — — --' - --'-'-'- — - - ----.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.� -'- '♦-----------f----------------t---------------�-------------t----------�IF (COLORADO DEPARTMENT OF TRANSPORTATION - HIGHWAY 82 R -O -W) -' - - -' - APPROXIMATE R -O -W OR PROPERTY LINE SILT FENCE (COOT STANDARD, FOR EROSION CONTROL) EROSION LOG (CDOT STANDARD, FOR EROSION CONTROL) - - - W - - DITCH LINE WITH ARROW INDICATING FLOW DIRECTION EXISTING OR INSTALLED FENCE r► ARROW INDICATING APPROXIMATE DIRECTION OFSURFACE RUNOFF - -- -- EDGE OF ROAD OR GRAVELED AREAS AMES CDOT/CONTRACTOR OFFICE STAGING AREA CONSTRUCTION Drawing Description. INC. APPROXIMATE SITE PLAN - DRAINAGE Hemi Chit & Mining General Contractors rrofecr. STATE HWY. 82 SNOWMASS CANYON Sheet Revisions Date NHB-0821-052 (12270) Drawing Date. Drawing Scale Drawn By Chacked By Sept. 4, 2001 1" = 40' ENM TRA Prepared for Drawing Na. PITKIN COUNTY 1 OF 1 / / \ / GF1,R0PD HO p1N AY, SHOP / /. SHOP j Oy \ / �i i `. \ \ II 1 ` ! 1�,�(ROPFBN �.'' 'F\ L ' ' © \ �. ft--* 1 Y (RIP -RAP DITCH SECTIL N y (STEEP SLOPE) \ I 11 - - - -- -- - �- ACCESS ROAD - 'I j ,,a,r-sir.✓ .� _ / ._ .. _. _ _-. -. Cir_ # ' YARD STORAGE . / �� FFICE TRAILE OFFICE TRAILER / - _ - �' FFICE TRAIL / 1 —YARD STORAGE ' � / � OFFICE TRAILER � / � 1 Ir II II + I I ONCRETE BARRIER + / RIP -RAP DITCH SECTION. 1 (STEEP SLOPE)_.--' + (COLORADO DEPARTMENT OF TRANSPORTATION) 1 14- 1 I L. -.J.-.-.-. .-.-.-.-.- -.- ,�-.-.-.i --.-----------------.-.— ----- .-.-.-.-.-.-.-.-.-.-. .-.-.-.-.-.-.-.-.-.-. .-.�._ _.-..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-'- -'--- — - — — --' - --'-'-'- — - - ----.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.� -'- '♦-----------f----------------t---------------�-------------t----------�IF (COLORADO DEPARTMENT OF TRANSPORTATION - HIGHWAY 82 R -O -W) -' - - -' - APPROXIMATE R -O -W OR PROPERTY LINE SILT FENCE (COOT STANDARD, FOR EROSION CONTROL) EROSION LOG (CDOT STANDARD, FOR EROSION CONTROL) - - - W - - DITCH LINE WITH ARROW INDICATING FLOW DIRECTION EXISTING OR INSTALLED FENCE r► ARROW INDICATING APPROXIMATE DIRECTION OFSURFACE RUNOFF - -- -- EDGE OF ROAD OR GRAVELED AREAS AMES CDOT/CONTRACTOR OFFICE STAGING AREA CONSTRUCTION Drawing Description. INC. APPROXIMATE SITE PLAN - DRAINAGE Hemi Chit & Mining General Contractors rrofecr. STATE HWY. 82 SNOWMASS CANYON Sheet Revisions Date NHB-0821-052 (12270) Drawing Date. Drawing Scale Drawn By Chacked By Sept. 4, 2001 1" = 40' ENM TRA Prepared for Drawing Na. PITKIN COUNTY 1 OF 1 l \ GF1,R0PD HO p1N AY, SHOP / /. SHOP j Oy \ / �i i `. \ \ II 1 ` ! 1�,�(ROPFBN �.'' 'F\ L ' ' © \ �. ft--* 1 Y (RIP -RAP DITCH SECTIL N y (STEEP SLOPE) \ I 11 - - - -- -- - �- ACCESS ROAD - 'I j ,,a,r-sir.✓ .� _ / ._ .. _. _ _-. -. Cir_ # ' YARD STORAGE . / �� FFICE TRAILE OFFICE TRAILER / - _ - �' FFICE TRAIL / 1 —YARD STORAGE ' � / � OFFICE TRAILER � / � 1 Ir II II + I I ONCRETE BARRIER + / RIP -RAP DITCH SECTION. 1 (STEEP SLOPE)_.--' + (COLORADO DEPARTMENT OF TRANSPORTATION) 1 14- 1 I L. -.J.-.-.-. .-.-.-.-.- -.- ,�-.-.-.i --.-----------------.-.— ----- .-.-.-.-.-.-.-.-.-.-. .-.-.-.-.-.-.-.-.-.-. .-.�._ _.-..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-'- -'--- — - — — --' - --'-'-'- — - - ----.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.� -'- '♦-----------f----------------t---------------�-------------t----------�IF (COLORADO DEPARTMENT OF TRANSPORTATION - HIGHWAY 82 R -O -W) -' - - -' - APPROXIMATE R -O -W OR PROPERTY LINE SILT FENCE (COOT STANDARD, FOR EROSION CONTROL) EROSION LOG (CDOT STANDARD, FOR EROSION CONTROL) - - - W - - DITCH LINE WITH ARROW INDICATING FLOW DIRECTION EXISTING OR INSTALLED FENCE r► ARROW INDICATING APPROXIMATE DIRECTION OFSURFACE RUNOFF - -- -- EDGE OF ROAD OR GRAVELED AREAS AMES CDOT/CONTRACTOR OFFICE STAGING AREA CONSTRUCTION Drawing Description. INC. APPROXIMATE SITE PLAN - DRAINAGE Hemi Chit & Mining General Contractors rrofecr. STATE HWY. 82 SNOWMASS CANYON Sheet Revisions Date NHB-0821-052 (12270) Drawing Date. Drawing Scale Drawn By Chacked By Sept. 4, 2001 1" = 40' ENM TRA Prepared for Drawing Na. PITKIN COUNTY 1 OF 1 q� A • � � � � X35 r ^ ,Y»,,h .TM � �� � �a 5 � �«., � .,�,,:.. ., ....-aa, �� £ w• f is "":"' CHt7d°'Pf'+g�7't„' b9„Y ��G/� t� i'i�� ,'4G. f't� 7 Q �O EXISTING FENCE s E f f PROPERTY BOUNDARY UNSERVICED BUILDING INSTALL DISTRIBUTION to LATER ON BOTH ENDS 20' , f'�'k14,�n fi 041N.) L„+fi 1 sf \„ z v � � I NOTE: o �NG SEWER LINE pMg Np1, ALL SEWER LINE JOINTS��� Q Cpp INSTALL 4"0 WITHIN 50' OF A WELL OR SCHEDULE 40 PVC \ "I k ti ,• ``e 10' OF A WATER LINE MUST' SEWER @ 0.5% x �- Q �0` BE CONCRETE ENCASED. (MIN.) GALLON SEPTIC € a - v r� „ ANG � ����� EXISTING TANK (MIN.) TELEPHONE INSTALL DOSING EXISTING"4���j' E \� ' �- ELECTRIC TANK N �, ,) � ��� , �T�� "I "If y �� , �. � � r+ i INSTALL CLEANOUT VICINITY MAP TYP.) SCALE: 1 "=2000' N ti No G- G G G G G G c c c �F� INSTALL 2"� SCHEDULE 0/�194�EP/� L� NyyO��5� �I�.fV'�V IWIGS < F- G -G 40 PVC FROM DOSING o ,0 G c � TANK TO SEPTIC FIELD, 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY EXISTING GAS u=' '-� i'.�' x '` ;` GRADE TANK. BACK TO DOSING REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS p T ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. z T T Y„"'l%V TRdMkLS✓ qb'^ \ a k Ny c J �Y. i p :s'iV I 2. FLOW FOR BED: T, -s:, WELD AMIT�.7, 3 OFFICE TRAILERS * 6 OFFICES/TRAILER + 1.5 EMPLOYEES/OFFICE N ., °� �` r �L�� C5RR1 ,TRAtL�R #2 � i * 15 GALLONS/PERSON/DAY IS: 405 GPD = AVERAGE DAILY FLOW. -� F. z o \ LL, w UNSERVICED BUILDING �RAn y �` /1LLr�. 1 ; DESIGN FLOW = 9.76 + AVERAGE = 709 GPD (Q) SEPTIC TANK: U p � g Q o \ UNSERVICED BUILDING EXISTING WELL UNSERVICED (IN USE) / BUILDING \ _ MINIMUM TOTAL TANK SIZE: Q + 1 DAY/24 HRS * 30 HRS = 8 I GPD INSTALL ONE 1000 GALLON TANK WITH BAFFLE. L w �_w _j - ***INSTALL 310 -FILTER IN SEPTIC TANK OUTLET*** U w STANDARD ABSORPTION AREA: FLOW A Q Q=MAXIMUM 5 t=AVERAGE PERCOLATION RATE = 30 min./in. / \ TOP OF BANK \ 7090 = 777 SF 5 APPROX. LOCATION OF ABANDONED / USE OF STANDARD INFILTRATOR UNITS IN BED CONFIGURATION: 30% REDUCTION- (777 S.F.*0.70) 0 15.5 S.F./UNIT, Z 0 C4 \ WELL BASED ON INFORMATION FROM CDOT MAPS, PREVIOUS LAND 36 UNITS REQUIRED. RECOMMEND 6x6 CONFIGURATION. 6FD (COLORADO DEPARTMENT OF TRANSPORTATION) OWNER AND WELL DRILLER / 3. CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER, - - WzOp LU LU v (COLORADO DEPARTMENT OF TRANSPORTATION- 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR .INSTALLING ALL TO THE ABSORPTION AREA, 0 frz X Fr U_ HIGHWAY 82 R -O -W) WATER TIGHT COMPONENTS, PRIOR TO PREVENT INFILTRATION, W w LU�j / n GRAPHIC SCALE 5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW F 8 5 Z 20 0 o 20 40 80 \ / LANDSCAPING. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO ON i Z \ WITHIN ONE-HALF FOOT OF FINAL ,GRADE. = J p REMOVABLE 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG N = 0s ( IN FEET ) \ PVC CAP AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 1 inch = 20 ft. 2"0 PVC WITH 1/4"0 HOLES FINISH GRADE 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION DRILLED AT 30" O.C. HUNG INSPECTION WELL -�_ FIELD AREA USING DRAINAGE SWALES AS NECESSARY. IN INFILTRATOR UNITS (TYP.) (TYP.) " c � - °VSs 9. SOILS AND PERCOLATION INFORMATION FROM INFORMATION PROVIDED BY ° oebe H.P GEOTECH, INC., VIA TELEPHONE CONVERSATION, JUNE 25, 2001. • 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR `:COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COUNTY. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY, BACKWASH N OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS 4" COUPLINGOR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. _(1 -- ®- a (CONCRETE ENCASE 4" RISER AS NECESSARY) 4" X 4" 12. SITE PLAN INFORMATION FROM AMES CONSTRUCTION, INC. (I 4" 45' SWEEP BEND TREATED ELEC. JCT. BOX (O AIR VENT (OUTSIDE ROAD) 13. INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS 4" SEWER LINE POST LESS THAN 5,0 FEET. I FROM SEPTIC RISER(S) TO 14, THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO TANK GROUND SURFACE- BACKFILLING OF SYSTEM COMPONENTS. FLOW CAULK/SEAL WELL "'� 2" FEEDER LINE TO 15. DESIGN OF ABSORPTION BED BASED ON SOIL PROFILE INDICATING FIELD, SLOPE[) AT 1' TOPSOIL OVER SANDY GRAVEL WITH COBBLES TO A PROFILE DEPTH OF 8'. INLET 1/8" PER FT. MIN. SHALL DRAIN BACK 4" TO TANK AFTER " x 4" x 4 PVC WYE EACH PUMP CYCLE. CLEAN OUT ABSOFFMIN BM NOT$ Z �2"O ASSEMBLY Lj 1. ABSORPTION LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH. z PVC SEWER CLEAN OUT DETAIL 2"0 PVC DISTRIBUTION BED PLAN " N.T.S. z "ALARM" 2. THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL. Q LATERAL ATER VIEW LATERAL QUICK DISCONNECT 3. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND BED, AS U O U N.T.S. N OR UNION NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA, o zQ fA - Of Co REMOVABLE CAP e 4. BED LATERALS SHALL FOLLOW CONTOURS. z O Q OO "ON" COIL AND TIE AN 5. INSTALL INFILTRATOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. Q U U CA iv ADDITIONAL 1J' OF O O W WEIGHT WIRE FOR PUMP 6. BED BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS REMOVAL Ir- U V NATURAL BACKFILL EP PO HANG ¢. m INCURRED DURING EXCAVATION. N Z (Zn z O LL 2S0 PERFORATED UNITS 4" 0 CUT HOLE IN TOP OF SOLID PIPE INFILTRATOR UNIT FOR; SUBMERSIBLE 7, NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER OU U �'�' 0 12" MIN. COVER INFILTRATOR \ \ \ /�/ INSTALLATION OF INSPECTION "OFF" a WASTEWATER PUMP P APPROX. AND USE OF RUBBER TIRE VEHICLES OVER ABSORPTION AREA S PROHIBITED V) z 36" MAX. COVER \ \ \ \ \ � / WELL PIPE \�j�\�/�\�/ SIDES X� SI O1ENEb \� Co O O a SETOFF 8. BOULDERS EXISTING WITHIN THE ABSORPTION FIELD SHALL BE EXCAVATED AND w Y g _ y / /��j/�\j/\ ���\/ .. . a .a. AND BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL. Q� w COUP/LING NOTES: 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TANK. RECORD DRAWING Q \ /�� / o (CISTERN) /\� 12" � O\\ 4"0 PERFORATED 3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION. PIPE 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN 5/08/02 O\� THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP. HAS RS PREPAREDON OSMATION SUBMTHIS ITTED, IN PART, BY OTHEG WFIILE THISANFORMATIONSED CAPABLE 20 H BELIEVED ���/ 5. PUMP LDIB AT LLENGTHS \\\/ \\/\\\\/�\\/�X/ TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, /\ /\ /\ /\ / ��\/��\/��\/��\/��\/��\/��\/ �X Ix \�� jj��j SEAST (ELEVATION DIFFERENCE ANDE PIPE ALL BE FIELD CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION MEASURED BY OF PUMP PARAMETERS.) NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO PROJECT NO. INFILTRATOR UNIT (TYP.) THIS DOCUMENT AS A RESULT. BED BOTTOM LEVEL AND ROUGHENED 36„ 2011060.59 NATURAL GROUND DOSING TANK ARRANGEMENT BED CROSS SECTION (TYP.) N.T.S. N.T.S. INSPECTION WELL DETAIL SHEET 1 N.T.S. OF 1