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HomeMy WebLinkAboutpitkin.eh.272704400009 (1997) House BASPENIPITKIN ENVIRONMENTAL HEALTH DEPARTMENT f APPLICATI FOR INDIVIDUAL SEWAGE DISPOSAL SY 'EM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 ^ n Permit: ParcellD# �� 17 Cly �� (` �` C Permit For: New Installation (;1Q Repair ( ) Remodel ( ) Emergency Use ( ) Name of OWNER Owner's Mailing Address _ 6,0 dlluzeu 119eI-e Business Phone: Q�U n?SZ) i�� Home Phone 70 `1�- �o� d s Name of Agent Agent's Mailing Address _— Business Phone : Cell Phone: Fax: Copy of permit to be sent to: Owner ( ) Agent ( ) Both ( ) Street Address Legal Description: Lot Block Subdivision Size of lot: acres Type of proposed structure: Me), 7 e Size of bldg. envelope: Total area living space (sq. ft): �? 000 # of Bedrooms, offices and similar size :rooms: G Caretaker Unit : Attached Detached # of Bedrooms, offices and similar size rooms: —J Water:( )Private well( )Spring (<)Stream ( ) Community/Public (Name of System) �*X 5ex,. Is Proof of Adequate Water Attached ? (>C) Yes ( ) No U Has this project been approved by Pitkin County ? (K) Yes ( ) No Is a copy of the floor plan attached ( required ) ? ()() Yes ( ) No Application for an individual sewage disposal system is hereby submitted. The undersigned acknowledges that the above information is true and that false information will invalidate the application and any subsequent permit. 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 owner assumes all responsibilities in case of failure or inadequacy of this system. �/ Signature of applicant _ Z Date 7Z P']M For department use below i _------------- -----------n------- �,T M PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 6fi J U L 0 997 I Design Criteria of system to be Installed ( Any anges must be submitted and approved In writing) / �jy,,. 0N" 4,EN ; `, H-EXTH Septic tank capacity: ��QC�I� gallons Absorption area: r��—Q-�i-1GCi3YY1�,�%'►�LStjpl�lf �r e e reeSWgn bLi C (mf* cvnrci-i an Si�c.or `mora;{e �I ac ted. V1l� ir,�e1�1 Pq � i C� , two ns �`adtt+110�S, tic ea �i� -� �tj �.Q,.� -tv be- die • h1 e�- b�.cac-S +rnt.� + h� mai `tom 6 An ins ction is required priorbackfill GGf any component of the distribution system. r v,\J� 6 n V e Q ny 11 Design by Engineer Required ? Yes( ) No All plans and specifications of the engineer must be followed. Any changes must�be moved in .� writing and the engineer must rtify the final installation to the Environmental Health Department in writing. 4 Permit approval by: l.% Date yy t J 1 Plans and specifications of the proposed indi idual sewage disposal system have been reviewed and are considered satisfactory. liermissiod 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. Installer: ©t,C I'l-�'_Y_ As -Built drawings must be included with this permit before the final approval will be issued. Final Inspection Approval: Date: 11,012bICI-1 Date requested: 11�1 r� _ Date Pd.: `7-350- el 1 Receipt #: `' [ Lo Received by: �_ Information complete: — RONK (EC:TION ICORKRATED A-_1o -3�- ?- 5-0577 * 112-9 -24- ROAD • GRAND JUNOTION, OO $1546 January 26, 1998 To: Mary Wood Aspen/Pitkin Environmental Health 130 S. Galena Street Aspen, CO 81611 Re: Willison/Thompson ISDS Dear Ms. Woods, Enclosed please find photographs of the final site inspection for the Individual Sewage Disposal System's of Bill and Pat Thompson and Tom Willison. The properties are located in Coal Basin, Pitkin County. Please let me know if you need further information to close your file. Thank you, Thomas A. Cronk, P.E. J! 2 7 1998 ENVIRON("iE'lTAL HEALi H ASPEN / p!1KIN irk,. • e f -' i MEr•�Gd-•fir 7 40 • � � ~ • _ _fir � -moi,} 'i •..y �• . .., sem.. � � � �� � � � ��� r �� i� � �� �� � ���! �: ��� ►.y J _ ���:�a ,, �� 1 ,� " - , _ - -c _fes � -'-.$ ti `� ?' �-,. � �.I�- R _ � __ ter. - -*' ,`f "a �.a�e � --�� �-. y= ` �, Y �'�, S � . s-� � � '� � �'Z' 1� t,.� � �,,d RONIN 0N�TRUOTION 1CORPORATED 1129 —24— ROAD • GRMD JUNOTION, CO $1505 September 18, 1997 CERTIFICATE OF INSPECTION AND ACCEPTANCE Individual Sewage Disposal System Thompson Residence Coal Basin Pitkin County, CO SEI/4NE1/4, N1/2SE1/4, SECT 4, TN 10S, R89W of the 6th P.M. The individual sewage disposal system of reference was inspected on September 18, 1997. The system was found to conform with the plans and specification set forth in the engineered sewage disposal system design for the aforementioned property prepared on August 21, 1997. Copies of the engineered plan are on file at the Pitkin County Environmental Health Department or may be obtained from the undersigned design engineer. Seal homas A. Cronk, P.E. 1129 -24- Road Grand Junction, CO 81505 970-245-0577 now 21: 50 9702577453 CRONK CONST PAGE 01 CHUNK CO's `'TRUCTION L5 IN(-" PPORATED 1129 —24-- �ti eid Grand Junction, CO 81505 97C-245-05%' 070-257 - 7•t;5' (fax) 7' . FACSIMILE TRANSMITTAL Date:_ Xh?: _ ;. S!!:A+- To: ,�Utentlon: Regarding: Number of Pa ees (including cover sheet) •d1�9-tee � J _ 994 21: 50 c , 9702577453 CRONK CONST PAGE 02 3.0 System Decjgn A gravel absorption t:�-ld is proposed for discharge of septic effluent at the site. Natural drainage in the area of the prop„s,.•4.1 hsorption field is approximately 5% to the southwest. The absorption field will be oriented wish * .iiortest dimension (i.e., width) parallel to the natural slope (i.e., southwest) to minimize the elev:itr• change of the natural ground surface underlying the system. Construction of the system will cons excavating a level basin in the area comprising the absorption field. The initial excavation shall hi , rrtinued to a depth of 48" at the up -hill (i.e_, northeast side) edge of the absorption field. Bccausc of thy, ;loping topography, construction of a level excavation will result in the cut along the down -hill ed ,fir hr absorption field (i.e., the southwest side) being approximately 34" deep (see (;nnstruction dct;,:+ ,. section). Following completietn of the initial push -out, a 12" gravel seepage bed will be placed in the bottom of excavated area. "t'he _ r :vel seepage bed shall consist of 0.5"-2.5" washed rock with individual aggregate components of unitm! size. Four in. perforated effluent discharge lines will be embedded in the gravel seepage bed with a in oimum of 6" of gravel under, and 2" of gravel over each line. As shown in the Construction Detm hottom of the gravel seepage bed will be located from 48" to 34" below ground level at the up- I,; l I z awn -hill sides of the absorption bed respectively. After the gravel sven+xe bed is installed, synthetic filter fabric (140-200 mesh), hay, or untreated building paper will placed over the gravel and the system will be covered with a soil cap. The soil cap will consist rel !nmum of 10" (18" recommended) of native soil mounded 5% to promote surface run oft away train t,:. hsorption field. A minimum of 1 8 ' 1/4 " of fall per ft. of building sewer must be maintained from the residence to the absorption fielci cavity discharge of sewage effluent from the basement level of the residence to the absorption field r� .tot assumed in this design and a lift pump may be required. Please contact the design engineer and t'( 'I H1) to address any design modifications necessary for effective operation of the ISDS if gravity J 1\,,!, of sewage from the basement level is desired. The installer must al,, - confirm the setbacks from property lines, building envelopes, and existing easements shown iv +, attached graphics are maintained. Additionally, any unknown utility lines, easements, or other to—rse conditions disclosed during construction must maintain the required setbacks listed on page 5 ()t 0i document. A minimum of 18" of soil cover is recommended for all ISDS elements (excepting r;,; imam 8" soil cover over septic access ports) to prevent freezing. Additionally, 4" clean outs shall i,, ,,.talled as required in the septic effluent line between the septic tank and the absorption field ai mic els no greater than. 100'. A 1,000 gallon septic i.ink is required to provide a minimum of 30 hours retention time for septic effluent from the Pry.,,, ! two bedroom home with cloths washer. As discussed above, a shallow gravel seepage bed is pr r, ,J to discharge septic effluent to the underlying sub -soils. As shown in the attached graphics Ow �;.orptlon field will be 24 ft by 64 ft in lateral dimensions and encompass an area of 1,536 square. tu.:r Calculations and J,. -i!)- -):irameters used to size the absorption field follow. Page 3 of 8 I 03/21;'1994 21:50 9702577453 CRONK CONST r DESIGN CALCULATIONS A L 1•'ti A, '-'LOW FOR 2 BEDROOM HOME® 2 0 0 GAL. /BEDROOM -DAY 2 X 200 400 GAL. /DAY 175% OF AVERAGE = 700 GAL. /DAX Z)E'., '7RCOLATION RA TE = 6 0 MIN. / INCH A= gF f , WHERE, A = ABSORPTION FIELD AREA p = PEAK FLOW = PER TIME/ INCH A= 7 0 0 fel = 10 8 4. 4 4 SQUARE FEET 5 IN!C F ► A 3 ABSORPTION AREA BY 4 0 % FOR AUTOMATIC WASHER = 10 84. 44 X 1.4 = 1518.22 SQUARE FEET A[➢"'"' "')IV FIELD SIZED AT 24 FT. X 64 FT. - 1, 536 SQUARE FEET Page 4 of 8 PAGE 03 03/2_1/,1994 21-:50 9702577453 W.�. out CRONK CONST 0 \ y\ oQ` / 1,000 gallon septic tank ,c F pro File 01 PAGE 04 130' radius budding envelope THOMPSON RESIDENCE PITKIN COUNTY CO SEL/4NE1/4, N1/2SEI/4, SECT 4, TN 10S, R09V SEPTIC LAYOUT PLAN NORTH AUGUST 15, 1997 SCALE: 1'=20' Tic .UEN 03/2111994 21:50 4 9702577453 1 Q CRONK CONST ----------------- SOLID PIPING, EFFLUEry I I NES TYP. AT ENDS PCRJM4 I I R : 11 1., . I !'AME BE S'YNIHE11C 4-ILTER -ABRIC, HAY, OR uNTPEATEl) PAPER GRAVF I '2, GRAVE'.. SEEPAGE D70 (0-5`2,5- WASHED ROCK) RI i K I N ;.l Ak j C,iJ',' I ABSORPTION FIELD - PLAN VIEW SCALE: 1'=10' SOIL CAP (HOUND 57: 10' MINIMUM RECOMHED . . ... ................. lt-�ND' ........................ " V PERFORATED DISTRIBUTION LINES, TYP. (6' GRAVEL UNDER, 2' GRAVEL OVER) Z.'A' 0PAVEL BED ABSORPTION FIELb - CROSS SECTION SCALE, 1'=5' EXISTING GROUND SURFACE (57 SLOPE) � 1 34' PPRX. PAGE 05 -12, " _961 SOILS LOG (SEE NOTES) NOTES igi - ORGANIC CLAY WITH VEGETATION AND ROOTS, MOIST, DARK GRAY #2 - CLAY, SANDY WITH SCATTERED GRAVEL, C13R6LE;, ANA BOULDER, SOFT TO MEDIUM STIFF, MOIST, GRAY -BROWN NO EVIDENCE OF GROUND WATER OR HJUH SEASONAL WATER TABLE TO 96, 1 Ln -P 3 C4 d d c L � CM O C N O O N M baa O Oj u L pLj 0) N O c— Qoo N 3 cOD usd o,o y �- 0 C3 z u 0 z? m W Y l'1 0� ��aR'mN R' ZNQW�� d Jww O Q mQ S 0', N w W U F U Q V N ASPEN/PITKIN EWIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN REQUIREMENTS DEPARTMENT USE ONLY Name Thompson Permit # Parcel ID # 2727-044-00-009 House Size 2000 sq. ft. (75 gpd, 100 gpd, or 130 gpd) 75 Number of Bedrooms, Lofts, Offices, Similar Rooms, Main House 2 Number of Bedrooms, Lofts, Offices, Similar Rooms, Caretaker unit 0 Average Daily Waste Flow 300 (# bedrooms X 2 people/br X 75) State Review Required? no Perc Rate 60 (T) Design Flo w (Q) _ # bedrooms X 2 people/bedroom X gpd X 1.75 Q= 525 . 14 / c'Vto( Absorption Area (A= Q/5 X SART) 033 Y (pp c�� nc� k�cG /t �mn A = 813.3265 sq. ft. of absorption area required 45 infiltrator units without reduction t�, 'y ; r (gyp _: �� 8 • g atkbcr— • A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 569.3286 sq.ft. with reduction If rib Ct,c-b�cc Jn-, (r) X 32 infiltrator units with reduction Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Pumping Chamber Is an Engineer -Designed System required? no yes reason: Minimum tank capacity 750 gallons SETBACK FROM WELL # of feet = 100 Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day should be added unless an RPE can verify that it is not necessary to prevent contamination. Printed on Recycled Paper t MEMORANDUM To: Tim Malloy, Planning Office From: Nancy MacKenzie, Environmental Health Department Through: Lee Cassin, Senior Environmental Health Officer Date: July 29, 1994 Re: Thompson/Willison 1041 Hazard Review & General Submission Parcel ID # 2727-043-00-006________________________ on The Aspen/Pitkin Environmental Health Phe Thompson/Willison artment conducted a tappli application under on ;y 8, 1994 and has reviewed the uie authority of the Pitkin County Code, Title II, and has the following comments- -n - .It is the policy of the County to ensure that land is not committed to any use and that no use is initiated without adequate evidence that a water supply of adequate quality, quantity, pressure and dependability is available to support the use intended' This Department needs adequate information on thequality b having it available. ailabltested . a lab applicant must ensure that the water quality �s acceptable y such as Snowmass Water and Sanitation. ivision of er Included in the application packet is a copy do uments that of the Colrado the well prod15 GPM Resources permit for the existing well which and is adequate to serve the two proposed s theslocalhons of the septic e Egli Countrysit�es.eThe e drawing of the proposed building sites shows proposed septic sites comply with the setback neq`uments and 50 feet froin that tm secreelkssyandms will be a minimum of 100 feet from the existing well ditches. It is recommended that low water landscaping (xeriscaping) The Colorado State used and that a timing of any sprinkler systems be decreased for low water plant s.University Cooperative Extension office can be contacted for more information on xeriscaping. application is receipt by the Environmental A condition of approval for this app Health Department of information documenting the water quality of the well before the septic permits can be issued. SEWAGE TREATMENT JWD COLLECTION: Sections 2-7 aitu 5-200: ,t s the policy of the County to ensure that land is not committed to any use and that no use is initiated vnthout adequate evidence that faalities to collect. treat and dispose of annopated types and gtwnutics of waste dater aro available or can and will be provided with suitable capacity, quality of disrharve, suitable point of discharge and dependability'. Lots in the Coal Basin area are served by individual septic systems. All such systems installed within Pitkin County require septic permits issued by the Environmental Health Department, and must comply with the County septic regulations. To receive a Septic Permit, the applicant will need to submit a Septic Permit Application and appropriate fee with a completed Soil Data Form including perc test results and profile hole information. It must be possible to design an adequate septic system before a building permit can be issued. It also must be determined if a conventional system can be installed or if an engineered designed system is needed. An engineered system is required if any one of the following conditions occurs: a percolation rate faster than 5 mpi or slower than 60 mpi; maximum seasonal level of the groundwater table or bedrock less than four feet below the bottom of the proposed absorption system; or a slope in excess of 30%. Based on Nicholas Lampiris' geologic investigation report, we are confident that a septic system can be installed. However, site specific soil data will have to be obtained. The applicant will need to adhere to minimum horizontal setback requirements for placement of septic system components which should be no problem on this large parcel. The leach field will need to be located a minimum of 100 feet from any wells. The area for the leach field should be located in an area of no traffic, planted with dry land grass, and should not be watered. It is desireable to locate the system below the house so that the system can operate by gravity. Please refer to the Pitkin County Sewage Regulations for detailed information. A condition of approval for this application is the issuance of the septic permit by the Environmental Health Department before a building permit can be issued. WATER OUALITY IMPACTS: Sections 2-22 and 5-107.2: It is the policy of the County to preserve and protea its present water tesatrom 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 salinvation of water resources, loss of minimum stream flows, further destruction of wildlife habitat, or major expenditures to reacquire or redistribute major water resourc s It is also the policy of the County to maintain a natural vegetative buffer along its surface water such that the surface and groundwater 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.' The Environmental Health Department will be addressing water quality impacts only on down stream water quality. This application is not expected to impact down stream water quality if the minimum horizontal distances between components of the system and physical features are in accordance with Section 4-4 of the Pitkin County Sewage Regulations. 2 A condition of approval for this application is: None AIR UALITY: Sections 2-17 and 5-106: � [hitt development u permuted which will not contrite sigotficanth' to degadauon of air quality in Pitkin County- Only ounty. Developments may not constitute an indicsa or direct air pollution source ve Activities such as road building and landscaping may require teu�of haulst Plan. and This plan would need to include, but is not limited to, fencing, g een disturbed areas, daily cleaning of adjacent paved roadsree remove Inud nt windblown dusthat hasbfrom carried out, speed limits, or other measures necessary crossing the property line or causito png a nuisance. approval by the Aspen/Pitkin Environmental Health A condition should be Department of the fugitive dust control plan, containing enough measures to ensure that dust does not become a nuisance or blow onto adjacent property - The a roperty.Thea licant must file a fireplace/woodstove permit with the Envdense y entpial cal h PP Department before the building permit will be issued. Th ed parts of the county like Coal Basin may have one woodevicesening fireplace i rebluildin and In department certified device or two department certified e allowed. Coal may not be addition, unlimited numbers of decorative gas appliances ar tailed in barns or agricultural burned in any device. No wood burning device may be ins buildings. A condition of aper for this application is the receipt and approval of the lacelwoodstove permit by the Environmental Health Department before the fireP building permit can be issued. Co FOluM` "' ' Ch W 1 L r1 V 1 11 ' 2_'It is the polity of the County w ensure that no use or development of land is permitted which is in violation of the laws of the County, the Slate of Colorado or the United Stats of America.' any issues of concern regarding other environmental This Department is not aware of health laws. ENv:WP:LAND USE'Ibompson.1041 3 ASPEN / PIT► i ENVIRONMENTAL HEALTH D`. ARTMENT BUILDING PERMIT CHECKLIST To avoid delays in obtaining your building permit, contact Environmental Health (920-5070) as soon as possible if you answer "yes" to anything on the checklist. All questions must be completect. Incorrect or incomplete answers may result in a delay in obtaining your building permit. Community Development cannot accept a.building permit application until a septic permit is issued, if required. yes no ❑ Does the project involve moving or removal of any parts of walls, floors, ceilings, carpet, tile, insulation, roofing, pipes, ductwork etc.? If yes, an additional asbestos form will need to be filled out. It is available from Community Development. ❑ Does the project involve anv, demolition of any material other than concrete, bricks or steel? if yes, an additional asbestos form will need to be filled out. It is available from Community Development Q ❑ Does this project involve a single family home? ❑ ❑ Does the project involve a multifamily dwelling? If yes, how many units are in the building in which the project is being done? ❑ ❑ Is the property on the superfund site? If yes, an additional form will have to be filled out It is available from Community Development. ❑ Q Do you currently have a septic system? If yes, Environmental Health needs to determine the adequacy and location of the existing septic system. Q Does this project require the installation of an ISDS (individual sewage disposal system) or modification of the existing system? if yes, contact Environmental Health to obtain a guidelines packet and fill out an application. There is a $150.00 fee for the septic permit This procedure can take some time. �'I ❑ Is the water source for the project private? If yes, you will need to provide proof that a water supply is available and adequate. This needs to be done if you submit a septic system application. �j ❑ Does this project involve any new fireplaces (either woodbuming, gas, or woodstoves)? If yes, you must fill out a fireplace application. There is a $30.00 fee payable at Environmental Health. ❑ Will there be any changes made to existing fireplace or woodstoves? If yes, Environmental Health will need to determine if a permit is required. ❑j Does the project involve a restaurant (or any portion of a restaurant), catering kitchen, or a grocery store? If yes, whether it involves a new establishment or a remodel, Environmental Health may require a plan review of the establishment. A fee of $75.00 may be required. contact Person (print) vrn dd1 Phoned�ya.?lS Address of Project C�'LLL 2.2- (- ! Owner Building Permit # PARCEL ID#-7.a.=��"�-�-�-�� (Required: available from assessor's office 920-5160) ature Data 4/97 - - - Willison, et al 93CW227 RREF - Water Div. 5 Page 2 The Referee does therefore conclude that the above entitled Application should be granted and that 0.033 cubic foot of water per second of time with Appropriation date of December 1, 1992 is hereby awarded, absolutely, to Elk Spring. It is accordingly ORDERED that this Ruling shall be filed with the Water Clerk subject to Judicial review. It is further ORDERED that a copy of this Ruling shall be filed with the appropriate Division Engineer and the State Engineer. Dated October 27, 1994. BY THE REFEREE I ff _eec Water Referee e, Water Division No. 5 State of Colorado Copy of the foregoing Sled to all Counsel og record ✓ Water Referee "Div Engineer ✓�y,j and Deputy, Clor VEM75Iv. filed in this matter. The foregoing No protest was g g Ruling is confirmed and approved, and is made the Judgment and Decree of this court. Date d%�v �% 30: /i";�- �/ � ✓, Water Judge Copy of the for oing ==,Led✓ to all Counsel o record Water Referee iv En neer_ / and stg a Engineer mate -9'Y Deputy Cler star Div o. 5 /14'7/1 STATEMENT Phone 242-7618 John C. Kephart & Co. GRAH JUNCTION [HORAURE ANALYSTS and CONSULTANTS Minerals, Soils, Food, Water, Sprays and Spectrographic Analysis 439 NORTH AVENUE GRAND JUNCTION, COLORADO 81501 8/9 Date Bill Thompson 401 Colorado Ave. Grand Jct., CO 81501 94 19— L 9— L b # 0 99 water samples: for bacteria testing 2 @ $13.00 TOTAL 26.00 Please include lab # with paym nt. THANK YOU! T rms: all accounts are due within 3 dayE of b 11irlfl firlarlcr crla ae c5f i—ir`v' Tarr ric,nt W-.11 be made on past due accounts. Received from: Customer No JOHN C. KEPHART & CO. GRAND JUNCTION LHORATORIIS 435 NORTH AVENUE • PHONE 242-7618 • GRAND JUNCTION, COLORADO 81501 ANALYTICAL REPORT Bill Thompson 401 Coiorado Ave, Grand ,pct., CO 81501 0599 Laboratory No. Date Received 7/11/94 Date Reported Sample 0599 Spring Total Coliform Bacteria 0 colonies/100ml (SAFE) Sample water 8/9/94 0600 Wel! 0 colonies/1-00ml (SAFE) Director: B. Bauer 7� JOHN C. KEPHART & CO. GRAND JUNCTION LA80RATURIIS 435 NORTH AVENUE 0 PHONE 242-7618 4 GRAND JUNCTION, COLORADO 81501 - ANALYTICAL REPORT B. -I I I 111r rrnl r ti Received from: 401 To f Customer No. Laboratory No. Sample /'a-4 - Date Received Date Reported Sample 111j 1-19 'Spr'l I luf Total "'01IT01M Ba c t P.1"1 a A FE 0 1100, I vif- I I ;3- r 98 0 + / rc l✓ �..� 1 G Q o� r 10 poTENTtRt_ �oQEST SER�IiC.� = _ rR;� l L Ef35EmEN � Pr�P� To: Tim Malloy, Planning Office From: Nancy MacKenzie, Environmental Health Department Through: Lee Cassin, Senior Environmental Health Officer Date: July 29, 1994 Re: Thompson/Willison 1041 Hazard Review &. General Submission Parcel ID # 2727-043-00-006________________________ The Aspen/Pitkin Environmental Health Department conducted a site inspection on y 8, 1994 and has reviewed the details of the Thompson/Willison application under e authority of the Pitkin Countv Code, Title II, and has the following comments. _ _ __ _.. tet, t-,--" XT-r-rr-'c. ca,-+4n"c 7-A anti 5-205: It is the policy of the County to moue that land is not committed to any use and that no Use is initiated without adequate evidence that a water supply of adequate quality, qusotity, pressure and dependability is avadable to support the use intended.' This Department needs adequate information on the quality of water available. The ter quality is acceptable by having it tested by a lab applicant must ensure that the wa such as Snowmass Water and Sanitation. Included in the application packet is a copy of the Colorado Division of Water Resources permit for the existing well which documents that the well produces 15 GPM and is adequate to serve the two proposed cabins. The High Country Engineering drawing of the proposed building sites shows the locations of the septic sites. These proposed septic sites comply with the setback requirements in that the septic systems will be a minimum of 100 feet from the existing well and 50 feet from creeks and ditches. It is recommended that low water landscaping (xeriscap g) The he State used and that e tuning of any sprinkler systems be decreased for low water plants. University Cooperative Extension office can be contacted for more information on xeriscaping. A condition of approval for this application is receipt by t}1e Envir onm a �Il Health Department of information documenting the water quality f before the septic permits can be issued. SEWAGE TREATMENT <-%IND COLLECTION: Sections 2-7 -.id 5-200: it. care pdicy ure , County to ensure chat and a not committed to any use and that no use is im—A vhhout adequate evidence that fatalities to collem not and dispose of anticipated types and gW,mu es of waste water are available or can and will be provided with suitable capaM, quality of , matabie paint of discharge and dependability*. Lots in the Coal Basin area are served by individual septic systems. All such systems installed within Pitkin County require septic permits issued by tlp_:; Environmental Health Department, and must comply with the County septic regulations. To receive a Septic Permit, the applicant will need to submit a Septic Permit Application and appropriate fee with a completed Soil Data Form including perc test results and profile hole information. It must be possible to design an adequate septic system before a building permit can be issued. It also must be determined if a conventional system can be installed or if an engineered designed system is needed. An engineered system is required if any one of the following conditions occurs: a percolation rate faster than 5 mpi or slower than 60 mpi; maximum seasonal level of the groundwater table or bedrock less than four feet below the bottom of the proposed absorption system; or a slope in excess df 30%. Based on Nicholas Lampiris' geologic investigation report, we are confident that a septic system can be installed. However, site specific soil data will have to be obtained. The applicant will need to adhere to minimum horizontal setback requirements for placement of septic system components which should be no problem on this large parcel. The leach field will need to be located a minimum of 100 feet from any wells. The area for the leach field should be located in an area of no traffic, planted with dry land grass, and should not be watered. It is desireable to locate the system below the house so that the system can operate by gravity. Please refer to the Pitkin County Sewage Regulations for detailed information. A condition of approval for this application is the issuance of the septic permit by the Environmental Health Department before a building permit can be issued. WATER OUALIT" IMPACTS: Sections 2-22 and 5-107.2: It b the poiiry of the County to preserve and protect its present water resources To this end it is the policy of the County that no land use be initiated which would adversely affect the quantity, quality, or aco=bility of the County's water resouroer or which would occur at the expense of established water -dependent agricultural activities; or which would result in increased saG®tion of water resources loss of minimum stream 00w&furtber 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 butler along its surface watm such that the surface and goundwaters of the area are not encroached upon by and uses or other human activities which could cause deterioration of water quality or impair the natural treatment processes provided by meadows and wetlands' The Environmental Health Department will be addressing water quality impacts only on down stream water quality. This application is not expected to impact down stream water quality if the minimum horizontal distances between components of the system and physical features are in accordance with Section 4-4 of the Pitkin County Sewage Regulations. 2 A condition of approval for this application is: None AIR OUALITY: Sections 2-17 and 5-106: contnbtue signt6®nUY �iOo° of air quality in Pitkin County. D�opmenu amY not comutote an indirect oc Only d= derebpment u p.—,ted which will not deect air Pollution sourrt tive Dust Plan. Activities such as road building and landscaping may requireu�of haul roads and s plan would need to include, but is not limited to, fencing, watering disturbed areas, daily cleaning of adjacent paved roadsto revmove ent windblown dusmud that has been to carried out, speed limits, or other measures necessary p from crossing the property line or causing a nuisance. �� the Aspen/Pitkin Environmental Health A condition should be approval by containing enough measures to Department of the fugitive dust control plan, ensure that dust does not become a nuisance or blow onto adjacent property. The applicant must file a fireplace/woodstove permit with Environmental Health Department before the building pest � be issued. The ss fir ounty like Coal Basin may have o burning p ebuald g d tone parts of the c department certified device or two department certified devices addition, unlimited numbers of decorative gas appliances installed in barnsre allowed. agricultural burned in any device. No wood burning device may be al may not be buildings. approval A condition of appr� for this application is the H a�lthtDe aent beforof e the fireplace/woodstove permit by the Environmental P budding permit can be issued. CO1 L OVYl!]L �L w l l fl V l l a� �� 2_ -it is the policy of the County to enure that no use or development of land s P�i� which o in violation of the laws of the County, he State of Colorado. or he United Stats of America.' ot aware of any issues of concern regarding other environmental This Department is n health laws. eW.WP'. kND USF.-mompaoo.loal 3 w rr 392195 04/29/96 03:31P RG 1 OF 8 REC DOC UCC SILVIA DAVIS RITY.IN COUNTY CLERK & RECORDER 0.00 RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO, APPROVING 1041 ENVIRONMENTAL HAZARD AND GENERAL SUBMISSION REVIEW FOR THE THOMPSON/WILLISON PROPERTY LOCATED IN COAL BASIN Resolution No. 95-�11) RECITALS 1. Bill and Patricia Thompson and Henry T. and Linda Willison (hereafter "Applicants") have requested that the Board of County Commissioners of Pitkin County (hereafter "Commission") grant 1041 Environmental Hazard and General Submission approval for two parcels generally located in the Coal Basin area and more specifically described in the attached "Exhibit All. 2. The subject properties are two 78.2 acre parcels, which were created via 35 acre subdivision exemption parcels pursuant to State Statute. The fathering parcel from which the subject properties were created, contained approximately 156.4 acres. 3. Access to the subject properties is provided via Coal Creek Road. The Applicant has demonstrated a legal right to use this roadway from Highway 133 to the subject property. 4. The Planning and Zoning Commission reviewed the applicant's request at regularly scheduled public meetings on August 2, and Resolution No. 952� Page 2 November 1, 1994, and found the Applicants' request to be inconsistent with the County's policies regarding "compatibility with adjacent or nearby public lands" and recommended denial of the application. S. The Board reviewed the Thompson/Willison application at a duly noticed public hearings on February 28th, June 14th, July 5th, August 23rd and October 11th 1995, at which time evidence and testimony was offered by the Applicants, Staff and members of the public. 6. The Board finds the applicant's request to be generally consistent with the applicable provisions of the Pitkin County Land Use Code provided the applicants adhere to the conditions outlined in this resolution. NOW, THEREFORE, BE IT RESOLVED by the Board that it does hereby approve the Thompson/Willison 1041 Environmental Hazard and General Submission application subject to the following conditions: 1. This approval is granted for one single-family dwelling of 1,500 to 2,000 square feet on each of the two lots. 2. The Applicant shall adhere to all material representations made in the application and in the public meetings. 3. Prior to building permit application, the Applicant shall record a 24 x 36 inch mylar 1041 Hazard Review Site Plan 392195 04/29/96 03:.31P RG 2 OF 8 Resolution No. 95-L� Page 3 which meets the approval of the Planning Office and County Attorney. The site plan shall include the following: a. The following 1041 Hazard Review Warning and Disclaimer language: "The provisions of these regulations do not in any way assure or imply that areas outside of designated hazard areas will be free from hazards, or that approved mitigation measures will guarantee the safety of any property." b. The following emergency service warning: WARNING: Emergency and firefighting vehicles and personnel may not be able to access the property and building site. Residents and visitors to this property should be prepared to self -rescue in an emergency situation. C . The building envelope shall on Parcel #1 shall be moved 120 feet to the northeast of and off of the alignmennt of the old railroad right of way. 4. The Applicants, their heirs, or successors shall maintain, to County driveway standards, its easement access necessary to reach the property. S. The Applicant shall comply with the recommendations of the DOW as follows: a. Maintain 100 foot setback from Porcupine Creek for any cabin construction. b. Revegetate any disturbed areas immediately following construction with native vegetation. C. All garbage shall be kept in bear -proof garbage cans/dumpster. The DOW can provide specifications for the trash containers upon request. d. If any fencing is constructed, it must be 42", 4 strand or less with a 12" kickspace between the 392195 04/29/96 03:31P RG 3 OF 8 11-1 Resolution No. 95-�') Page 4 top two strands. Any rail fencing shall be 48", 3 rail or less with at least 18" between two of the rails. In addition to the above restrictions identified by the Colorado Division of Wildlife, dogs shall be prohibited on the properties. This dog restriction shall only be lifted upon construction of a kennel. Dogs shall be limited to one per lot. 6. Prior to issuance of a building permit, the Applicant shall provide documentation of an adequate domestic water supply. Quantity and quality of said supply shall meet the approval of the Environmental Health Department. 7. The septic system for the site shall meet the approval of the Environmental Health Department. The Applicant shall obtain a septic system permit from the EHD prior to the issuance of a building permit. 8. The Applicant shall obtain a fireplace /woods tove permit from the Environmental Health Department, prior to the issuance of a building permit (if necessary). 9. The Applicant shall prepare and implement a fugitive dust control plan for review and approval by the Environmental Health Department prior to building permit issuance. 10. Positive drainage shall be maintained around all habitable structures. A 4 -foot -high berm shall be constructed behind (to the northeast and northwest) the proposed cabin on Parcel #1. A 3 -foot -high berm shall be constructed behind (to the northeast and northwest) the cabin on Parcel #2. 11. Prior to building permit issuance,the applicants shall make payment of $10,000 into an escrow account to be used only for the purpose of constructing (not scoping or planning) an alternate trail around the east side of subject property (the alignment of which shall be determined by the U.S. Forest Service) to rejoin the Dexter Park Trail on the north side of the property. These funds shall be returned to the applicants or there successors, with interest, in the event that the alternate trail is not constructed within four years of the 392195 04/29/96 03:31 F' FSG 4 OF 8 Resolution No. 95 - Page 5 date of tender of funds by the applicant. The applicants shall also, by separate document to be delivered immediately prior to start of construction of the trail over the applicant's property, grant an easement over the northern portion of the property (see attached "Exhibit B")for trail construction and use if a trail alignment through that area is determined, by the U.S. Forest Service, to be necessary for the installation of the alternate trail. In exchange for the money, which is to be placed in escrow and the agreement to grant an easement for the alternate trail, the Board agrees not to pursue a condemnation action for an easement along the existing trail alignment for four years from the date of this approval. However, the Board reserves the right to pursue condemnation or purchase of the property, in its entirety, at any time. 12. No development, including grading and vegetation removal, shall occur outside of the building envelope other than the access road improvements, grazing, removal of standing dead trees and fencing meeting DOW standards. 13. The applicants shall pay all costs associated with the acquisition, reconstruction, and maintenance of the power line (from the wash plant site to the subject property) in accordance with the "line extension agreement" between the applicants and Holy Cross Electric Association. 14. Stream banks which have been disturbed as a result of the installation of the culvert shall be stabilized. Prior to issuance of a building permit, the area immediately around the culvert shall be stabilized with rip -rap. The rip -rap shall extend all the way to the bottom of the stream channel and shall cover an area 4 feet in diameter around the edge of the culvert on both the upstream and downstream side of the roadway. All other stream bank areas in the vicinity of the road improvements which were disturbed during construction or are otherwise void of vegetation shall be revegetated within one year of the date of this approval. APPROVED AND ADOPTED ON THE 11Th DAY OF OCTOBER, 1995. 392195 04/29/96 03:31P PG 5 OF 8 s Resolution No. 95-''�'�' Page 6 BOARD OF COUNTY COMMISSIONERS, PITRIN COUNTY, COLORADO ; B el C. Ireland, Chairman Date r Jeanette Jones Dgputy Clerk d Recorder APPROVED AS TO FORM: APPR D AS TO CONTENT: 1 Tim Mommy, 7i John Ely, County Att y Acting Com. Dev. Director reso.doc TRODUCE . FIRST READ, AND SET FOR PUBLIC HEARING AT THE REGULAR MEETING ON THE AY OF 1999 �[( NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES ON THEI&AY OF W96, 19y •s APP OV,ED,AND ADOPTED AFTER SECOND READING AND PUBLIC HEARING ON THE DAY OF mss. l91 vl PUBLISHED AFTER ADOPTION IN THE ASPEN TIMES ON THE 4f DAY OF YA w"*. l 3 392195 04/29/96 03:31P PG 6 OF 8 Exhibit A PROPERTY DESCRIPTION PARCEL 1 A PARCEL OF LAND BEING A PART OF THE SEf/4NE1/4 AND THE N1/2SE1/4 OF SECTION 4, TOWNSHIP !0 SOUTH, RANGE 89 WEST OF THE -SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO; SAID PARCEL BEING MORE.PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 4, A 1256 9LM ` BRASS CAP FOUND IN PLACE, THE TRUE POINT OF BEGINNING: THENCE. S 00'52'34' W ALONG THE EASTERLY LINE OF SAID SECTION 4 812.29 FEET; THENCE LEAVING SAID EASTERLY LINE OF SECTION 4 N 90'00'00' W 1280.06 FEET; THENCE N 54'39'57' w 613.59 FEET; - THENCE N 90'00'00' W 820.44 FEET TO A POINT ON THE WESTERLY LINE OF SAID N1/2SE1/4 OF SECTION 4; THENCE N'01'54'24' E ALONG THE WESTERLY " LINE OF SAID N1/2SE1/4 445.57 FEET TO THE CENTER 1/4 OF SAID SECTION 4, A REBAR.ANO 3 INCH ALUMINUM CAP L.S. NO. 19598 IN PLACE: THENCE N 89'44'12 E' ALONG THE NORTHERLY LINE OF SAID N1/2SE1/4 1299.39 FEET TO THE EAST -CENTER 1/16TH CORNER OF SAID SECTION 4, A REBAR AND 3 INCH ALUMINUM CAP L.S. NO. 19598 IN PLACE: THENCE N 01'22'44' E ALONG THE WESTERLY LINE OF SAID SEI/4NE1/4 1,306.85 FEET TO THE NORTHEAST 1/16TH CORNER OF SAID SECTION 4, A REBAR AND 3 INCH ALUMINUM CAP L.S. NO. 19398 IN PLACE: THENCE N 89'49.39' E ALONG THE NORTHERLY LINE OF SAID SEI/4NE1/4 1287.20 FEET TO THE NORTH 1/16TH CORNER OF ,SECTIONS 3 AND 4, A REBAR AND J INCH ALUMINUM CAP L.S. NO. 19598 IN-PLACE: THENCE -S 00'50'48' W ALONG THE EASTERLY LINE OF SAID SECTION 4 1304:.51 FEET TO THE TRUE POINT.` OF BEGINNING, SAID PARCEL OF LAND CONTAINING 78.209_ ACRES, MORE OR LESS. :.:. TOGETHER WITH ACCESS- EASEMENT A. _ : 'ALSO TOGETHER 'KITH AN. ACCESS ;;*4 UTILITY EASEMENT. DESCRIBED AS r.'..:.. POLLOWSI - - - SA 10 EASEMENT BEING A-20:00 FOOT WIDE STRIP OF LAO SI7UATE6 IAFTH£ ; SE1/4N61/4, THE Nt/2SE1/4 AND THE SEI/4SE1/4 OF SECT ION..4; TOWNSHIP•• F'.10 SOUTH, RANGE 89 WEST OF, THE SIXTH PRINCIPAL MERIDIAN, COUNTY -'OF,'„ s P 1 TK I N, STATE OF •COLORADO-,'• BE I NG' 10_ 00 FLET TO• EACH S I OE OF THE" -, CENTERLINE OF' THE PRESENTLY EXISTING ROAD; AS SHOWN ON THE BOUNDARY ,SURVEY PREPARED BY HIGH COUKRY• ENGINEERING,, INC DATED. OCTO$EA`.50, 1992 ( JOB 192082.04).... PROPERTY DESCRIPTION' PARCEL A PARCEL OF LAND IN THE SE1 4SEi 4 / / AND •THE',N1/252 i /4 OF SECTION 4, TOWNSHIP 10 SOUTH, RANGE 89 `NEST OF THE S011H PRINCIPAL MERIO AN, co COUNTY OF PITKIN, STATE OF COLCRADO;' SAID PMCEL 9EING VCRE PARTICULARLY DESCRIBED AS FOLLGAIS: COk#AENC1NG AT THE SOUTHEAST CORNER OF,SA10'SECTION 4, A 1956 BLM BRASS CAP FOUND IN PLACE, THE TRUE POINT OF BECINNING; THENCE S 89'4C'20' W ALONG THE SOUTHERLY LINE OF. SAID SE1/4SE1/4 1322.92.^. FEET TO THE EAST 1/16TH CORNER OF SECTICNS 4 AND 9, A REBAR AND 3`, I_• INCH ALUMINUM CAP L.S. NO. 19598 W PPLACE:'. THENCE N 01'23'31' E' . ALONG THE WESTERLY LINE OF SAID SE1/4SE1/4 1305.63 FEET.TO THE.:-. L0 SOUTHEAST 1/16TH CORNER.OF SAID SECTION 4, A REBAR AND 3 INCH 71 CL ALUK41NUM CAP L.S. NO. 19598 IN PLACE; :THENCE:S 89'42'-15' W ALOMC. THE SOUTHERLY L 1 NE OF SAID NlV2SE.1 /4 131; ,1 5 ,FEET TO THE SOUTH+'+' � . CL CENTER 1/18TH CORNER OF -SAID SECTION 4, j1'.REBAR-AND 3 INCH ALUMI'" - '�1 CAP"L.S..NO. 19598 1N PLACE; THENCE N 01!54'24' £ ALONG THE 'THENCE_LEAVINO WESTERLY LINE OF SAID N1/2SE1/4 881,20 FEET; hI WESTERLY LINES 90'00'00' E 020..44FEET: THE4CE S 54'39'57' E -t_..' 613.59 -FEET; THENCE 90'00.OV,-E 1280.061FEET.:TO A'POINT ON Tt1seu...- _00'-52'.3,4-W EASTERLI! -L INE OF SAM . SECT 1 dIt~4; (HENCE S ALONG THE' EASTERLT LINE OF.SA10 SECT ION' 4.1798.91 FSETTO THE TRUE - POINT OF '. BEGtNNINC, SAID PARCEL OF -LAM CONTAININC 78.308. ACRES;. MORE OP.i.,;^. x .. LESS..ku TOGETHER WITH ACCESS EASEMENT'A, 6 ALSO TCf ETHER WITH AND.SU JECT Tp AW ACCE§S Atf UTILITY EASEMENT, DESCRIBED AS FOLLCKS: - SAID EASEMENT 9E 114G A 20.00 FOOT WI QE OF LAW SITUATED I N •THE .. a, _ •=SE1J.4NE1/4;'THE N1/2SE1/4 AND THE SEI//,SE1,4 OP. SECTION 4, TOWNSHIP - 10 SOUTH, RANGE 89 WEST OF THE SIIXTH 4I NCIPAL_VERI01AN, COUNTY OF L�3 pITKIN. STATE OF COLORADO BEING 10.00. FEET, TO EACH SIDE OF THE •: Q, 71:.CENTERLINE OF THE PRESENTLY Ex I ST ING. ROAD AS SHOWN ON THE 9ol:N0ARY: SURVEY PREPARED BY HIGH COUNTRY ENGINEERING. INC DATED OCTOBER 10. --1992 .(J00 i9. �V . 04) . - t poTcNTlPtt� �02EST SC'R�ItC.� - T'R;� 4 L �ld5ErY1Ei�1 � Ptd'-E!�' I VPPER LEVEL FLOOR PLAN DMWN 61 D. THOMP50N 1 T. VAILL CHEMED Bi. SCALE 1/4" . 1'-O' WE 06 -30 -a -I SHEET NO. A-3 NOSdWOH.L ROOF PLAN I� to EPS INSULATED STEEL RAFTER ROOF PANELS FA;,_A 5J § VINYL WINDOWS SIDING EPS INSULATED STEEL STUDDED BUILDING PANELS 11 7/5 TJI FLOOR JOISTS 5T1JCC R FOAM BLOCK AT E5PC5ED AREA5. APPROVED WATERPROOFING BELOW GRADE CONCRETE FILLED FOAM BLOCK FOUNDATION SYSTEM 4" CONCRETE SLAB TYPICAL WALL SECTION I,2.. = I'-0" n-,iomPSO,N DRAWN BY. D. THOlIP50N 1 T- VAILL CHECKED By SCALE A5 NOTED DATE: Ob -30 -DAT SHEET NO. A-4 NOSdWOHl 130' RADIUS BLDG ENVELOPE MAI WILLISON 1041 HAZARD REVIEW MAP A PARCEL OF LAND SITUATED IN THE SE 1 /4SE 1 /4, THE N 1 /2SE 1 /4 OF TOWNSHIP 10 SOUTH, RANGE 89 WEST F THE 6TH P.M. AND A 20.00' ACCESS r IN A PORTION OF THE E1/2 OF SECTIO 10 AND THE SW 1 /4 OF SECTION 11 I . RANGE 89 WEST OF THE 6TH P.M. COUNTY OF PITKIN, STATE OF C 50' SETBACK LINE, (TVP.820 ) 44 g 4� WELL SITE �+/� �• i F.L. CR 1 `-REBAR & CAP LS 019598 ' • TO BE SET (TYP.) LOINE, AC(BTYPK) PARCEL.2 78.205 AC. 8 589'42 15 W 1311.15 v GRAPHIC SCALE 500 ( IN FEET ) I Inch - 200 ft. ,, . 0 z NOTE: 1) BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF S 44'01.56" E BETWEEN THE WEST QUARTER CORNER OF SECTION 4 AND THE SOUTH QUARTER CORNER OF SECTION 4, 1958 BLM BRASS CAPS IN PLACE. 2) THIS PROPERTY IS SUBJECT TO RESERVATIONS. RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. 3) SCAEHENCROACHMENTS RE AS HOOWNA EVIDENCE WAS NOT AVAIABLEATTHE TIME OF THIS -SURVEY. 4) ELEVATIONS FOR THE TOPOGRAPHIC PORTION OF THIS MAP ARE BASED ON AN INTERPOLATED ELEVATION OF 8700' AT THE EXISTING ROAD FORK NEAR THE SOUTHEAST CORNER OF THE NW1/4SE1/4 OF SECTION 4. THIS VALUE WAS DERIVED FROM THE USGS MAP OF THE PLACITA QUAD. 5) THE CONTOUR INTERVAL FOR THIS SURVEY IS TWO FEET. ACTION' SACCORDING To ED up N ANY DEFECT IN THAW IYOU MUST S SURVEY WIITHIN THREE YEARS "NCE ANY LEGAL ACTION YOU FIRST UPON AFTER YOU FIRST DISCOVER SUCH DEFECT. IM NO EVENT NAY ANY ACTION DEFECTBASED Lpow AMY IN THIS SLIR%fY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. e S 89'40'20" W \ 1322.92' \ I M rn PROPERTY IDESCRIPTION PEL 2 A PARCEL OF LAND IN THE SEI/4S 1/4 AND THE N1/2SE1/4 OF SECTION 4;" TOWNSHIP 10 SOUTH, RANGE 89 WE T OF THE SIXTH PRINCIPAL MERID1 N. COUNTY OF PITKIN, STATE OF COLC:ADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLL COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 4. A 1956 BIM BRASS CAP FOUND IN PLACE, THE TRUE POINT OF BEGINNING: THENCE ' S 89'40'20" W ALONG THE SOUTHE�LY LINE OF SAID SEI/41/4 1322 92 FEET TO THE EAST 1/16TH CORNER CIF SECTIONS 4 AND 9, A REBAR AND INCH ALUMINUM CAP L.S. NO. 1958 IN PLACE: THENCE N 01'23'31" I: ALONG THE WESTERLY LINE OF SAI SEi/4SE1/4 1305.63 FEET TO THE SOUTHEAST 1/18TH CORNER OF SAI SECTION 4. A REBAR AND 3 INCH ALUMINUM CAP L.S. NO. 19598 IN,PLACE; THENCE S 89'42'15" W ALC;;G THE SOUTHERLY LINE OF SAID Nil/SEI/4 1311.15 FEET TO THE SpUTI+- CENTER 1/16TH CORNER OF SAID SICTION 4. A REBAR AND 3 INCH ALUTAINUM. CAP L.S. N0. 19598 IN PLACE; TWENCE N 01'54'24' E ALONG THE WESTERLY LINE OF SAID NIOSE1/ 861.20 FEET; THENCE LEAVING SAID WESTERLY LINE S 90'00'00 E 821.44 FEET; THENCE S 54'39'57' E 813.69 FEET; THENCE S 90'00'00 E 1280.06 FEET TO A POINT ON THE EASTERLY LINE OF SAID SECTICN 4; THENCE S 00'52'34" W ALONG THE EASTERLY LINE OF SAID SECTION.1 1795.91 FEET TO THE TRUE POINT OF BEGINNING, SAID PARCEL OF LAND CONTAINING 78.205 ACRES, MORE OR LESS. TOGETHER WITH ACCESS EASEMENT'I. 66 • a .. \ Y 1v1�1�TaTTi'ti.E- d SCALE 1" = 2000' ACCESS EASEMENT A, DESCRIPTION d' O N 61 A 20.00 FOOT WIDE STRIP OF LAND SITUATED IN THE E1/2 OF SECTION 10 AND THE SW1/4 OF SECTION 11, TOWNSHIP 10 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN. STATE OF COLORADO; 130' R A DIU SAID STRIP OF LAND BEING 10.00 FEET TO EACH SIDE OF THE FOLLOWING BLDG ENVELOP DESCRIBED CENTERLINE: 1p COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 10, A 1956 BLM BRASS CAP IN PLACE; THENCE S 56'37.55' E 7354.54 FEET TO THE p POINT OF INTERSECTION OF THE CENTERLINE OF SAID ACCESS EASEMENT AND v % THE CENTERLINE OF THE EXISTING COAL BASIN ROAD, THE TRUE POINT OF 00 BEGINNING; THENCE LEAVING THE CENTERLINE OF SAID COAL BASIN ROAD N PROP 0 S E D -ITE 89'13'12" W ALONG THE CENTERLINE OF SAID ACCESS 130.67 FEETTHE; O F SEPTIC THEHCE RIGHTTHHAVIINGGAARADGIUSAID OF 53.21RLINE FEET ANDNG THE ARC OF A A CENTRAL ANGLECO VE TO 46'20'28", A DISTANCE OF 43.03 FEET (CHORD BEARS N 68'02'58' W SYSTEM 41.87 FEET); THENCE CONTINUING ALONG SAID CENTERLINE N 42'52'43' W 21.13 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC ` OF A CURVE TO THE LEFT HAVING A RADIUS OF 123,03 FEET AND A CENTRAL ANGLE OF 72'03'37', A DISTANCE OF 154.73 FEET (CHORD BEARS 1 N 78'54'32' W 144.73 FEET); THENCE CONTINUING ALONG SAID E X EDGE O F CENNTERLINE S TERLINE ALONG THEOARC.OF A9 ; CURVETOHTHEERIIGGHHTIHAVIINGAAORADSAI IUSDOF 127.83 FEET AND A CENTRAL ANGLE OF 43'34'04', A DISTANCE OF 97.20 VEGETATION FEET (CHORD BEARS S 86'50'42" W 94.68'FEET ); THENCE CONTINUING _.ALONG SAID_.CEKTERLJN6.-LL-2.3•'-22'-li"--�W3 A*,FEETix TiWNCE CONTINUING -, •'--�r- -'- ~-� +4 ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE'TO THE LEFT HAVING , A RADIUS OF 390.87 FEET AND A CENTRAL ANGLE OF 34 04'41' A I. er.nc \ THENCE CONTINUING ALONG SAID CENTERLINE S \ NT 02' Mh35.86 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 123.26 FEET AND A CENTRAL ANGLE OF SCALE: 1' 50' 49'41'09", A DISTANCE OF 106.89 FEET (CHORD BEARS N 80'30.23' W 103.57 FEET); THENCE CONTINUING ALONG SAID CENTERLINE N 55'45'49' W 63.88 FEET: THENCE CONTINUING ALONG SAID CENTERLINE N 65'04'39' W218.80 FEET; THENCE CONTINUING ALONG SAID CENTERLINE N 71'23'38" W 88.08 FEET; THENCE CONTINUING ALONG SAID CENTERLINE N 64'37'18" W 99.53 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 183.70 FEET AND A CENTRAL ANGLE OF 71'33'57', A DISTANCE OF 229.46 FEET (CHORD BEARS S 79'35'44" W 214.83 FEET); THENCE �l CONTINUING ALONG SAID CENTERLINE S 43'48'45' W 80.31 FEET; THENCE CONTINUING ALONG SAID CENTERLINE S 64'05'55'.W 109.17 FEET; THENCE CONTINUING ALONG SAID CENTERLINE S 69'34'29' W 230.02' FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A 1041 HAZARD REVIEW WARNING AND DISCLAIMER CURVE TO THE RIGHT HAVING A RADIUS OF 119.26 FEET AND A CENTRAL ACCEPTANCE FOR RECORDING IF ANGLE OF 52'50'21", A DISTANCE OF 109.98 FEET (CHORD BEARS DESCRIBED AS FOLLOWS: 1041 HAZARD REVIEW MAP HAS BEEN ACCEPTED FOR FILINO.IN THE WARNING: EMERGENCY AND FIREFIGHTING VEHICLES AND PERSONNEL MAY N 84'00'20' W 106.13 FEET); THENCE CONTINUING ALONG 611.37 FEET; THENCE CONTINUING. N NOT BE ABLE TO ACCESS THE PROPERTY AND BUILDING SITE. RESIDENTS AND SAID CENTERLINE N 57'35'10''W ALONG SAID CENTERLINE ALONG THE ARC.OF A CURVE TO THE RIGHT HAVING N 0344 344 , COR,YELL ROAD '- VISITORS TO THIS PROPERTY SHOULD 6E PREPARED TO SELF -RESCUE IN AN A RADIUS OF 152.11 FEET AND A CENTRAL ANGLE OF'73'49'40', A HE SEI/4SE1/4 OF SECTION DAY OF 19 ^ __, IN PLAT BOOK_ PROPERTY IDESCRIPTION PEL 2 A PARCEL OF LAND IN THE SEI/4S 1/4 AND THE N1/2SE1/4 OF SECTION 4;" TOWNSHIP 10 SOUTH, RANGE 89 WE T OF THE SIXTH PRINCIPAL MERID1 N. COUNTY OF PITKIN, STATE OF COLC:ADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLL COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 4. A 1956 BIM BRASS CAP FOUND IN PLACE, THE TRUE POINT OF BEGINNING: THENCE ' S 89'40'20" W ALONG THE SOUTHE�LY LINE OF SAID SEI/41/4 1322 92 FEET TO THE EAST 1/16TH CORNER CIF SECTIONS 4 AND 9, A REBAR AND INCH ALUMINUM CAP L.S. NO. 1958 IN PLACE: THENCE N 01'23'31" I: ALONG THE WESTERLY LINE OF SAI SEi/4SE1/4 1305.63 FEET TO THE SOUTHEAST 1/18TH CORNER OF SAI SECTION 4. A REBAR AND 3 INCH ALUMINUM CAP L.S. NO. 19598 IN,PLACE; THENCE S 89'42'15" W ALC;;G THE SOUTHERLY LINE OF SAID Nil/SEI/4 1311.15 FEET TO THE SpUTI+- CENTER 1/16TH CORNER OF SAID SICTION 4. A REBAR AND 3 INCH ALUTAINUM. CAP L.S. N0. 19598 IN PLACE; TWENCE N 01'54'24' E ALONG THE WESTERLY LINE OF SAID NIOSE1/ 861.20 FEET; THENCE LEAVING SAID WESTERLY LINE S 90'00'00 E 821.44 FEET; THENCE S 54'39'57' E 813.69 FEET; THENCE S 90'00'00 E 1280.06 FEET TO A POINT ON THE EASTERLY LINE OF SAID SECTICN 4; THENCE S 00'52'34" W ALONG THE EASTERLY LINE OF SAID SECTION.1 1795.91 FEET TO THE TRUE POINT OF BEGINNING, SAID PARCEL OF LAND CONTAINING 78.205 ACRES, MORE OR LESS. TOGETHER WITH ACCESS EASEMENT'I. 66 • a .. \ Y 1v1�1�TaTTi'ti.E- d SCALE 1" = 2000' ACCESS EASEMENT A, DESCRIPTION d' O N 61 A 20.00 FOOT WIDE STRIP OF LAND SITUATED IN THE E1/2 OF SECTION 10 AND THE SW1/4 OF SECTION 11, TOWNSHIP 10 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN. STATE OF COLORADO; 130' R A DIU SAID STRIP OF LAND BEING 10.00 FEET TO EACH SIDE OF THE FOLLOWING BLDG ENVELOP DESCRIBED CENTERLINE: 1p COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 10, A 1956 BLM BRASS CAP IN PLACE; THENCE S 56'37.55' E 7354.54 FEET TO THE p POINT OF INTERSECTION OF THE CENTERLINE OF SAID ACCESS EASEMENT AND v % THE CENTERLINE OF THE EXISTING COAL BASIN ROAD, THE TRUE POINT OF 00 BEGINNING; THENCE LEAVING THE CENTERLINE OF SAID COAL BASIN ROAD N PROP 0 S E D -ITE 89'13'12" W ALONG THE CENTERLINE OF SAID ACCESS 130.67 FEETTHE; O F SEPTIC THEHCE RIGHTTHHAVIINGGAARADGIUSAID OF 53.21RLINE FEET ANDNG THE ARC OF A A CENTRAL ANGLECO VE TO 46'20'28", A DISTANCE OF 43.03 FEET (CHORD BEARS N 68'02'58' W SYSTEM 41.87 FEET); THENCE CONTINUING ALONG SAID CENTERLINE N 42'52'43' W 21.13 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC ` OF A CURVE TO THE LEFT HAVING A RADIUS OF 123,03 FEET AND A CENTRAL ANGLE OF 72'03'37', A DISTANCE OF 154.73 FEET (CHORD BEARS 1 N 78'54'32' W 144.73 FEET); THENCE CONTINUING ALONG SAID E X EDGE O F CENNTERLINE S TERLINE ALONG THEOARC.OF A9 ; CURVETOHTHEERIIGGHHTIHAVIINGAAORADSAI IUSDOF 127.83 FEET AND A CENTRAL ANGLE OF 43'34'04', A DISTANCE OF 97.20 VEGETATION FEET (CHORD BEARS S 86'50'42" W 94.68'FEET ); THENCE CONTINUING _.ALONG SAID_.CEKTERLJN6.-LL-2.3•'-22'-li"--�W3 A*,FEETix TiWNCE CONTINUING -, •'--�r- -'- ~-� +4 ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE'TO THE LEFT HAVING , A RADIUS OF 390.87 FEET AND A CENTRAL ANGLE OF 34 04'41' A I. er.nc \ THENCE CONTINUING ALONG SAID CENTERLINE S \ NT 02' Mh35.86 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 123.26 FEET AND A CENTRAL ANGLE OF SCALE: 1' 50' 49'41'09", A DISTANCE OF 106.89 FEET (CHORD BEARS N 80'30.23' W 103.57 FEET); THENCE CONTINUING ALONG SAID CENTERLINE N 55'45'49' W 63.88 FEET: THENCE CONTINUING ALONG SAID CENTERLINE N 65'04'39' W218.80 FEET; THENCE CONTINUING ALONG SAID CENTERLINE N 71'23'38" W 88.08 FEET; THENCE CONTINUING ALONG SAID CENTERLINE N 64'37'18" W 99.53 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 183.70 FEET AND A CENTRAL ANGLE OF 71'33'57', A DISTANCE OF 229.46 FEET (CHORD BEARS S 79'35'44" W 214.83 FEET); THENCE �l CONTINUING ALONG SAID CENTERLINE S 43'48'45' W 80.31 FEET; THENCE CONTINUING ALONG SAID CENTERLINE S 64'05'55'.W 109.17 FEET; THENCE CONTINUING ALONG SAID CENTERLINE S 69'34'29' W 230.02' FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A 1041 HAZARD REVIEW WARNING AND DISCLAIMER CURVE TO THE RIGHT HAVING A RADIUS OF 119.26 FEET AND A CENTRAL ACCEPTANCE FOR RECORDING IF ANGLE OF 52'50'21", A DISTANCE OF 109.98 FEET (CHORD BEARS DESCRIBED AS FOLLOWS: 1041 HAZARD REVIEW MAP HAS BEEN ACCEPTED FOR FILINO.IN THE WARNING: EMERGENCY AND FIREFIGHTING VEHICLES AND PERSONNEL MAY N 84'00'20' W 106.13 FEET); THENCE CONTINUING ALONG 611.37 FEET; THENCE CONTINUING. SAID EASEMENT BEING A 20.00 F NOT BE ABLE TO ACCESS THE PROPERTY AND BUILDING SITE. RESIDENTS AND SAID CENTERLINE N 57'35'10''W ALONG SAID CENTERLINE ALONG THE ARC.OF A CURVE TO THE RIGHT HAVING _ 0344 344 , COR,YELL ROAD '- VISITORS TO THIS PROPERTY SHOULD 6E PREPARED TO SELF -RESCUE IN AN A RADIUS OF 152.11 FEET AND A CENTRAL ANGLE OF'73'49'40', A HE SEI/4SE1/4 OF SECTION DAY OF 19 ^ __, IN PLAT BOOK_ EMERGENCY SITUATION. DISTANCE OF 196.00 FEET (CHORD BEARS N 20'40 26' W 182.72 FEET); 10 SOUTH, RANGE 89 WEST OF TH& THENCE CONTINUING ALONG SAID CENTERLINE N 16'14'30" E 381.81 AT PAGE _ THE APPLICANT ACKNOWLEDGES THAT HE/SHE HAS BEEN INFORMED BY PITKIN FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A PITKIN, STATE OF COLORADO BEI CENTERLINE OF THE PRESENTLY E)ISTINO COUNTY OF THE EXISTENCE OF "1041 HAZARD AREAS" THAT MIGHT AFFECT CURVE TO THE LEFT HAVING A RADIUS 103.41 FEET AND A CENTRAL FICi♦1 COMM EWMEEFIN4 Nr' 81601 THE PROPERTY AND ANY IMPROVEMENTS. AND THE USE AND OCCUPANCY 11 ANGLE 82'01'06. A DISTANCE OF 111,95,UING (CHORD BEARS SURVEY PREPARED BY HIGH COUNTfY ENGINEERING, INC DATED OCTOBER 10, THEREOF. THE PROVISIONS OF THESE REGULATIONS DO NOT IN ANY WAY N 14'46'13" W 106.56 FEET); THENCE CONTINUING ALONG SAID 6' ASSURE OR IMPLY THAT THE AREAS OUTSIDE OF THE DESIGNATED HAZARD CENTERLINE N W 80.38 FEET; THENCE NUINGALONG SAID AREAS WILL BE fREE FROM HAZARDS, OR THAT APPROVED MITIGATION RIGHT CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF ALO45'NG THE C3LENW00� SPRNCIB, GO 81801 MEASURES WILL GUARANTEE THE SAFETY OF ANY PROPERTY. 337.87 FEET AND A CENTRAL ANGLE OF 12'40'58", A DISTANCE OF 74.78 THIS HAZARD REVIEW WAS APPROVED BY RESOLUTION 95-235 RECORDED FEET (CHORD BEARS N 39'26'29' W 74.63 FEET): 'THENCE CONTINUING ,.. (303) 945-8878 94629-01 APRIL 29, 1996 AS RECEPTION NUMBER 392195. ALONG SAID CENTERLINE N 33'06'01' W 183.35 FEET;. THENCE 49'08'22".-W 167.74 FEET: CONTINUING ALONG SAID CENTERLINE N . THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO ' THE RIGHT HAVING A RADIUS OF 143.94 FEET AND A -CENTRAL ANGLE OF 57'19'13", A DISTANCE OF 144.00 FEET (CHORD BEARS N 20`28'46''W 138.07 FEET); THENCE CONTINUING ALONG SAID CENTERLINE CHAIRMAN N 08'10'50" E 86.76 FEET; THENCE CONTINUING ALONG SAID CENTERLINE PITKIN COUNTY ALONG THE ARC OF A CURVE TO THE *LEFT HAVING A RADIUS OF 392.82 FEET BOARD OF COMMISSIONERS AND A CENTRAL ANGLE OF 19'34'43 A DISTANCE OF 134.23 FEET (CHORD BEARS N 01'36'31" W 133.58 FEET); THENCE CONTINUING ALONG SAID CENTERLINE N 11'23'52 W 72.65 FEET; THENCE^CONTINUING ALONG SAID CENTERLINE N 46'47'43' W 66.14 FEET; THENCE CONTINUING ALONG SURVEYOR'S STATEMENT SAID CENTERLINE S 37'27'41" W 58.24.FEET;'THENCE CONTINUING ALONG SAID CENTERLINE S 71'36'22" W 97,37 FEET; THENCE CONTINUING ALONG I, FRANK W. HARRINGTON, REGISTERED LAND SURVEYOR, DO HEREBY STATE SAID CENTERLINE S 51'19'35" W 95.74 FEET; THENCE .C40NTINUING-ALONG , THAT I HAVE PREPARED THIS PLAT OF WILLISON/THOMPSON 1041 HAZARD REVIEW, SAID CENTERLINE ALONG THE ARC OE A CURVE TOTHE LEFT HAVING A THAT THE LOCATION OF THE OUTSIDE BOUNDARY, ROADS, TOPOGRAPHY AND RADIUS OF 303.21 FEET AND A CENTRAL ANGLE OF, 34'58'27", A OTHER FEATURES ARE ACCURATELY AND CORRECTLY SHOWN HEREON. DISTANCE OF 185.08 FEET (CHORD BEARS S 33'50'21" W 182.22 FEET; THENCE CONTINUING ALONG SAID CENTERLINE S 18'21'08' W 63,19 FEET, IN WITNESS THEREOF, I HAVE SET MY HAND AND SEAL 111 DAY TO A POINT ON THE WESTERLY LINE OF THE NEI /4 OF SECTION 10, THE OF 1eo�L 19 Yy a01111T1 �� R G/sj��y TERMINUS, WHENCE THE NORTHWEST CORNER OF SAID SECTION 10 BEARS FEET. `aya�90 N 49'16'03" W 3856.61 FRANK W. HARRI, 1j!os 19598 ;jmg rA'a•. • JQ` 2 6 21 96 '- REVtSE DESC Qc CERTS SEA �,k'A�•••�g�`` ""TrollllN �ilal°lp4 1 1 4 95 / / REVISE- LOT, BLDGENV, DESC k CERTS MDP N0. GATE REVISION BY PREPARED FOR: ALSO TOGETHER WITH AND SUBJECT . TO AN ACCESS AND UTILITY EASEMENT, ACCEPTANCE FOR RECORDING IF DESCRIBED AS FOLLOWS: 1041 HAZARD REVIEW MAP HAS BEEN ACCEPTED FOR FILINO.IN THE [� TOM WILLIS ON ' SAID EASEMENT BEING A 20.00 F T WIDE STRIP OF LAND SITUATED INTHETHIS 4, TOWNSHIP OFFICE OF THE CLERK AND RECORDER Of PITKIN COUNTY, COLORADO, THIS _ 0344 344 , COR,YELL ROAD '- SEI/4NE1/4, THE N1/2SE1/4 AND HE SEI/4SE1/4 OF SECTION DAY OF 19 ^ __, IN PLAT BOOK_ 10 SOUTH, RANGE 89 WEST OF TH& SIXTH PRINCIPAL MERIDIAN, COUNTY OF AT PAGE _ GLENWOOD 'SPRINGS, COLORADO PITKIN, STATE OF COLORADO BEI CENTERLINE OF THE PRESENTLY E)ISTINO 10.00 FEET TO EA04 SIDE OF THE ROAD AS SNQM4 ON THE BOIMDARY FICi♦1 COMM EWMEEFIN4 Nr' 81601 SURVEY PREPARED BY HIGH COUNTfY ENGINEERING, INC DATED OCTOBER 10, CLERK AND RECORDER 923 COOPER AVENUE 1882 ( JOB /82082.04) • C3LENW00� SPRNCIB, GO 81801 DES. MSB CK. FILE NO.-, SHe1;1 t _. ,.. (303) 945-8878 94629-01 10R. MOP JDATE 2/22/94 1 X62.01 IF