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Home My WebLink Aboutpitkin.eh.264316403002 (2007)Pitkin County Environmental Health & K.'atural Resources Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 07031 Parcel ID # 2643-164-03-002 Type of permit New( ) Repair() Addition/Remodel to House( X) Name of Owner Donald Rayburn Street Address 460 Woods Rd Property legal description Size of lot 5.95 Total square footage of the house 3500 sf Water source Private well # of bedrooms in house 5 # of offices, lofts & similar sized rooms in house 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) FIVE Bedrooms Permit information Designed by Hans Brucker, Pinnacle Design Mailing Address 0805 Buck Point Rd, Carbondale, 81623 Perc rate 11 Profile hole depth 8 ft Depth to groundwater or bedrock Minimum Septic tank capacity 2188 gallons Minimum Absorption area Comments >8ft 1161 sf / 50% reduce=580sf Septic permit approved per compliance with the engineer design and specifications dated April 23, 2007, Project # 2007.06. 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. Contractor shall contact engineer prior to construction to field stake all components. The design is for encased sewer pipe from the house to a grinder pump and flow to a 1250 gallon single compartment septic tank in series to a 1000 gallon two-compartment tank with an effluent filter. Flow is by gravity to a distribution basin with equal distribution to 4 trenches each with 10 Standard size gravelless chamber for a total of 40 Standard chambers. There must be a minimum of 6 ft of undisturbed soil between the trenches. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel. Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly encouraged. Permit approved by: Date: _ O Plans and specifications of the p posed 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 Depa a t. As -built drawings must be included with this permit before the final approval will be issued. Expiration Date: l D 7 Installer: <11,,,-�c.., License Number: f r J Date: Final approval: A,�,,__ ,��-C--roc c / C�' PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER Owner's Mailing Address <,c \110C—\�)S City, State, Zip V E 1\j C ci '3—, 1(C / Business Phone: Home Phone:Clio)Cl 7 , y& r5 E-mail Address: CC r� i� C� (� 1� fie k Primary Contact Person (all communication regarding this permit will go through this person) l Name Company i n n C, C, -C S i Ga- Y-1 _Contact Mailing Address 0, S -Os V -,,a- NZ-CN.City, State, Zip GQ Business Phone Cell Phone: q1to -{o Fax: - E-mail Address. Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.org) �D Building_ Permit # (if available) -_ _ Street address of property Nn , &IC Legal Description: Lot Block Filing 21,.e`i3 IV/ 0-2 Size of lot: c� acres. Type of proposed structure: \�`,,0 S� r� 1 �t F Total square feet of house 3p- � tit (�3� A�� #�f bedrooms (potential) in house s C Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker of bedrooms (potential) in caretaker unit Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition l5G) Emergency use ( ) Water: Private well } Spring ( ) Stream ( ) CommunitylPublic Water System ( ) If community system: Name of system The fee for a ISDS application is $500 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 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 cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, 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 Pitkin County 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 applicant i".4 /,�-w,M�_ Date Received by Receipt # G:\isds\isds appliclisdsapp rev072904.doc Via-- Date 9�59 T -d STZO-t,OL-OLG N9IS3G 31DdNNId I MA). 4 I daa:60 LO GO Page 1 of 1 0 Nancy Mackenzie From: Nancy Mackenzie Sent: Thursday, April 19, 2007 2:32 PM To: 'pinnacledesign@sopris.net' Cc: 'anita.rayburn@rof.net' Subject: Rayburn septic design 460 Woods Rd Hans, I have started review of the septic design you did and can't accept your design for the following reasons: 1) The separation required between the wells and the septic field for a 5 BR house is to be 160 ft and your design indicates the wells are 130 and 138 ft away. 2) Trenches are required to have a minimum of 6 feet of undisturbed soil between the trenches. So going center to center from the 3 ft wide infiltrator chambers, there would be a minimum of 9 ft. Your design shows 8 ft. and makes no statement about the 6 ft of undisturbed soil. 3) The resolution states that a water quality test must be done before the permit can be issued, so please get that in as soon as you can. This is just a bacteria test that can be done locally at the Aspen Consolidated Sanitation District lab. Nancy MacKenzie 970-920-5076 Pitkin County Environmental Health & Natural Resources Department Environmental Health Specialist 4/19/2007 May 13, 2008 C J PINNACLE DESIGN CONSULTING GROUP, INC. Mrs. Nancy MacKenzie 0805 BUCKPOINT ROAD . 0405 Castle Creek Road, Suite 10 CARBONDALE, CO 81623 Aspen, Colorado 81611 970-963-2170.970-7040215 FAX RE: CERTIFICATION OF RAYBURN RESIDENCE ISDS LOT 2, TWO MOON SUBDIVISION PITKIN COUNTY, COLORADO Dear Nancy: This letter represents construction certification of the Rayburn residence Individual Sewage Disposal System (ISDS) pursuant to the plans and specifications prepared by Pinnacle Design Consulting Group, Inc. The Rayburn ISDS was installed under the Pitkin County Environmental Health Department ISDS Permit Number 07031, on file with your records. The new ISDS system was designed to serve the recently expanded Rayburn residence. The system was designed with four separate absorption trenches that included chambers. I personally inspected the installation of the absorption trenches, septic tanks, and grinder pump vault. I observed the installation of the system including site preparation and piping as shown on our plan and detail sheets. The enclosed "as constructed" plan represents the location of new ISDS improvements. I trust that this letter provides adequate certification of the Rayburn ISDS installation pursuant to the plans and specifications prepared by my firm. Please feel free to contact me if you have any questions. Sincerely, Hans E. Brucker, PE,�y PINNACLE DESIGN CONSULTING GROUP, INC. HEB/heb cFs Enclosures: ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID # House Size (sq. ft.)(75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms in Main House `M�' w Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1000 State Review Required? no Perc Rate (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1750 Minimum tank capacity 2187.5 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 1,161 sq. ft. of absorption area required 75 gravelless chamber units without reduction # of Perc Holes Required: 3 DICK 4 9.8 A = (5k40934/sq.ft. with 50% reductionTRENCHES `— 59 gravelless chamber units with reduction STANDARD A = 580.409 s . . with 50% reductionTRENCHES 37 gr elless chamber units with reduction EQ 36 36 EQ36 units in TRENCHES QUICK4-EQ36 580 75 SETBACK FROM # of feet = 160 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 110 SETBACK FROM DRY GULCH # of feet = 85 E79 UICK 4 9.2 812.57307 sq ft 30% reduction BED 88 chamber units with reduc. 812.57307 sq ft 30% reduction BED 52 chamber units with reduc. 65 EQ36 units in a BED 813 127 Apri123, 2007 Mrs. Anita Rayburn 460 Woods Road Aspen, Colorado 81611 PINNACLE DESIGN CONSULTING GROUP, INC. 5 BUCK POINT ROAD ONDALE , CO 81623 70 • 970-7040215 FAX RE: RAYBURN RESIDENCE ADDITION Dear Anita; '',q . As requested, we have reviewed the subsurfaceo' s ils investigation prepared by HP Geotech for the subject residence and have designed an individual sewage disposal system (ISDS) in accordance with the results of their subsoil investigation. SITE CONDITIONS Lot 2 of the Two Moon Subdivision is situated at the end of Woods Road in a rural residential area within Pitkin County, Colorado where on-site wastewater systems are the only option for treating residential wastewater. The proposed drain field is located in an area with mild slopes of approximately 2% grade and is situated southwest of the proposed existing residence. The property is generally flat where the ISDS is proposed and is bordered by the Roaring Fork River to the east. The new ISDS will replace an existing system that has been determined to be nonconforming to current Pitkin County Environmental Health ISDS Regulations. PROPOSED CONSTRUCTION An existing 4 -bedroom house is currently located on Lot 2 and will be expanded to include an additional bedroom. When complete the addition and existing residence combined will include 5 -bedrooms and approximately 3,700 square feet. See sheet 1 of 4 (attached) for existing conditions and for the ISDS improvement locations. The ISDS average daily flow of 1000 -gallons per day (GPD) was calculated based on current Pitkin County Environmental Heath Department (PCEHD) regulations for a 5 -bedroom house with an average flow of 100 -gallons per person per day. The hydraulic loading with a peaking factor of 1.75 is therefore 1,750 GPD. The loading automatically accounts for washing machines and garbage grinders. SUBSURFACE CONDITIONS A subsurface, soil investigation was preformed by HP Geotech, the results of which are described in their letter dated September 12, 2006 (attached). Based on the percolation test results, a design percolation rate of 11 minutes per inch (MPI) has been Mrs. Anita Rayburn Page 2 of 4 April 9, 2007 PINNACLE DESIGN CONSULTING GROUP, INC. recommended by HP Geotech. No evidence of ground water was encountered in the profile hole. We feel confident that the test pits and profile hole locations represent the nature of the soils and their corresponding impact on the design percolation rate. RECOMMENDATIONS The ISDS design isAsed on an average hydraulic loading of 1,000 GPD and a percolation rate of 11 MPI. Based on PCEHD requirements the installation requires one septic tank having a total capacity of at least 2,188 -gallons. Two separate septic tanks in series will be required in this case due to availability problems with obtaining a 2,250 - gallon tank. A 1,250 -gallon septic tank followed in series by a 1,000 -gallon tank will be necessary. �11 Gravelless chamber trenches have been sized based on PCEHD regulations and should have a minimum area of 581 sq. ft (see design calculations on sheet 2 of 4). In addition, a grinder pump manhole should be installed due to the up -gradient proximity of the drain field with respect to the proposed residence. All tanks and manholes should be pre -cast concrete. In additon a 4" BiotubeTM effluent filter should be added to the outlet side of the 1,000 -gallon septic tank to filter outgoing effluent. The drain field layout includes 40 standard H-10 infiltrator units located in four (4) separate trenches and includes an approximate absorption area of 650 square feet. Vehicular and construction traffic within the chamber bed area should be prohibited to eliminate compaction of the subsoil matrix. Prior to installation, soil directly below the chamber beds should be scarified with backhoe bucket teeth to facilitate better infiltration. In this particular case we recommend standard H-10 chambers be used with a traffic loading of HS -10. The final grade in the chamber area should be in accordance with the details shown on sheet 4 of 4 (attached) and should be facilitated in such a manner so that surface water is directed away from the center of the chamber areas. The trench areas, at a minimum, should be reseeded with the native seed mix required by Pitkin County. Mrs. Anita Rayburn Page 3 of 4 April 9, 2007 PINNACLE DESIGN CONSULTING GROUP, INC. Irrigation sprinkler water should not be installed on top of, or immediately adjacent to the proposed chamber beds. INSTALLATON AND OBSERVATIONS The installation of the ISDS should be observed by the design engineer to verify the location, field depths, and separation distances. Given the tolerances and close proximity to the existing pond and Roaring Fork River, we strongly encourage that the drain field, septic tanks, and grinder pump manhole be staked by a representative from our office. OPERATION AND MAINTENANCE Periodic maintenance on the system will be required to assure optimum performance. The septic tanks should be pumped every two years, and the effluent filter should be cleaned as necessary during septic tank pumping. Only biodegradable products should be drained into the system and use of a garbage disposal should be minimized. Water softening backwash can be problematic to an ISDS. It is recommended that a separate drywell be constructed for backwash waste if a water softener is installed. No chemically treated water from hot tubs, pools, or spas should be drained into the ISDS system. OTHER CONSIDERATIONS If localized subsurface conditions differ from those encountered by the soils engineer, our office should be notified in order to evaluate potential modifications to the ISDS. Furthermore, if the PCEHD modifies the current design, we also should be notified of these changes. All ISDS construction shall be in strict accordance with PCEHD standards, rules, and regulations. Furthermore, the installation contractor shall be knowledgeable with PCEDH regulations, licensed for work in Pitkin County, and should demonstrate previous experience related to similar ISDS installations. Mrs. Anita Rayburn Page 4 of 4 April 9, 2007 PINNACLE DESIGN CONSULTING GROUP, INC. Please feel free to give us a call if you have any questions or require further assistance with this matter. `PD 0 L� L-4 4 J- 35088 �. �. z3, rucker, PE NACLE DESIGN CONSULTING GROUP, INC. HEB/heb Enclosures: lb:7b /177L7b/L4 G� &ec" HEPWORFM-PAWI_AK GEOTECHNICAL September 12, 2006 M. "Hor-M--k.44 a M-3-VLA1. r�w 71 HgnYmi,-rnMnk Gearechnicni. Inc. 5020 Comy Rcrad 154 Glenwood Springs. Colorado 81601 Mom 970-945-7986 Fax: 970-945-8454 email: hpitoftVocedixom r" -L U1 Anita and Don Rayburn 0460 Woods Road Aspen, Colorado 81611 Job No. 106 0772 Subject: Percolation Testing, Proposed Addition to Existing Residence, 0460 Woods Road, Pitkin County, Colorado. Dear Mr. and Mrs. Rayburn: As requested, Hepworth - Pawlak Geotechnical, Inc., performed percolation testing at the subject site. The testing was dome in accordance with our agreement for professional services to you, dated August 28, 2006, A profile pit and three percolation test holes were excavated on August 30, 2006 at the locations shown on Figure 1. The 109 of the profile pit is presented on Figure 2. The subsoils exposed in the Profile Pit consisted of about 2 feet of topsoil overlying slightly silty sandy gravel with cobbles and boulders to the pit depth of 8 feet. Result; of a gradation analysts performed on a sample of the gravels (mucus 5 inch fraction) obtained from the site are presented on Figure 3. No tiee water was observed in the pit and the soils were slightly moist to moist. Percolation test holes were hand dug in the bottom of sballow backhoe pits and soaked with water on August 30, 2006. Percolation testing was conducted on August 31, 2006, by a representative of Hepworth - Pawlak Geotechnical, Inc. The percolation test results are sumAoarized on Table 1. The percolation t icate infiltration rates between 9 and 15 minutes per inch with an average o1 ' utes inch Based on the subsurface conditions encountered and the percolati, the tested area sbould be suitable for a conventional infiltration septic disposal system, Pitkin County requires that a professional engineer design the septic disposal system. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTEC.HMCAL, INC. Jordy Z. Adamson, Jr., P.E. Rev. by: DEH JZA/ksw attachments Figure l — Location of Percolation Test doles Figure 2 — Log of Profile Pit Flawe 3 — Oradation Test Results Table 1 — Percolation. Test Results Parker 303-841.7119 0 Colorado Springs 719.633.5562 • Silverthome 970-468-1989 01/27/2000 16:56 9709256724 E. ANDERSON & ASSOC. PAGE 03 NOTES: 1. The exploratory pit was excavated on August 30, 2008 with a Caterpillar 30SCR Irackhoe. 2. The location of exploratory pt was measured by pacing from features shown on the site plan provided. 3. The exploratory pt elevation was not measured and log of exploratory pR Is drawn to depth. 4. The exploratory pit location sharid be considered accurate only to the degree bnpiled by the method used. 5. The lines between materials shown on the exploratorypit log represent the approximate boundaries between materiel types and tranaltions may be gradual. 6. No free water was encountered In the pit at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory TeStIng Results: +4 - Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve 1000772 1 600-11 1 LOG OF EXPLORATORY PIT I Figure 2 PROFILE PIT 0 0 9�a. r u- 5 6 isfl aCL, O m a +4--04 - ' -200-5 10 10 LEGEND: TOPSOIL; sandy silty day, organics, roots, firm. slightly moist dark brown. GRAVEL (GP -GM); sandy, slightly silty, with cobbles and boulders. dense, sfightly, moist to moist, brown, G� subrounded to rounded rocks. Disturbed bulk sample. _J NOTES: 1. The exploratory pit was excavated on August 30, 2008 with a Caterpillar 30SCR Irackhoe. 2. The location of exploratory pt was measured by pacing from features shown on the site plan provided. 3. The exploratory pt elevation was not measured and log of exploratory pR Is drawn to depth. 4. The exploratory pit location sharid be considered accurate only to the degree bnpiled by the method used. 5. The lines between materials shown on the exploratorypit log represent the approximate boundaries between materiel types and tranaltions may be gradual. 6. No free water was encountered In the pit at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory TeStIng Results: +4 - Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve 1000772 1 600-11 1 LOG OF EXPLORATORY PIT I Figure 2 .rwwwww��www �i�ww i��ww� ��\wwww^�� _— ��w � www♦ — ! www ww www www rwrw wrr—�� — a�w� ww�rwwww�wwww�� -+ww www wrw..� �•� ! wwr www www wrw� w! w w� —�— �sww — w wwl � r•�� ww1 � �i wY� w �� ww��ww�www www �.�� ! www www w�. www www wwwa www — r� — w� .www w�wwwr 1wwwYw -- wwi ! Ywl www wrwwwww � — wwrl— wr�r w� w�� www wr.w rwwr wrrri w � w� www �� r www www ww>_ ww wrr �� w i r w1w — www��ww�wrrr —www w wwwwww www �'r' ^• w rww�w � r—•—� — wwr www .rr�r � — � r>.r� � � •Yo www www.w ww www www w.rww �w . �� www w �� — w sraw. wir rrr � —_ ...._. �_ +•Y�r —�. � �... www �w� ww �.� rwwY ww —�� ww war www/ wwl r wwl Mr Ham % aCfi GRADATION TEST RESULTS bl/1//'Lbbb lb: 5b 9709256724 0 E. ANDERSON & ASSOC. HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 PERCOLATION TEST RESULTS PAGE 05 JOB N0, 106 0772 HOLE NO. HOLE DEPTH LENGTH OF WATER WATER DROP IN AVERAGE (INCHES) INTERVAL DEPTH AT DEPTH AT WATER PERCOLATION (MIN) START OF END OF LEVE. RATE INTERVAL INTERVAL (INCHES) (MINJINCH) INCHES INCHES P-1 60 10 6'A S 'A S '�ti 414 4 'A 3 91 Water added 6% 6 S 14 VY4 5 V4 4 3i4 4% 4 15 P-2 48 1Q 4% 3'k 3 '�4 2 Water added 5 4 1 4 3 1 3 2 1 2 1 10 P-3 54 10 9 2 'A 6'%A #7%A Z 4% 23i Water added 9 114 7% 6'14 1 6% i 5w 1'�k 5'h 4'A 9 Nate: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on August 30, 2006. Percolation tests were conducted on August 31, 2086. The average percolation rates were based on the fast three readings of each test. bl/1//lbd0 15:56 9709256724 E. ANDERSON & ASSOC. PAGE 02 APPROXIMATE SCALE WOODS ROAD EXISTING DRIVEWAY P1PQ,Z3 Q PROFILE PIT EXISTING RESIDENCE 106 07724:;;1515 Mm,,,� LOCATION OF PERCOLATION TEST -j "°^'o""*r""',"R�* HOLES Figure 1 4-23-07 0 2 : 43PM; ACSDWWTF ,9709257278 # 2/ 2 STANDARD BACTERIOLOGICAL WATER TEST ASPEN Anaiysl— f/ (� CONSOLIDATED SANITATION DISTRICT — UNSUITAPEI—L 0400 SERVICE CENTER DRIVE . — .... FOR TEST ASPEN, COLORADO 81611 (970) 925.7252, Ext. 109/ v0 RES(ILTS — PINS b d .1�-i'• /�;c;? a .._._..... -_— ... -Sajnplu LDC. _ a , , MEMBRANE` Fit TE'tCOUIL—�� .�., DIRECT 6!._.....__ 3 __. .� SAMPLE TAKEN: DATE. � % Q ' �, �- I. M. NAME OF r'f G %i;- tSUPPLY COUNT COLONES SUPPLYWis` L ` CWNTY t'r/(' /J IJL.J _......._ AIi�ur ADJUSTED COUNT' —,ter :-.. COLOIME5/1001M1 " v aAh9.4ER_, ( I COMMUNITY SUPPLY STRIBUTI .• Sy[ -)4 DUAL...... MGR. ( I NON COMMIAYRY ( )ROUTINE (X�TRItiU1"i0N SYSTEM SIX'F`I,Y TOTALCOLWORIM, ENT .,:-�•—. .SENT FECAL COLOF�iM: W ( )CHECK SAMPLE { ) PROCESS WATER ( ) ORMFq PU8C1( V SENT a ( ) RAW I ) GROUND ( ) S(,prAl: (x 1 PRIVATE ) SPECIAL PURPOSE :AMPLE I -MOTE. MEDIA J v X- IF ALL INFORMATION IS NOT SUPPLIED.THE SAMPLE WILL BE DISCARDED. 4- !TR 24 - — - REMARKS: -- --` LTB 48 �7 RETUNN TD_—!a �✓ !LY /3 ✓ lsltl! BGH w � � . ADOHL'95 _ Tb CI WG 0 Pi- — �� MPN—COLIFOAIWIooMl City -STATE _ )i�� — .` ./�/� �, PRESENCE OFo C0 IFORMS INDICATE NON. COMfry•IANCE WITH MINIMUM DRINKING $ - -- - SEE INSTRUCTIONS ON BACK PAGE WATER Sl"ANOARDS T SEE REVERSE FOA TIME LIMITATION;;. SAMPLINC, WSTkUCTIONS AND OEFIn ITIprS GI,I AS Canpta�ntp IJ Non•Compliance U Irn;,{kJ , w r -`....:-Gi-«epi,:.•.:-.�,__._... - DETERMINATION OF THE HE, ARE14G OFFICER OF THE COMMUNITY DEVELOPMENT DEPARTMENT OF PITKIN COUNTY, COLORADO, APPROVING THE`TW® MOON/RAYBURN 1041 HAZARD REVIEW Determination No.,g-2003 RECITALS Don Rayburn (hereafter "Applicant") has applied to the Pitkin County Hearing Officer (hereafter "Hearing Officer") for a 1041 Hazard Review approval to re-establish building envelopes on Lots 1 and 2 of the Two Moon Subdivision. 2. The parcels are located on Twining Flats Road and Woods Road, and more specifically described as Lots 1 and 2, Two Moon Subdivision. 3. The parcels ate zoned AFR-10. Lot 1 has 2.6 acres and Lot 2 has 5.9 acres. 4. The Hearing Officer heard this application at a public hearing on October 28, 2003, at which time evidence and testimony were presented with respect to this application. 5. The Hearing Officer finds that the building envelope avoids wildlife and riparian habitat areas, floodplain, and is located in a low to medium wildfire hazard area. NOW THEREFORE BE IT RESOLVED by the Pitkin County Hearing Officer that approval is hereby granted to the Two Moon/Rayburn 1041 Hazard Review subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. The Applicants shall adhere to all conditions and material representations made in the application and public meetings except as amended herein. 2. Prior to submittal for any building permits, the Applicants shall record a 24 X 36 inch mylar 1041 Hazard Review Site Plan in accordance with Sections 5-70-040 of the Land Use Code. A building envelope shall be depicted on the site plan encompassing all proposed development. Community Development shall approve the site plan prior to recordation. 3. The conditions of BOCC Resolution Nos. 229-2000 and 98-68 shall remain in full force and effect, with the exception of number 7 of No. 229-2000, the wildfire mitigation. That will be replaced by conditions No. 4 and 5 of this resolution. 4. The applicant shall comply with the following landscaping and wildfire defensible space mitigation standards as can be accomplished within the boundaries of the property: 451031 Page: 1 of 3 11/12/2003 10:318 SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00 A. Brush, debris, and non -ornamental vegetation shall be removed within a minimum 10 foot perimeter around the structure. B. Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels a minimum of a 30 foot perimeter around the structure. C. Spacing between clumps of brush and vegetation within the 30 foot perimeters shall be a minimum of two times the height of the fuel. Maximum diameter of the clumps shall be two times the height of the fuel. A11 measurements shall be from the edges of the crowns of the fuel. D. All branches from trees and brush within the 30 foot perimeter shall be pruned to a height of 10 feet above the ground and ladder fuels from around trees and brush shall be removed. E. Tree crown separation within the 30 foot perimeters shall have a minimum of 10 feet between the edges of the crowns. F. All branches which extend over the roof eaves shall be trimmed and all branches within 15 feet of the chimneys shall be removed. G. The density of fuels within a 100 foot perimeter of the structure shall be reduced. H. All deadfall within the 100 foot perimeter shall be removed. I. The applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. The applicant shall comply with the following additional wildfire mitigation standards: A. Roofing: New roofs shall have a class A roof covering or a class A assembly roof system. Wood shake/shingle roof coverings are prohibited. Flat roofs (up to a 3:12) pitch are prohibited unless they comply with the following: 1) All roof coverings shall be non-combustible Class A materials as defined in the Uniform Building Code (UBC) 1997 Section 1504 (wood shake/shingle roof coverings are prohibited) and installed on a Class A roof assembly. 2) All roof coverings shall have a surface that shall facilitate the natural process of clearing the roof. 3) All roof designs shall facilitate the natural process of clearing roof debris. Protrusions above the roofline, such as parapets, shall be prohibited. 4) Roofs shall be installed as required by UBC 1997 Chapter 15 and shall have a minimum slope of 1:48. 5) All roof designs, coverings or equivalent assemblies shall be specifically approved by the Fire Marshall prior to submittal of a building permit application. B. Vents shall be screened with corrosive resistant wire mesh with mesh '/4 inch maximum. C. Roofs and gutters shall be kept clear of debris. D. Yards shall be kept clear of all litter, slash, and flammable debris. E. All flammable materials shall be stored on a parallel contour a minimum of 15 feet away from any structure. F. Weeds and grasses within the 10 foot perimeter shall be maintained to a height not more than 6 inches. G. Firewood/wood piles shall be stacked on a parallel contour a minimum of 15 feet away from the structure. H. Swimming pools shall be accessible to Fire Department vehicles. 1. Fences shall be kept clear of brush and debris. J. Wood fences shall not connect to the structure. K. Any outbuildings or additional structures shall adhere to the same standards as structures. 11111111111111111111111111111111111111111111111111° / 1 sl°' -•3 L. Fuel tanks shall be installed underground with an approved container. M. Propane tanks shall be installed according to NFPA 48 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any above- ground tank. Any wood enclosure around the tank shall be constructed with materials approved for 2 hour fire -resistive construction on the exterior side of the walls. N. Each structure shall have a minimum of one 10 pound approved ABC fire extinguisher placed in a visible and accessible location. O. Addresses shall be clearly marked with 2 inch non-combustible letters and shall be visible and installed on a non-combustible post. P. New utility lines shall be buried. Pursuant to Ordinance No. 022-2000, the Applicants are subject to the Fair Share Requirements and shall pay a road impact fee. Prior to commencement of any earthmoving or construction activity, the Applicants shall stake the corners of the building envelope and install construction fencing around the perimeter of the building envelope. The fencing shall remain in place until issuance of Certificate of Occupancy. No vegetation shall be damaged or removed outside the building envelope. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 4-140 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on October 28, 2006. NOTICE OF THE PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY ON THE 28th DAY OF September 2003. APPROVED ON THE 28th DAY OF October 2003. PUBLISHED AFTER ADOPTION FOR VESTED REAL PROPERTY RIGHTS IN THE ASPEN TIMES WEEKLY ON_rWQ.*(0fr 1. 2-Qp3 ATTEST: *JaniTaylor, Administrative Assistant APPROVED AS TO FORM: John Eh', Count-\, ey Case #P091-03 PID4 264316303001 HEARING OFFICER OF PITKIN COUNTY, COLORADO A True, Hearing Off eer Date: to/2s/o�, APPROVED AS TO CONTENT: --LLQ 0"-M.A�� =� Cindy Houben, Community Development Director 491031 Page: 3 of 3 11/12/2003 10:31A SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00 11111111111111111 Ililll Ill 111111111111 III Iilll ILII Iill 449680 12/14/2000 02:03P RESOLUTI DAVIS SILVI Two Moon Major Plat Amendment 1 of 4 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Page 1 of 4 RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITION COUNTY, COLORADO APPROVING A MAJOR PLAT AMENDMENT TO THE TWO MOON SUBDIVISION Resolution No.o�;f-2000 RECITALS 1. Don Rayburn has applied to the Board of County Commissioners for a Major Plat Amendment to reconfigure two lots and their building envelopes in the Two Moon subdivision 2. The Planning and Zoning Commission heard this application at their regular meeting on October 3, 2000 and recommended approval with conditions. 3. The Board of County Commissioners heard this application at a public hearing on November 15, 2000 at which time evidence and testimony were presented with respect to this application. 4. The Board of County Commissioners finds that the proposed amendment meet the relevant standards of the Land Use Code. NOW, THEREFORE, BE IT RESOLVED by the Board that it does hereby grant approval of the Two Moon Subdivision Major Plat Amendment subject to the following conditions which shall run with the land and be binding on all successors in interest: 1. The conditions in this resolution shall replace the conditions of Resolutions 97-5 and 98-15 with respect to Lots i and 2. The conditions in Resolutions 97-5 and 98-15 shall still remain in full force and effect with respect to Lot 3, the Affordable Housing Lot. L Prior to the recordation of the amended final plat the Applicant shall: A. Choose and label a primary access for Lots 1 and 2; B. Shall submit a recorded fishing easement along the length of Lots I and 2 that includes the river water course and five feet above the mean high water mark and show it on the plat along with the floodplain limits and the top of the bank. The alignment of the rail fence along the top of the bank on Lot 1 shall be surveyed and included on the plat. C. The following Disclaimer shall be placed on the final plat: "1041 environmental hazard areas exist that might affect the property, any improvements, and the use and occupancy thereof. " Prior to submission of building permits, the Applicant shall: Al A. _Obtain an access permit from the County Engineer for any access improvements.. ,.✓ -- B. Submit to Community Development a construction management plan approved by the County Engineer should the residence exceed 5000 sq. 8.. C. Submit an amended final plat (both in mylar and digitally) to theCommunity Development Department for approval and recording. D. File a fireplace/woodstove permit with the Community Development Department Prior to the issuance of any building permits the Applicant shall: A. Obtain approval of an ISDS permit from the Environmental Health Department. The septic system must comply with all minimum horizontal setback requirements between its components and physical features. A qualified professional engineer must design the system. The septic system shall be located withinthe building envelope. 111111111111111111111111111111111111111 III 1111111111111 449680 12/14/2000 02:03P RESOLUTI DAVIS SILVI 2 of 4 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Two Moon Major Plat Amendment Page 2 of 4 6. Prior to the issuance of septic or building permits the applicant must document to the Environmental Health Department that the well meets setback requirements and that quantity and quality of the well water are adequate_ The following wildfire mitigation conditions shall be applicable to all structures on the property: Defensible Space: NOTE: Actual vegetation manipulation to meet these conditions may not be necessary where the �i natural vegetation patterns have already fulfilled these conditions. The owner of the property is responsible for creating and maintaining the defensible space as required below. it 7 A. Brush, debris, and non -ornamental vegetation shall be 6" or less between the edge of the river bank and all structures (i.e. ,mowed grass, low -growing perennials, and ornamental vegetation that is non -woody). Structural Design ano Construction a uirements: A. Roofs on all forthcoming structures and/or additions shall have a Class A, non-combustible roof system. Wood shake/shingle roof coverings and flat roofs (up to a 3:12 pitch) are prohibited in all wildfire hazard areas. B. All vents on all forthcoming structures and/or additions shall be screened with corrosive resistant wire mesh of one quarter inch maximum. C. New development on Lots 1 and 2 shall be equipped with an automatic residential fire sprinkler system asrecd ended by the Aspen Fire Protection District. i Maintenance: 1 A. Roofs and gutters shall be kept clear of debris. B. Yards shall be kept clear of all lister, slash, and flammable debris. C. All flammable materials shall be stored on a parallel contour a minimum of 15' from any structures. Miscellaneous: \ A. Firewood shall be stacked on a parallel contour a minimum of 15 feet away from any -structure. B. Propane tanks shall be installed according tp NFPA 48 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any above ground tank. Any wood enclosures around thtE tank shall be constructed wide materials approved for 2 hour fire -resistive construction Op the exterior side of the walls. C. Fences shall be kept clear of brush and debris. \, D. Wood fences shall not be connected to the structure. E. Fuel tanks shall be installed underground with an ap roved container. F. Each structure shall have a minimum of one 10 lb. AC fine extinguisher. G. Addresses shall be clearly marked and visible with minimum 2" noncombustible letters and shall be clearly visible at the primary point of access from the pubic or common access road and installed on a non-combustible post. illlll Hill 111111111111111111111111111111 11111 1111 1111 449680 12/14/2000 02:03P RESOLUTI DAVIS SILVI Two Moon Major Plat Amendment 3 of 4 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Page 3 of 4 H. Any outbuildings or additional buildings shall adhereto the same standards as structures. 8. No development including grading, landscaping, vegetation removal or disturbance, and well or segic system shall occur outside of the approved building and access envelopes except as may be necessary to implement the wildfire mitigation measures required elsewhere in this approval and to culvert the ditch. 9. The Applicant shall adhere to the following wildlife mitigation conditions: A. The building envelope for the amended lot 2 shall be at least twenty feet away from the top of the river bank. B. The building envelope for the amended lot 1 shall be at least tenfeet from the surveyed alignment of wooden fence along the top of the river bank. C. During construction, silt fences shall be installed along the top of the river bank to avoid debris spilling down the riverbank. D. There shall be no removal or manipulation of vegetation outside of the building envelope except to mow grass and comply with wildfire mitigation measures. The vegetation in the area between the top of the bank down to the river shall not be disturbed and no landscaping shall occur in this area. E. The Applicant shall install an approved bear -proof trash container' and all trash shall be kept in it. F. There shall be no more than 2 dogs on each property and these dogs shall be kenneled. G. Fencing outside of the building envelope must comply with currentPitkin County Fencing Guidelines. 10. The Applicant shall adhere to all material representations made in the application and public meetings. 11. School and Park "Cash -in -Lieu of Land Dedication" requirements as per Code Sections 3-130-040 (parks) and 3-130-080 (schools) will be required for development of Lot 1 and shall be satisfied prior -to issuance of a building permit for a residence on Lot 1. New development on both Lots 1 and 2 shall be subject to the Road Impact Fees as per Section 10-130. 12. Floor area shall be limited to 5,750 square feet exempt from growth management. Floor area shall be calculated based on the definition in effect at the time of building permit submittal.. 13. Statutory vested rights for approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to exceptions set forth in Pitkin County Land Use Code Section 4-140 and C.R.S. 24-68-105. The vested rights for this approval shall expire on November 15, 2003. - A bear -proof trash container must be a fully enclosed steel container of any size with a steel lid that has a 2 -step opening mechanism. Approval is granted by the Pitkin County Wildlife Biologist or personnel of the Colorado Division of Wildlife. 1111111111111111111111111111111111111111111111111111111 4496x0 12/14/2000 02:03P RESOLUTI DAVIS SILVI 4 of 4 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Two Moon Major Plat Amendment Page 4 of 4 NOTICE OF PUBLIC BEARING PUBLISHED IN THE WEEKEND EDITION OF THE ASPEN TrAES ON OCTOBER 14TH, 2000. ADOPTED ON THE 15TH OF NOVEMBER, 2000. Ve07CD .CiC. HTs fierier. PvQA.is#r_D int Th,,e A -s oeN -riot es vv ZPecea AeA Oz., -ZaoD . ATTEST: r Lyne Dean, Clerk iro the BOCC- APPROVED AS TO FORM: John Ely, Counbmey 264400038 P114-00 BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO By ellie Roy H r, air Date I • /,/-0y) APPROVED AS TO CONTENT: e e 1104 8.da Cindy Houben, Community Development Director 04 Ul I c.i — `o I— ... .... - ... RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO, GRANTING APPROVAL OF THE TWO MOON (aka RAYBURN/RAYDO) SUBDIVISION DETAILED SUBNIISSION AND FINAL PLAT Resolution No. 98- 'c + 1. Don Rayburn and Raydo, Inc., hereinafter, "Applicant", has applied to the Board of County Commissioners of Pitkin County, Colorado, hereinafter, "Board", for approval of detailed subdivision submission and final plat pursuant to the Pitkin County Land Use Code. 2. The subject property is located along the Roaring Fork River in the Twining Flats area, and is described on Exhibit A, attached. 3. The Planning and Zoning Commission reviewed this application on January 6, 1998, and recommended approval of the application subject to conditions. 4. The Board heard this application at a regularly scheduled public hearing on April 8, 1998, at which time evidence and testimony were presented with respect to this application. 5. The Board determined that the proposed activity meets the applicable criteria established in the Land Use Code, provided the conditions listed in this resolution are adhered to. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Pitkin County, Colorado, that it does hereby grant approval of the Two Moon Subdivision Detailed Submission and Final Plat subject to the following conditions: 1. The applicant shall adhere to all material representations made in the application and in public meetings. 2. Prior to building permit application, the applicant shall record a Final Plat meeting the standards of Land Use Code Section 5-40. 3. That all conditions of BO CC esolution No. 97 -main in full force and effect, except condition No. 14 s be_ modi eTto read, "The Board supports the conveyance of the Category 4 deed restricted single family residence to the existing tenant even if his family does not meet the current Category 4 guidelines." 4. The Final Plat shall show the fishing easement, the floodplain limits, and the DOT right of way. 1111111111111111111111111111111111 HIM 11111111 OF 1111 Resolution No.'� Page 2 5. School and Park "Cash -in -Lieu of Land Dedication" requirements as per Code Sections 3-130-040 (parks) and 3-130-080 (schools) will be required for development of Lot 2 and shall be satisfied prior to issuance of a building permit for a residence on Lot 2. 6. There shall be no new development onwithout effec�shall be placed on the plr 1041 Hazard Review ata establishment of a building envelope. A note to this 7. The County Attorney shall review and approve the subdivision covenants prior to plat recordation. INTRODUCED AND FIRST READ at a regular meeting and public hearing on the 8th day of April, 1998. NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN Mff S on the 7th and 28th days of March, 1998. APPROVED AND ADOPTED AFTER SECOND READING on the day of , 1998. �r N�7 LISHED AFTER ADOPTION IN THF ASPEN TINIHS on the day of998. ATTEST: BOARD OF COUNTY COMMISSIONERS OF PITIINN COUNTY, COLORADO ywre .jw� Deputy Clerk and Recorder APPROVED AS TO FORM John Ely County Attorney By: 6 �2- Dorothea FChai n DATE: RECOMMENDED FOR ADOPTION Cindy Houben Community Development Director 111111111111 HIM IIII11 III IIII111 IIIII III IIIII IIII IIII Exhibit A DON RAYBURN - SUBJECT PROPERTY Parcel A PARCEL NO. 2643 164 00 038 A tract of land situated in the NWASE/4 of Section 16, Twp. 9 S., Range 85 West of the 6th P.M., lying Easterly of the north -South Centerline of said Section 16 and southwesterly of the center of the Roaring Fork River described as follows: Beginning at a point on the North-South centerline of said Section 16 whence a rebar with a cap ... Donald H. Rayburn and Roberta R. Raybom, Grantees Willis A. Shattuck and Sarah D. Shattuck, and James A. Drais and Sue B. Drais, Grantors Warranty Deed Book 236, Page 722, dated 9/6/68 DON RAYBURN - SUBJECT PROPERTY Parcel B PARCEL NO.2643 164 00 031 A tract of land situated in the NWASF14 of Section 16, Twp. 9 S., Range 85 West of the 6th P.M., lying Easterly of the north -South Centerline of said Section 16 and southwesterly of the center of the Roaring Fork River described as follows: Beginning at a point on the North-South centerline of said Section 16 whence a rebar with a cap ... Donald K Rayburn and Roberta R. Rayburn, Grantees Betty Jane Harbour, Grantor Warranty Deed Book 236, Page 720, dared 10/7/68 DON RAYBURN - SUBJECT PROPERTY Parcel C PARCEL NO. 2643 162 00 030 Property lying with in Lot 1'7 Section 16, T9S, R85 W, of the 6th P.M. described as follows: Beginning at a point whence the Northwest Comer of said Section 16 bears ... Donald K Rayburn and Roberta R Rayburn, Grantees Walter C. Stroud and Helen E. Stroud, Grantors Warranty Deed Book 250, Page 895, dated 9/24/70 11111111111111111111111111111111 HE i RESOLUTION OF THE BOARD OF COUNTY COMNUSSIONERS OF PTTK N COUNTY, COLORADO, GRANTING LOT LINE ADJUSTMENT, GMQS EXEMPTION FOR AFFORDABLE HOUSING, 1041 HAZARD REVIEW AND CONCEPTUAL SUBMISSION APPROVAL FOR THE RAYBURNlRAYDO SUBDIVISION Resolution No. Reeltals 1. Don Rayburn and Raydo, Inc. (hereafter "Applicant") has applied to the Pitkin County Board of County Commissioners (hereafter "Board") for approval of a Lot Line Adjustment and Concepttial Subdivision to develop two "free-market" lots and for a GMQS Exemption for Affordable Housing to ratan an existing single family residence as a deed restricted= affordable housing unit in the AH zone district 2. The property is located along the Roaring Fork River in the Twining Flats area, and is described on Exhibit "A" attacbed 3. The Pitkin County Planning and Zoning Commission reviewed this application at their regular meeting on September 6, 1996, and recommended approval of the application subject to conditions. 4. The Board heard this application at their regularly scheduled and duly noticed public heaving on December 18, 1946, at which time evidence and testimony was presented with respect to this application. S. The Board finds that this application is supported by the Aspen Area Community Plan because it preserves employee housing within the extended Aspen area metro area. NOW TIMREFORE BE IT RESOLVED by the Pitlan County Board of County Commissioners that it hereby grams Lot Line Adjustraem and Conceptual Subdivision approval to the Applicant subject to the following conditions: 1 • The Applicant shalt prepare Lot Lisle Adjustment and Subdivision Plats for recording. If all three pa=ls axe to be included in the subdivision, a separate lot line adjustment plat is not required. The Lot Line Adjustment shall be noted on the subdivision plat. 2. The new `Free market" buiil&M envelope shall be set back at least 30 fret from the top of the�`, / � Qk bank of the Roaring Fork River. This shall be illustrated on the subdivision plat. 3. The existing Raydo single family residence and lot shall be rezoned AH upon recording of -, N the inial plat. The existing residence shall be deed restricted with the Aspenll)ifl i County , Housing Authority to Housing Authority Category 4 Cnudelines prior to recording the final plat. I oil 111 Bill 1111111 Sail 1111111111111111 +aa MIM IMM USOU"201 1 of 7 R 0.D8 D SM N 6.06 PITKIN C"rY 'MJM Resolution No. 11:5 Page Z 4. The Applicant shall create a building envelope around the existing home which is to be rezoned to AH and shall set the envelope back from slope edges at least 30 feet. 5. The new "free-mm*ef'borne &hail be equipped with an automatic residential fire sprinkler system as recommended by the Aspen Fire Protection District. 6>,; 6. The Applicant shall adhere to the standard wildfire guidelines as follows: A. Location: 1. The building envelope shall not be located in draws, canyons or on slopes greater than 300. B. Defensible space: The area around the s structure shall incorpmte landscaping with wildfire defensible space considerations as follows: a) NOTE: Actual. vegetation manipulation to meet these conditions may not be necessary where the natural vegetation patterns have already fulfilled these conditions. b) Brush. debris, and non-0rnamontal vegetation shall be removed within a minimum 10 foot perimeter around the structure. c) Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels a minimum of a 30 foot perimeter around a stiuctare built on flat ground. (For greater slopes ref. CSFS Safety Zone chart. Paget 13, Wildfire Guidelines For Rural Homeowners), . d) Spacing between clumps of brush and vegetation within the 30 foot perimeters shall be a minimum of two times the height of the fuel. Maximum diameter of the clumps shall be two times the height of the fuel. All measurements shall be from the edges of the crowns of the fuel. e) All branches from trees and brush within the 30 foot perimeter shall be pruned to a height of 10 feet above the ground and removal of ladder fuels from around trees and brush, f) Tree crown separation within the 30 foot perimeters shall have a minimum of 10 feet between the edges of the crowns. This does not apply to mature stands of Aslan trees where the above' recommendation for removal of ladder fuels have been complied IN Nil 1111111111 mill IW 111111111111111111111 1R1 FiI�K kw - Oak Resolution No. page 3 shall with_ In areas of Aspen regeneration, the spacing guidelines be followed. g) All branches which extend ever the roof eaves shall s shall eetrcmzno d and all branches within 15 feet of tite chimneys ,ter of the structures h) The density of fuels within a 100 foot Pe ime has nvt already ocrred• shall be reduced vvbere natural reduction i) All deadfall within the 10() foot perimeter shall be removed, J) The applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. C, Structural Design and Construction RNIi meats: 1, Roofing: a) Roof constmction shall be Class A, non-combustible (no wood ahawshingles) material with no flat roofs. . 2 Vents: e) Vents shall be screened with corrosive resistant wire mesh with mesh 1/4 inch maximum - D. Maintenance: 1. Roofs and gutters shall be [rept clear of debris. 2. yards shall be kept clear of all litter, slash, and flammable debris. 3, Ail flammablo materials shall be stored on a parallel contour a minimum of 15 feet away from any structure. 4. Weeds and grasses within the 10 foot perimeter shall be maintained to a height not more than 6 inches. B. Miscellaneous: 1 Firewood/wood piles shall be stacked on a parallel contour a minimum of 15 feet away from, the struett - 2. Swimming pools shall be accessible to 3Fire bePwtment vehicles, jj jj tt Ifll� 1�t till III MI 11 lit lollUMON �1p 3 • T R 8.8o D @.A0 N x.00 �xT14IN COUN'CY GLER4C Resolution No.Mmt) Page 4 3. Fences shall be kept clear of brush and debris. 4. Wood fencer, shall not connect to the structure. 5. Any outbuildings or additional structures .shall adhere to the same standards as muctu ra. C. Fuel tanks shall be installed underground with an approved container. -� . 7. Propane tanks shall be installed according to NFPA 48 standards and on a contour away from the structure with standard defensible space vegetation Mitigation around any alcove -,ground tank, Any wood enclosure around the tank shall be constructed with materials approved For 2 hour fire- ' Msistive construction on the exterior side of the walls. 8 Each structure shall have a minimum of one 10 pound ABC fire extinguisher. 9. Addresses shall be clearly =Eked with 2 inch non-cornbustible letters and F. Access: sha11 be visible and installed on a non-combustible. post. 1. Access roads shall be built to County standards. �. Water Supply: L In the event of a wildfire water can be pumped directly ftm the oaring Fork River. f. Utilities: 1 • Utility lines shell be buried 7. Excepting the access drive and utilities, all development must be i contained aPproved building envelope unless wthin the includes septic systems and landscaping. lly Tempted through this review. This 8. The survey shall be revised to show the Affordable Housing parcel in its entirety. 9. Prior to or concurrent with the ung of the final plat, the Applicant shall submit the plat information in a digital format acceptable to the Community Development for M purposes, III� III fill 111191' Resolution No, Page 5 10. Prior to the issuance of building or sewage disposal permits, the Applicant shall verify a legal water supply and shall document the location of the water wells and their quality and quantity to the satis€action of the Environmental Health Department. 11, Prior to the issuance of a building permit, a sewage disposal permit must be approved by the Em dronmental Health Department. 12. If fireplaces or woodstoves are proposed, a permit from the Environmental Health Department shall be obtained prior to the issuance of a building permit. 13. The Applicant shall dedicate a fishing easement along the length of the property to include the watercourse and 5 feet above the high water line. 14. Prior to Detailed Submission, the applicant shall meet with the Aspen/Pitkin County Housing Office to determine eligibility requirements for the proposed Category 4, deed restricted single family residence. The Hoard supports conveyance of this residence to the existing tenants if they qualify under the Housing Guidelines. 15. The Applicant shall adhere to all commitments and representations made with respect to this application. IN`T'RODUCED AND FIRST READ at a regular meeting and public hearing on the 18th day of December, 1996. NOTICE OF PUBLIC MAKING PLBLISI1lED IRT THE ASPEN I MES on the 16th day of November, 1996. APPROVED AND ADOPTED AFTER SECOND READING on the 8th day of January, 1997. LISHED AFTER THE ADOPTION IN THE ASPEN TIMES on the day of , 1997, ATTEST: Deputy clerk and APPROVED AS TO FORM: BOARD OF COUNTY COMMISSIONERS, OF PITKIN COUNTY, COLORADO By: J s R. True, Chair, ate: APPROVED A5 TO CONTENT; 111111111111111111 IN 11111111111111111111111111 IN Resolution No. q?—g, Candy Houben, County Community Development Director 111111111111111111111111111111111111111111111111111 IN EXHIBIT. A DON RAYBURN - SUBJECT PROPERTY Parcel A PARCEL NO. 2643 164 00 038 A tract ofiand sh=od in the NWl4SFJ4 of Section 16, Twp. 9 S., Range 85 West of the 6th P.M., lying Fasteriy of the north -South Caawline of said Section 16 and southwesterly of the center of the roaring Fork River described as Mows- Beginning at a point on the North-South c enter ine of said Section 16 whence a rebar with a cap .. . Donald $ Rayburn and Roberta R. Rayborn, Grantees Willis A. Siuuttuck and Sarah D. Shattuck, and James A. Dais and Sue B. Drais, CT ra=rs Warranty Deed Book 236, Page 722, dates 916168 DON RAYBURN - SUBJECT PROPERTY Pared B PARCEL NO. 2643 164 00 031. A tract ofland sibnsted in the NWI4SEJ4 of Section 16, Twp. 9 S., Range 85 West of the 6th FM, lying Easterly of the north -South Carrteriine of said Section 16 and southwesterly of the center of the Roaring Fork River described as follows: Beginning at a paint on the North-South centerline of said Section 16 witaaca a rebar with a cap ... Donald R Rayburn and Roberta R. Rayburn, Gramm Reay Jane Harbour, Grantor warranty Deed Book 236, Page 720, dated 10!7168 DON IZAY13URN - SUBJECT PROPERTY Parcel C PARCEL NO. 2643 162 00 030 Property lying with in Lot 12, Section 16, T9S, R85 VST, of the, 6th P.M. dc=*bed as foilowa Beginning at a point whence the Northwest Corner of said Section 16 bean... Donald It Rayburn and Roberta. IL Rtyt=4 Grantees Walter C. Stroud and Hdan E. Stroud, Grantors Warranty Recd Book 250, Page 895, dated 9124!70 I 1111111111 AIV HIM Hill 1111111111 IN 1111 ll IN 11111111 W RJ.25.7A t/ O THIS FORM MUST BE SUBMITTED PRIOR TO COLORADO DIVISION OF WATER RESOURCES THE EXptR.S.TION OF THE ., 1845 Sherman St. PERMIT. TYPE OR 300 Columbine BldgnZ PRIta IN BLACK INK. Denver, Colorado 80203 (+ COPY OF ACCEPTED STATEMENT MAILED AFFIDAVIT ttES�u�E� ON REQUEST..` F COLORADO �J. I SS.=---�G�C� I ! // COUNTY OF LY AUG 2 R 2006 PITKINGUUNTU�LIF GROUND WATER HEALTH & NA RESOURCES AMENDMENT OF EXISTING RECORD �U PERMIT NUMBER 17 THE AFFIANT(S) whose mailing X X5'3 2 address is City A 5/1/5 Al (STATE) I / LOCATION OF WELL County f / A of the % +!5, Section% /� S D yY G P.M. Twp. (N on sl ` Rng. E on w) being duly sworn upon oath, deposes and says that he (they) is (ore) the owner(s) of the well aescrlDea nereon; tliC wctt t� located as described above, at distances of 3:40 0 feet from the !yB/7%�1 section line and 't 1"?'O40 feet from the tHan TN On SOJTM) f,457- section line; water from this well was first applied to a beneficial use for the purpose(s) described herein on the (EAST On WEST) day of � 19 75 ; the maximum sustained pumping rate of the well is 34) gallons per minute, the pumping rate claimed hereby is _ �5 `gallons per minute; the total depth of the well is 37 feet; the overage annual amount of water to be diverted is /.-a acre-feet; for which claim is hereby made for purpose(s); the legal description of the land on which the water from this well is used is BIW �y sE � S/� � fj5y� 7`95 r� ry/ay% which totals �2, 27 acres and which is illustrated on the map on the reverse side of this form; that this well was completed in compliance with the permit approved therefor; this statement of beneficial use of ground water is filed in compliance with law; he (they) has (have) read the statements made hereon, knows the content thereof; and that the same are true of his (their) knowledge. Signature(s) Subscribed and' ;sw"r, to before me'on ttis \� day o{��+�� 19`�� My Comm issionlexpires': 18L 411 - - A]� HOT4RT PVe 41� ACCEPTED FOR FILING BY THE STATE ENGINEER OF COLORADO PURSUANT TO THE FOLLOWING CONDITIONS: F 2'71976 DATEVVIMIX STATE ENGINEER FOR OFFICE USE ONLY Court Case No. %� _- w - .20c Prior. Mo. Day —_ Yr. Div. 1-5— Cty. Sec. 1" �.. •, well Use. Dist. Basin Mon. Dis. VV -AJ -26-72^ THIS FORM MUST BE SUBMITTED WITHIN 05 DAYS OF COMPLETION OF_THE WORK DESCRIBED HERE- ON. TYPE OR PRINT IN BLACK COLORADO DIVISION OF WATER RESOURCE$, 101 Columbine Bldg., 1845 Sherman St. �'' Denver, Colorado 80203 WELL COMPLETION AND PUMP INSTALLATION REPORT PERMIT NUMBER ONO", lk- ,J'S 610 �'w't INK. _'I4 of the of Sec. --- t WELL OWNER R. ADDRESS �f� DATE COMPLETED j----- • 19 f CHOLE DIAMETER ,,.�++�� in. from _e__ to ft• Iwcl I 1 (1C; in. from to ft. in. from to ft. CASING RECORD: Plain Casing Size & kind' from to � fl Size & kind from to f' Size & kind from to f' Perforated Casing Size ___�_7 & kind _ .A from .. � to G z - f Size & kind from to T1 Size & kind from to ft GROUTING RECORD Material Intervals Z4 — :2 T" Placement Method GRAVEL PACK, Size Interval TEST DATA Date Tested -9--/ , 19 Static Water Level Prior to Teest f Fl. Type of Test Pump fzy Length of Test Sustained Yield (Metered) Final Pumping Water Levelc� Well drilled by C d LL 11Y,5 A91f l i— G l"Y (> //VC Lic. No. Gay Pump installed by C—AN'4D/1Y Z/41,0 Co . Lic. No. Meter Serial No. ❑ Flow Meter Dote Installed Owner of land on which water is being used pdN,44P y' It V131,'IP A ON THE LOCATION TMUST BE SHADED OR CROSS -HATCHED ONE E WHICH OF THE WELL MUST BE SHOWN AND THEIAGRAMBELOWE WATER 1S USED NORTH This diagram represents nine (9) sections. Use the CENTER SQUARE (one section) to indicate the location of the well, if possible. NORTH SECTION LINE rn -ZW + to M ..� n Ll o X u z u' Lnr— + + rn a + + T U j SOU H SEG ION L I E THE SCALE OFT E DIAGRAM IS TWO INCHES E UALS ONE -MI E + + + + + --1 mile =- WATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers 1 acre of land 1 foot deep. 1 cubic foot per second (cfs) ... 449 gallons per minute (gpm). 1 acre-foot ... 43,560 cubic feet ... 325,900 gallons. 1,000 qpm pumped continuously for one day produces 4.42 acre-feet. 100 gpm pumped continuously for one year produces 160 acre-feet. mf ,pe 'Wf ml fit( 3te Im am EL atl tat en ust u rr yen CONTRACTORSSTATEMENT The undersigned, being duly sworn upon oath, deposes and says that he is the contractor of the well or pump installation described hereon; that he has read the statement made hereon; knows the content thereof, and that th sam is true of his own knowledge. Signature &L—License No. State of Colorado, County of SS Subscribed and sworn to before me this ; day of -4/, 19 My Commission ex es: /� , 19 (Votary Pub)i � FORM TO BE MADE OUT IN QUADRUPLICATE: WHITE FORM must be an original copy on both sides and signed. WHITE AND GREEN copies must be filed with the State Engineer. PINK COPY is for the Owner and YELLOW COPY is for the Driller. WR) -5-73 Application must be complete where applicable. Type or print in BLACK INK. No overstrikes or erasures unless initialed. Proper fee must be submitted with the application. COLORADO DIVISION OF WATER RESOURCES 300 Columbine Bldg., 1845 Sherman St., Denver, Colorado 80203 {1) APPLICANT - mailing addr NAME Donald H. Ray b�u- PERMIT APPLICATION FORM (g ) A PERMIT TO USE GROUND WATER (X) A PERMIT TO CONSTRUCT A WELL FOR: ( ) A PERMIT TO INSTALL A PUMP ( ) REPLACEMENT FOR NO. ( )OTHER STREET Box 1532 A,v/r CITY As Colo. 81611 (state) (zip) TELEPHONE NO. 923-4786 (2) LOCATION OF PROPOSED WELL County Pitkin NWY. of the SB Section 16 Twp. 9 S Rng. 85 W 6 P.M. (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) 15 Average annual amount of ground water 1.5 to be appropriated (acre-feet) Number of acres to be irrigated Proposed total depth (feet),. Aquifer ground water is to be obtained from: 1 7o Owner's well designation Annie #1 GROUND WATER TO BE USED FOR ( ) HOUSEHOLD USE ONLY - no irrigation (0NDUSTRIAL (5) (X) DOMESTIC (1) ( ) LIVESTOCK (2) ( ) IRRIGATION (6) ( ) COMMERCIAL (4) ( ) MUNICIPAL (8) ( ) OTHER (9) (4) DRILLER Collins Drilling Co. Name Street Box 375 City Carbondale Colo. 81623 (State) (ZIp) Telephone No. 963-2812 Lic. No. 634 FOR OFFICE USE ONLY: DO NUI WKI It rn 1 nwReceiptNo. _ '61 0 5� / Basin Dist. CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the 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. APPROVED FOR DOMESTIC USE, INCLUDING Tq IRRIGATION OF NOT OYER ONE ACRE OF ROX GARDENS AND LAWNS. APPLICATION APPROVED G W.D. COUNTY -� PERMIT NUMBER `794 -74 DATE ISSUED 12� EXPIRATITE UN �� 197 �C a U4 -%A (STATE ENGINEER) BY. i (5) THE LOCATION OF THE PROPOSED WELL and the area on which the water will be used must be indicated on the diagram below. Use the CENTER SECTION (1 section, 640 acres) for the well location. I*— t MILE, 5280 FEET- 4. NORTH SECTION LINE —. + I (6) THE WELL MUST BE LOCATED BELOW by distances from section lines. 3200 North ft. from sec. line (north or south) 2400 ft, from East sec. line feast or west) LOT BLOCK FILING * SUBDIVISION (7) TRACT 011-1 WHICH WELL WILL BE LOCATED No. of acres 2.27 Will this be ' the only well on this tract? PROPOSED CASING PROGRAM Yes (8) Plain Casing 7 in. from o ft. to 50 ft, in. from ft. to ft. Perforated casing 7 in. from 50 ft. to 70 ft. in. from ft. to ft. (9) FOR REPLACEMENT WE LLS give distance and direction from old well and plans for plugging it: The scale of the diagram is 2 inches = 1 mile Each smal I square represents 40 acres. WATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second (cfs) ... 449 gallons per minute (gpm) A family of 5 will require approximately 1 acre-foot of water per year. 1acre-foot ... 43,560 cubic feet ... 325,900 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. (10) LAND ON WHICH GROUND WATER WILL BE USED: Owners) Donald H. & Roberta R. Rayburn No. of acres: 2. 27 Legal description: NW& SEg S16 RBSW T9S BthPM (11) DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposol system to be used. Domestic household, lawn,& garden Septic system will meet county standards. (12) OTHER WATERIR GHTS used on this land, including wells. Type of right Used for (purpose) Legal Description of land on which used 1.5 cfs of HarbourD—ZjWciRing irXictation Same as above. (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS TRZ THE BEST OF ISKptG�WLEDC�. SIGNATURE OF APPLfCAN S Use additional sheets of paper if more space is required. + -} + 4 -)- -a- � + - -� - -f - +- - -{-- - -- - -�- Yes (8) Plain Casing 7 in. from o ft. to 50 ft, in. from ft. to ft. Perforated casing 7 in. from 50 ft. to 70 ft. in. from ft. to ft. (9) FOR REPLACEMENT WE LLS give distance and direction from old well and plans for plugging it: The scale of the diagram is 2 inches = 1 mile Each smal I square represents 40 acres. WATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second (cfs) ... 449 gallons per minute (gpm) A family of 5 will require approximately 1 acre-foot of water per year. 1acre-foot ... 43,560 cubic feet ... 325,900 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. (10) LAND ON WHICH GROUND WATER WILL BE USED: Owners) Donald H. & Roberta R. Rayburn No. of acres: 2. 27 Legal description: NW& SEg S16 RBSW T9S BthPM (11) DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposol system to be used. Domestic household, lawn,& garden Septic system will meet county standards. (12) OTHER WATERIR GHTS used on this land, including wells. Type of right Used for (purpose) Legal Description of land on which used 1.5 cfs of HarbourD—ZjWciRing irXictation Same as above. (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS TRZ THE BEST OF ISKptG�WLEDC�. SIGNATURE OF APPLfCAN S Use additional sheets of paper if more space is required. V IN THE DISTINCT COtJ::T IN AND FOR DATER DIVISI0i1 NO. 5 STATE OF COLORADO Application No. '.,7-2.699 Ira TIE 07 THE APPLICATION ) FOR T1ATEIi RIGHTS OF ) DONALD 1I. RAYPU^N ) IN TIIE ROARING FORD RIVER ) IN PITKIN COUNTY RULING OF REFEREE The above entitled application was filed on Ma,7 28, 1975, and was referred to the undersigned as ':eater Referee for Water Division No. 5, State of Colorado, by the ,nater Judge of said Court on the 9th day of June, 1975, in accordance -,.lith Article 92. of Chapter 37, Colorado Revised Statutes 1973, known as The 1�7ater Rights Determina- tion and Administration Act of 1969. And the undersigned Referee having made such investigations as are necessary to determine whether or not the statements in the ap- plication are true and having become fully advised G•.7ith respect to the subject matter of the application does hereby make the following determination and ruling as the Referee in this matter, to -wit: 1. The statements in the application are true. 2. The naive of the structure is Annie Welt -No._ 1,__ 3. The name of the claimant and address is Donald H. Rayburn; box 1532; Aspen, Colorado. 4. The source of the water is a well having a depth of 70 feet. 5. The well is located in the r>1.?4 SE -14 of Section 16, T.9S., R.85W. of the 6th P.I%, at a point 3,200 feet South of the forth line and 2,400 feet West of the East lincaoctid /6. 6. The use of the water is domestic and lat.m and garden irrigation. 7. The date of initiation of appropriation is Hay 26, 1975. 8. The amount of water claimed is 0.033 cubic foot of water per second of time, absolute. 9. Permit 11o. 79474 was issued by the Office of the State Engineer on June 12, 1975, approving the well for domestic use, in- cluding the irrigation of lawns and gardens not over one acre. 10. The well was completed and the water applied to the above beneficial uses on September 8, 1975. The Referee does therefore conclude t .at the above entitled ap- plication shoulcl be --ranted and tliat 0.033 cubic foot of water per second of time hereby is awarded to the ATinie ,.'ell No. 1, for domestic use, including lai:7i and garden irrigatior2 not. to e�:ceed one acre, with appropriation date of the 26th day of May, 1975, absolutely and uncon- ditionally; subject, however, to all earlier priority rights of others and to the integration and tabulation by the Division Engineer of such priorities and changes of rights in accordance with law. It is accordingly ORDERED that this ruling shall be filed with the Water Clerk and shall become effective upon such filing, subject to Judicial review pursuant to Section 37-92-304 CRS 1973. It is further ORDERED that a copy of this ruling shall be filed with the appropriate Division Engineer and the State Engineer. Done at the City of Glenwood Springs, Colorado, this day of J�E�'T�/�/.d�iG , 197 Sr i7o trot est —is filed in th ° r tttor The forer;oing Tulin^ i; cons irmod and approved, and is rade the Judgment and Decree of this court. Dated: ater u�:�o BY THE REFEREE: �.a-ter :; e f free Water Division No. 5 State of Colorado A ` 1 s a 4 a e � Lower Level Floor Plan EARL ANDERSOI & ASSOCIATE! ASPEN DENVER SNOWMAS 406-P Aspen Business Cc CcnNutlonpen,— Aspen, CO 816 oe+kn xxmpmsns 970-925.67 5600 S, Quebec, 5u11e ID Greenwood Villa 9e, CO 801 MARK DATE 720-529-88 Fax 720-529.88 z O I— Q LU 0 Z C0 o LU 0 0 C) N > ? W 1 a L/ C:. � 4J z d +wlab CcnNutlonpen,— e-+reb oe+kn xxmpmsns vo+-es smem.nL Oman saPw mmmeeo:meAl MARK DATE DESCRIPTION PROTECT N0: o60+ MODEL FILE: DRAWN BY: MEA CHWO W. EVA COPYRIGHT NOTICE: onweaa. w.�mmene ma aver aavmmm. in. �mfe in tleansro rmm, orelarea W me o«iaaer e Dation � voMwmre are i�.w,nma a s.nioe i W mie vrored, a oefgaer a omga.rn a waire�a ,neu ea anmm me euma enu a sar.i� u mon bw, ttaWtay ene oiM1ar referee Eine <o0yroh4. Te Oeelgiw 0•enb W me 0 o repoLow me Oes vNe Yaentt 1 of BeNiae eoldy br Our4Taee of mMV w�s� marre�n�ne me v�pea. me ownf. ar o senla ro< rm�,e .aala. mreilo,re ro � vroi«r or m, Dmf, arola�. �m� OWM! oaeine ma prur xrekn apreemant ol6.e M eMOne�e wmu�mme. An naumorl+ee KII be acme PrvnxY ei beNlry b' me Cetlgner aM IM Oee mMu en e! ® CoeNlpl9Eel A-- 6 Auo2abs, LN. PROJECT NORTH New Lower Level Floor Plan A-104 • C7U Ito ?.CvFi alo • �� NE hCYeT,� 4FGAi r" � ..� X= Ql'1.9Lt%P,K G L 1 t ♦ � 1 � 1 1 t I a 1 I Ir 1 .�v;D• I 7 ♦i `- G7RALF/Q l �IJfK.r4:SnC i .S1 �� 31 u I 1 l { 1041 /G'oo;f 40.aJ V'ICHTY MAP , �': `147 s rsr, FGA�1 ?RtJf ,:CaBt.4`PC y, ,y /ry SAF _ f APnir L^—r®era 3au+ AMENDED LOT 2 -- S1,1g- �GE7BPk#. �dC1#" ! iS.Rf� AMENDED Aj-V 2/ FAr'M-rJ- C OL,N-r-OF f ITY-IN, 45rA -F- cr ;a* ` r-tSr l~1'.'tC1Y� �=[7�hJTf !-3EA�Z1i�dG- GK; 1rt.:� TH1�7--------•ICY-k---ICY APQi ICANT'S )MkIVER _ Hrll,sfHE DMS 4 1NFC ED DY F'm<N ifJUNTY OF THE EXIt7 E1 --CE OF iCy41 44�- -,f -,FA-D T1 -AT "AY AF-EZ:F --AE 1 fr!rY, ANI�-D TF- ObE A91[D CICd` �I-AN C -Y v �E A 1Q TQ tpr2— A/K/A 00, F --r w REODRDING CERTIFICATE THW-D 4 ILNOF-0LOTD 1 At -402 T`401,/ �" 5UD.!Wi.s'1 IC41 HAZ--''v-v^ --E,VF-'W,-'W,7F-- AN +Af/4.` - A6i FOK f=1LJW !N T* OFF IGE vFTi Ti{f F1T+014 Qc�,•iTlr( L�� 7 iIIIII�IIIIII II I�IIIIIIlI�I1 III i";I�I�I II1,III 4e e241, e; a7 jobmD arm t7A1✓[Er� i7 L01n 1 t NP Post 2/ KAYO N I offices= +, Cok"& 63512 Two }. ✓P�{C3N v &7ti 525 2665}1�.ViEy✓ rJ' t"} -f- P1..A,;+..! f~ G.1Co, T -It, KbnW,, &7H PNP.; P?TJl3H CO, C(aO, t ♦ F'Y2lP�°•AP.`r i � 1 1 t I a 1 I .�v;D• I 7 ♦i `- G7RALF/Q l �IJfK.r4:SnC i .S1 �� 31 `147 s rsr, FGA�1 ?RtJf ,:CaBt.4`PC y, ,y /ry SAF _ f APnir L^—r®era 3au+ AMENDED LOT 2 -- S1,1g- �GE7BPk#. �dC1#" ! iS.Rf� AMENDED Aj-V 2/ FAr'M-rJ- C OL,N-r-OF f ITY-IN, 45rA -F- cr ;a* ` r-tSr l~1'.'tC1Y� �=[7�hJTf !-3EA�Z1i�dG- GK; 1rt.:� TH1�7--------•ICY-k---ICY APQi ICANT'S )MkIVER _ Hrll,sfHE DMS 4 1NFC ED DY F'm<N ifJUNTY OF THE EXIt7 E1 --CE OF iCy41 44�- -,f -,FA-D T1 -AT "AY AF-EZ:F --AE 1 fr!rY, ANI�-D TF- ObE A91[D CICd` �I-AN C -Y v �E A 1Q TQ tpr2— A/K/A 00, F --r w REODRDING CERTIFICATE THW-D 4 ILNOF-0LOTD 1 At -402 T`401,/ �" 5UD.!Wi.s'1 IC41 HAZ--''v-v^ --E,VF-'W,-'W,7F-- AN +Af/4.` - A6i FOK f=1LJW !N T* OFF IGE vFTi Ti{f F1T+014 Qc�,•iTlr( L�� 7 iIIIII�IIIIII II I�IIIIIIlI�I1 III i";I�I�I II1,III 4e e241, e; a7 jobmD arm t7A1✓[Er� i7 L01n 1 t NP Post 2/ KAYO N I offices= +, Cok"& 63512 Two }. ✓P�{C3N v &7ti 525 2665}1�.ViEy✓ rJ' t"} -f- P1..A,;+..! f~ G.1Co, T -It, KbnW,, &7H PNP.; P?TJl3H CO, C(aO,