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HomeMy WebLinkAboutpitkin.eh.264329200009 (1999)Aspen/Pitkin Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Permit # 99088 Parcel ID # 2643-292-00-009 Type of permit New(X) Repair( ) Addition to House( ) Name of Owner Robert and Kathy Courson Street Address _ /70 ti /'` r, E Property legal description Pioneer Springs Ranch Subdi ision, Lot 6 Size of lot 38 acres Total square footage of the house 7736 Water source Brush Creek Metro District # of bedrooms in house 5 # of offices, lofts & similar sized rooms in house 0 Caretaker unit n/a Total square footage of the caretaker unit n/a # of bedrooms in caretaker unit n/a # of offices, lofts & similar sized rooms in caretaker unit n/a M yi Designed for what # roorrs (list) Five (5) Y'..... Designed by Mailing Address Permit information Church and Associates 4501 Wadsworth Blvd. Wheat Ridge, CO 80033 303 463-9317 Perc rate 39 mpi Profile hole depth 2.5 ft. Depth to groundwater or bedrock Septic tank capacity 3250 gallons Absorption area Comments 2.5 ft to bedrock 2046 taking 30 % reduction for chambers Septic permit approved per compliance with the engineer design and specifications dated September 1, 1999. 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. This department does not endorse any brand of products that may be used in the installation of this septic system. The engineer design offers a baffled distribution box as an option. This department will require the distribution box contain a baffle to slow water entering from the inlet pipe. Permit approved by:�ZL �J/ `� �� Date: /� {' `�'� i .X 2 r_ Plans and specifications of the proposed 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 Dep rtment. As -built drawings must be included with this permit before the final approval will be issued. u CSYI Installer: e, [ , Final ins Pitkin County Environmental Health Department Contact Log Sheet i � . - Person Spoken To Comments Action to be Taken PO Mffiff�- - s I . 1 1 ■�i1���_ _ - N �i MM CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS January 25, 2002 Dakota Development Attn: Gavin Guinan 309 AABC, Ste A Aspen, Colorado, 81611 Subject: Installation Observation Clarification, Proposed Courson Residence Lot 6, Pioneer Springs Ranch Pitkin County, Colorado Job No. 11472W Mr. Guinan, REC�`vE� � AN � 0 2002 PITKIN G�UNH�p,�1H ENVIR��MEN�P As requested, we are providing verification for the repair of the distribution box, and the conformation of an ei�uent niter installed in the septic taim. The concrete distribution box was repaired as instructed in November 2001. There was a Biotube pump vault, and effluent filter, installed as designed on December 1, 1999 If there are questions or if we may be of further service, please call. Sincerely, CHURCH and Associates, Inc. 4 ^� Tim R. Petz EOC/trp 2 copies sent Copy to APEHD, Attn: Carla Block DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 303.463.9317 Fax: 303.463.9321 LOVELAND 970.663.2124 WESTERN SLOPE 970.948.5803 Tim Petz, 02:50 PM 01/10/200 2E: courson From: Tim Petz <tpetz@geo-church.com> To: "'Carla Block"' <carlab@ci.aspen.co.us> Subject: RE: Date: Thu, 10O Ja�2 14:50:38 -0700 X -Mailer: Internet Mail Service (5.5.2448.0) X-ECS-MailScanner: Found to be clean I will elaborate on those items. -______ -----Original Message ----- From: Carla Block [mailto:carlab@ci.aspen. co. us] Sent: Thursday, January 10, 2002 1:59 PM To: Tim Petz Subject: courson Hey Tim, Happy New Year? I received your final as -built for the Courson residence and there were a few outstanding issues.. 1) there was no mention of a filter installed on the outlet of the tank. 2) was the d -box repaired? If you could let me know, that would be great. thanks, cb Carla Block Environmental Health 920.5438 Printed for Carla Block <carlab@ci.aspen.co.us> Page 1 of 1 01/10/2002 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS December 26, 2001 Dakota Development Attn: Gavin Guinan 309 AABC, Ste A Aspen, Colorado, 1611 Subject: Installation Observation, Proposed Courson Residence Lot 6, Pioneer Springs Ranch Pitkin County, Colorado Job No. 11472W Mr. Guinan, RECEIVEC JAN �, 2002 ENV1?10NMF_NTA& HAF_PZ As requested, we are providing verification for the installation of the onsite wastewater system (OWS). Multiple site visits were made in the months of November and December of 2001. The system was designed under our Job No. 11472W, dated September 1, 1999. The system includes the installation of one 2000 -gallon, single -compartment, precast concrete septic tank, and one 1250 -gallon one -compartment precast concrete septic tank with a pump in a BiotubeTM pump vault. Six gravelless chamber beds, with four feet of imported sand filter material, were installed as indicated on Figure 1, each bed with two rows of 11 chambers. A concrete distribution box was used to r, distribute effluent evenly to the beds. ,44 Carla Block, with the Aspen Pitkin Environmental Health Department, was onsite December 12, 2001 to observe open excavations of the installed field, the distribution box, and the septic tank access risers. An J OWS as -built drawing, gradation analysis of the sand filter material, and digital pictures of the initial OWS excavations are presented as Figures 1 through 3. There was an excessive amount of fill placed on the southern half of the most up -gradient bed on the OWS. The depth of fill was measured at seven feet through the observation pipe. Our firm and Infiltrator Systems, Inc. does not recommend more than four feet of fill placed on gravelless chambers, although due to the small area of field covered we do not anticipate problems. The southern half of the most up -gradient trench should be monitored in June of 2002 to confirm the trench is performing appropriately. The pump, alarm, and BiotubeTM vault were in place at the time of our third site visit. The construction foreman, Tim, with Dakota Development, may activate pumping system at his discretion. The components of the OWS were installed in conformance with our plans and specifications. DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 303.463.9317 Fax: 303.463.9321 LOVELAND 970.663.2124 WESTERN SLOPE 970.948.5803 aInstallation Observation Job No. 11472W Page 2 If there are questions or if we may be of further service, please call. Sincerely, CB Ed, EOC/trp 2 copies sent Copy to APEHD, Attn: Carla Block LOT 6 PIONEER SPPINGS RANCH ASPEN, COLORADG DISTRIBUTION UTILITY EASEMENT 4O'NE 2000 GALLON SINGLE COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK FOLLOWED BY ONE 1250 GALLON SINGLE COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK WITH .-.. .. Rrf 1w I rt -Sr % I 1 11 T BUILDING ENVELOPE I 2046 SF OF INFILTRATIVE AREA IN SIX GRAVELLESS OVER EXCAVATED BEDS WITH IMPORTED SAND FILTER MATERIAL EACH BED - 11 CHAMBERS IN LENGTH (68.75 FEET) - 2 CHAMBERS WIDE (6 FEET) TOTAL CHAMBERS= 132 CHAMBERS JOB NO. 11472W f FIGURE 1 SCALE 1 " = 50' 100.0 90.0 80.0 70.0 a' 50.0 w 40.0 30,0 20.0 10.0 0.0 CHURCH & Associates, Inc. Engineers & Geologists Denver Colorado, 303-463-9317 Evergreen Colorado, 303-816-1455 Castle Rock, Colorado 303-660-4358 Gradation Test Results 12200 w100 X50 00 #16 #8 U 3/8" 3/4" 1=1/2" 3" x-140 0.01 0.1 1 10 100 Diameter of Particle in Millimeters DESCRIPTION: Sand, slightly clayey, moist, brown GRAVEL 0% SAND 92% FINES 8% MOISTURE 2.5% DATE: 12/17/01 JOB NAME: Coursen JOB NUMBER: 11472 HOLE / SAMPLE Bag DEPTH N/A LIQUID LIMIT N/A PLASTICITY INDEX N/A DRY DENSITY (pc fl N/A FIGURE 2 0 LOT 6 PIONEER SPRINGS RANCH ASPEN, COLORADO .•.... _ jL I- Lw. EXCAVATION FOR OWS JOB NO. 11472 FIGURE 3 Pitkin Co "M October 15, 2001 To: Jeff Hancox Robert Trown & Assoc. P.O. Box 6820 Snowmass Village, CO 81615 RE: Courson Residence, Pioneer Springs Ranch Subdivision, Lot 6 CC: Tim Petz, Church & Associates Environmentdl HUM Dear Mr. Hancox, This letter is to advise you that the Individual Sewage Disposal System (ISDS) permit for the above stated residence/property has expired and cannot be renewed. The permit applied for became invalid 6 months from the date that the permit was issued. Projects that are continuing to be constructed must submit a new application. This application must be in compliance with the April 15, 2001 (revised) ISDS Regulations. If this project has been abandoned, please notify this office. Thank you, in advance for your help and co-operation in this matter. Sincerel Madelyn B. Sigley Pitkin County Environmental Health G:/[SDS/exp'd permit ltr.doc 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920-5077 www.pitkingov.com JAN. 29. 2001 8:220 ROBERT TROWN & ASSOC `jam R I'j 1 l�C�LJ IDT OWN & , ,.IATE 1,INC. 11o� January 29, 2001 Ms Madelyn Blumenthal Environmental Health Department 130 S. Galena Aspen, CO 81811 Via Fax: 920-5077 Re: Courson Septic Application Dear Madelyn: We received your letter concerning the expiration of the ISDS Permit. We are in the process of building the Courson project, and plan to install the Septic system in the spring when the ground thaws. Therefore, we are requesting an extension to the permit to allow us time for this to take place. Please give me a call with any questions. Sin,cer ly, 1 ffre anc x Project Architect `k -D3 -Co t 2, Cc: Galvin Guinan @ Dakota Development 25 Lower Woodbridge Rd., Suite 104-B - F.O. Box 6820 • Snowmass Village. CO 81615 • (970) 923-2644 - FAX (970) 923-2599 r ASPEN/PIT"'N ENVIRONMENTAL HEALTH DEPA4TMENT APPLICATIC OR INDIVIDUAL SEWAGE DISPOS SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Name of OWNER Owner's Mailing Address Business Phone: Home Phone: 'f', ID KbtK Primary Contact Person (all communication regarding this permit will go through this person) Name Company Contact Mailing Address L Business Phone: ' f'Z* ^ -CPl lZA Cell Phone: Fax Parcel ID # (available from assessor's office �z at 920-5160 or at www.aspen.com/assessor/) _ 3- Z �- Z. - ZL C:)- - —0 Street address of property Legal Description: Lot ,Block Filing Subdivision Size of lot: ,SIJ acres. Type of proposed structure: Size of bldg. envelope: Total square feet of house '-1 # of bedrooms in house # of offices, lofts & similar sized rooms in house Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms in caretaker unit ker unit -- Permit is for: New Home Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Pring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit: second, before final approval of the [SOS 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 Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of applicant Received by Date Receipt # 5�V Date j Pitkin County Environmental Health January 16, 2001 To: _17 614 AAW RE: 00 Parcel: c` (o -� a - d d Dear This letter is to advise you that your Individual Sewage Disposal System (ISDS) permit has expired. If you would like this permit re -instated for six (6) months please be sure to send this office written correspondence stating the above mentioned property is.continuing to be developed under this ISDS permit. If we do not hear back from you prior to �- ' d0 we will discard any information regarding this permit. We hope you understand we are unable to hold expired permit: of time. Thank you, in advance, for your co-operation and understandir S' y, Madelyn, Blumenthal Pitkin County Environmental Health Department G: isds/expired permit Ietter.doc 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920-5077 www.pitkingov.com 1 r ASPEN/PFTKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS Owner's Name%c=e T u „, . Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 130 Number of Bedrooms in Main House 5 Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House 0 Number of Bedrooms in Detached Caretaker unit 0 Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit 0 (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1300 State Review Required? no Perc Rate Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 2275 Absorptior Area (A= Q/ 5 X SART) A = 2841 sq. ft. of absorption area required 184 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: 4 FEET OF IMPORTED SAND FILTER MATERIAL DOSING NARROW BEDS A = 1989 sq.fL with reduction 132 infiltrator units with reduction Type of system: DAbsorption trenches []Absorption bed [x] Gravelless chambers []Dry well aSeepage Pit nOther Minimum tank capacity 2844 gallons SETBACK FROM WELL # of feet = 202 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 152 SETBACK FROM DRY GULCH # of feet = 127 FINAL INSPECTION BY: DATE: -r GXj:) N^N c- t !?j "4,T, ,-j A&uj V 61T46 -11* e7 'Te 7/Zs`r1 'T Engineer's Submittal for Septic Permit in Pitkin County Owner's Last Name: COURSON Location: LOT 6, PIONEER SPRINGS RANCH Summary of information regarding new septic system: Type of system being proposed: SEPTIC TANK AND GRAVELLESS CHAMBERS Other treatment processes being used: NONE Does the system use any mechanical parts? (Prohibited unless there is no alternative)YES If yes, explain why there are no alternatives A PUMP IS REQUIRED DUE TO ELEVATION DIFFERENCE FROM SEPTIC TANKS TO DRAIN FIELDS AND TO DISTRIBUTE EFFLUENT EVENLY THROUGHOUT THE DRAIN FIELD Does the system require any maintenance other than routine pumping? YES If yes, who will do the maintenance? CLEAN FILTER WHEN SEPTIC TANK IS PUMPED Are any reductions being proposed? YES If yes, what makes the lot and soil conditions optimal? 4 FEET OF SAND FILTER MATERIAL OVER WEATHERED BEDROCK AND DOSING NARROW BEDS Which of the following are on the site or within setbacks? Closest distance of septic system to each feature [] 100 year floodplain N/A [] well(s) >202 FEET irrigation ditches N/A [] streams N/A [] ponds N/A [] other features N/A What w-160 prefil haiwdWth? 2.5. FEET r What is the depth to groundwater? 1A What is the depth to bedrock 4 VQQT , What assumptions, if any, were made in system sizing and design? (Include any local, site- specific data, such as months without snow cover, ratio of evaporation to absorption, etc. that are relevant.) If there are any variations from normal design, please explain how they can be demonstrated to improve treatment and protect water quality. NONE t CHURCH Associates, ENGINEERS & GEOLOGISTS September 1, 1999 Robert Trown & Associates ATTN: Jeffery Hancox P.O. Box 6820 Snowmass Village, Colorado 81615 Subject: Subsurface Investigation and OWS Design, Proposed Courson Residence Lot 6, Pioneer Springs Ranch Pitkin County, Colorado Job No. 11472 Gentlemen: As requested by Jeffery Hancox of Robert Trown & Associates, we have investigated subsurface conditions and designed an onsite wastewater system (OWS) for the proposed residence at the subject site. SITE CONDITIONS - The lot is located in a rural residential area in Pitkin County, Colorado. The proposed drain field area has a steep slope of 25%-35%. There is a thick cover of shrub oak and grasses in the proposed field area. This is the most suitable location for the drain field within the building envelope. PROPOSED CONSTRUCTION - A five -bedroom residence having greater than 6000 square feet (SF) is proposed at the location presented on Figure 1. The OWS was based on 5 bedrooms and 1300 gallons per day (GPD) using Aspen/Pitkin Environmental Health Department (APEHD) loading of 130 gallons per day per person. The sewage loading with a peaking factor of 1.75 is 2275 GPD. This loading includes a dish- washer, garbage grinder, and washing machine. If the residence is to be served by an onsite well it must be located 202 feet from the proposed drain field. SUBSURFACE CONDITIONS — Five percolation holes were dug and tested by our firm on July 26, 1999, 16 to 25 inches deep at the locations indicated on Figure 1. A test pit was excavated at the location indicated on Figure 1. Subsurface conditions consisted of 1 foot of sandy topsoil; underlain by fractured Mancos shale bedrock to 2.5 feet where refusal was encountered. Percolation tests indicate percolation rates of 20 to 60 minutes per inch (MPI), with an average percolation rate of 39 MPI. We recommend designing the OWS on an application rate of 0.95 gallons per square foot per day and a percolation rate to the ground of 39 MPI. RECOMMENDATIONS - The OWS proposed includes: two septic tanks with a pump in a biotube-vault and five over -excavated chamber -bed drain fields with imported sand filter material at the locations presented on Figure 1. The OWS design is based on an average sewage load of 2275 GPD and a percola- tion rate of 39 MPI. We recommend installation of one 2000 -gallon two-compartment precast concrete septic tank to be followed by one 1250 -gallon single -compartment pre -cast concrete septic with a biotube- vault pump. A pump is required due to elevation differences and to distribute the effluent through the field, DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 OWS Design Job No. 11472 Page 2 which increases the efficiency of the field. We recommend a total flow rate of 30.0 Gallons Per Minute (GPM) and a Total Dynamic Head of 27.6 feet. We recommend the installation of six overexcavated chamber -beds with imported sand -filter material, each with 2 rows of 11 chambers. The area of the drain field with a 30% reduction for chambers is 2046 square feet or 132 chambers. The surface of the drain fields should be re-established to approximate the natural slope and then be reseeded. We recommend using a native seed mix. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the fields. No land- scaping or plastic can be installed over the fields, which will reduce performance of the fields. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service. The owner must be aware of and assume responsibility for continued maintenance of the system. In the absence of a monitoring program, we recommend the septic tank be pumped every two years. Effluent filter and screened vaults, as applicable, are to be cleaned during the regular tank pumping. There are daily considerations such as not putting plastic or other nonbiodegradable materials into the septic system. Garbage disposal use should be minimized. The backwash of a water softener may be harmful to the OWS. A separate drywell should be constructed for the backwash waste, if a softener is installed. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. LMMATIONS A contractor who is experienced in OWS installation should install the OWS design. Our investigation, layout, design and recommendations are based on data submitted. If subsurface conditions considerably different from those described in this report are encountered, we should be notified to evaluate the effect on the proposed OWS. If the health department makes modifications to this design, we should be contacted to evaluate the impact on the performance of the OWS. The county and our firm must be contacted upon completion of the OWS If there are any questions or if we can be of further service, please call. Sincerely, CHURCH & Associate v•PP° cyG, � p;0 i 13177 Edward O. Church, P.E. EOC/trp 3 copies sent —_ ---- — LOT 6 PIONEER SPRINGS RANCH SCALE ASPEN, COLORADO 1"=50' i PROPERTY LIN .................:_.::" w..... .-._..... _ ...... BUILDING ENVELOPE mss: . • .. .... DISTRIBUTION BO N.. _.......... .... ...w , . 046 SF OF INFILTRATIVE AREA IN SIX GRAVELLESS OVER EXCAVATED BEDS ' ..... , • �. w WITH IMPORTED SAND FILTER MATERIAL f ITF " EACH BED - 11 CHAMBERS IN LENGTH ;68.75 FEET) . ., - 2 CHAMBERS WIDE (6 FEET) #" r TOTAL CHAMBERS= 132 CHAMBERS � f' � � �' It ``• i t � i i � t IF A WELL IS MOTOR TO BE CbURT; �. F i f F• : ; z '� :' INSTALLED IT MUST BE 202' •�3 ; ,t (: f' `� ', ?' FROM DRAIN s ; t FIELD - UTILITY EASEMENT-'ONE '• '. ' ONE 2000 GALLON SINGLE ` PROPOSEp . � . t 1j; COMPARTMENT PRE-CAST 1; 'RESIDENCE' � - � CONCRETE SEPTIC TANK TO BE FOLLOWED BY ONE 1250 GALLON SINGLE - COMPARTMENT PRE-CAST CONCRE�1 E SEPTIC TANK WITH PUMP IN BIOTUBE VAULT }EANOUT " " SITE PLAN, LOCATION OF PERCOLATION HOLES, AND LOCATION OF PROPOSED OWS JOB NO. 11472 FIGURE 1 TYPICAL . PL TYPICAL DISTRIBUTION BOX - N.T.S. ri N LET BAFFLE (OPTIONAL) It SCHEDULE 40 PVC PIPE INLET OUTLET VIEW VIEW * MINIMUM OF SEVEN OUTLETS NEEDED OUTLET 4" SCHEDULE 40 PERFORATED PVC PIPE HUNG ACCORDING TO MANUFACTURER SPECIFICATIONS (PIPE INSTALLED LEVEL) TYPICAL CROSS-SECTION - N.T.S. BACKFILL TREATMENT UNIT SPECIFICATIONS S44'3ve11�" TOTAL CAPACITY - 1.75 X Q X (30 HOURS/24 HOURS) _ RECOMMENDATION - ONE 2000 GALLON SINGLE COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK TO BE FOLLOWED BY A 1250 GALLON SINGLE COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK WITH A PUMP IN A BIOTUBE VAULT SIX TOTAL BEDS GRAVELLESS CHAMBER 3' BY 6.25' 4" SCHEDULE 40 PVC OBSERVATION/VENT PIPE EFFLUENT INLET IBUTION BOX ULATIONS AND SPECIFICATIONS )ESIGN CRITERIA STRUCTURE - 5 BEDROOMS, >6000 SF LOADING - 130 GAL/DAY/PERSON TOTAL LOADING - 1300 GPD PERCOLATION TEST - 39 MPI AREA - (1.75 X Q X SQRT T)/5 AREA - 2841 SF REDUCTION BY 30% - 1989 SF BED SPECIFICATIONS NUMBER OF BEDS - 6 LENGTH OF EACH BED - 68.75 FEET, 11 CHAMBERS WIDTH OF EACH BED - 6 FEET, 2 CHAMBERS TOTAL NUMBER OF CHAMBERS - 132 CHAMBERS TOTAL AREA - 2046 SF FILL E GROUND TAPPROX. " TO B" 1.5' MANUFACTURER SPECIFICATIONS O 1' APPROX. INLET OUTLET VIEW VIEW * MINIMUM OF SEVEN OUTLETS NEEDED OUTLET 4" SCHEDULE 40 PERFORATED PVC PIPE HUNG ACCORDING TO MANUFACTURER SPECIFICATIONS (PIPE INSTALLED LEVEL) TYPICAL CROSS-SECTION - N.T.S. BACKFILL TREATMENT UNIT SPECIFICATIONS S44'3ve11�" TOTAL CAPACITY - 1.75 X Q X (30 HOURS/24 HOURS) _ RECOMMENDATION - ONE 2000 GALLON SINGLE COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK TO BE FOLLOWED BY A 1250 GALLON SINGLE COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK WITH A PUMP IN A BIOTUBE VAULT SIX TOTAL BEDS GRAVELLESS CHAMBER 3' BY 6.25' 4" SCHEDULE 40 PVC OBSERVATION/VENT PIPE EFFLUENT INLET IBUTION BOX ULATIONS AND SPECIFICATIONS )ESIGN CRITERIA STRUCTURE - 5 BEDROOMS, >6000 SF LOADING - 130 GAL/DAY/PERSON TOTAL LOADING - 1300 GPD PERCOLATION TEST - 39 MPI AREA - (1.75 X Q X SQRT T)/5 AREA - 2841 SF REDUCTION BY 30% - 1989 SF BED SPECIFICATIONS NUMBER OF BEDS - 6 LENGTH OF EACH BED - 68.75 FEET, 11 CHAMBERS WIDTH OF EACH BED - 6 FEET, 2 CHAMBERS TOTAL NUMBER OF CHAMBERS - 132 CHAMBERS TOTAL AREA - 2046 SF FILL E GROUND 4" SCHEDULE 40 PERFORATED PVC PIPE HUNG ACCORDING TO SURFACE MANUFACTURER SPECIFICATIONS O Ste- 7oj S SAND 5.5'eEDROCK FILL FILTER or 1, MATERIAL • SAND BEDROCK FILTER MATERIAL -� - SAND FILTER MATERIAL THE FILTER MATERIAL MUST BE CLEAN. COARSE SAND, ALL PASSING A SCREEN HAVING FOUR MESHES TO THE INCH. THE SAND MUST HAVE AN EFFECTIVE SIZE OF GRANULAR MEDIA SUCH THAT NOT MORE THAN 1OX BY WEIGHT OF THE MEDIA IS FINER THAN 0.6mm DRAIN FIELD DETAILS g[11l1:7ll B E m in m o „m Y U O 0 p u � c -' " 17--fo n C O F-- U g U N E c S a M� co C U u c a a cmc o 3 O CO Lu a c O O — o CV M7 4 0 Z C7 u rn U v t%. ;i to N .Z% C W M O O CN CJ d c qpa p O Z mpC0 a0 G 0 N Cr) O r M 01) O v O mm O LO O O 0 O O �^' (y) R N NC) <r it O O (UCL lTl son r C\1 N ■loginpp- 4T CI - o E 2 C 0-0 O N -1 { Cti S; C D C/3z Z Z O rn D � � 0 t J _ C!J J w O W Q = s o m ❑ I— O J = 0 v _ 1�? S WOMPOPAMIMn ll'Allpoll onis I mein on IIIIso on FA onon 0 N Cr) O r M 01) O v O mm O LO O O 0 O O �^' (y) R N NC) <r it O O (UCL lTl N r C\1 4T CI - o E 2 C 0-0 O N -1 { Cti S; C D C/3z Z Z O rn v O —00CE LL- cc m cc a 0 a y Ll i 'O `� v U 'a o m o �o ►-- a Q y Z= U i0 J v, rn c ti o GaaOH011 Pea OiweU6G 4e;oi In 0 n v U 0 v o� v v v v O LO r U-) O O O �^' (y) R N <r Cl O (UCL W CI - o E 2 0-0 N -1 { Cti S; D C/3z Z Z O rn D � � 0 t J _ C!J J w O W Q = s o m ❑ I— O J = 0 v _ 1�? S In 0 n v U 0 v o� PROFILER TABLE 1 - PERCOLATION TEST RESULTS Lot 6, Pioneer Springs Ranch DATE OF TEST: 7-26-99 Pitkin County, Colorado feet descrintinn 0-1.0 Topsoil, Sandy, Light Brown/Grey 1.0 - 2.5 Mancos Shale Bedrock, Very Hard, Fractured, Grey 2.5' REFUSAL NO GROUND WATER WAS ENCOUNTERED WITHIN THE EXCAVATION INTERVAL AVG. HOLE DEPTH TIME DEPTH DEPTH CHANGE, PERC. HOLE NUMBER OF HOLE, INTERVAL, START, END, (INCHES) RATE PERC. (INCHES) (MINUTES) (INCHES) (INCHES) (MPI) RATE, IMPI1 1 16 30 9.25 10.00 0.75 40 20 30 10.00 10.75 0.75 40 1.00 30 7.50 8.25 0.75 40 12.75 30 8.25 8.75 0.50 60 60 2 24 30 9.25 10.75 1.50 20 30 30 10.75 11.75 1.00 30 0.50 60 30 11.75 12.75 1.00 30 30 12.75 13.75 1.00 30 30 3 39 30 9.00 10.25 1.25 24 30 10.25 11.25 1.00 30 30 11.25 11.75 0.50 60 30 11.75 12.25 0.50 60 60 NUMBER OF HOLES' 5 AVG PERCOLATION RATE (MPI): 39 Remarks: Holes presoaked 8 hours prior to data collection Job No. 1147 PROFILER M j TABLE 1 - (Cont.) PERCOLATION TEST RESULTS Lot 6, Pioneer Springs Ranch Pitkin County, Colorado fapf rlacrrinfinn DATE OF TEST: 7-26-99 0 - 1.0 Topsoil, Sandy, Light Brown/Grey 1.0 - 2.5 Mancos Shale Bedrock, Very Hard, Fractured, Grey 2.5' REFUSAL NO GROUND WATER WAS ENCOUNTERED WITHIN THE EXCAVATION INTERVAL AVG. HOLE DEPTH TIME DEPTH DEPTH CHANGE, PERC. HOLE NUMBER OF HOLE, INTERVAL, START, END, (INCHES) RATE PERC. (INCHES) (MINUTES) (INCHES) (INCHES) (MPI) RATE, (MPI1 4 16 30 7.75 9.50 1.75 17 9 30 9.50 10.75 1.25 24 30 7.75 10.00 2.25 13 30 10.75 12.00 1.25 24 30 10.00 6.75 -3.25 30 12.00 13.25 1.25 24 24 5 23 30 4.25 7.75 3.50 9 30 7.75 10.00 2.25 13 30 10.00 6.75 -3.25 -9 30 6.75 6.25 1.50 20 20 NUMBER OF HOLES: 5 AVG PERCOLATION RATE (MPI): 39 Remarks: Holes presoaked 8 hours prior to data collection Job No. 11472 Sep 30 99 10:01a E 0 CHURCH I In 3034639321 u ©k 2V. ........................... § z � @ � z § V) wo, 9 QR IDW \k § � q §%&E if §2su »a:z°% p.1 ui T- D c LL 04 / d z R � ¢1 ¢omwV w � �f� . ) 5 a $ b U. 'm 0- 1 2!\ 0 §� \ ED \ f \ §§A k §�@ « 29 9 )&<2 0 c .. �m�= 0wew we§ J 0 Eo [[w a \ . kw§■2wWR wQ _zz moa&&m . �\§�)% \ \ .. . o§§2A§2a \ o 2 0 LL0 .' . . . :§ \0- . — \ )\ / 2u _ § m . )b . . . . / u . § o k • _ - ) LIU z § § § \ . - k 04 / d z R � OCT.20.1999 4:3GPM ROBERT TROWN ASSOC NO. 149 P.1 ROBERT TROWN & ASSOCIATES, INC. FAX COVER LETTER RECEIVED OCT 2 U 1999 EN NE�ITTAL HEALTH DATE: 10/20/99 ATTN: Tom Dunlop COMPANY: Environmental Health FAX NO: 920-5074 PROJECT: Courson Residence Lot fi Pioneer Springs Ranch FROM: Jeffrey_R_ Hancox PAGES: 1 COMIAENTS: SIGNED: J Dear Torn, Per our conversation, please be aware that the room labeled Bunkroom is actually a Bedroom, which will serve no more than 2 people, Thank you for your help! ect Architect 25 LOWER WOODBRIDGE ROAD - SUITE 104-B - P.O. BOX 6820 - SNOwMASS VILLAGE, CO - 81615 TEL. (970) 923-6131 FAX (970) 923-2599 5c i pW�Apdpw�L}�dpt LSV Aae OgY�L\VY PLAN WANk Or • rr F-Pl F-1 A8.2 ff/ — f . o. 1777 1 Wrl'1 rcVOCK 1 I KVWIY H1� UL ,NO. 421 P.z OBE12T 7ROWN Ln ACSS0�7ATE8. INC. October 6, 1999 Environmental Health Department 130 S. Galena Aspen, CO 81611 Via: Hand Delivery Re: Courson Septic Application To whom it may concern: As part of the septic system application process we have been asked to provide the water source for Lot 6 at pioneer Springs Ranch. I spoke with Kelly Gessele who is the water superintendent for the Brush Creek Metro District. He explained to me that: 1.) The Brush Creek Metro District controls the water line serving Lot 6. 2.) There is adequate water for all houses served by the system. 3.) The water is of adequate quality and runs at 560 galionslminute. LA I' C)1 P W du% LANA-.► Below please find his signature, which attests to this fact. \29&9-'O�. A harack Kelly Gessele Brush Creek "istrict Water Superintendent 25 Lower Woodbridge Rd. • Suite 104-B • P.O. Box 6820 • Snowmass Village, CO 81615 • (970) 9'3-2644 • PAX (970) 923.3599 1 I'd LCIEB-L213-OLB %jauajjnl ajjayo;W ell:LO 66 21 aOO 130 S. Galena St. Aspen CO 81611, (970) 920-5090 (970) 920-5429, fax FaX 13 Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: 10 'd 'ON xv. Wd 5Z:10 df l 666HI-100 #361926 iv/ -6/93 16:37 Rec S.00 BK 726 1 67 Silvia Dav Pitkin Cnty Clerk, Doc s, RESOLUTION:' OF THE BOARD OF COUNTY COMMISSIONERS OF PITRIN COUNTY COLORADO, GRANTING 1041 SPECIAL REVIEW, GENERAL SUBMISSION AND CARETAKER .UNIT APPROVAL TO SIX 35+ ACRE PARCELS OWNED BY MARY ELIZABETH AND ALBERT DROSTE Resolution No. 93-� RECITALS 1. Mary Elizabeth and Albert Droste, hereinafter "Applicants", have applied to the Board of County Commissioners of Pitkin county, Colorado, hereinafter "Board", for approval of the following: a. Collective 1041 Special Review for six single family building envelopes and access drives, pursuant to section 5-400 of the code; b. Collective General Submission Review, pursuant to Section 6- 3 of the Code; C. Caretaker Unit Review for six attached caretaker units, one on each lot, pursuant to Section 3-8.13 of the Code. 1. The development parcel is located on the north side of Brush Creek Road in Section 29, Township 9 South, Range 85 West, more specifically described in Exhibit "A"; 2. The Applicant's parcel is zoned AF -1 and consists of seven adjacent metes and bounds lots, each containing 35 acres or more. 3. One of the seven lots received 1041 and General Submission approval pursuant to Resolution No. 90-127. 4. The applicant is requesting concurrent approvals for the remaining six lots in order to facilitate a "master plan" approach to the development of the parcels. 5. The Planning Commission considered the Application at a duly noticed public hearing at a regularly scheduled meeting on November 3, 1992, at which time they approved a scenic overlay/ridgeline Z0 'd 'ON VE Wd R:I0 KI 6661-z1-100 #361826 10/06/93 16;37 Rec $-00 9K 726 PG �7 i Silvia Davis, kin Cnty Clerk, Doc $.00 Resolution Page 2 review and a subdivision exemption for lot line adjustments between the six lots, pursuant to Resolution PZ -92-38. 6. The Planning Commission also reviewed and recommended conditional, approval of the requested 1041 Special Review, Caretaker Units and General Submission. 7. This application was scheduled to be heard at a regularly scheduled meeting on January 5, 1993, at which time it was continued to March 23, 1993, due to an illness in the applicant's family. 8. The Board heard this application on March 23, 1993, at which time evidence and testimony was presented with respect to the proposed development. The Board commended the applicants for clustering building sites, and encouraged the applicants to place a conservation easement over the remaining, undeveloped portion of the parcel in order to facilitate preservation of wildlife habitat for the future. NOW, THEREFORE, BE IT RESOLVED by the Board that it does hereby grant approval to the Droste 1041 Review, Caretaker Dwelling Unit Review and General Submission subject to the following conditions: 1. The applicant, his assigns, successors or heirs shall abide by recommendations made by consulting geologist Nick Lampiris. The following measures (a -d) shall be included in protective covenants: a. Rills around each site shall be diverted through proper drainage design, approved by a registered professional engineer prior to issuance of building permits for the residences. 60 'd b. Homes shall be placed on positive ground with slopes 'ON Xd3 Wd R:10 3(11, 6661-Z1-100 ' 1 61826 10/06/93 :3T Rec $.00 BK 726 PG 69 Silvia Davis;, Pit_ n Cnty Clerk, Doc $.00 Resolution #93-4-5 Page 3 draining away from the foundation in all directions of at least 5% for ten feet; C. In order to minimize shrink -swell potential and keep hydrocompaction to a minimum, natural vegetation shall be encouraged. Extensive watering of landscaping shall be avoided; d. Prior to building permit application, a registered professional engineer shall approve foundation designs to assure accommodation of soils which may have potential for swelling when wet; 2. The following wildfire mitigation measures shall be adhered to, maintained, and incorporated in covenants: a. Residential sprinkler systems and associated water storage shall be installed in all residences. Exterior access to water storage shall be available for emergency use by personnel responding to fire. b. In the event that the applicant is not served by Brush Creek Water District, the applicant shall install a water storage tank to accommodate a minimum of 10,000 �✓ gallons. Capacity shall be determined by the Environmental Health Department. The tank may be located outside of designated building envelopes subject to approval by the Planning Office and the Division of Wildlife. If water service is provided by the Brush Creek Water District, a fire hydrant shall be placed along the water line, in lieu of a storage tank, and the District shall provide water for domestic as well as fire flows. Exterior access to water storage shall be available for emergency use by personnel responding to fire. C. All roofs shall be kept cleared of debris. d. The base of the building(s) shall be kept cleared of weeds and debris. e. Firewood shall be stacked on a contour away from building(s). f. At least one ten pound ABC class fire extinguisher shall be placed in each structure. g. Regarding vegetation: 1) All vegetation shall be removed within 10 feet of the �. structure. 60 'd 'ON XV. Wd H:10 KI 6661 -?,1-100 #3618�b 10/06/93 111;37 Rec $.00 8K 726 FG 70 Si l vi a Davis, po n Gnty Clerk, Doc $.00 Resolution #93—Y--3 Page 4 2) Vegetation shall be thinned within a minimum of 30 feet around the structure (s) with a minimum of 10 ft. crown separation between clumps of oak/serviceberry. Remaining clumps shall not have an aggregate crown diameter in excess of 10 feet. 3) Vegetation density shall be reduced by thinning out to a distance of at least 100 feet from structures_ 4) Maintenance of the "defensible space" shall be required and specified in Protective covenants. h. Any additional proposed buildings within the building envelopes shall incorporate wildfire hazard mitigation measures. i. Non-combustible roof material including tile, asphalt, metal or Class B Certi--Guard (registered brand name) Red Label shakes and shingles utilizing Class B construction techniques (1/211 minimum solid sheathing) or better, shall be required for all structures of the subdivision. j. Addresses shall be clearly marked and visible with min. 2" letters. k. All power and telephone lines on Lot numbers 2, 3, 4, 5, G and 7 shall be undergrounded. 1. Cantilevered building designs shall be prohibited on Lots 2, 5, 6 and 7. in. The proposed access driveways shall be designed to accomodate turn -around space for emergency vehicles and/or pull-outs shall be adequately spaced along the twain access drive. The County Engineer, in coordination with the Fire District, shall review the design for compliance with County road standards, prior to issuance of an access permit. 4. Development impacts on wildlife shall be mitigated as follows: a. Dogs and large domestic predators shall be prohibited on site. Covenants shall reflect the prohibition and include the following stipulation: Representatives of the Colorado Division of Wildlife ("DOW") and Pitkin County are hereby granted a license to enter upon all subdivision lots and common ground in order to enforce any of the restrictions set forth in these covenants with respect to dogs. Enforcement on the part of the DOW and Pitkin County may include the capture or destruction of any dogs running at large on the property. Owners of dogs running at large shall, 50 'd 'ON XVd Wd H:10 101 666HI-100 #361826 10/06/9; 6;37 Rec $.00 BK 726 FG 7i Silvia Davis, Fiti::in Casty Clerk, Doc $.d0 �. Resolution #93—� `r...� Page 5 upon demand, reimburse the DOW and Pitkin County for all costs incurred in the capture or destruction of such dogs. b. Fencing outside of the building envelope shall be limited to pasture area(s) approved by the Division of Wildlife. These areas shall be delineated on the Plat and approved by the Division of Wildlife prior to recording of the plat. Fencing shall be three strand wire, a maximum of 42" in height with a minimum kick space of 12" from the top. Fencing shall be designed to allow passage of wildlife. C. No vegetative manipulation shall occur outside of the building envelope(s), except where necessary to accommodate wildfire hazard mitigation, water tank construction, and road construction, and within the horse pasture identified on the site plan. d. All development, with the exception of the water tank, roads and utilities, shall be limited to the building envelopes. Specific areas (outside of building envelopes) shall be approved by the Division of Wildlife for fencing and grazing, and shall be designated on the •..� site plan. Grazing/pasturing shall be prohibited, except during the period from April 1st through October 30th, during which time grazing/ pasturing shall be allowed only within the the area designated on the site plan/plat, as approved by the Division of Wildlife. Barns, sheds (for the purpose of providing shelter or other accessory uses for animals), and hay storage shall be prohibited. e. Horses shall not be boarded on site. f. All trash shall be contained in bear -proof containers_ g. Detached employee units, and development of roads in any portion of the property, other than that designated for the subdivision access drive and individual driveways on the site plan, shall be prohibited. h. All Winter recreational use of the property shall be prohibited. i. The water in Pioneer Springs pond shall remain available for use by wildlife. 5. Construction of structures and grading (with the exception of the approved access road) on slopes exceeding 30% in grade, -Now; shall be prohibited, unless approved subject to further 1041 review by the Board. Within the building envelopes designated 90 'd 'ON xv. Wd LZ:10 I(li 6661-21-100 #361626 10/06/93 1c J7 Rea $.00 BK 726 PS 72 Silvia Davis, Pitkin Cnty Clerk., Doc S-00 'r Resolution #93- 4/3 Page 6 on the site plan, above ground fencing and vegetative landscaping may encroach on slopes exceeding 30% in grade. 6. The applicant shall revegetate areas disturbed by construction within one growing season of construction. 7. Prior to construction of the access road and driveways, the applicant, his assigns, successors or heirs shall obtain an access permit from the County Engineer. Roads shall be designed to comply with County driveway standards. 6. The access drive shall be treated (at a frequency to be determined by the Environmental Health Department) for dust control by the Homeowners Association. The road shall be built and initially maintained by the applicants. Maintenance shall then be taken over by the Homeowners Association. Covenants shall address maintenance on a pro rata share basis. 9. Access easements for use of the common driveway shall be described and recorded on the lot line adjustment plat, as necessary to benefit all of the parcels. 10. Contributions of no more than $5,000.00 shall be imposed on each lot as a pro rata assessment for improvements to Brush `ow, Creek Road in the event that a road improvement district is formed. All lot owners shall join a road improvement district, in the event that such a district is formed. Covenants shall reflect this requirement. 11. The applicant shall submit a drainage/ erosion control plan at building permit application. Temporary erosion control measures shall also be required during construction. 12. Prior to recording of the 1041 site plan, the applicant shall provide evidence to the Planning Office and County Attorney that it has developed the appropriate engineering information and report to support a plan for augmentation for the provision of an adequate and legal water supply for the development. Upon approval of the engineering report and approval of the ability of applicant to obtain a legal water supply by the county Attorney and the Environmental Health Department, applicant shall have the right to either finalize the plan for augmentation and develop its own water system or enter into an arrangement with the Brush Creek water District for water service to the development. The water District shall only extend water service to the development, upon approval of a District expansion by the Board of County Commissioners. Upon obtaining such approvals from the County Attorney, Environmental Health Department (and the Board of County Commissioners for water district expansion only), building permits may be issued for lots within the LO 'd 'ON Xdd Wd LZ:10 ]AI 6661-Z1-100 #3618?6 lh/ 193 16:37 Rec $.00 2K 726 r- 73 8ilviia Davis, Pitkin Cnty Clerk, Doc $. --- Resolution #93-Y--5 Page 7 development. 13. septic system designs and locations, and the quality of the water system serving the lots, shall be reviewed and approved by the Environmental Health Department prior to issuance of any building permits. 14. Prior to recording of the plat and site plan, the Division of wildlife shall evaluate the impact of using the valley (to the west of the ridge on which development is proposed), as pastureland. in the event that an area can be designated for grazing, without detrimental impacts to wildlife, the area shall be delineated on the site plan and plat, and protective covenants shall set forth a procedure for management and maintenance of the common areas shared by the lots. 15. Maintenance of the Lemond Ditch shall be the responsibility of the Brush Creek Stables Ranch Manager. Ditch access shall be protected by easements which shall be recorded concurrently with the lot line adjustment plat. Ditch maintenance responsibility shall be stipulated in the covenants. 16. Residential development on Lots 2, 5, 6 and 7 shall be subject to scenic overlay Review prior to issuance of a building '� permit. This requirement shall be stipulated within the covenants for the property. The scenic Overlay Review shall be referred to the Town of Snowmass Village for referral comments. 17. Covenant restrictions shall require earthtone colors and/or natural materials such as stone and wood for exteriors, and non -reflective roof materials. 18. Through covenants, the applicant shall establish architectural design standards to encourage compatibiltiy with the "rural" character of the community. 19. "Uplighting" of landscaping shall be prohibited and exterior lighting sources shall be located so as to limit the visibility of lights as seen from Brush Creek Road. Applicants, assigns, successors or heirs shall comply with County lighting regulations in effect at the time of building permit issuance. 20. Perimeter fencing on individual lots shall be prohibited. 21. Caretaker units shall be located within or attached to a principal dwelling. Prior to issuance of building permits for individual lots, caretaker units (if proposed) shall be deed restricted to Housing Authority Guidelines/Land Use Standards in effect at the time of building permit issuance for said 80 'd 'ON XVd Wd 8e:10 301 6661-Z1-100 r - #361826 10/()6/c'-' 16:37 fiec $.00 13K 726 FG Silvia Davis, tkin Cnty Clerk., Doc S.00 Resolution #93--y-3- Page 8 unit. 22. Residences shall comply with air quality regulations in effect at the time of building permit issuance. 23. The applicant, his assigns, successors or heirs shall place gravel on the access driveway during construction to ensure that no mud carryout occurs on Brush Creek Road. 24. The applicant shall prepare a 24" by 36" combined 1041 site plan and lot line adjustment plat for recordation which meets the approval of the Planning Department and the County Attorney. 25. The accumulation of acreage on Lot 7 (resulting from the lot line adjustment) shall not be utilized for further subdivision or in floor area calculations for building on the lot. In the event that future floor area restrictions are established for the AF -1 zone, the lot acreage shall remain at 45.013 acres for floor area calculation purposes. 26. Building envelopes on the recorded lot line adjustment plat and site plan reflect setback variances approved by the Board. 27. The following 1041 Hazard Review Warning and disclaimer shall be placed on the Plan: "The provisions of these regulations do not in any way assure or imply that areas outside of designated hazards will be free from hazards, or that approved mitigation measures will guarantee the safety of the property." 28. Approvals granted pursuant to this Resolution shall be vested for a period of ten years from the date of approval. 29. All material representations made by the applicant in the application and in public meetings shall be adhered to and considered conditions of approval, unless otherwise amended by other conditions APPROVED AND ADOPTED ON THE 23RD DAY OF MARCH, 1993. 60 'd 'ON Xdd Wd K:10 301 666 H I -x,00 OR V --.41a26 10/06/93 16:37 Rec $,OU Btu 726 PG 73 i 1via Davis, F' n Cnty Clerk:, Doc $.00> Resolution #93 - Page 9 T: Pe anette Jone puty Clerk d Recorder APPROVED AS TO FORMS Timothy E. Whi , county At ey .Ua dro.w 10d1bwc M. 'ON Xdd BOARD OF COUNTY COMMISSIONERS _ OF PITRIN COUNTY, COLORADO By Chairman ate z;4&.% APPROVED AS TO CONTENT: �VhCA,-P--- iUU0e Ronch n, County Planning Director Wd 6Z:10 3AI 6661 -el- OO A tract of land situate in South, Range 85 West of particularly described as Sections 28 and 29, Townsho 9 the 6th Principal Merid on boiV mom follows: -1flab ir A. -t Beginning at the East 1/4 corner of said Section 29, thence S 44'25'38" E 76.35 feet to o point on the northe►1y right - of -Troy line of o county rood described in Rec. No. 127613 of the records of the Clerk and Recorder of Pitkin County, Colorado; thence said northerly right -of -wavy the fd4oring 18 coursew 1) S 51.4727 W 11.27 feet; thence 2) 2104.58 feet Wong the arc of a curve to the left hoeing a mdws of 1785.29 feet o central angle of 6'33'57', and subfendin f a chord bearing S 48'.30'2CW 204.47 fest: thence 3) S 4513'27' W 230.55 fi4- &her=s 4) J4&72 feet o/ony the arc of a cures to the right hotting a mudiue of 1105.92 feet, a centra/ angle of 18'x31597, and subtendyng a chord bearing S 54.15'28" W 347.27 fret; thence 5) S 6X17'27' W 75.33 feet; thence 6) 204.79 feet along the arc of o curve to the Aleft, hov*V a ►thus of 1708.81 feet a centre/ angle of 6'52'00', and subte»ding o chord bearing S 59'51.27" W 204.67 feet; thence 7) S 5625'2rW 180.00 fMet; thanes 8) 209.77 feet along the arc of a curve to the /eft; having o radius of 858.51 feet a centra/ angle of 14100MI, and subtend�' a chord bearing S 49'25'27' W 2109.25 fist thence yJ S 42'2527' W 215.95 feet; thence 10) 3ft65 feet along the arc of o curve to the right, having a radius of 110.5.92 feet, a centre/ angle of 19'58'48" and ru6tending o chord bearing S 52'28126' W .383.70 feet; thence 11) 209.27 feet along the arc of a curve to the right, having a radius of 1019.55 feet o centra/ angle of 11'45'37', and subtending a chord bearing S 68'20'.39'" W 201&90 feet, thence 12) S 74' 13'27' W 145.71 feet; thence 13) 214. 10 feet along the arc of a curare to the left, having a radius of 607.18 feet, a central angle of 20'12'13', and subtending a chord bearing S 6356'34 W 213.00 feet, thence 14) S 5.3'50'27' W 62.96 feet, thence 15) 279.78 feet a/ung the arc of a curve to the right, having o radius of 55J3 41 feet, a central angle of 28157158, and subtending a chord bearing S 68' 19'2e W 276.81 feet; thence 16) S 8248'27" W 142.31 feet; thence 17) 96.47 feet along the arc of a curve to the right, having o radius of 1094.57 feet, a central 10, It 'd 'ON Xdd Wd 6Z:10 3f11, 6661-Z1-100 L�. Q M N U 0 .a -4 U U CC 4-J C M U U1 > fIj �A in ongle of 51031000, and subtending a chord bearing S 85'19'57 W 96 44 feet, thence 18) S 87'51'27 W 251.95 feet to a point on a fence line described in Book 295 at Page 69 'of said Pitkin County records; thence N 0705'46' E 6JO-66 feet along said fence line; thence N 11'4548' £ 627.76 feet along said fence line; thence N 00'45'36' W 203..16 feet along said fence line; thence N 0128'49" W 23.39 feet along said fence line to 6he east -rest centerline of said Section 29; thence S 89'14'25' W 1.322.22 feet along said east—west centerline to the southwest comer of Lot 17 of said Section 29; thence N 00'01151' E 2792.80 feet along the west line of Lots 17 and 14 of said Section 29 to the north line of said Section 29, thence S 89'56',11' E 1306.96 feet to the South 1/4 corner of Section 20; Mends N 89'18'49" £ .32.94 feet to the north 1/4 corner of said 5'erhon 29; thence N 90'00'00' E 1329.54 fust Wong the north /am.of said Section 29 to ibc norMe+Qst cornef of Lot 13 of said Section 29; thence S 00'03'59' £ 13721 rspet along the east line of said Lot 13 to the "U&Wmt comer of said Lot 19; thence S 44025'38' E 190.5. 16 feet to the point of beginning, containing 25&9j4 acres mora or . A� 2 11 Z I 'd 'ON xv� Wd H:10 101 6661-Z1-100 GCi'i' � "age S"1561311 v .» .. a ... _..... 5 t1sua cap X11/0 0 corwr Sigrw r 90 S 89.5631' E 11"Zo .ai ws cew Ar/Ar Domer Section 29 N 90000'00' E• aAT vw1w � Rtdar ar ,;°�c Cqe i L2 IN 6P.: ga.' �9 1.39 ___ b ViT � of } ! ..� -w 1 w saw o6t-j v . 7 13-17 IOWA" '�ssturw' 1 13c'2.22i 4e1.3e . as R^razznc� ,4' EJJ9, v F'irr ap and 'r cement 436 / c ! 1 e.w mow► s� 35 C--iE /fwiarer► fir► <y ..� <M='MD Re# Ard * 0 r Poste ..n.�. t,,•-- cow ,tom A&* { a.. AY*e***(Adowc}a /dare 460 �r' r 1 1 Parcel 7 .. r .. JAM 60. /PV �40res ` t7 `Iv b rw1 54' Ch"i►4itSy Ala"ment ., t "--IV �' � � .� .e�tar met r'�',�'` e• � � � f �r , ,� s4rtw'rr' �r'ra'.,�r � � •, � I 1 �, �� !� �,1 :114V Alp A+ru Atwas* r✓ �1.! i0 00 Car JQ+erdlrrs L13 X11 L12 Site � Z*yend anti motes.. �f�� - © inar<tcacfe"s found rxaonurnerst as des+rr'�+e - U inAlUefs set monumen4 J6' pv&w.- Y*ldow j'tarsj* cel , 12M,), Z s: f57149 �; -- � ndsoat`ss contn7l poant �-ars shown. S'U'wdf/ oJ"tdrri�`awdert e3ased on ,le't $rte S s t or VVieT (i�Vi-{i{�Y } ,Yt n Pros tellPz'o cer ,Spring Ranch First Amendment to Lot Line 4djusimeni and 101 Review Site Plan Couniy of Pitkin, State of Colorado iii x" Dia: Hps ",I* J"" Dia G'gae L.S. 16,7'10 xf .Sactetm ' Cert 'cat�bn of AvaVeafibn and A`now at/ persons 6y fAfty prrsen* that idle tinaotrr. ' 6vaw AU sal* owners q1` corfarin lands in J�fJ Wh Cownfada dtscr bed as shotto t herrroon," Aaa+e by these prwswnts laid Dart' and pl U%W Me Wim* *ao At& eW shown on Mist uior Me mare,: and Sly * of '"f -1M0RdwwMt to .Lot Lime .i�yWfi t t and 104F1 ROM~ .5V* ,Plaut ,d1!-Mfq� Mph RancA and herby d oVeai* the 30' a maw #w~ftj AVM joji" 431rj Road t�nawvrS#W 4 h .t°anels A, A A S, b; and r to e&t owmpw erf parcels for sits acrd eprv- 's to lhoxr prrsj"vMw pwvabt. AxecuArd this __- _... day - _.___...., 499.. ,filbert` prvst*, Q'umtr eilaryy zw*aAem ,Lrw* &u"or Nafaa�r Plrsbltc C*rY��c�art�:• Stats of Colvrwab % i ss CMM* of f'"kt`*iri mvpoW ftrlrul ent was acknowAra(ged belmv mg fids day of __..,, 1983 by A'WW-rsmy hand and v,*"Y W s*ar4 Ary commission ssion exp"$.— Xotar y Pirs�te -- -- Boe ,al o. f Com* .4)Pp otol and ,Vd4wjVm- Ass plat o/ nett .4men&next to Lot .Gist* and f0V1 #O&wrw SW .Ply,, Arosf*XA0n*4W J)" x Ranch has 6ssn rVr'#rrr*d and &F AU bpi Caunty BCoatxl of Co au* C=1�»....... � f9'6t�: pprvval of this plat is suoecf to th* terms and cortalfV&w of 1?#sr4(UjV#n Are' irz -LVVVk rWVVrxled at Pdg* f'dCOUn* AYParrd Of G'otJ MiSssc ne" S'urweryeer rvr4Avae*.' I, Awnsth A A'ilPM Phv *ssirnal land JWrtvjr, v , do Aor*6k cert/ that flits plat of . PS1,4mer drn*nt to Lot Lim* .44 tshnt and 147V f 1rt4erter JiiGr pdarq, Lrrs Svr{g RacA octet pt pwwd #0 OW and undsr MY segOerrtns On and they!° As locallon q' at OVAM* roads and oth*r leaAwvs arrr accunsterly sAmm and Aw the car»* ary 6ars*d on ,A*1d s� jbrft*d twr » ww and 4W the , pl Weed si& cvvV* rets to t�a&ed an A6# , fid Aj# bast V my belief and hrtorola e. A uodmss thervol, I haw "t eery hand and ,Il AUS day of .40cepfan" for V*Corwfw.. zorw 1 +' A&W saw*" ft -AwNe is ' " araC #� **MAO d► .r"oug ow raw de At JU0 A-6w*W AVP*Ww4 of . �� rarid,.� MAPOW O.x�Akv of�svtt t rs Awa so 4vreer tv ns*tww ov JOVOM& Aw" tw . -M- X'4 o 'w'r4 " l w6'.t , fbrjc• Alsam* waw Naafi! ate* s+n r mav � � /6 s9 wt KS Ararsv' in Xw . 1 „ Na"rtii ,d1s► � .�� �1t e+�ru ,d'�at rN esrsrrlR s,± � a1�sl;ltNCar,�Or !!�'f;.lP' yiir� tr{ir�r e Avvw &V M*w** ar a. 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M mat cwa���r 40 At rot a � of '0'* e�a� a �� after mile 4Jr f r a�taj "*w At avctrraate r"'AP a arm dI " ""O"Gr Arm e� it►:rJt" i►rt a +wd ar .l.re die of /"k• Ate jvftft N0 r r� ,er � s rs r4""V a PA a s4v ..� Memo* loo 1t0 ilia of r9 Ar Me A0 A �► a rw %w 4e ` 10 J604 am rt01,P'VIM suft a+beraf ' 1,r wwwwAis 4w rte sY+ fir �= �s &tr 6 P"fd ,ted ar etat s rA,oW A 0 q' ,II.r 0.0 Avj C AV Amt rsrsva A►�t aKstlirnwrr M s.� � , Air , et carsw it A& rs#t4a A= a wo&w 4r e1M 4r a a tdisrtitr �fpr�i�r 4l 35va�rA dRr aremrsry r Mier!,x' tl�r r9• r eyed at rA+rret 7�errA fij qtr Jw. .firar0l aR' AwrOot 4w Moomhw Aff rest (S ,dtx"4ww^ rA s eti ttierretwr rsg,rl >kw4• AaFl4" ataprre of ► M adArr ,Ii! r+r +✓ 1ss" ,rte r lMt T sem► qe O ow~ u? . .or as'1r•ary' Ae�j areal a V sw- j1pso or Arnow SY ewe 'ff "Vook*+fit ry mnfr sr" 0) 01'rsl AS Awt mom" Iow6w a+adar 'vMf* vv -a/ -;rte low AWM d7 O*Wnw AT 09000(w * 4`x .w+ceMa9r rAW (W Or#S'Ar A,,4 4w AWO rr &b#ro*r 4t6 *%*wAv M s*vo a* /,ir lracrocv" f are dWAUMM %V eer. vie Awdlff` � ., w air # w e7�'"40"V ` , a t� � oi6i reerc* MrrwAl earJ!N � +6P Atwr�ww+[Ilr + ew eorw-'0e' ra ,4 J � eb at AM AU Baaal �" � of sMV s� J* 400M stow saw ~ vv*Nvftw JUMA eat 14 ,� ,2x1 � A► t rs sr102W* ar � 1.���,jiW' Ar �91w air" ,�'+� X* Allono r a Mo reW err sr 1,�4 Awl � � 01 � 51 � "v 100A9r' AVU'00 to iefat AWA AWv coat Xotl*ft 4W .#rr.a!► OW � s1 ,fit f' esrrr' s a a► 00 &404 ems► "Woofq/ is ' Sad Irrrrs0 ad e*m&ww JM OWP w fps renew+ or AASS ' Triix f' ire! Xnt eaA►n t to Cot.Z*S* .t wt +dim` 16y, Av � � nr �� r r � .941 S'�te t'lr t ,+Oi►1o11'e�/,/�#'on**r S,Pi� � *nM �Ls' n+ ger p y -y 144.5- . W� .. I +Jc f, J'i�I 3' V/ tiler Clerr'* and Rvoop tierir ,f lit � � r 41*53W" w m 7r f , - 1993; tet Plat B' �. _..,iW AVft ....r. .. artd s 5,270 v a s t r S WV)' v a r#r C9 S 4t"c"5c,7' V 05 9��' _ L14 S ; f TTe7* V 146.1*1 e;'ley~�t and R*C !1!r' 11 S' 53'.50 s�.7' V e3c? 946' S 0?'40?7' v 14 t L13 S 9751V7' Vw 414 1V OV'45'46' V 236' L15 M 0114V1491 M L16 N •43*43' E 109w, L17 S 6579w, E 14aPW Lie S 7374M, -r L19 S 5i•41 $' it 9A.", Lcv S lPll-50110AIC 31 ileralrt'Catioft+XJL0l .S' 07-RW33" V A' qhf" o,/O A'ary /or e'lhAli " Affpe"S LcV N 57.94>a7• C 6?3 k 7463746f' f JMOVW LR4 s O7 RVIP4• r leas• e!ln rss o1fA*1W) s i * tell as fp*& as art pu+ L� N 54 roc /E' v 1.L'e�i S W 33'41►'` W c�'7 and p"vate �fits--of-wav ss+�MM Aer"M � a arfarat' lb t !* t ta+rl L.'7 Al o3 36 fie' C 3P,i27' OA* ,, �j� /� ' Lt?19 S 79.37 ': F t+" elf all uJ1i COl7tpa!lied; /or OA* �Sr ou s�rSfa�GNow'. VMS ,=, n , r+ wmr*w and ma wa "10 y �s prat c?r' N ar *I � acilihes, f tudtP%q not liir timd tb/ olencfr,� telephone, and t*lr"wM ttn*s,• t ort 4?r U OA thee s�Jghf of l.'�r'r " e nd L3.3 N r,►ay- v L34 eii '24'�fT F sgnvsjr ,fir• sua'h installer cortsttruct'tor; � e 1-1-5 s 8" v f 4 tt�nhnawc as wet! ars Me tight tb trim OuVrj�r wW aw►s aar�ot'• dr�rear�& L.3'i6 S $9713►` c 19,7001 L37 37 M s�4x'44 V T 970-- In no �rws d shad! the► UOWSly corrrpasti*s "Or"M Ae /lt<t` 1. N 69'76 rr F 199. 41 s'o as to interfere LustTh theaslr of the ny�Jlf"-of+x Oxcept to the extent r wasY►r7rQ31y neces'JtYJ y to eyvt w tit lX K y Cew-ve# IFtdAkdS Lcrp V? chord chor1w Arasrfee Cl 117,72..6' 011.Z,4' c'lf-P9' S 4713Z-41,--7 . 1 ' C2' 111749' 193.09' 198,051 S 4,613r-pyl €1 C3 1i Jam)' ce'y 4p5y19y' s�r3atj4�T* yS �18g°, t� G 9 y C4 1 .7487n .' 34717' 'T C5 170""1' 24.av' 20467' C6 8'J�at' ?9" c""ti�<` ;"' ?� P4 fi+941" C7 11 92' 3€63 S « V 19'' '1948Wce 1W X 37^ r i ft' V IV ` fz" Mw ell S 851"7' V 015v"'NUM 8ER REWSdON 04TE &Y jbb A47 t � �,esr�t 4mended• J> .� 18 1's ,fb% 1�~wmajo *Pm .. 04 ,� J w yAW *A OZAte _*"W a* _. _ fa ch in - »..Of MINARY: 5/13/99 .SUBMIT: 9/23/99 SITE PLAN SCALE: I" m 301-V A2.1 asFIFI