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pitkin.eh.272929300013 (2001)
Pith' County Environmental Health Department Pei ► for an Individual Sewage Disposal f tem 0405 Castle Creek Rd, Suite 10, Aspen, CO 81 bl' Phone 970-920-5070 / FAX 970-920-5077 Permit # 01089 Parcel ID # 2729-293-00-013 Type of permit New( x ) Repair( ) Addition to House( ) Name of Owner Ed Bertagnolli Street Address 229 Bobcat Lane Property legal description _ Size of lot 38.47 acres Water source private well # of bedrooms in house 4 Caretaker unit n/a # of bedrooms in caretaker unit Lot E-1. Redstone Ranch Acres Total square footage of the house -220±:sr#t 3A 3 F� # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 4 bedrooms Permit information Designed by High Country Engineering Mailing Address 923Cooper Avenue Glenwood Springs, CO 81601 Perc rate 23 mpi Profile hole depth 8 ft Depth to groundwater or bedrock >8 ft Minimum Septic tank capacity 1750 gallons Minimum Absorption area 940 sq ft with 30% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated December 8, 2001. 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. The well must maintain a 132 foot setback from any part of the absorption field, 50 feet from the tank, and 82 feet from the river. The engineer design calls for one 2000 gallon two-compartment tank. There must be an effluent filter on the outlet of the tank. The field will consist 9 rows of 7 gravelless chamber units for a total of 63 units. This department does not endorse any brand of products. This permit must be on-site during installation of the system. 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. time/ ,,f Permit approved by: l.�LOL_1- Date: C 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 Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: _. a Finalinspection approval: 14 A AlJ Date: X de�z�. r� May 29, 2002 Nancy MacKenzie: via fax: 920-5077 Pitkin County Environmental Health 0405 Castle Creek Rd., Ste. 10 Aspen, CO 81611 HCE File Number 99052.01 Dear Nancy: 0 RECEIVE® JUN 0 3 2002 PITKLINTY ENVIRONMENTAL AL H ALTH On May 28, 2002, High Country Engineering personnel observed the construction of the ISDS for the Bertagnolli Residence in Redstone, Pitkin County, Colorado. One 2000 -gallon septic tank and 63 Standard Infiltrator Units have been installed in a bed configuration. Monitoring wells were being installed and backfilling was completed in the afternoon. All PVC at a depth less than 5' was insulated with blue board. All setbacks were maintained per Pitkin County specifications. If you have any questions, or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Roger D. eat, P.E. Project Manager RDN/cmt Cc: Edward Bertagnolli 923 Cooper Avenue, Glenwood Springs, CO 81601 Telephone (970) 945-8676 - Fax (970) 945-2555 14 Inverness Drive East Suite B-144 Englewood, CO 80112 Telephone (303) 925-0544 - Fax (303) 925-0547 phone 970-920-5438 fax 970-920-5077 0405 Castle Creek Rd, Aspen CO 81611 e-mail carlab@ci.aspen.coms Fac To: Dan Muse From: Carla Block Fax: 963-0566 Pages: 2 Phone: Date: 12/27/01 Re: septic permit CC: High Country Engineering 945-2555 ❑ Urgent 0 For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle I have voided permit #01018 for the Bertagnolli residence based on an engineer design by Church and Associates dated October 12, 2000. A new permit has been issued #01089 based on an engineer design by High Country Engineering dated December 8, 2001. 1 will discard any previous designs from our file to avoid confusion. It is very important that this permit is kept on-site during installation and the contractors are aware of the design change. As of April 2001, the Pitkin County regulations require an effluent filter on the outlet of the septic tank. Although this is not specified in the engineer design, it must be installed to comply with current regulations. If you have any questions regarding this permit, please give me a call. Thank you, Carla C C Aspen / Pitkin Environmental Health Department Contact Log Sheet Parcel ID#:/ Address �m Person Spoken To Comments Action to be Taken / IRWIN FIRMS Mix Ow� _ 1. c.. 1 l 1 ! . ►► �� t Cy CHIl^CH & Assocaties 303-463-9321 p.1 CitUXAL Rev 'A C, mor�Dk,'� �EoS�UE 1-25 -co x o E � 2 v MAN4 MP lLebyclS W rciA GVHR 5ttA10E 'iaza'F V 0 � I3ERTAGNbt1Z y�t't3`�� s1'aE cF 'RoAv Nb'te5; oN Tilz cAvtuC, .doo giaID4G .s 'TVAR a mar 07 01 11:21a Pitkin Co Env. Health (970)920-5077 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 J AA ,t Name of OWNER _ Owner's Mailing Address Business Phone: 30 Name 72LW 1)(Lvvi (p Z;2 Zi Home P Primary Contact Person (all communication regarding this permit will go through this person) Company \" k Contact Mailing Address Business Phone - 3Z,0 "tn,,tt 0 (o(o Cell Phone Fax: Parcel ID # (available from assessor's office Z at 920-5160 or at www.aspen.com/assessor/) — Street address of property 0 z a Legal Description: Lot ,Block ,Filing _.Subdivision* Size of lot: �acres. Type of proposed structure: VJL � Size of bldg. envelope: S61E I<7� # of bedrooms in house Total square feet of house C��irLA � '�- a of nffres, lofts & similar sized rooms in house Detached ( ) Total area(sq. ft.) of caretaker unit lit ti A, # of offices, lofts and similar size rooms of caretaker unit Caretaker Unit: Attached ( ) # of bedrooms in caretaker u Permit is for: New Home (X ) Repair due to failure ( ) RemodellAddition ( ) Emergency use ( ) Water: Private well Stream ( ) Community/Public Water System ( ) ( ) Spring ( ) If Name of p.2 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 0. The sic fee of s due at the longer than 6 hours, a rate of $55 per hour due in two stages first, art the time oum fee is $ issuance of the ISDS permiitt;Isecond, before e of application. The remainder, if any, will be final approval of the ISDS permit. and the above information is Application for an individual sewage disposal system fe to information on Iis hereby tocations of all existing ted. I hereby certify and proposed We�s drinking l ercontour sedra accurate and that I have provided true and accurate intervals, buildings, property lines, ditches, slopes, waterlines, springs,ulches, and irrigation septic systems. I hereby Koval of tiles, irrigation ditches, lakes, water courses, streams, flo a notn present. dry g that any such features not shown on aitoarchU sulte ant to Pitkin Conty codes. No construction r m'ay be undertaken until all any other permit required for construct p approvals and permits have been obtained. harmless mental Health Department, Pitkin County and employeescnstruof hct is iese ssued on iencies nformatioll be n submitted by The Aspen/Pitkin Environ - should the individual sewage disposal system fail or malfunction. The perms o the applicant or his/her representatives. The owner assumes I responsibility in case of failure of the system. hC('4' ---, Signature of applicant Received by G:\eh\isds\isds Date 10i :, � i, Receipt # Date ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARtXIENT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) Number of Bedrooms in Main House 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 800 State Review Required? no Perc Rate 23 (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1400 Absorption Area (=Q/5 X SQRT perc rate) A = 1342.8328 sq. ft. of absorption area required 87 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? 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: A = 939.98298 sq.ft. w/30% bed reduction 671.416413 sq.ft. w/ 50% trench reduction 61 gravelless chamber units 43 gravelless chamber units Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Other (type) Minimum tank capacity 1750 gallons SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 Printed on Recycled Paper Permit # 01018 Pitki-_ ;ounty Environmental Health Departrr int Per for an Individual Sewage Disposal S em 130 S. Galena St., Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Parcel ID # 2729-293-00-013 Type of permit New( x ) Repair( ) Addition to House( ) Name of Owner Ed Bertagnolli Street Address Bobcat Lane Property legal description Lot E-1, Redstone Ranch Acres Size of lot 38.47 acres Total square footage of the house 3O0`3 Water source well # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit n/a 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) 4 bedrooms; Permit information Designed by Church and Associates Mailing Address 4501 Wadsworth Blvd, Wheat Ridge, CO 80033 Perc rate 33/28 Profile hole depth 6 ft Depth to groundwater or bedrock Minimum Septic tank capacity 1750 gallons Mirkum Absorption area Co 6 ft 1032 sq ft Septic permit approved per compliance with the engineer design and specifications dated October 12, 2000. 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. The well must maintain a 132 foot setback from any part of the absorption field. The tank must be located at least 50 feet from the well. The engineer design calls for one 2000 gallon two-compartment tank with a dual effluent pumping system in a biotube vault. 2 inch PVC pump lines must be installed from the tank to the field. The field will consist of 4 feet of imported sand material for the 1085 sq feet of the drain field in two mounds. The fields will be pressure distributed, each bed having 7 rows of 5 chambers, for a total of 70 chambers. "The sand must conform to Section 12-5 of the Pitkin County ISDS regulations and an invoice to document the sand material must be submitted. This department does not endorse any brand of products. This permit must be on-site during installation of the system. 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. Permit approved by: In rl_ t,TJ('I;��_ Date: 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 Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: Final inspection approval Date: CM phone 970-920-5438 fax 970-920-5077 0405 Castle Creek Rd, Aspen CO 81611 e-mail carlab@ci.aspen.co.us FaX To: Dan Muse From: Carla Block Fax: 963-0566 Pages: 2 Phone: Date: 4/19/01 Re: septic permit CC: Tim Petz 303-493-9321 ❑ Urgent 2 For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Dan, The sand material for the mounds was not specified in the engineer design. The state requires certain parameters for this material. I have highlighted a portion of the permit so the contractor knows the sand must meet these guidelines. I have also talked with Tim Petz and he will write a letter better explaining what kind of sand is needed for the mounds to function properly. If you have any questions regarding this permit, please give me a call Thank you, Carla Form No. OFFICE OF THE STATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 APPLICANT EDWARD BERTAGNOLLI 7280 IRVING ST #101 WESTMINSTER, CO 80030- (303) 429-4761 1095 WELL PERMIT NUMBER - DIV. 5 WD 38 DES. BASIN MD APPROVED WELL LOCATION PITKIN COUNTY SW 1/4 SW 1/4 Section 29 Township 10 S Range 88 W Sixth P.M. DISTANCES FROM SECTION LINES 1000 Ft. from South Section Line 380 Ft. from West Section Line PERMIT TO GUNS i KUG i H WILL ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of 38.47 acres described as that portion of the SW 1/4, SW 1/4, Sec. 29, Twp. 10 S, Rng. 88 W, Sixth P.M., Pitkin County, more particularly described on the attached exhibit A. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: Expired permit 100091, was previously issued for this lot. 101 'U -_3l ®-' rX 1' State Engineer DATE ISSUED Iti . _. , r Name c/o : Address City, St, Zip Phone # : Shelton Drilling Corp. P.O. Box 1059 Basalt, Colo. 81621 (970) 927-4182 Lic. # 1095 Edward Bertaanolli 7280 Irving St. # 101 Westminster, Co. 80030 Invoice # C-1666 Date : 11/15/00 Permit # :.229691 Location : Redstone Hole Size Depth Type Casing ID Casing OD From -To 9.0 40 Steel 6.5 7.0 0-40 6.5 208 PVC 5.0 5.5 28-208 Perforated Ft Estimated Static Level Total Drilled Recommended Pump Set Depth 200 Ft. Pumping 8 GPM. For Pump Installation We Recommend : Aqua Tec Pump 984-0311 (Tom Platzer) Samuelson Pump 945-0309 (Raun Samuelson) J & M Pump Co 945-0159 (Rick Holub) Special Instructions : Price Per Foot 200 Feet @ $ 25.00 Per Foot = $ 5,000.00 0 Feet @ $ 0.00 Per Foot = $ 0.00 Total Invoice. . . . . . . . $ 5,000.00 30 ft 8+ gpm 110 ft 208 ft Conditions Of Payment : pay $5,000.00 PLEASE READ THE FOLLOWING RECOMMENDATIONS 1. ` WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP INSTALLER TO DETERMINE THE ACTUAL WELL PRODUCTION AND WATER QUALITY. THIS SHOULD ESTABLISH THE ACTUAL WELL PRODUCTION PARAMETERS WHICH WE CANNOT DETERMINE WHILE DRILLING. 2. OUR GUARANTEE IS VALID ONLY IF A LICENSED PUMP INSTALLER INSTALLS THE PUMPING SYSTEM 11 3. On Monitoring/Observation Holes (test holes) it is the customer's responsibility to obtain the proper permit before the well is put to beneficial use (within one year) or the State may require the hole be plugged and abandoned. We will be happy to assist you whenever possible in filling out the appropriate well application. 4. The landowner is ultimately responsible for the plugging and abandoning of dry holes or replaced wells, according to State Rules and Regulations. Please contact us for details and/or prices. 5. ALL INVOICES DUE AND PAYABLE WITHIN 10 DAYS OF INVOICE DATE UNLESS PRIOR ARRANGE- MENTS ARE MADE. A 1.5% HANDLING CHARGE PER MONTH MAY BE ADDED 15 DAYS FROM FIRST BILLING. Please call us if you have any questions. THANK YOU .••. w% SAMUELSON PUMP CO. INC. P.O. BOX 297 WATER SYSTEMS GLENWOOD SPRINGS SALES, SERVICE & INSTALLATION COLORADO 81602 945-6309 January 4, 2001 Danny Muse Arch. 417 Main St. Suite A Carbondale, Co. 81623 Attn: Danny On December 11, 2000 a well test was conducted on a new well in Redstone Ranch Acres. The following information was obtained: Well depth --------------------------------------210'-0" Casing size(top)------------------------------- 7"(steel) Standing water level --------------------------- 106.65' Drawdown -------------------------------------- 153.45' Production is ------------------------------------8 gpm. This test was conducted with a Goulds test pump 1 hp. Model 10EJ. The well recovered back to 124.0' in 15 min. If you have any questions please call me, Raun Samcelson at 945-6309. Sincerely; l Raun Samuelson STANDARD BACTERIOLOGICAL WATER TEST SNOWMASS WATER & SANITATION DISTRICT P.O. BOX 5700 • SNOWMASS VILLAGE, CO 81615 Ajak—d ANALYSTISTART_j�t7!Z� UNSUITABLE Q FOR TEST PWS IDa ,_ Sample Location r-&- NAME OF SAMPLE TAKEN DATE /_, TIME3��_�SUPPLY � �t�% DIRECT CO IFORM FECAL CHLORINE COUNTY» SAMPLER% ✓vRESIDUAL { ) COtAMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY ( 1 NON COMMUNITY ( ) CHECK SAMPLE f ) PROCESS-- ROCESSWAEROTHER PUBLIC I ) RAW (;-a GROUND I ) SURFACE OTHER ADJUSTED COUN ASSENT PRESENTI! 24 48 �'R �,.<PRWATE ! 1 SPECIAL PURPOSE SAMPLE ..NOTE: IF ALL INFORMATION IS NOT SyPPLIED, THE $AMPLE: WILL BE DISCARDED. REMARKS: %-u yy7 v� b RETURN TO & /l7�F?—, • --- --' urn u. MIL ADDRESS r..P.:-zy7 .. CITY-STATE _-- I **-2 n !�/4-,-o�rL_- r�•'y:- _-��--- PHONE• -- `PN lr" COLIFORM1100 SEE H61,ERSE FOR Tn.1E LIMI IATICNS SAWLING INSYRUC".ONf AND :!EFTWTIONS. LAS W= TW (HFY 1.041 IcrAA V O MEMBRANE FILTER w w w- ' o a�+ U liJ ASSENT PRESENTI! ABSENT PRESENT MIL �! lr" COLIFORM1100 z �J •tl V O LAURYL SULFATE BROTH ar s r,rf-�N I g Q! Q I Z g A' >', 7— 0 COLIFORMl700 ML RESULTS GREATER THAN ONE COLIFORM PER 100 ML INDICATES NON-COMPLIANCE WITH MINIMUM DRINKING WATER STANDARDS. 0 0 I MEMORANDUM TO: Board of County Commissioners Regular Meeting — December 2, 1998 THRU: Cindy Houben,' dmmunity Development Director FROM: Suzanne Wolff, Planner RE: Bertagnolli 1041 Hazard Review and Conceptual Submission REQUEST: The applicant is requesting approval to establish a building envelope to construct a new single family residence and customary accessory uses. The Planning Commission recommended approval on October 6. The staff memo to the Planning Commission, which fully addresses the review criteria, is attached for reference. Only specific issues raised by staff, the Planning Commission or the applicant are addressed below. OWNER: Edward Bertagnolli REPRESENTATIVE: Jeff Bier LOCATION: The parcel is located to the southwest of the "E" lots in the Redstone Ranch Acres Subdivision (Bobcat Lane) in the Crystal River Valley. U.S. Forest Service lands are located to the south, west and northwest (across Highway 133). The building envelope is located on a bench above the Crystal River and the highway, across the highway from the Hays Creek waterfall. ZONING: The property is zoned RS -30 and contains 38.47 acres. COUNTY ATTORNEY COMMENTS: The staff report was reviewed by the County Attorney's Office on 11/24/98. STAFF ANALYSIS OF ISSUES: Building & Development Envelopes: In response to Joanna Schaffner's comment that the,building envelope encroaches into the required 50 foot setback, the Planning Commission agreed to require the building envelope to comply with the 50 foot setback but to allow a "development envelope," which accommodates certain development -- but not buildings -- to extend to within 30 feet of the lot line. Dog Kenneling: The DOW and the County's Wildlife Biologist both recommended that one dog be allowed with a kenneling restriction. The Planning Commission supported the recommendation, but discussed whether it would be feasible to have "seasonal" kenneling restrictions, since the kenneling requirements stems from the proximity to a specific seasonal habitat, such as calving habitat. Mr. Lowsky agreed that it was an idea to pursue, but that the difficulty of enforcement would be increased. RECOMMENDATION: Staff and the Planning Commission recommend that the Board adopt a "motion to approve the Bertagnolli 1041 Hazard Review and Conceptual Submission, subject to conditions." Attachments A. Staff memo to Planning Commission dated October 6, 1998 Application and site plan provided separately RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO, APPROVING THE BERTAGNOLLI 1041 HAZARD REVIEW AND CONCEPTUAL SUBMISSION Resolution No. 98 - Edward Bertagnolli ("Applicant") has applied to the Board of County Commissioners of Pitkin County, Colorado ("BOCC") for 1041 Hazard Review and Conceptual Submission approval to construct a new single-family residence and customary accessory uses. 2. The Applicant's lot is zoned RS -30 and contains 38.47 acres. Said parcel is located off of Bobcat Lane in the Crystal River Valley, and is more specifically described in Exhibit A. The Planning Commission reviewed and recommended approval of this application at a regularly scheduled meeting on October 6, 1998. The BOCC reviewed the application at a duly noticed public hearing on December 2. 1998, at which time evidence and testimony were presented with respect to this application. 6. The BOCC finds that the application is generally consistent with the applicable provisions of the Pitkin County Land Use Code. NOW, THEREFORE, BE IT RESOLVED by the Pitkin County Board of County Commissioners that it does hereby approve the Bertagnolli 1041 Hazard Review and Conceptual Submission, subject to the following conditions which shall run with the land and be binding on all successors in interest: The Applicant shall submit a 24" by 36" 1041 site plan to the Community Development Department for approval and recording, prior to submission of any building permit applications. The site plan shall also be submitted in digital format for integration into the County's GIS system. The site plan shall be modified as follows: Resolution No. 98 - Page 2 A. Include the following disclaimer on the site plan: "1041 environmental hazard areas exist that might affect the property, any improvements, and the use and occupancy thereof." B. The building envelope shall comply with the required 50 foot rear yard setback. A development envelope may be designated with its boundary within 30 feet of the rear lot line, however, no buildings shall be allowed within the development envelope. 2. Prior to submittal of an ISDS permit, the Applicant shall provide documentation of adequate quality and quantity of water from a well to the Environmental Health Department. Prior to submittal of any building permits, the Applicant shall: A. Obtain approval of an ISDS permit from the Environmental Health Department. B. File a fireplace/woodstove permit with the Environmental Health Department, C. Obtain an access permit from the County Engineer. The Applicant may utilize the existing driveway alignment, even though a portion of the driveway exceeds the maximum allowed grade of 12%, in order to minimize additional impact on adjacent slopes and vegetation. The width of the driveway shall be limited to 8-10 feet along the portion of the driveway where the grade exceeds 12%. 4. No development activity, including grading, landscaping, vegetation removal or disturbance, well and septic system, shall occur outside of the building or development envelopes, except for utility and driveway extension and maintenance, and as may be necessary to implement the wildfire mitigation measures required elsewhere in this document. No buildings shall be located within the development envelope. The Applicant shall comply with the following landscaping and wildfire defensible space mitigation standards: 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 35 feet uphill and to the sides and 40 feet downhill of all structures. C. Spacing between clumps of brush and vegetation within the perimeter shall be a minimum of two times the height of the fuel. Maximum diameter of the clumps shall not exceed 10 feet. All measurements shall be from the edges of the crowns of the fuel. D. All branches from trees and brush within the 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 perimeter 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 all structures shall be reduced. H. All deadfall within the 100 foot perimeter shall be removed. I. Low vegetation shall be maintained within a 10 foot perimeter around all structures. J. The Applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. 6. The Applicant shall comply with the following additional wildfire mitigation standards: Resolution No. 98 - Page 3 A. Roof construction shall be Class A, non-combustible material with no flat roofs. B. Vents shall be screened with corrosive resistant wire mesh with mesh 1,'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. 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. Utility lines shall be buried along the driveway. The Applicant shall comply with the following wildlife mitigation: A. Only one dog shall be permitted, and must be kenneled. Construction workers shall not bring dogs on-site. B. Maintain native vegetation outside of the building and development envelopes. C. All trash/garbage shall be contained in approved bear proof garbage containers. D. Fencing shall be constructed of a 3 strand barbed or smooth wire fence with a 42 inch maximum height above ground level and at least 12 inches between the top two strands or a 3 rail qr less round or split rail fence with a 48 inch maximum height above ground level and 12 inches in width (top view) with at least 18 inches between two of the rails. Perimeter fencing is prohibited; fencing is only allowed within the building or development envelopes. E. Horses and livestock are prohibited. F. Maintain and prohibit removal of the snags at the north end of the building envelope. 8. The Applicant shall comply with the following standards for development on slopes of greater than 15%: A. Adequate mechanical support shall be provided for cut slopes. B. Adding water which may decrease slope stability shall be avoided. C. Adding weight to the top of the slope shall be avoided. D. Disturbed slopes must be contoured so that they can be revegetated. OOOW� ,•r Now `.i Resolution No. 98 - Page 4 E. Steepening of existing slopes shall be avoided. F. Cuts, fills, grading and excavation shall be confined to the minimum area needed for construction. 9. All areas disturbed by construction shall be revegetated with native grasses to limit water consumption and additional runoff within one growing season of project completion. 10. For any free market residential structure of 5,000 gross square feet or greater, the Applicant shall comply with Section 4.01.01(B) of the Pitkin County Road Management and Maintenance Plan. which requires the applicant to provide construction trip and residential trip generation studies. The Applicant shall comply with this provision as it is in effect at the time of building permit issuance to the satisfaction of the County Engineer. 1 I . The Applicant shall adhere to all material representations made in the application and in the public meetings. 1998. NOTICE OF PUBLIC HEARING published in the Aspen Times on the 31st day of October, APPROVED AND ADOPTED this 2nd day of December, 1998. ATTEST: Jeanette Jones, Deputy Clerk and Recorder APPROVED AS TO FORM: John Ely, County Attorney Case #P31-98 PID #2729-293-00-0131014 suzannew\pitkin\cases\ 1041 \bertagn\reso. doc BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO Dorothea Farris, Chair Date APPROVED AS TO CONTENT: I a ��' (k& 7�" a , — Cindy Houben, Community Development Director I XHIBIT "A" ' �,, ir1 (lit! StillI111:'!'.';1 QhInI-f r•I- „� .` • '' A rracl. �f lclnd, known as •Tract ' rawnsh l 1, I fl St�ul.h, Range 811 11P! of the 61.11 PI I lu patt1r11inrly d(-::cr11)ed or, folltjwr,: Reg; ItI111J1� al: 1 I,t►.Illt Which 1 s thre Sr, II h%, -est. r ol.I)1•I• Rallrll ArIr•S i11hdIVision No. 3. (, mlltY of I'll IC ill, ;(;)I r• of ('r•,In, ,;n� C)1Pne'i` !.(III fill fill'6II East 299-'I/I rert; thence :;ueTth 674.29 feet to the seri(ther Iy l ine of ::a Irl "n„l 1,,;,•' t ), I.c, ; of.►ttte: Southwest: Quarter of Section 29; tlfeti+CO.WOSt'-G87;02 feet along said southerly 1Jnr c►f tllr rr,nLln.r of the Snllt11wedr QlJtttpr' of Section29 to Elle easl.rr.ly 1 Ine of a t t lAnd knu mi an 'Tract '1 being recorded an Rer, tq,t i rnl No. 1 �HS(IIl „( t I,.• Of the (:lrlrk arid Ttecordeer of sa1r1 P-1t:lcflt Collnty, ''fltnrado; thence iantt:lt 953. GC, feet nlang said enr..tt!rly .l fill, of thence 1':1!;t 7.9.68 flet; theti r i;,•,11:11 31°06'42" Thant 5c17..413 fr•rt fu ter 1-1111 of hr l; itlnln,' Cttunt'y Of I'lf.kln, :Mate of ('nlr,rado. A tract of .land, located In the I -Jest 1./2 of the Snutll:.rst 1/6 of Sc cr Inn 79, and In the Nr,rthwest 1/4 of the ;lort'hwest 1/4 of rprt.Inn 32, both In 'i'n n�hIh 10 Sonth, P.nngr_ 88 I -Jest of the 61-11 P.M. described as f�llr►ws:' Beginning at the Scnithwest Corner of Lot E-1, of the Rrclstone Rancl► %errs, Stibdivislon No. 3 whence the witness corner to the Nnr-rhwest Corner (of Section 29, 'rl,wnship 10 South, Range 88 West of the 6th P..M, hears llorl.h 04'17'52" hoof: 3882.85 feet; thence South 22°02'46" Past 351.70 fret to the Southwest Cerner of Lot E-2, thence along the Northwesterly boundary of a dedicated road as shown on the recorded plat of Redstone Ranch Acres Subdivi- sion 11o. 3 and extension thereof, South 33°25' West 158.50 feet; �thence Sotit.h 2273.66 feet more or less to the Soong boundary of ter ilr,l rin:rsr .. 1/4 of the flurt.hwest 1/4 of Section 32, thence along said boundary West 459.13 feet more or less to the boat. 11n1Inr1G71 y of Section 32, thence along said boundary of 32 and 29, North 2530.19 fret more or loss to the center of the Crystal River, y thence Along; Lige center of the Crystal River North 51°27'2.0" Fast 363.77 fr•rrr, more or less, thence South 78°52'9" East 137.38 feet more or less to the Southwest rotna.r of Lot E-1, the point of beginning. i�dUNli4 ciNE-E-,viNc High Country Engineering 923 Cooper Avenue Glenwood Springs, CO. 81601 (970) 945-8676 Field Report !Date: Conditions: Project Name:,-,ao �, ��s��,.►c� Project Number: 9c10 5 2 .0j Contractor: Subcontractor: l Report Pepared By: Attachments: Time On Site: Travel Tim �-�- c �� .�i 1 i-r� �a �-r•�l %S i �1 cL -I &' l �^ 5 O i S G—� i ._1 - t -L- - O--t-e�— Q .� i ,J 5 4 t� c�� i ►J O---,'` 8 zoo ► l-�. C'�o-v,.� a- =,--c_.. a,—� ; -mac_ � o���lc_ �•t� C�`�^-kms �� 1,4 e -r k9 C A-- c,+ I� e r tr i h k cLx-�.ae-,..�� a� • t'� , -� lc H -0 z_ L-- rd's ' � 8 ` N j r 4T C__'� C-1 ! P-.C,v C&C_ _4 da -5 . -Q..Q_ �o ra�.,,rr o I�..�--� a-•--� �-1— i-�.s�k s �-�*t `J.�.o�-;1-c LR_ tPV_r> e t c �_V. Lc l 1 f C.. ' ' 1 a C--, oc,nre r NG0 VO 9 Project [3E r- �r-IpJob No. 99052 • �I By __4 x7i� Date 14 U Ck'd by Date Subject RSrr, Page of ...... _.......:.................. .. atr0 ... .. ..:......:....:.. .. .. .. ................................... .QC .. .. _ .. . : 5`' i...... 0 91 .... 6 9 .. t10 '.......;.... ......... ......:...................(. .l ;......: c4 ICO, ..:......: ....:..........1'..... D.� i � Q.:... .... ......"1.58........... ............................ C� 1Q 1.8.. <?� �Z .. �? 94 !a ..j... ......... ..1.o Lc Iv .....:... _......Iop .1Q... . , .. .. p. I L: ...:.... O _... _ . .......:.... ............... .. .................... .. .F� b.... :e1. N!iQ :......... 'J .. .. .. .. ...................... -iiy 9 5Z € .. .lo.. 9�33 - D;81.lcq IL .....................:............. ...LC? ID' LZ ...............1 :......:............ ao v9 Q....... C> `5 .. IL :......:......:..0:94... �Q.. O int 5 95 ................ , :...... €. to: ......:.......... ........ 1.�.......:......€........0?.`IZ . .. .... __ .. . O ......... �3;.. .. ...�o.-.�.�...... :...... ...... ...... ............. ........:...... ......:.......:........................... .3�' yL lU �....... ,...... .............. .. Q �:.. .. .. .. .. .. .................................. € .. .. .. .. .. .. . = .. .. ...j ... .. .. ...i.... .. .. ...y... .. .. .. .. ...i... .. ...i.... .. .. .. : 923 Cooper Avenue • Glenwood Springs, CO 81801 Tnlnnhnnn• 107(11 Odr_AA7A • Fair (07M Od�_9555 OL#V rm r itqa�R"a Project oIl FCE,-odtFr CC Job No. 99052.. d l By --41oC Date Ck'd by Date Subject arW1447orl Ie r,. i Page of 923 Cooper Avenue • Glenwood Springs, CO 81601 Talanhnna• 19M 945-RR7R • Fax- (970) 945-2555 FROM: Muse Architects, r. Architecture and Planning 320 Main St. Ste.203 Carbondale, Colorado 81623 970. 963. 0566 Letter of " ansmittal Date: 11-7-01 Project: Bertagnolli Residence Attention: Carla Block To: Pitkin County Environmental Health Department - WE ARE SENDING YOU: Shop drawings Prints Copy of letter Change order Nancy McKenzie Under separate cover via Plans Samples DESCRIPTION Application form with $330.00 fee Engineer's design/drawings of septic with stamp Surveys and site plan Floor plans @ 11x17 Well report, permit and pump test Copy of 1041 approval Copy of original permit dated 4-19-01 THESE ARE TRANSMITTED as checked below: X For approval For your use As requested For review and comment For Bids due Approved as submitted Approved as noted Returned for corrections The following items: Specifications Gv R � tiool Neu co�N� ��N P�0 ��EN1 ENR REMARK: This is a re -submittal for a permit. We received a permit for the project (included in this packet) in April. The design was based on the conditions encountered in the building envelope where the first profile hole was dug. When the contractor dug a new profile hole (and then more perc holes) further to the east in the `development envelope', it was obvious that the conditions were better. High Country Engineers was then asked to design the new system that is submitted to you at this time. If this information is not complete or you have any further questions or comments, please let me know. Thank you, Dan Muse COPY TO - If enclosures are not as noted, kindly notify us at once. FROM:, Muse Architects,16c. Letter offransmittal Architecture and Planning 320 Main St. Ste.203 970. 963. 0566 Carbondale, Colorado 81623 Date: 12-11-01 Project: Bertagnolli Residence Attention: Carla Block RECEIVED To: Pitkin County Environmental Health Department - WE ARE SENDING YOU: Under separate cover via Shop drawings Prints Plans Samples Copy of letter Change order DESCRIPTION High Country Engineering: ISD design and location of : profile holes, perc holes, House, well, etc.... 2 @ 2406 High Country Engineering: Soils, and perc report dated 8-16-01 2@8'/2x11 THESE ARE TRANSMITTED as checked below: X For approval For your use As requested For review and comment For Bids due Approved as submitted Approved as noted Returned for corrections DEC 17 2001 PITO COUNTY ENVIRONMENTAL HEALTH The following items: Specifications REMARK: Carla, we did a `re -submittal' for a new ISD system, and location on November 7th . This was for Ed Bertagnolli (Parcel I.D. # 2729 293 00 013) on Bobcat Lane, Redstone. You contacted me later to say that the new design and location had inadequate information. (From High Country Engr's) High Co. Engr's have finally given to me the following: New design and map showing location of profile and perc. Holes, with ISD system, well and house on the plan. A soils and Pec. Report dated 8-16-01. There was a lot of confusion in who was doing what, as we switched locations, and system design. For the delay in getting all the correct information to you at once I apologize. Once again, if you have any questions or comments please contact me. Thank you, Dan Muse COPY TO- 1 SIGNED: /f enclosures are not as noted, kindly notify us at once. 7 Z-9 RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITIONN COUNTY, COLORADO, APPROVING THE BERTAGNOLLI 1041 HAZARD REVIEW AND CONCEPTUAL SUBNIISSION Resolution No. y? -/q_ RECITALS Edward Bertagnolli ("Applicant") has applied to the Board of County Commissioners of Pitkin County, Colorado ("BOCC") for 1041 Hazard Review and Conceptual Submission approval to construct a new single-family residence and customary accessory uses. 2. The Applicant's lot is zoned RS -30 and contains 38.47 acres. 3. Said parcel is located off of Bobcat Lane in the Crystal River Valley, and is more specifically described in Exhibit A. 4. The Planning Commission reviewed and recommended approval of this application at a regularly scheduled meeting on October 6, 1998. 5. The BOCC reviewed the application at duly noticed public hearings on December 2, 1998, and January 13, 1999, at which time evidence and testimony were presented with respect to this application. The BOCC finds that the application is generally consistent with the applicable provisions of the Pitkin County Land Use Code. NOW, THEREFORE, BE, IT RESOLVED by the Pitkin County Board of County Commissioners that it does hereby approve the Bertagnolli 1041 Hazard Review and Conceptual Submission, subject to the following conditions which shall run with the land and be binding on all successors in interest: 1. The Applicant shall submit a 24" by 36" 1041 site plan to the Community Development Department for approval and recording, prior to submission of any building permit applications. The site plan shall also be submitted in digital format for integration into the County's GIS system. The site plan shall be modified as follows: 111111111111111111 IN 11111111111111111111111111111111111111 428175 02/26/1999 12:54P RESOLUTI DAVIS SILVI 1 of 5 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Oak qq-q �4w %N t A. Include the following disclaimer on the site plan: "1041 environmental hazard areas exist that might affect the property, any improvements, and the use and occupancy thereof." B. The building envelope shall comply with the required 50 foot rear yard setback. A development envelope may be designated with its boundary within 30 feet of the rear lot line, however, no buildings shall be allowed within the development envelope. 2. Prior to submittal of an ISDS permit, the Applicant shall provide documentation of adequate quality and quantity of water from a well to the Environmental Health Department. Prior to submittal of any building permits, the Applicant shall: A: Obtain approval of an ISDS permit from the Environmental Health Department. B. File a fireplace/woodstove permit with the Environmental Health Department. C. Obtain an access permit from the County.Engineer. The Applicant may utilize the existing driveway alignment, even though a portion of the driveway exceeds the maximum allowed grade of 12%, in order to minimize additional impact on adjacent slopes and vegetation. The width of the driveway shall be limited to 8-10 feet along the portion of the driveway where the grade exceeds 12%. 4. No development activity, including grading, landscaping, vegetation removal or disturbance, well and septic system, shall occur outside of the building or development envelopes, except for utility and driveway extension and maintenance, and as may be necessary to implement the wildfire mitigation measures required elsewhere in this document. No buildings shall be located within the development envelope. The Applicant shall comply with the following landscaping and wildfire defensible space mitigation standards: 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 35 feet uphill and to the sides and 40 feet downhill of all structures. C. Spacing between clumps of brush and vegetation within the perimeter shall be a minimum of two times the height of the fuel. Maximum diameter of the clumps shall not exceed 10 feet. All measurements shall be from the edges of the crowns of the fuel. D. All branches from trees and brush within the 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 perimeter 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 all structures shall be reduced. H. All deadfall within the 100 foot perimeter shall be removed. I. Low vegetation shall be maintained within a 10 foot perimeter around all structures. J. The Applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. 6. The Applicant shall comply with the following additional wildfire mitigation standards: 111111111111111111111111 IN 1111111111111111111111111 IN IN 428176 02/26/1999 12:54P RESOLUTI DAVIS SILVI 2 of 5 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO A. Roof construction shall be Class A, non-combustible material with no flat roofs. B. Vents shall be screened with corrosive resistant wire mesh with mesh 1/4 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. I. 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. 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. Utility lines shall be buried along the driveway. 7. The Applicant shall comply with the following wildlife mitigation: A. Only one dog shall be permitted, and must be kenneled. Construction workers shall not bring dogs on-site. B. Maintain native vegetation outside of the building and development envelopes. C. All trash/garbage shall be contained in approved bear proof garbage containers. D. Fencing shall be constructed of a 3 strand barbed or smooth wire fence with a 42 inch maximum height above ground level and at least 12 inches between the top two strands or a 3 rail or less round or split rail fence with a 48 inch maximum height above ground level and 12 inches in width (top view) with at least 18 inches between two of the rails. Perimeter fencing is prohibited; fencing is only allowed within the building or development envelopes. E. Horses and livestock are prohibited. F. Maintain and prohibit removal of the snags at the north end of the building envelope. 8. The Applicant shall comply with the following standards for development on slopes of greater than 15%: A. Adequate mechanical support shall be provided for cut slopes. B. Adding water which may decrease slope stability shall be avoided. C. Adding weight to the top of the slope shall be avoided. D. Disturbed slopes must be contoured so that they can be revegetated. E. Steepening of existing slopes shall be avoided. 1111111111111111111111 111111111111iffil 1111111111111111 428175 02/28/1999 12:54P RESOLUTI DAVIS SILVI 3 of 5 R 0.00 0 0.00 N 0.00 PITKIN COUNTY CO Q'. 84-19 k F. Cuts, fills, grading and excavation shall be confined to the minimum area needed for construction. 9. All areas disturbed by construction shall be revegetated with native grasses to limit water consumption and additional runoff within one growing season of project completion. 10. For any free market residential structure of 5,000 gross square feet or greater, the Applicant shall comply with Section 4.01.01(B) of the Pitkin County Road Management and Maintenance Plan, which requires the applicant to provide construction trip and residential trip generation studies. The Applicant shall comply with this provision as it is in effect at the time of building permit issuance to the satisfaction of the County Engineer. 11. The Applicant shall adhere to all material representations made in the application and in the public meetings. 12. The approval contained herein shall expire on the 13'}' day of January, 2002. 1998. NOTICE OF PUBLIC HEARING published in the Aspen Times on the 31 st day of October, APPROVED AND ADOPTED this 13th day of January, 1999. jh.b i;J -dr f� SP2N -n mes o N 7?4<f ATTEST: eputy Clerk and Recorder wee - APPROVED AS TO FORM: John Ely, orney Case #P31-98 PID 42729-293-00-013/014 suzannew\pitkin\cases\ 1041\bertagn\reso.doc BOARD OF COUNTY COMMISSIONERS OF PITKIN COUN , COLORADO Leslie Lan 6t, Chair Date APPROVED AS TO CONTENT: Cindy Houben, Community Development Director 111111111111111111 IN 11111111111111111111111111111 IN 428175 02/26/1999 12:54P RESOLUTI DAVIS SILVI 4 of 5 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO All qq-lq EXHIBIT "A" A Tract r'C land, known ns 'I'racC 6, in the Southwest (luart-r- (if Ser-rtjOn ;2?, Township 10 Sotrt.h, liange fib 61Pst of t ire 601 Pi inr• Ip,nl 11et- i;1 i rill !!,.I rr,• parrirul:rr ly de�:r.rlheri ns Inllr,ws: Aeglttni.nr at: lxoant which is l:he Srnitht:est canner r,C lot 1-4 of Redstone, Ranch Arl-s Suhrllvis.lon No. ;1, Crnrnty of i'ltirin, .`:trttr of thette•t, }:ruff:h rib°41' East 299.?/t feat; thence_ Suuth 474.29 feet to file southerly line of ::rid ,;r,ttt tr,;r• t srrr.,� t of:,.t le, Srauthwest: Quarter of Section 29; 4tlteAD%i_iiC*•_West:*-6$7:02 feet along said southerly 11nn of tltr> `��rtt.lrr;r .• r oE�t1le 5Ontt:Itwattt QuA•Y'tpi;:of Section 29 to the easterly 7inr of n t r:.t t lAnd known an Tract '1 being recorded as Rereptiott No. 1: 115MI if 'I), - of the clerk and Recorder of snId 1'itIf- iti County, r'olorrtdo; thence Horth 953.66 feet along said easterly linr of Trar•t i ; thence. rant 2.9.68 feet; thenen 5wuth 37 °06' 42" Fnst 592.4R feat 1 0 tile. IM fret of br•1; i rrrl l nt• , Comity of f1.LY.in, ;tate of C:olt,rndo. A tract of Innd, located in the West 1./2 of the South-west 1/4 of svctlon 29, and in the Northwest 1/4 of the "lorrhwr-st 1/4 of Section 32, both in '1'w.:nllrtp 10 South, P.nnge 88 Wast of the 6th P.M. described as follows: - Beginning at the Southwest Corner of Lot E-1, of the Rodstone lunch A( -,-Qs. Subdivision No. 3 whence the wit:ness corner to the Northwest Corner of Section 29, 'r wnship 10 South, Range 88 West of the 6(11 P.M. brr;trs North 04°17'52" 1.''ost _3882.85 feet; thence South 22°02'/x6" Past 351.70 [vet to the Southwest Crtrnar of Lot E-2, thence along the Northwesterly boundary of a dedicated road as shown on the recorded plat of Redstone Ranch Acres Subdivf- sion No. 3 and extension thereof, South 33'25' West 1.58. 50 feet; �thence South 7273.66 feet more or less to Che South botindary oC t1w. 1;orthwest .. 114 of the Nurt.lrwest 1/4 of Section 32, thence along said botmdary West 459.13 feet more or lens to the to st bttexxxd; t y of Section 32, thence along said boundary of 32 and 29, North 2530.79 fent more or ltss to the center of the Crystal River, thence along the center of the Crystal River North 51'27'20" Fast 363.77 f-nt, more or less, thence South 78'52'9" East 137.38 feet snore or less to Lite Southwest roll,?r of Lot E-1, the point of beginning. � I II1111111111111111111 II111111111111111 III (IIII IIII IIII 428175 02/26/1999 12:54P RESOLUTI DAVIS SILVI 5 of 5 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO it T- Z :m :y z e•.aww..w«r'� zzuuzN 0 o=NooN MR'8aE8a8 w m In A 4.4 rl-,4i -non y -a-' D- � Oy � TyOm m K A yT In -D _N mo�C �z 0 T� :R'.' ~ ONtn C/ Oxi- <a -• moo vmmz z zo=z mo OmN Tay m m= �rT ym amz ym z f2- ly z< N-1 =1 Zrr1<lr fD" sH= m m- %A r m zx oN _ O m orm S� Z -D -fa IMnzi x mDD m0 II,• moan, cn H=c xm� omn AV2Dy mm a NK O X z! nn :e' rao OM= rmo o' c aiz .y si K~ Ago Pzrz fmC-gm - mmi H c mx a �rw•�a V_ 5 00.00'01"E ^� 953-66' . u C _N Y 0 T� :R'.' yoO - Q • . w +-O �O Am PND O•«n-. r2 �.• � Z. «Sn>m : ••IN> - - o -•c - •b- O e n•�ir'iD.00-+;eb 00 C" --da-�•Oi- _ a � i. d�--•O-6-ash-• - � pa nn •T - ��fa Of tiO ..TQ sa /� U1�bn•O„O60a On --PA••.'..d. 7a TO•.; mT O 4 -e JO�TrSO AI' •TO•. 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COLORADO D D D mvN� rA m �A im Z gtl 0 igA§ v p C orm �/f��� (�� q� M [g+ {{�' R /��j� M PBW W df� �ti ,W- n -m d R M:"(G`A'1' [E® BERI 1�f•U\`dAiltlJ� LLU RESUDIEH E 1 ..uu� ..320Mr+9►eet.S2s1O1-cxb-w,c—ft 81521 i'L.YLW! 170 100 0561. Drnm Or. w w DM PEANTlETdMK �_.._..._- . -- 320AW Geet•Sak 2�C3•CwboM�le.6abdo �tS23 1'�"P'�W s ' P7P • PKI.056E _- _ _. _ it L 1 1 _,..----------------------------- T. PL. m3A m- M I I 1 I ! I I i X s i srF M>p ��� M mpg ooe •1 I I 33 333 r0& rs ro 0JQ I I - ✓ 1 I I /•'\vY 1 j as ti I � I I I I a I I D ® • i. 'rte I ---'_ I A •�! - - •III' -- __ ,. ti r 1 1 'J/12 I r I I 0 4 I I I I I I 1159.5'VRS 1163.0' MAX ALLOILED (SEE SITE PLAN) Ao /i3�ro a o vp Am D TTP. - ,1 j AT SHED . �',`rTPL •II'I -3 I/4' ONLY R r J II g/h j i iYP. �' I ClZ r E Xl � p I Ooo d ` FAL< + , F----------- --- ; P It9 ! 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Cnba'mis :ckdo e16n 0229 31 31 eitpAv LANE i —ZD O � t r c II t. 1 �j I r TIM 6 zo i c r� i PERMIT SET dab: ' l3.26-2009--T-T���y���+ Il i —ZD $4 i W w 1 L� mm � m T ,r tY Appr ed by, o � 1 0 u r it IE© IB E R V A l�,l � V Lam, L O R IE S IM IS IJ C E 0229 BOBCA17.1LAHE 9 0 c i II � 1 I r TIM 6 zo i i $4 i W w 1 L� mm � m T ,r tY Appr ed by, o � 1 0 u r it IE© IB E R V A l�,l � V Lam, L O R IE S IM IS IJ C E 0229 BOBCA17.1LAHE 9 0 c i PERMIT SET dab: l3.26-2009--T-T���y���+ caeA*ar �xi: — I 1 I " I I -�I r- � i •' I Y cm.. m � d2� j o � U D 0229 BOBCAT LANG CGUMVVr COLORADO PE8Br,018 SU date: �-2-0-Y�9 •� aoM.k' ca�.w`rr•c.,io�.c.a5a , y II I I I rt) r I i I .,• I , I Ihill I � b d C b I: o °n i. , r� P �P D --1 0229 BOBCAT LANG CGUMVVr COLORADO PE8Br,018 SU date: �-2-0-Y�9 •� aoM.k' ca�.w`rr•c.,io�.c.a5a ACCORDING TO WITH IV THREE DEFECT IN THI COMMENCE ANY LEOAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY DISCOVER SUCH DEFECT.IN NO EVENT. MAY ANY ACTION BASED UPON ANY MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 1041 N WmoorE S jam liliil� 0 100' 200' 300' 1. OU SCALE: 1"-:200' LINES IN SPACE LA 4D. SURVEYS Cepterlipe of Crystal River Per legal descriPtloq 77• so.o• DEVELOPMENT BU I I d! !! ENVELOPE` I I NE E g v e l op 30.01 - Sg, w E-2 P I T K I N ACCESS EASEMENT SUBJECT PROPERTY E-3 p� �O DISTANCE L 1 S tiF 158.50' 4' S v E - 4 9.49' L 3 9c 90°00'00"E 29.68' L 4 S E-5 1,32,38- 1 5 (36 77°11'46'W E -6 E-7 1 6 S 8°41'0 "E 00°00'00'E 299.94' 38. 47 JAC f/ - F L 0 N 90.00'00'W LINE BEARING DISTANCE L 1 S 33025'00'W 158.50' L 2 S 00.01'10'E 9.49' L 3 N 90°00'00"E 29.68' L 4 S 78°53'07'E 1,32,38- 1 5 S 77°11'46'W 186,81- 1 6 N 00°00'00'E 179.94' L 7 N 59°03'41'E 50.32' L 8 N 78407'06'E 119.14' L 9 N 89°43'05'1 118.40' COUNTY, 0 IIIIIIIIII lillilliqll I iiiii milli 115M 'VICINITY MAP SCALE; It' 2000' SITE Secs. 29 & 321, T. S., R.88 W., 6th P.M. LEGAL (DESCRIPTION A tract of land located in the West of the Southwest of Section 29. and in the Northwest of the Northwest of Section 32. both in Township 10 South. Range 88 West of the 6th Principal Meridian and being more Particularly described as follows: Beginningg at the Southwest Corner of Lot E -I of the Redstone Ranch Acres Subdivision No. 3. whence the witness corner to the Northwest Corner of Section 29. Township 10 $outh. Range 88 West of the 6th Princippal Meridian bears North 04°17'52' West 3882.85 feet: thence South 22°02'46' East 351.70 feet to the Southwest Corner of Lot E-2 of said Redstone Ranch Acres Subdivision No. 3: thence alongg the Northwesterly boundary of a dedicated road as shown on tfie recorded plat of Redstone Ranch Acres Subdivision No. 3 and extension' thereof. South 33°25' West 158.50 feet: thence South 2273.66 feat more or less to the South boundary of the Northwest of the Northwest of Section 32: thence along said boundary West 459.13 feet (core or less to the West boundary of Section 32: thence along said boundary of said Sections 32 and 29. North 2530.79 feet more or less to the center of theCrystal River: thence along the center of the Crystal River North 51°27'20 East 363.77 feet more or less; thence South 78°52'54- East 132.38 fee' more or less to the Southwest Corner of said Lot E -I, the point of beginning. AND A tract of land. known as Tract 6. in the Southwest Quarter of Section 29, Township 10 South. Range 88 West of the 6th Principal Meridian. being more particularly described os follows: Beginning at a point which is the Southwest Corner of Lot E-6 of Redstone Ranch Acres Subdivision No. 3. County of Pitkin. State of Colorado: thence South 88°4I' East 299.94 feet: thence South 474.29 feet to the southerly line of said Southwest Quarter of the Southwest Quarter of Section 29:. thence West 687.02 feet along said Souther)yy line of the Southwest Quarter of the Southwest Quarter of Section 29 to the easterly line of a tract of land known as Tract I being recorded as Reception No. 138508 of the records of the Clerk and Ric:.... JI said Pitkin County. Colorado: thence North 953.66 feet along said easterly line of Tract I: thence East 29.68 feet: thence South 37°06'42' East 592.48 feet to the point of beginning. County of Pitkin State of Colorado DI SCLAIRJIF R, 1041 ENVIRONMENTAL HAZARD AREAS EXIST THAT MIGHT AFFECT THE PROPERTY. ANY IMPROVEMENTS. AND THE USE AND OCCUPANCY THEREOF. THE BUILDING ENVELOPE SHALL COMPLY WITH THE REQUIRED 50 FOOT SETBACK. A DEVELOPMENT ENVELOPE MAY BE DESIGNATED WITH ITS BOUNDARY WITHIN 30 FEET OF THE REAR LOT LINE. HOWEVER. NO BUILDINGS SHALL BE ALLOWED IN THE DEVELOPMENT ENVELOPE. WAIVER THE PROVISIONS OF THESE REGULATIONS DO NOT IN ANYWAY ASSURE OR IMPLY THAT AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS. OR THAT APPROVED MITIGATION ',MEASURES WILL GUARANTEE THE SAFETY OF ANY PROPERTY. i) \�" � I APPLICANTii. FDWARD RERTASI I BOARD OF COUNTY COMMISSIONERS APPROVAL THIS 1041 HAZARD REVIEW SITE PLAN FOR EDWARD BERTAGNOLLI HgS�BEEN REVIEWED AND APPROVED BY THE PITKIN COUNTY BOARD OF COUNTY COMMISSIONERS THIS /-3�3 DAY OF -T� 1999. APPROVAL OF THIS 1041 IS SUBJECT TO TH TERMS AND CONDITIONS OF THE BOARD OF COUNTY COMMISSIONERS RESOLUTION NO. T9 RECORDED IN 68®K --;T 134�13&- IN THE` P I TK I N COUNTY CLERK AND RECORDERS OFFICE. gee III pr;0a ,# I/dR8/ 7s 'ITKIN VNTY BOARD OF COMMISSIONERS SURVEYOR'S CERTIFICATE I. SYDNEY LINCICOME. DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO. THAT THIS SITE PLAN IS A TRUE, CORRECT AND COMPLETE SITE PLAN OF A 1041 HAZARD 7EVIEW AS SHOWN HEREON. THAT SAID SITE PLAN WAS MADE FROM AN ACCURATE SURVEY OF THE REAL PROPERTY DESCRIBED HEREON BY ME AND UNDER MY DIRECT SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE PROPERTY AND OF THE BUILDING ENVELOPE. THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF .MY KNOWLEDGE AND BELIEF. r �ebruQ� WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS 3_� DAY OF A.. D.. 1999. o; nwiNmpir, SYDPEY I CRr� _ P.L.S. 141 1 1 ACCEPTANCE FOR RECORDINCz I THIS 1041 MAP HAS BEEN ACCEPTED FOR FILING Iyy,T��E OFF ICE T ER AND RECORDER OF P (N COUNTY OjAD0 ON THIS DAY ► s A.D. 199 q IN r� AT BOOK 9lr PAGE AS RECEPTION 140 (12-1. CLERK A , eK' LINES IN SPA� SYDNEY LINCICOUE SIC4 usnovw*01? l BOX 0 CARBONDALE COLO. 303-963-3852 SKEET / OF 2 DA TE: 02/02/99 SCALE; l - 200' JOB NO. 97091 n n s Z x 0 0 m 0 0 M O M m g c o M M 0 D z Z m n D r O Z n CO"NCE ANY LEGAL ACIION BASED UPON ANY DEFECT IN THIS SURVEY DISCOVER SUCH DEFECT. IN NO EVENT. MAY ANY ACTION BASED UPON ANY MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. HAZARD RE I EW 0 10' 20 30' 40' —7 SCALE: I"=20' � f CONT UR INTERVAL: 2' - 0" ' 7 X30 ,4/ a � 50. c / �)O rz11 W Z J } Of W d O CL. Buirlg LEGEND AND NOTES ® FOIND REBAR 6 CAP ED E OF ROAD —JOr— OVRHEAD UTILITY LINE — — BILDING ENVELOPE LINE ONDEROSA PINE LINES IN SPACE LAND SURVEYS "201.02 7r X30 nvefope A C 0 s� g 11"rovu, COUNTY FOR EDWARD COLORADO i 1041 SITE PLAN FOR BERTAGNOLLI Tract of land in Sc. 29&32. T.10 S. R.88 W.. 6th P.M.. Pitkin County, Co BKlINES IN SPACE SYDNEY LINCICOME ( L.S. 14 BOX 0 CARBONDALE. COLO. 303-963-3852 SHEET 2 OF 2 DATE-• 02/02/99 SCALE- l' - 20' JOB NO.: 97091 BUILDING ENVELOPE 25' MINIMUM SETBACK REQUIRED FOR PROPERTY LINE ABSORPTION FIELD 130' FROM THE CETERLINE OF THE RIVER TO THE / DEVELOPMENT ENVELOPE (82' MIN. SETBACK REQUIRED / FOR THE ABSORPTION FIELD PROcOSE'" `- _ DRIVEWA r f f eFpA/ON 20 i1�Jp / r.i 4"0 PVC SEWER ` (�P CLEANOUT I 5F MIN: SEPARATION" \ FROM SEPTIC TANK ��,(TYP.) AND EFFLUENT LINES EXISTING:.,WELWELL - .,- (RE;,- WELL REPORT / • 2000 -GALLON - PROPOSED PERMIT #229(391) PERCOLATION I - • SEPTIC TANK DRIVEWAY AND ' (MIN.) PARKING 3 TEST LOCATION � • �-' (TYP.) I • • JE EPARATION FROM `O l 10' M1N' SEP (TYP.) PROFILE HOLE #2 _ / HE (MIN.) - / SUPP WA TER N / /PROPERTY LINE 2 / / LY BUILDING p �� ti0 / f ENVELOPE / 5 INSPECTION • 4 WELL (TYP.) :' • ,' / �`— f _• �O / PROPOSED / J 4 BEDROOM HOUSE ' INSTALL DISTRI®UTION LATERAL (BOT Fy ENDS) •P2 \ _ _ ^M _ i a� \0 P3 ' %( �PROFIL HOLE #1 \ BUILDING ENVELOPE DEVELOPMENT ENVELOPE ,.Innlo ni onrvrui IVMIVRHL URVUIVU 09/04/2001 13:42:36 ISDS_dwg N. T. S. N (TYP. ZD GRAPHIC SCALE D 20 40 80 DRILL 12-1/2" DIA. AIR HOLE IN EXPOSED PIPE 4" 0 SOLID PIPE ROUGHEN ( IN FEET ) 1 inch = 20 ft. REMOVABLE CAP 0 18" CUT HOLE IN TOP OF INFILTRATOR UNIT FOR 0 INSTALLATION OF INSPECTION WELL PIPE O!! \�j 0 \/\ 4" o PERFORATED PIPE INSPECTION WELL DETAIL N.T.S. REMOVABLE PVC CAP INSTALL MARKER IN CAP IS TC FINISH GRADE 4" COUPLIP 4" SEWER 4" PVC WYE O.4 CLEAN OUT ASSEMBLY " RISER " 45' SWEEP BEND SEWER CLEAN OUT DETAIL N. T. S. VICINITY MAP 1 "= 2000' GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. FLOW FOR BED: 4 BEDROOMS * 2 PERSONS/BEDROOM * 100 GALLONS/PERSON/DAY IS: 800 GPD = AVERAGE DAILY FLOW. DESIGN = 1.75* AVERAGE = 1400 GPD (Q) SEPTIC TANK: MINIMUM TOTAL TANK SIZE: 1400 GPD * 1 DAY/24 HRS * 30 HRS = 1750 GPD MINIMUM SIZE = 2000 GALLONS STANDARD ABSORPTION AREA: A = Q Q=MAXIMUM FLOW 5 t=PERCOLATION RATE = 23 min/in = 1400,F2,-3 = 1343 SF 5 USE OF STANDARD INFILTRATOR UNITS IN BED CONFIGURATION: 30% REDUCTION- (1343 S.F.*0.70) 0 15.5 S.F./UNIT, 61 UNITS REQUIRED. RECOMMEND AT LEAST 63 UNITS. 3, CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA, TO PREVENT INFILTRATION. 5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW LANDSCAPING. 6. INSTALL RISERS AS NECESSARY TO BRING ALL. ACCESS POINTS TO WITHIN ONE-HALF FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. B. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION FIELD AREA USING DRAINAGE SWALES AS NECESSARY. - 9. SOILS AND PERCOLATION INFORMATION FROM INFORMATION PROVIDED BY HIGH COUNTRY ENGIINEERING., JOB NO. 99052.01, AUG 16, 2001. 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COUNTY. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. 12. SITE PLAN INFORMATION FROM FURR/FOSS ARCHITECTURE; JUNE 2000. 13, INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS LESS THAN 5.0 FEET. 14. THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO BACKFILLING OF SYSTEM COMPONENTS. 15. DESIGN OF ABSORPTION BED BASED ON SOIL PROFILE INDICATING 2'-3' OF TOPSOIL OVERLYING MATERIAL WITH BOULDERS UP TO 8' +/- IN DEPTH. GENERAL ABSORPTION BED NOTES 1. ABSORPTION LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH. 2. THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL. 3. DRAINAGE DITCHES ARE TO BE PROVIDED ABOVE AND AROUND BED, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. 4. BED LATERALS SHALL FOLLOW CONTOURS. 5. INSTALL INFILTRATOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 6. BED BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION. 7. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER. AND USE OF RUBBER TIRE VEHICLES OVER ABSORPTION AREA IS PROHIBITED TO MAINTAIN GOOD SOIL STRUCTURE. z 0 w z 1� \ U D U) p Q _ 0 Of N w w w C_ Y Q J 0 U L� Z 5 gw Wno ZVo W N Z,t8a 79Z k ¢W d I ZV � Z co 0 8 0) =tj 0 a (56 2 2 0- W �j W ` } W C0 I 0 Q J4 CO 00 0 0.. 0_ 0 C mz Z_ � Q Of � Z = o a Q LL Z) 00 CC IL Q [j) Z PROJECT NO. 99052.01 SHEET 1