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HomeMy WebLinkAboutpitkin.eh.264321100004 (2007) (CDU)Pitkin Cour' Environmental Health & Natural Resr -rces Department R iit for an Individual Sewage Disposa, stem 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 07070 Parcel ID # 2643-211-00-004 Type of permit New(x) Repair() Addition/Remodel to House( ) CDU Name of Owner Bruce Fabrizio Street Address Y° Property legal description Size of lot 15.24 Water source Spring # of bedrooms in house Caretaker unit CDU # of bedrooms in caretaker unit Designed for what # rooms (list) Total square footage of the house # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit 1000 sq ft CDU + 450 sq ft studio 1 # of offices, lofts & similar sized rooms in caretaker unit 1 Designed by All Service Se 2 bedroom CDU (bedroom + artist studio) Mailing Address P.O. Box 2844, Glenwood SI Perc rate 21 Profile hole depth 8 ft Minimum Septic tank capacity 656 gallons Permit information s, Colorado 81602 Depth to groundwater or bedrock Minimum Absorption area Comments Greater than 8 ft 240 sq ft w/ 50% reduction Septic permit approved per compliance with the engineer design and specifications dated July 2, 2007, Project #1046. 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. Any proposed pond on the property must be at least 50 feet from the absorption field. The existing system must be properly abandoned. The system will consist of one 1000 gallon two compartment tank with an effluent filter in the outlet. A baffled distribution box will distribute effluent to two trenches, each containing 16 Quick 4 chambers. There must be at least 6 feet of undisturbed soil between each trench. The absorption area must be staked out in an area that has not been impacted by boulder staging and approved by the engineer prior to installation. This permit is expressly conditioned on the property owner providing for the regular inspection, cleaning and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly Y���'/o 1 Permit approved by: t Date: b Z 01 Expiration Date: Plans he and specifications of topose individual sewa a disposal systy have been reviewed and are co r iderAd satisfactory. Permission is hereby granted to the owner or the owner's 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: XM\1Ct V i C 9jD License Number: Final approval: (,J�/tA Date: Pitkin County Environmental Health Department Contact Log Sheet Name: Parcel ID#: Address: D ato , Person S oken To nts /_ ion to be Taken Initials Time v /11 � � I / ® .lip,��'��!a�--�:I Am M -M ®R X-10 I ► 101 v _= .� _ MM MERWROMOT, PO -MA wan m& NursMARM-MW1JE 11-02"IMM _10- \,t")a Pitkin County Environmental Health Department Contact Log Sheet Name: Parcel 1D#: Address: Date, Person Spoken To : Comments / Action to be Taken InitialsTime V\Y D /�i ti -4-- .. n X II IA CN \l f A I Ian 52 1 � � r n 1 . PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER Owner's Mailing Address 1407 Ba side Dr. City, State, Zip Corona Del Mar, CA 92625 Business Phone:562-795-6000 Home Phone: 949-719-0718 E-mail Address: egbar@sim le reen.com Primary Contact Person (all communication regarding this permit will go through this person) Name Tom Newland Newland Project Resources -Company Contact Mailing Address PO Box 4 81 5 City, State, Zip Basalt, CO 81 621 Business Phone : 927-4645 Cell Phone: 618-9922 Fax: 927-0196 E-mail Address: tomn@sopris.net Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.orq) 2 6 4 3- 2 1 1- Q- Q Building Permit # (if available) n a Street address of property 20 Smith Hill Way Legal Description: Lot ,Block Filing Subdivision Size of lot: 15.24 acres. Type of proposed structure: Total square feet of house 3580'# of bedrooms (potential) in house 2(including CD Caretaker Unit: Attached ( X ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms (potential) in caretaker unit oA Permit is for: New Home (� ) Repair due to failure ( ) Remodel/Addition ( X j Emergency use ( ) Water: Private well ( ) Spring (X ) Stream ( ) Community/Public Water System ( ) If communitv system: Name of The fee for an ISDS application is $623 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $623 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Environmental Health and Natural Resources 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. owner assumes full responsibility in case of failure of the system. Signature of applicant Date Received by Receipt # C1 Date G:\isds\isds applic\isdsapp rev052207.doc k • C3 8/9/2007 Fabrizio 8/9/2007 Fabrizio Q O Newland Project Resources.. Inc. PROJECT MANAGEMENT -DEVELOPMENTAPPROVALS ✓TRANSPORTATION PLANNING RECREATION PLANNING -ENVIRONMENTAL ANALYSIS ✓INFORMATION MANAGEMENT < : Voice/fax: (970) 927-4645 PO Box 4815, 417 ORIGINAL ROAD, BASALT, CO 81621 tomn@sopris.net July 9, 2007 Nancy MacKenzie Aspen/Pitkin County Environmental Health and Natural Resources Department Schultz Health and Human Services Building } 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Dear Nancy: Please accept this letter as my request for a Septic System Permit for my client, Bruce FaBrizio, owner of property known as 20 Smith Hill Road. We are asking for a permit to replace the existing Individual Septic Disposal System on the property. The existing house (and possibly the existing septic system) was constructed in the 1960s and is being remodeled into a Caretaker Dwelling Unit (CDU)/artist studio/garage. DESCRIPTION OF THE WORK: The project consists of placing a new septic tank and septic field improvements on the property. Attached as EXHIBIT "E" is an engineered design for the system to be installed. Additionally attached to this permit application are the following documents: ■ A soils report with percolation tests and soil profile is attached as Exhibit "A"; • Building floor plan. These plans are attached as Exhibit "B" • Land Use Development approvals. Attached as Exhibit "C" is a copy of the land use approvals granted for the property. • Proof of adequate water supply. Water is provided via adjudicated springs on the property. Attached as Exhibit "D" is a copy of a map describing the water rights from the springs. The water supply from the spring has been historically adequate for several decades and there is no known bacterial contamination. Further attached is a water quality report done for the water source. ■ A check for $600.00 for the permit fee. CONSTRUCTION SCHEDULE: We are ready to start the project as soon as approval of the revision to the permit has been issued. The work is scheduled to be completed by December 15, 2007, however, if weather demands, work may need to cease for the winter and resume again in late March or early April of 2008. I hope this letter and associated exhibits for the revision of the existing permit. If you have any questions, require further information, or would like to inspect the site, contact Tom Taylor at the contact information provided within the permit application. Sincerely, To ewland, Newlan Project Resources, Inc. phone 970-920-5438 fax 970-920-5077 0405 Castle Creek Rd, Aspen CO 81611 e-mail carlab@ci.aspen.co.us To: Tom Newland From: Carla Ostberg Fax: 927-0196 Pages: 2 Phone: Date: 8/24/07 Re: Fabrizio CC: Tim Petz ❑ Urgent Q For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Tom and Tim, If you would like to reduce the field size slightly to be consistent with the fact that there are no 2 sinks and a toilet in the "barn" which is really the RV parking, that would be fine. We would be decreasing from 32 chambers to 26 chambers (25 are required). Changes may be reflected on the as -built drawing and letter. I have also required that the absorption field be staked out in an area that has NOT been impacting by staging prior to installation. I think you have already done that, but just in case... If you have any questions regarding this permit, please give me a call. Thank you, Carla PO Box 2844 5 Glenwood Springs, CO 81602 Ph 970-618.5033 OR Fax 303-216.27% October 10, 2008 Rutgers Construction, Attn: Jan 0256 Twinning Flats Road Aspen, CO 81611 Installation Observations for Fa Brizio Barn and CDU 34482 Highway 82, 20 Smith Hill Way, Permit #07070 Pitkin County, Colorado Jan, RECEIVED OCT If 9 M 0 Project No. 1046 ALL SERVICE septic, LLC performed an installation observation on July 23rd 2008 for the subject property. The installation included a 1000 -gallon, two-compartment concrete septic tank with an effluent filter, followed by two gravelless chamber trenches. Each trench had 11 `Bio -diffuser' standard chambers for a total of 22 chambers, equaling 341 SF of infiltrative area. Effluent will be distributed with a concrete distribution box with a baffle. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Sincerely, ALL SE tic, LLC Timothy . Petz 2 copies sent Copy sent to Pitkin County Health Dept. • 0 Septic tank and distribution box and observation pipes in distance Pro No. 1046 AS -BUILT FOR OWS THE LOCATION OF EXISTING AND PROPOSED I IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL SCALE CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE 1" = 30' ACCURATE. ALL SETBACK DISTANCES SHOULD BE NORTH CONFIRMED PRIOR TO EXCAVATION. N 34' 15. 111 W 1c76' S3�2L� W CONCRETE DISTRIBUTION BOX WITH BAFFLE OBSERVATION4" SDR 35 SEWER PIPES (TYP.) ------LINE SWEEP N 39,1's.115 CLEAN 4" PVC SEWER LINE W l04 53 •Z o 341 SF OF INFILTRATIVE AREA IN 2 GRAVELLESS TRENCHES. EACH TRENCH HAS 11 'BIODIFUSER' CHAMBERS. I I 1000 -GALLON, 2 -COMPARTMENT, PRECAST CONCRETE SEPTIC TANK App X� Pj Wp WITH EFFLUENT FILTER O OF LOC W 311 u' 10� 53.2►� SEWER EJECT PIPE TO TANK WE: O EJE PIT FA-BRIZIO BARN AND CDU ALL SERVICE SEPTIC, LLC PRO. NO. 1046 34482 HIGHWAY 82 PO Box 2844, Glenwood Springs, CO 81602 PITKIN COUNTY, COLORADO 970-618-5033 FIGURE 1 07/02/2007 04:41 3032162796 PETZ PAGE 01 V • t N' C� D(--� 11- �--3 -oCo R e-s�---�JT -0- c 0- Smf3MtT--ir< scoo ?R:Yosl��D -��"CxR N3 Peso CoNTAC-- L SAN oR —TON Y Tis err 2F-P�D� HI(S-HwM P►TS' Pe` -5 w I `t u c- O C4U3 2 Ho �� cc) NS7 RZ 0 C IIoN 3-19 -o 12 I 1\J`( a2 Asae 0 n ISDS DESIGN CALCULATIONS - for Pitkin 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 U` �. (If the caretaker unit is ATTACHED, treat as if part of main house ell x2p�1 50 Average Daily Waste Flow 300 State Review Required? no a 5' r S p� Perc Rate 21 (T) --- Design Flow (Q) _ # potential bedrooms X 2 people/bedroom X gpd 300 Q= 525 3 0 X 1- —1 0, Minimum tank capacity 656.25 gallons "� t r, 0 - 6 - Absorption Absorption Area (=Q/5 X SQRT perc rate) A = 481 sq. ft. of absorption area required `T ! 5 71 - 31 gravelless chamber units without reduction! X cJCd cJ-9 (5� # of Perc Holes Required: 3 DICK 4 9_8 5�p1 A = 240.58522 sq.. with 50% reductionTREN 25gr velless chamber units with reductio STANDARD A = 240.58522 sq.ft. with 50% reductionTRENCHES 16 gravelless chamber units with reductio EQ 36 15 EQ36 units in TRENCHES QUICK4-EQ36 241 31 SETBACK FROM WELL # of feet = 100 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 50 SETBACK FROM DRY GULCH # of feet = 25 r -UQ ICK 4 9.2 336.81931 sq ft 30% reduction BED 37 chamber units with reduc. 336.81931 sq ft 30% reduction BED 22 chamber units with reduc. 27 EQ36 units in a BED 337 53 L , SE�YICE July 2, 2007 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 Rutgers Construction Attn: Tony / Jan 0256 Twinning Flats Road Aspen, CO 81611 EXHIBIT "A" Subsurface Investigation and Revised Onsite Wastewater System Design Proposed Barn and CDU Fa Brizio Residence 34482 Highway 82 Pitkin County, Colorado Tony, Project No. 1046 ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Aspen Colorado, in an area where OWS and wells are necessary. The revision is based upon location of existing OWS. SITE CONDITIONS A single-family residence presently exists, although it will be demolished. A barn with an attached CDU is being proposed. The CDU will have approximately 1000 square feet (SF). There is an existing drain field that will be abandoned. The proposed drain field area is relatively flat, and vegetation consists of a moderate cover of grasses. Water is provided by a spring, (also serving the main residence) which is located to the east of the proposed drain field. SUBSURFACE The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The materials encountered in the profile pit consisted of 1 -foot of a clayey root zone, underlain by sandy clay to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 16 to 27 minutes per inch (MPI). A 21 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 2 -bedrooms for the CDU, and a toilet and two sinks for the barn. An average sewage load of 370 GPD will be used for the OWS design. The installation must include a Revised Onsite Wastewater System Design Project No. 1046 July 2, 2007 Page 2 1000 -gallon, two-compartment, precast concrete septic tank, with an effluent filter added to the outlet, followed by two gravelless chamber trenches, using `Quick -4' Infiltratorrm chambers. Each trench must have 16 chambers, for a total of 32 chambers equaling 316 SF of infiltrative area. A concrete distribution box with a baffle must be installed. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Department, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. Revised Onsite Wastewater System Design Project No. 1046 July 2, 2007 Page 3 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, G��pRADp ALL SERVICE septic, LLC Reviewed By• - 3868 Timo y R. Petz Richard H. Petz, Nq L�ENG� 3 copies PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1046 PROFILE PIT Date of Test: 11-14-06 0 - 1' Topsoil, Root Zone, Clayey 1'- 8' Clay, Sandy, Angular Rock Fragments, Dense, Moist, Blk/Brn No Groundwater or Bedrock was Encountered Hole Hole No. Depth (in.) Interval (min.) Measurement at Start of Interval (in.) Measurement at End of Interval (in.) Change (in.) Percolation Rate (min./in.) MPI 1 28 20 3.50 5.00 1.50 20 5.00 8.00 3.00 fill 20 2.50 4.25 1.75 20 4.25 5.00 0.75 20 5.00 6.25 1.25 3 31 20 6.25 7.00 0.75 27 2 30 20 3.00 4.75 1.75 20 4.75 6.00 1.25 20 6.00 7.25 1.25 fill 20 2.75 5.00 2.25 20 5.00 6.25 1.25 20 6.25 7.50 1.25 16 3 31 20 1.75 3.00 1.25 20 3.00 5.00 2.00 20 5.00 7.00 2.00 fill 20 2.00 3.25 1.25 20 3.25 4.50 1.25 20 4.50 5.50 1.00 20 AVERAGE = 21 MPI J�1-26-05 08:21A Tolrl Platzc-v- 97084-•0312 P.02 s r-ATr 6ATC nEcr vFD CA`E CnTEO3 $Ampa (:.0r;E-� 06J2`+/05 6i JO/05 g7/i�/05 ; 6:13627 - A4iT1tl w � Rt1ru)—:R CONSTRUCTION I �rssFsa:r,�ti e.� vta+r/ �e,fe'FYL9/kY, Oh'AOhJC? ✓40/ 049.,,.11� _- - --- DRINKING UEAtFt:AuoRCas WATER A`r,A TES SYSTEMS, tNC. F r? AnX 4R8 ANALYSIS SPR.ING• 81G0:- � REQ\.J�.+TS --GLI•NW'U0L -Cn- jr?: SPRING Ill, FR1MA91 !j RING wELI. WATER N1:rrE: "•" The MCL (Maximum tontnminnnt'I.cvel) or an established guideline has been exceeded for this contaminant. "►�" Bacteria resulte may be invalid due to lack of collection I information or because the sample has exceeded tIe 30 -hour holding time. Nt)., This eorteminant was not detected at or above our staled detecticn level. "N135" No bacteria submitted. "NRF" No Bacteria Required. "P" a PRESENCE "A' a ABSENCE "EP" - E. COLI FRESENCY "EA" = E. COLI APSENCE "N 4" Nnt AnRly7ed Analysis Performed Met, ; Det. Level Level I Detected r E P lco-gnric chcmicnls-- -mctni :: -------------------------------------- Aluminum 0,. 0.1 ND Arsenic 0.05 0.010 NO Barium 0.30 ND Cadmium 0.005 0.002 NO Calcium --- 2.0 86 Chromium 0.1(� 010 NO Copper 1.3 4.004 Nn Iron 0.3 0.020 ND I.ted 0.015 0.002 NO Magnesi+3m --- 0.10 20 Mangane.5e 0.05 0.004 ND Mercury 0.002 0.001 ND Nickel --- 0.02 NO Selenium 0.05 0.020 Nb I Silver 0.1 0.002+ND Audtum --- 1 114 i 71 ; 0.004 Nr) itlurg.An1C ChemicAlti - tlthCr. A.nd - PhyylCel•fnct0T5: - - -- AIknIinity (To tnI n C'nC'O1) --- 20 330 1_hlcride 250 5.0 32 Fluoride 4 0.5 ND Hardness (suggested limit - IOC! 10 3o0• Nitrate n:: N 10 0.5 I•F Nitrite R9 N 1 0.5 HD PH (Standard Unit5) 6.5-8.5 --- 1.1 suIfute 250 S.0 45 Tntni ri9.vlved 5olid5 500 20 34G Turgidity ('Turbidity Units) 1.0 0.1 0.3 ----------------------------------------------------- Orgonic Chcm1CRIS - tT1hAlVMCtrAne5: ----- - - - - - -- .-•---- --- ----- ------ - firomodirhiorCmethunc - - 0.002 NCI Promoform - - 0.004 NO chlvrcfcrtn --- 0.00: ND uthromochlorometl•.ane --- 0.004 NO Tu t n i T11Mb 0-080 (0. 002 ND Iff lff; 97184-0312 Jul -26-05 08:21A Tc" -"I t ' OAIr is �CIrCTED nafE rvFt: DA1C COtAW F. TED AMP,e CODE 06/24/05 06/30/05 107/12/05 ifi,18627 --- _ _ / AGfT1U1fiIL CVSTOUFN aC„?grSS RUT( -,FR CONSTRUCTION I s��cEr.,t,�leuic.awv c..rt.ra� cy✓JJ;7v -� DRINKING WATER AQUA TEC SYSTEMS, INC. P U IfUX 48R ' ANALYSIS GLENWOOD SPRING, C0 R'602- - _ - -- RESULTS ID: SPPiNG 41, PRIMARY SPRING, WrLI, WATEF NVTI.: "•" The MCL (Maximum Gontamirvint Level) or an established guideline has been exceeded for this contaminant. "+•" Piacte.ris results may be invalid due to lack of collection information or becaume the sample has exceeded the 30 -hour holding time. "ND" :his contaminant was not detected at or labove our Mated detection lvvel. "NBS" No bacteria, subm;tted. "NDR" No bacteria Required. "P" = PRFSEW-E "A" = ABSENCE _ E. COLI PRESErGE "EA" - E. COLA AHSFNCE "NA" Not Analyzed Anrrl_vsis Performed MCL 1 Det. Level :(mg/I)---Level-; De acted --------•----------------------- ---- L \ Total colirorm P p p F1' Inorganic chemicnt.c - metals:----_--�----'-�`____�_��.%'_ Aluminum--- - 0.2 0.1 ND Arsenic O.Os O,Oti7 ND Narium 7 0.30 ND Cadmium 0.005 0.002 NTD 1 Calcium --- 2.0 8F Chromivn 0.1 0.010 ND Copper ..3 0,004 NI) Iron 0.3 0.020 ND Lead 01015 0.002 No Magnesium --- 0.10: 20 Manganese 0.05 0,004 ND Mercury 0.002 0.001 Nn Nickcl --- 0.02 ND Selenium G".05 0.070 ND Silver 0.1 0.002 ND Sodium --- 1 14 "inc 5 01,004 ND - - inorganic chemicals -- other, and physical factors: - Alkalinity (T,)tal a? CaCO3) --- 20 - 230-- -bloride 250 5.0 32. fluoride 4 0.5 ND Hardncss (suggested limit = 100) 10 300• Nitrnte as N 10 O.Sti Nitrite a.a N 1 y•5 tD pH (standrtrd ilnits) '4',l10j)! Total Ulssulved Solids 5 l7 l!) 740 Tu.bidityy('rurbidity OT'Aanic-chemica'9 - trihalumr'thanrr ---------------- P -------P r0m0 ru rip .0.00'1 111) i r:hlOrof orm U-004 111) t- libromnc.hlnrnmethnre 0.00; ND 'rotrrl -rim, '-- 0,004 Nn ---------- 0.080 0.00 ------------------- P-03 0 0EXHIBIT "Crr IiI IlllllllI lN� IIIilII i�II illill Ill �lili (III �I�I 03/11/2004 03.58P DsVI StWtra AvtS PITKIN COUNTY CO R 6.00— D 0.00 DETERMINATION OF THE HEARING OFFICER OF THE COMMUNITY DEVELOPMEN'r DEPARTMENT OF PITKIN COUNTY, COLORADO, APPROVING: THIS KOPI' 1041 HAZARD REVIEW, CONCEPTUAL SUBMISSION, SPECIAL REVIEW, GLMQS EXEMPTION AND CARETAKER DWELLING UNIT Determination No.�L-2004 RECITALS i. Amelia 1, Kopp Family Trust ("Applicant") has applied to the Pitkin Counly flenring Officer ("i•learing Officer") i'or 1041 1Iniard Review and Conceptual Suhntission approval to establish a building envelope to construct a single tamily residence. The Applicant is also requesting special review approval to establish the; property as a TDR receiver site, in order to develop in excess of 5,750 square feet and up to 10,750 square feet of floor area. 2. The parcel is located at 34425 State I Ughway 82, north of the intersection of Smith i fill Way and State Highway 82, and k more specifically described in Exhibit A. 3. The parcel contains 15.2 acres anti is a conforntint cit: parcel in the AGR -10 zone district. 4. `rhe parcel is located within the Rural Arca of the County. The parcel was created prior to .lune 12, 1978 and Itis not merged with any adjacent parcels. 'rherefore, the parcel is exempt from growth manacemeau for Lint: single family residence of tip to 5,750 sgnare feat of floor area. ,.�. S. 'floc liearing Officer co lsidercd this applicalior at a duly noticed public heaving on February 18, 2004, at which time evidence and testimony were presented with respect to thi, applicatipn. G. The Hearin-, Of icor trolls that the proposed building and access envelopes are located on slopes of hiss than 30% and avoid the riparian and floodplain areas mIjaccnl. to Brush Crcuk; snd that the wildfire It mard is rated as low to medium and call be mitigated. 7. The I tearing Officcr further finds that lite property is consistent with the special review criteria for a TDR receiver site. NOW THEREFORE, RT IT RESOLVED by the Pitkin County Community Development 1 fearing Off icer that ho does hereby approve the Kopp 1041 1-lemird )review, Conceptual Submission, Special Review, GMQS Exemption and Caretaker Dwelling Unit, subject to the following conditions, which chili run with the land and be binding on all successors in interest. Prior to submission of any earthmoving, access, or building permit applications, the Applicant shall Submit a 1041 (lizard Review Site Plan to the Community Development. Department for approval and recorditrg. 'rllc mylar copy of the site plan Hurst be sighed by the owners prior to submittal ti-lr recording. 2. Prior to recordation of the 1041 site plan. the Applicant Shall obtain A wetland and riparian delineation to verify that tine lower building envelope avoids riparian and wetland areas. if the envelope is found to contain riparian or wetland areas, those areas shall be eliminated from the envelope prior to recordation of the site plan. r 3-22-04 Iti+.�.tb(.o.S�� �� qt 4-►cl;af /�'�'� 0 495370 T f learirrg O�jicrr I)c lerminaliat Nn.QI -; 00 ! ` I +I�! (++�f II +f Il,f i II I 83/11 /2004 03:58P Page 2 Sl' -VIA ORV16 P1TK[1{ COUNTY GO R 0.00 D 0.00 Given [lie apparent error regarding the lt)ution of Brush Creek on the FEMA maps, the Applicant shall submit a regnost to f hMA to amend the floodplain maps to correctly located Brush Creek prior to submissioti of any enrtlimoving, access or building permit applications for dcvelopnlctlt within the lower building c ovelope. 4. Prior to issuance of any building permit applications for the new residence, lite Applicant shall. A. Obtain an access/driveway permit, which shall be approved by the Counly Engineer, the Community Development Department and tile Aspen Fire Protection District. Any improvements to the drivcwaty to the lower building envelope shall avoid dopes in excess 000%. D. Obtain fireplace/wuodstuve hermits from tfle Community Development Department, if C. necessary. Submit a drainage and crusiai control plan for review and approval by the Counly Engineer. D. Submit a Construction Managcment Plan in accorclance with the Asset Management Plan for review and approval by the County Engineer. The Construction Management Phill shall indicate that vehicles associated with construclion (i.e. employee traffic, eonstmetiol vehicles, staging and deliveries) shall not violate County Law, such as parking on County rights-of-way. L. Pay the applicable road impact fee. ,... F. Obtain approval of a septic permit Rom the Environmenial I Icnith Depatimcnt. The septic system shall be located within the appruved building envelope. and mast comply with the setback requirements fron surface and groundwater source. A qualified professional engineer must design the system. G. Filar a Storm Water Management Plan with the State of Colorado, ifre:quired, atld provide a copy of the approved plan to the County. H. If development occurs within the lower building envelope, the Applicant shall submit a mitigation report from rot engineer or geologist licensed in the State of Colorado. The ruport shall demonstrate that the lite can be engineered in such a way that there is no hazard posed, and shall show the area of disturbed slopes, any re -grading requirc and the size and location of all m iligation devices. Any new dove lopment shall be conditioner] upon compliance with the report Prior to iRsuance of n Cerliticato of Oecupaney for the new residcnce,1,he Applicant shall demolish the existing residence or apply to the County retAin the residence (or portion lhcreot) as a caretaker dwelling unit. pinancial security stay be required at the time of issuance oJ'a permit for the new residence to citsure the demolition of the existing residence. h. fhe property shall be limited lu a maxinluln of 10,750 square tcc;t of door area exempt firom growth management, with square f0olat',e fn excess of 5,750 bell),, available only thruugh use of TDRs. At building permit application, the Applicant shall surrender original Certificates of TDRs and a copy of the deed(s) evidencing the Applicant's acquisition of the Certificates (if applicable), in order to develop more than 5,750 and up to 10,750 square feet of floor area. Nu atom: than 8,250 square feet of fluor area shall be developed within the lower building envelope. Prior to commencement of any earthmoving or construction activity, tine ApplicanT shall stake the D 0 43537© IfecrriRg QficerDeterminaicin&.�-200a 1111111111111111111111111111111111111111111111111111 Page: 3 or a 03/11/M4 0.5 r Sh_VIH DriVIS PlTxiv COUllrY Co 3. BP I crgr 3 R 0.00 D 0.00 corners of the building envelope and install construction tcncing around The perimeter of the building envelope. The fencing shall remain in place tlntil a Certificate of Occupancy is issued for file residence. A silt fence shall he required between any permanent or ephemeral wader body un the property. S. The Applie:ant shall comply with the following measures to mitigate impacts to wildlife: A. Native vegetation shall he maintained outside of the building and acccsy envelopes, except as may be necessary to implencnt the wildfire mitigation measures required elsewhere ilk this docnntent. ft. Provide wtlste storage that complies with BOCC Ordinance No. 010-20UL Verification of compliance; shall be provided prior to isseanec of a certificate of occupancy. (:. Fruit -bearing trees and shrubs should be avoided in any landscaping due to the high level of black bear activity in this arca. The Applicant shall comply with tine following landscaping and wildfire defensible space mitigation standards: A. Brush, debris and non -ornamental vcgetstiun shall be removed within 10' of any sductures, 11. Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels a minimum of 30' around all structures. C. Spacing between chimps of brush and vegetation within the 30' perimeter Shull be it minimum of two times the height of the fuel. Maximum diameter of Vic: clumps shall not exceed 10'. All measurements shall be Crom the edges of the crowns of the foul. U. All briinchcs from trees and brush within the 30' perimeter slutll be pruned to a heiglit of 10' above the ground or half the total hcight of the tree, whichever is less, in order to elitninate ladder fuels. C. 'ri-ce crown separation within the 30' perimeter shall have a minimum of 10 feet between the edges of the crowns. I'. All branches that extend over the roof caves shall be trimmed and all branches within 15 feet of the chimneys shall be removed. G. All deadfall within a 100' perimeter of al I structures shall be removed. 11. Low vegetation (maxinutm height of C, inches) or hnrdscape shall be ninintahicd will►in 10' of all structures. Woody vegetation shall be avoided. 1. Titin or remove Gambcl oak along the driveway. J. The Applicant shall be responsible for the continued ntaintenamce of the defensible space vegetation requiremcnts. IU. The Applicant shall comply with the following additional wildfire miti.ation standards: A. Roofs sl -111 be constructed with a Class A roof covering ora ClasS A asscntbly as delined in the UBC 1997 Section 1504. Wood shake/shingle roof coverings are prohibited. Rool's with Icss than it 3:12 pitch aro not permit.lod unless they comply with the following: 1) All roof coverings shall be noncombustible materials as defined in the Uniform Building Code (UBC) 1991 Section 1504 and installctl on a Class A roof assembly. �-- 2) All roof coverings shall have ;I stlfl'a" that shall facilitnte the natural process of' clearing the roof. E 0) 495370 �...�Hearing Ufu(rlluPrnirrfrnNn. Page: 4 of B —.___)0l sIV1A i)Avis PITKIN COUNTY CO 03111/2004 03:58P 1'(rgc, 4 3) All mot'designs shalt ficilitme the natur;il process of cleaning roof debris. Protrusions above the rounine, such as parapets, shall be prohibited. 4) Hoofs shall he installed as required by 1111C 1997 Chapter 15 and shall have a minimum slope of 1:48. 5) All roof deigns, coverings, or equivatent assemblies shall be specifically approved by the Fire Marshal prior to submittal of n building permit application. n. Vends shall be screened with corrosive resistant wire mesh with mesh ''A inch maximmil. C . Roods and gutters shall be kept clear of debris. 1). Yards shall lie kept clear of all litter, slash, and flammable debris. Li. All fl;immable materials and firewood/wood piles shall be stored on a parallel contour a RVIIiinti m of 15 feet away from any structure. F. swininting pools or ponds. shall be, acccssibM to fire Department vehicles. G. I-enccs shall be kept clear of brush and debris. 11. Wood fences shall Hot connect to the structure. I. Fuel tanks shall be installed underground with an approved container. .1. Propane tanks shall be installed according to NF l'A 48 standards and on a contour away from the structure with standard defensible space vegetation mitigiticrlt around any above- ground tank. Any wood enclosure around the tank shall be constructed with materials ,.proved for 2 hour fire -resistive construction on the exterior side of the walls. K. Each structure shall have a minintttnt of one 10 pound approval ARC fire extinguisher placed in a visible and accessible location. 1,. Addresses shall be clearly markod with 2 inch non-c:ombustiblo letters nod shall be visible and installed on a non-combustible post. M. New• utility lines shall be buried within the driveway. 11. The Applicant shall comply with all codes and requirements of the Aspen Fire Protection District. 12. Prior to submis,ion of a building permit for a detacltcd or attached caretaker dwelling unit, the Applicant shall obtain and the Housing Off ice shall record a caretaker dwelling tntit decd restriction. floor plans of the unit shall be provided to the I loosing Office when the decd restriction is submitted. The caretnkcr dwelling unit shall be limited to the maximum not livable square ibotaso a, defined in the Code, ant) the kitchen shall contain a minimum of a two -burner stove with oven, standard sink, and a ( cubic foot refrigerator plus freezer. 13. Prior to issnance of Cerli ficates of Occupancy for the caretaker dwelling unit, I lousing Office staff sli7r11 insrect the unit. 14. To minimize the visual impacts ofthe development, the Applicant shall utilize non-rcllective building, materints. 15. No development, including grading, excavation, fill placement, perming;, landscaping, well, septic system, entry or ranch gates, and vegetation removal or disturhance shall occur outside of the approved building; envelopes unless otherwise specified in this document, such as necessary ,,, wildfire mitigation. E J I�i� i 49537Q I !I� II II I 03/ 1 t / 2004 03 : 58P tlearntgUf/iccrUefernlintrr6mNn. � ?UOd SI1-VIP OOViS PITKIN COU14TY C.0 R 0.00 0 0.00 16. Surface and ground water flows intercepted by roods, utility trenches and other developnuut improvements shall not be diverted away from an existing wetland. 17. Activities below the seasonal high ground water table, decreases in infiltration nod diversions of surface and ground water flows with draivagc ditches or fill shalt be prohibited outside the Wilding envelope. 18. All areas disturbed by construction shall be revegetated with native shrubs and grasses to limit water consumption and additional runoff within one growing season of the project's completion. 19. All lighting shall comply with the regulnticros of the Lauri Use Code. 20. Thu Applicant shall adhere to nll material representations made iu the npplication or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. 21. Stotutory vested rights for the approval contnincd herein arc g+:anted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 4-1 10 and CKS., § 24-68-105. 'The statutory vested rights granted herein shall expire on February 18, 2007. .. NO'riCi: Of PV1311C HEARIN(. PUBLISHED 1N THL ASPEN TIMES WEEXLY on the 17`t' day of January, 2004. APPROVED AND ADOPTED this I R'4 clay of Fcbruary, 2004. PUBLISHED AFTER ADOPTION FOR VESTED REAL PROPERTV RIGHTS in the AS �2004.n1cWcc 4 rrcnr;ll,q c)flicer Delerminalion Nu.&_ 2001 I jl� (�Ii I�JI I II I�) 41 t�1 6004 03:58P N(.).& -- Page t• 5ltvlq DAVIS vtTKtr+ COUNTY CO I I L q 0.00- 0 0.00 ATIT. T': Janis aylor. Admin strat lve Assistant APPE:OVLD AS TO FORM: )obn Lly, • �- w -- CU1111tV Altorney` 11137-03; PIN1161321100004 COMMUNITY DE,VLLOPMENT DEPARTMENT HEARING OFFICER OF PI I'KIN COUNTY, COLORADO hi mes R. True, Henri n.- Offiiccr Datc . I APPROVED :D AS TO CONTENT: C*yvlbc:n, Community Uevelupment Director IIILt ASPEN NO. 1968 P. 3 SCHEDULE A Order Numbar: 42080 LEGAL DESCRIPTION 495370 Page: g 1 2of 8 00 N3 :58P . � Exhibit A (subject property) SILVIf1 DAVIS PITKIN COUNTY CO A 0.00 D 0.06 A tract of land situated In Lots 2 and 7, Section 21, Township 9 South, Range 85 West of the Sixth Principal Meridian, Pitkin County, Colorado, described as follows; Beginning at the intersection of Easterly right of way of Colorado Highway No. 82, and the North line of said Section 21 whence the North Quarter Comer of said Section 21 bears South 89004' West 22.82 feet; thence South 15039' East 478,38 feet (calculated) to the right of way described in Book 493 at Page 984; thence the following courses along said right of way; thence South 70°31' East 241.71 feet; thence South 59022'East 171.61 feet; thence South 68024' East 176.08 feet; thence South 71°41' East 116.26 feet; thence South 48022' East 187.39 feet where it departs from said description; thence North 51,127' East 0.22 feet; thence the following calls along the County right of way: thence South 46056' East 156.01 feet; thenc�..South 37°3T East 150;02 feet where it departs from said right of way; thence North 49°14' East 243.86 feet to the East line of said Lot 7; thence along the East line of said Lot 7 North 01°12' West 162.62 feet to a point in the Roaring Fork River; thence the following courses in said river; thence North 68°25' West 185.1 feet; thence North 46°30' West 100 feet; thence North 31°00' West 190 feet; thence North 05000' East 415.88 feet to the North line of said Section 21; Fiji N■mbar: 42040 sle-vt Till. *I Aspm. loo Auackd Legal tk4cri0on Page I of J e— �.,rt• _ ERMAI I11LL RJrLN ;.'; ,►,. N0. 1968 P. 4 thence along the North line of said Section 21 South 09°04' West 933.02 feet to the Point of Beginning, County of Pitkin, State of Colorado Fite Nrmbw 42019 Stcwut Ink orAsnen. Inc. Alleched Ltgd DUMPtitm Page26 2 111,1111111111111 JiJI flil 11111111 Jill I11 0 / l i /2004 03:58P 51_VIa DAVIS PrTK1N COUNTY GO R 0.00 D 0,0 July 9, 2007 %0 0 Newland Project Resources Inc. PROJECT MANAGEMENT -`DEVELOPMENT APPROVALS -TRANSPORTATION PLANNING RECREATION PLANNING -ENVIRONMENTAL ANALYSIS ✓INFORMATION MANAGEMENT Voice/fax: (970) 927-4645 PO Bax 4815, 417 ORIGINAL ROAD, BASALT, CO 81621 tomn@soprts.net Nancy MacKenzie Aspen/Pitkin County Environmental Health and Natural Resources Department Schultz Health and Human Services Building 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Dear Nancy: Please accept this letter as my request for a Septic System Permit for my client, Bruce FaBrizio, owner of property known as 20 Smith Hill Road. We are asking for a permit to replace the existing Individual Septic Disposal System on the property. The existing house (and possibly the existing septic system) was constructed in the 1960s and is being remodeled into a Caretaker Dwelling Unit (CDU)/artist studio/garage. DESCRIPTION OF THE WORK: The project consists of placing a new septic tank and septic field improvements on the property. Attached as EXHIBIT "E" is an engineered design for the system to be installed. Additionally attached to this permit application are the following documents: ■ A soils report with percolation tests and soil profile is attached as Exhibit "A"; ■ Building floor plan. These plans are attached as Exhibit "B" • Land Use Development approvals. Attached as Exhibit "C" is a copy of the land use approvals granted for the property. ■ Proof of adequate water supply. Water is provided via adjudicated springs on the property. Attached as Exhibit "D" is a copy of a map describing the water rights from the springs. The water supply from the spring has been historically adequate for several decades and there is no known bacterial contamination. Further attached is a water quality report done for the water source. ■ A check for $600.00 for the permit fee. CONSTRUCTION SCHEDULE: We are ready to start the project as soon as approval of the revision to the permit has been issued. The work is scheduled to be completed by December 15, 2007, however, if weather demands, work may need to cease for the winter and resume again in late March or early April of 2008. I hope this letter and associated exhibits for the revision of the existing permit. If you have any questions, require further information, or would like to inspect the site, contact Tom Taylor at the contact information provided within the permit application. Sincerely, Tom Newland, Newland Project Resources, Inc. i 0 ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY, COLORADO, APPROVING THE FABRIZI.O FAMILY TRUST MINOR AMENDMENT TO DEVELOPMENT PERMIT Administrative Decision No.//2i-2005 RECITALS 1. Pursuant to Section 3-200-080 of the Land Use Code, the Fabrizio Family Trust ("Applicant") has applied to the Community Development Director of Pitkin County, Colorado ("Director") to amend the prior approval to allow development outside of the upper building envelope. The Applicant has proposed to relocate the driveway and to install landscaping, a berm and a pond outside of the envelope. 2. The property is located at 34458 Highway 82, north of the intersection of Smith Hill Way and Highway 82, and is more specifically described in Exhibit A. 3. The property contains 15.2 acres, and is a conforming size parcel in the AFR-l0 zone district. 4. The Hearing Officer granted 1041 Hazard Review, Conceptual Submission, Special Review and GMQS Exemption approval, pursuant to Determination No. 04-2004. The 1041 site plan was recorded in Plat Book 70 at Page 32. Two building envelopes were established — one on the upper bench adjacent to the highway that encompassed the existing residence and one on the lower bench. Condition 415 of Determination No. 04-2004 prohibits development outside of the building envelopes. 5. The Director finds that the proposed development outside of the envelope will not change the use of the proposed development or the basic character of the land, is consistent with action taken during the original review, does not increase off-site impacts or the allowable floor area, and will not endanger the public health, safety or welfare. THE DIRECTOR DOES HEREBY APPROVE the Fabrizio Fancily Trust Minor Amendment to a Development Permit, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. All conditions of Hearing Officer Determination No. 04-2004 shall remain in full force and effect, except as amended herein. Grading, excavation, fill placement, berming, landscaping, entry or ranch gates, and vegetation removal or disturbance may occur outside of the upper building envelope to the north (Woods Road property line) and west (Highway 82 property 'tine) to install a lawn, landscaping and a pond and to relocate the driveway, subject to a plan reviewed and approved by the Community Development Department. 3. The Applicant shall adhere to all material representations made in the application. APPROVED by the Director, this 14� day of 0,-t, 2005. L C4 14ouben, Community Development Director PID #264321100004;P208-05 1111111111111111111111111111111111111111111111111111111 264 X02:041 SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00 -.ioLi_a0-- ATTACHMENT 5 Street address and parcel description, including legal description, and 8-1/2"x 11" vicinity map locating the subject property within Pitkin County The property is located at 34485 State Highway 82 near Woody Creek, Colorado. LEGAL DESCRIPTION A TRACT OF LAND SITUATED 1N LOTS 2 AND 7, Section 21, Yownship 9 South, Range 85 West of the 6`h Principal Meridian, Pitkin County, Colorado, described as follows: Beginning at the intersection of Easterly right of way of Colorado highway -No. 82, and the North line of said Section 21 whence the North Quarter Corner of said Section 21 bears South 89°04' West 22.82 feet; Thence South 15139' East 478.38 feet (calculated) to the right of way described in Book 493 at Page 984; thence the following courses along the right of way: thence South 70°31' East 241.71 feet; thence South 59°22' East 171.61 feet; thence South 68°24' East 176.08 feet; thence South 71°41' East 116.26 feet; thence South 48°22' East 187.39 feet where it departs from said description; thence North 51027' East 0.22 feet; thence the following calls along the County right of way: thence North 49°14' East 243.86 feet to the East line of said Lot 7; thence along the East line of said Lot 7 North 01'12' West 162.62 feet to a point in eth Roaring Fork River; thence the following courses in said river: thence North 68°25' West 185.1 feet; thence North 46°30' West 100 feet; thence North 31 °00' West 190 feet; thence North 05°00' East 451.88 feet to the North line of said Section 21; thence along the North line of said Section 21 South 09°04' West 938.02 feet to the Point of Beginning. Containing 15.24 acres more or less. 1111111111111111111111111111111111111111111111111111111 09�2fi5 02:041 SILVIA DAVIS PITKIN COUNTY CO R 0.00 0 0.00 MINOR AMENDMENT TO A DEVELOPMENT PERMIT Page 15 PARCEL ID 0264321100004 521798 '4wo' IIIIII VIII IIIIII IIII IIII IIIIIII III VIII IIII IIII 03y/ 15/2006 12.49: JANICE K VOS CAUDILL PITKIN COUNTY CO R 0.00 D 0.00 ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY, COLORADO, APPROVING THE FABRIZIO FAMILY TRUST MINOR AMENDMENT TO DEVELOPMENT PERMIT Administrative Decision No.Z -2006 RECITALS 1. Pursuant to Section 3-200-080 of the Land Use Code, the Fabrizio Family Trust ("Applicant") has applied to the Community Development Director of Pitkin County, Colorado ("Director") to amend the prior approvals to accommodate the following: A. Modify and enlarge the Lower Building Envelope to accommodate the residence and required emergency turnaround; B. Modify and enlarge the approved Turnaround Envelope to be used to accommodate the septic system (and not the turnaround); C. Establish a Utility Envelope from the Lower Building Envelope to the pond to the north to accommodate a dry hydrant and piping to provide a water source for fire fighting; D. Establish a Utility Envelope on the south side of the Lower Building Envelope to accommodate undergrounding of a portion of the existing overhead Qwest line. 2. The property is located at 34458 Highway 82, north of the intersection of Smith Hill Way and Highway 82, and is more specifically described in Exhibit A. 3. The property contains 15.2 acres, and is a conforming size parcel in the AFR-10 zone district. 4. The Hearing Officer granted 1041 Hazard Review, Conceptual Submission, Special Review and GMQS Exemption approval, pursuant to Determination No. 04-2004. The 1041 site plan was recorded in Plat Book 70 at Page 32. Two building envelopes were established — one on the upper bench adjacent to the highway that encompassed the existing residence and one on the lower bench. Condition #15 of Determination No. 04-2004 prohibits development outside of the building envelopes. The Community Development Director approved an amendment to allow development outside of the upper building envelope, including relocation of the driveway and instal lation of landscaping, a bene and a pond, pursuant to Administrative Decision No. 104-2005. 5. The Division of Wildlife reviewed the application, and expressed concern with a portion of the proposed Lower Building Envelope that would encroach into riparian areas. In response, the Applicant has amended the proposed envelope to eliminate these areas. 6. The Director finds that the additional areas to be included within envelopes are located on slopes of less than 30% and that the proposed envelopes avoid riparian and wetland areas, with the exception of a portion of the Utility Envelope for the dry hydrant and water pipe, which is permitted within a wetland area pursuant to Sec. 3-80-080(G) of the Land Use Code. In addition, the Army Corps of Engineers has authorized the work within the wetland adjacerrt to the pond under Nationwide General Permit 412. 7. Tile Director further finds that the proposed development will not change the use of the proposed development or the basic character of the land, is consistent with action taken during the original review, does not increase off-site impacts or the allowable floor area, and wil I not endanger the public health, safety or welfare. • Administrative Decision No006 Page 2 THE DIRECTOR DOES HEREBY APPROVE the Fabrizio Fami ly Trust Minor Amendment to a Development Permit, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. All conditions of Hearing Officer Determination No. 04-2004 and Administrative Decision No. 104- 2005 shall remain in full force and effect, except as amended herein. 2. Prior to submission of any eartlunoving, access or building permit applications for the new residence and associated development, the Applicant shall submit an amended 1041 Hazard Review Site Plan to the Community Development Department for approval and recordation. The mylar copy of the site plan must be signed by the owner prior to submittal for recording. The site plan shall be amended as follows prior to submission for recordation: A. Add the Utility Envelope for the Qwest line. B. Amend the Lower Building Envelope to eliminate the areas of the proposed envelope identified by the Division of Wildlife as encroaching into riparian areas. C. Include a note that this site plan amend and replaces the site plan recorded in Plat Book 70 at Page 32. D. Include the wetland delineations on the site plan. 3. The trench for the water line from the pond to the Lower Building shall be hand dug as necessary to retain existing shrub vegetation, and the portion of the trench that occurs within the wetland area shall all be hand dug. Materials excavated from the trench shall be replaced immediately upon installation of the water line. The wetland areas impacted by the trench shall be mitigated at a ratio of 2:1 according to a mitigation plan approved by the County as part of the earthmoving permit for the trench. 4. Prior to commencement of any earthmoving or construction activity, the Applicant shall stake the corners of the building, utility and septic envelopes and install construction fencing around the perimeter of the envelopes. Silt fencing shall be installed along the eastern boundaries of the Lower Building Envelope and the Septic Envelope as well as the boundaries adjacent to the delineated wetland areas. The fencing shall remain in place until a Certificate of Occupancy is issued for the residence. 5. The Applicant shall adhere to all material representations made in the application. APPROVED by the Director, this U_b-.day of 2006. 19a ,A -_,AAk C 1� Cindy Houben, Community Development Director PID #264321100004;P022-06 521798 Page: 2 of 3 03/15/2006 12:43F IIIII IIII 111111 IIIII IIIIIIIIIII IIIIIIIIII III IIII IIII JA NICE K VOS CPUDILL PITKIN COUNTY CO R 0.00 D 0.00 521798 111111 IIIII Ililll 111111Page: 3 of 3 IIII IIII IIIIIII III IIII IIII IIII 03115/2005 12:49F JANICE K VOS CAUDILL PITKIN COUNTY CO R 0.00 D 0.00 ATTACHMENT Street address and parcel description, including legal description, and 8-1/2"x 11" vicinity map locating the subject property within Pitkin County The property is located at 34485 State Highway 82 near Woody Creek, Colorado. LEGAL DESCRIPTION A TRACT OF LAND SITUATED IN LOTS 2 AND 7, Section 21, Yownship 9 South, Range 85 West of the 6"' Principal Meridian, Pitkin County, Colorado, described as follows:, Beginning at the intersection of Easterly right of way of Colorado highway No. 82, and the North line of said Section 21 whence the North Quarter Corner of said Section 21 bears South 89°04' West 22.82 feet; Thence South 15°39' East 478.38 feet (calculated) to the right of way described in Book 493 at Page 984; thence the following courses along the right of way: thence South 70°31' East 241.71 feet; thence South 59°22' East 171.61 feet; thence South 68°24' East 176.08 feet; thence South 71 °41' East 116.26 feet; thence South 48°22' East 187.39 feet where it departs from said description; thence North 51027' East 0.22 feet; thence the following calls along the County right of way: thence North 49°14' East 243.86 feet to the East line of said Lot 7; thence along the East line of said Lot 7 North 01'12' West 162.62 feet to a point in eth Roaring Fork River, thence the following courses in said river: thence North 68°25' West 185.1 feet; thence North 46°30' West 100 feet; thence North 31 000' West 190 feet; thence North 05°00' East 451.88 feet to the North line of said Section 21; thence along the North line of said Section 21 South 09°04' West 938.02 feet to the Point of Beginning. Containing 15.24 acres more or less. MINOR AMENDMENT TO A DEVELOPMENT PERMIT Page 15 PARCEL ID 0264321100004 n n t L CxARACsE/ARTIST'S STUDIO/CARETAKER UNIT FLOOR PLAN xa.e: W . r -m a Aaaoclstau. Ina 520 walnut Strout Aspen, Colorado 8161 t 970-926.4602 Fuc 970.926-7490 ++ O c� V SCALFA SJIC-1-0' im PERM SET DA78 Um 1-2"7 DRAmttr: co asa ova. ca Rrion i .� 0 rob A-3.1 I 0410 c1aN4, l 01 yr j c: 1� ( • r , {�e�', / �'• , . L•.: r�r'..i:Ys.r'SY!', d C ,t• n.,7• ". z « 0 Xi *�t7 1 fti �r v `f h.. • t' a A•' f S:' kf: .S: Do,. R'flaM '>♦.4'. l9r�rir'!iQ . +/ � .yr''0. 1 •, £X '� N r !Z 0` 14' f3 .:C. e f . ' 12i;1i . .'a. i�'. ��,..•J' aOt.04 ,�,•'�, '1 fr"G. Spoil Penn AKeA D•tTc►1"=rii. ,.. •,, N u ®r%t •Naha a 1. , WAT.'P!yll'1�JC";ur C'M r.i�.,..: f"IRU' 8919: 'W4,kes AOpQA , -.114 r �' e'K+y. eg 'RgetR'r' ANo KMLLtA K opP AwRox. 4 ACN{ RT CAw ' ,t„y 1' � 1. ' •'t• ' ('. � tr Nrxr t I ,• i•�.. r . �,;• . '�": 1 to 1 W _ _ .-• ,: •��:dq,;' .. ,� � , � • Vii• •.. 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C?M•►t�l ";�•;p �'T':.,• ::: ••r TWQ ,:KCPfi i�tF�'LILVE AND TH>^ 'Kopp CiiTGH;j; �k% trNAiTGR 1 t' ,.� Me'rrTronao; �''. Re?_ATivg. THemero, •:t, 1"iAV1E' MfiPE..T•H63E 5$veRAL. ';,5YAteN4Ety.,T .. ' AND PrLe.D''.T'NE SA114% IN CoMPWAN4B W11 TRE I:.AMb O'pt Tws :5 -m -re OFt !:,'oy.oMA;tca. - C n�,.�„�•�^" cid 1 � ' �UD'84R1$'II:.0 {` Tim ACto.M'pANYIN6 ktAP.ZHOw9TN't I.ocATtONOr �Artf.-'Pt1�1t'safNlt{ Rtccfi �%IV4tRwoN PotNT'� *. T•; r "ih)tt:'T �?,i?Ar•'''.P �'���yQ,NR' FORMS A''PALR,T, OP THI'S Flour, f TIyM, i, jj.A,y(.L`;'T•H>e' Dtv*i15'0m PaiNTa ARe 'LocArea INA i` �ATIiA71;5,,,':SPIRIN .AREA T%tIQUTAI:`( Tip r1m4a Koxit -coria Fd*k. RIveR, FRom WWicK 11• DEAIv43:• ' 90 Ire -50"t-y. OF WA -run WH e,'4cL .z' At K&'Cow. oP,Stc.2,1;T)5, P,85W,roPiA 5tAR4 AI E!�!'tk'E,211.¢,4 fir.. FpOM DwtePtslok POINT ''irr., N•7�4•�a`�,Q(i`i�.6FY'FROM Dw�atorr .PetNT "'2' ,' � � �,' 71"419' :51iLjL,0F �Prc. PrPELINIE to 4'. ANo LEtv�W '�Arraox,, a9rsCiFr,'THc r.7RAtitt►N'r• I5 APPAox, Gs't: Pin 100Fr• ' �t(q '��3r'tpTN '•IDF'' •' S:A[D DtTeN 13' 0•?'>:T.. THt•.7`v' 'Vilt'OT14,OF SAID'. Q.ITCH L$ 8.O Pr.'•.v.'! aq A a< r }••�; r '.'•i�at 'LIOT1'e Wet7TN OF' •.+AYD �tTCt i{ t",S ?.Q F•',1: '�,4;`, GRAP4V*`r ,0 '•.�f AID Dtrem 15 APPPtax. a FT, P7.81r g;1 ,I'• t� '�'N9L' LanarN''' er•'; SAia l7rTOrt' 1$ J�?4►PJtox, .,"2•�o15;1F?• ;/'", ', ?jN•, ,��TRES CARR'YMOCAPACITY !7F•ZlALb 'f�IPat the itS C 5 CL%FT. r"�.p' �¢GaND OF Tim I- !' •- t"• i♦>* •CARA'YfNiiY , CAPACITo!C JArD'.DI'rek 15 16;:'? Gsa FT, PI A ,51tcoNO of 'Pima , J( / �� i' �E','•k�Yij; F6A WH'i'CK CL.AIM4 ARe HBRe9Y Mwq'w Foot DoMe3TIG,'ASAICULTUML,AND PPaa-_A-r*AW_ pulp10ZE`.' TH6 EATl MIFT RA.Co}ro 1'"! *yOOO. P 9VAtNO 'a'• "'"""'. ' •, WOAK A COMMiEmr= Et/Y uAV'1!Y AIV TiF>g" • {:4 DAY Of.. MA , ? J " . " , � :,r ;. • +*" f�� OO ate•. - :C�� t ,,. •7•Pr n4 r Aec±i.p�rtfl Fool. Fw.in�at.. Kp .• , t4 '„5-rATE. Dt'14tMts•1t'• al ,6 c TNtin. g%tb, D.4y:00. F.i t 4• • „ t'. 'r T / c r.. .s ':S'•. phi •a Y'• ,j�,t, l r5 i.. •: P ': Fw . ;'t • n. +.;if'' rid" 1''r.,'. ' F n•-:.•'s.•.t r:ba<<M,�Ja �t,.a_,iYi•��,:'�-�J,....tw,.".,.�,.'a't.__tePsa.f:1J>,t;,,iah.'• `a�.aw_:... �,�!�'.stY.. t _ nom, , `% ,�,. M ■ ■ THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. OBSERVATION PIPES (TYP.) 2376 J ,j CDOT PE- 112-A EASEMENT � 316 SF OF INFILTRATIVE AREA IN 2 GRAVELLESS TRENCHES. EACH TRENCH HAS16 'QUICK -4' SCALE 1"=20' NORTH CONCRETE DISTRIBUTION / BOX WITH BAFFLE 4" SDR 35 SEWER LINE LE N,, 4" SCHED 40 PVC CHAMBERS. O O 1000 -GALLON, 2 -COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER DRIVE SWEEP/ CLEANOUT SEWER LINE IF --r--, 1: PROPOSED BARN AND CDU UPPER ABANDON EXISTING SEPTIC BUILDING TANK AND DRAIN FIELD. ENVELOPE WATER PUMPED FROM SPRING LOCATED 100+ FEET FROM PRPOPOSED DRAIN FIELD I APPROXON p WAj LOCp,T10 LINE jEP\TIC SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL SLIP-ON PVC CAP /FINISHED GRADE DO NOT GLUE SEWER LINE - 4" SCHEDULE 40 P.V.C. X FEET MIN EFFLUENT LINE -4"SCHEDULE 40 OR 4" SDR 35 P.V.C. INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE 1000 -Gallon 2 -Compartment Septic Tank with 4" Dia. Biotube Effluent Filter Filter Cartridge Effluent Filter TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) = 810 GALLONS REQUIRED TANK(S) = 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OULET. IF GRAVITY DISCHARGE CANNOT BE ACHIEVED, OUR OFFICE SHOULD BE CONTACTED FOR SPECIFIC PUMP DETAILS TYPICAL PLAN VIEW -N.T.S. CONCRETE DISTRIBUTION BOX WITH BAFFLE 1 INFILTRATOR(R) QUICK4(TM) CUT SHEET DESIGN 1 2" 34" 2 -BEDROOM CDU ABOVE BARN, <2000 SF = 300 GALLONS PER DAY 1-TOLIET (2 PERSONS) = 50 GALLONS PER DAY 2 SINKS (2 PERSONS) = 20 GALLONS PER DAY TOTAL LOADING = q = 370 GALLONS PER DAY PERCOLATION RATE = 21 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sgrt 21) / 5 = 594 SF REDUCTION OF 50% = 297 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 64 FEET = 16 CHAMBERS TOTAL NUMBER OF CHAMBERS = 32 PROPOSED NEW INFILTRATIVE AREA = 316 SF TWO TOTAL TRENCHES '4" Orenco Systems® Incorporated 814 AIRWAY AVENUE SUTHERLIN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 QUICK4(TM) END CAPS CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP 4' MAX ,�•nm -EXTENT OF L117 EXCAVATION TRENCHES MUST BE LEVEL NOTES: BACKFILL SLOPE FOR DRAINAGEe- 2' MIN INFILTRATOR(R) QUICK4(TM) CHAMBER, SX 4' SCARIFY SURFACE TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION ALL SERVICE septic, LLC FA-BRIZIO BARN AND CDU Project No. 1046 PO BOX 2844 34482 HIGHWAY 82 REVISED ONSITE WASTEWATER SYSTEM DESIGN GLENWOODSPRINGS, C08160207-02-07 970-618-5033 PITKIN COUNTY, COLORADO 50 �L60�'s �?,L PVC Splice Box w/Cord Grips PVC or Concrete Risers with Grommet(s) (bond to tank adapter with Fiberglass Gasketed Lid with recommended adhesive) Slope Ground Stainless Steel Bolts Away From Risers Conduit to Filter Cartridge Handle Alarm Panel (field cut to desired height Conduit Seal Tank Adapter (cast or bolted) Inlet Tee Vent Orifice Effluent Discharge Liquid Level 2 High Level ALARM IS Modulating Discharge Orifices Alarm Float OPTIONAL (optional) Vault Inlet Ports Filter Cartridge Effluent Filter TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) = 810 GALLONS REQUIRED TANK(S) = 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OULET. IF GRAVITY DISCHARGE CANNOT BE ACHIEVED, OUR OFFICE SHOULD BE CONTACTED FOR SPECIFIC PUMP DETAILS TYPICAL PLAN VIEW -N.T.S. CONCRETE DISTRIBUTION BOX WITH BAFFLE 1 INFILTRATOR(R) QUICK4(TM) CUT SHEET DESIGN 1 2" 34" 2 -BEDROOM CDU ABOVE BARN, <2000 SF = 300 GALLONS PER DAY 1-TOLIET (2 PERSONS) = 50 GALLONS PER DAY 2 SINKS (2 PERSONS) = 20 GALLONS PER DAY TOTAL LOADING = q = 370 GALLONS PER DAY PERCOLATION RATE = 21 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sgrt 21) / 5 = 594 SF REDUCTION OF 50% = 297 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 64 FEET = 16 CHAMBERS TOTAL NUMBER OF CHAMBERS = 32 PROPOSED NEW INFILTRATIVE AREA = 316 SF TWO TOTAL TRENCHES '4" Orenco Systems® Incorporated 814 AIRWAY AVENUE SUTHERLIN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 QUICK4(TM) END CAPS CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP 4' MAX ,�•nm -EXTENT OF L117 EXCAVATION TRENCHES MUST BE LEVEL NOTES: BACKFILL SLOPE FOR DRAINAGEe- 2' MIN INFILTRATOR(R) QUICK4(TM) CHAMBER, SX 4' SCARIFY SURFACE TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION ALL SERVICE septic, LLC FA-BRIZIO BARN AND CDU Project No. 1046 PO BOX 2844 34482 HIGHWAY 82 REVISED ONSITE WASTEWATER SYSTEM DESIGN GLENWOODSPRINGS, C08160207-02-07 970-618-5033 PITKIN COUNTY, COLORADO 50 �L60�'s �?,L