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pitkin.eh.264321100003 (2006)
Pitkin County Environmental Health & Natural Resources Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 06098 Parcel ID # 2643-211-00-003 Type of permit New( X ) Repair( ) Addition/Remodel to House( ) Name of Owner Anthonv Grant Street Address 8895 Upper River Road Property legal description Size of lot 2.9 acres Water source Total square footage of the house 4,480 # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) FOUR Bedrooms Designed by Mailing Address Perc rate 15.3 Permit information HP Geotech P.O. Drawer 1887, Silverthorne, CO 80498 Profile hole depth 8 ft Minimum Septic tank capacity 1750 Depth to groundwater or bedrock Minimum Absorption area Comments >8 ft 1095sf / 30%reduc=767 Septic permit approved per compliance with the engineer design and specifications dated December 1, 2006. Any changes must be approved by this department and the design engineer prior to them being made. Before installation the location of all components must be staked and the engineer must verify minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. The engineer has stated that the 8 ft rule is not necessary to prevent contamination of the well because of the high quality of effluent from the Advantex AX -20 secondary treatment. An existing well must be properly abandoned. The design is for a 2,000 gallon 2 -compartment concrete septic tank with an Advantex AX -20 system, followed by a 500 gallon 1 -compartment dose tank with an automatic siphon within a screen vault. Effluent is dosed to a bed of Quick4 chambers 8 rows, between 7 and 12 chambers in each, for a total of 84 chambers. Lateral lines of 2 -inch perforated pipe are hung inside the chambers. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel. Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly encouraged. Permit approved by: CT Date: Plans and specifications of the pro) sed individual se ge disposal system have been reviewed and are considered satisfactory. Permission is hereby anted 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 Departm nt. As,built drawings must be included with this ermit before the final approval will be issued. Expiration Date: Installer: License Number: p !� ;I -- Final approval: ytamol_�/]l-u-� Date: 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 A",rFtwj4 ,eArvT Owner's Mailing Address P - O. -max zLm / City, State, Zi Al fO',1 , C.� 61612- Business Phone: Coo 20 S(A. Home Phone: ,A -)o) (0\-.. 80 E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name iQtMb►�` 1 ���� Company 2a . L;Tip Contact Mailing Address 'L\$ E.y e<A^ 7 -3^I City, State, Zip c S Business Phone.t 00 b \c[ - $S-4 Cell Phone : (91 0)1 k •IStA'Fax :'4a°3 ktj 6 Gt So E-mail Address: QT'S & r_t)2.0 LT 10 Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.org ) Building Permit # (if available) Street address of property 4?) -y0[5 Ur Legal Description: Lot Block ?�� 3- 2 L -i--�0 0--K2J2 3 t kkQC_-2 ROVA,,O ,Filing Subdivision Size of lot: 2 • —1 acres. Type of proposed structure: Stn1(7�_�E �,PMMct( Q Total square feet of house i'E LA$c:> # of bedrooms (potential) in house _ Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms (potential) in caretaker unit Permit is for: New Home (,;X,') Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. Th"?Vner assumes full responsibility in case of failure of the system. Signature of applicant Date (/ 03'd/ . Received by Receipt # ' ` Date 6 G apg5 Pitkin County Environmental Health Department Contact Log Sheet Name: Parcel ID#: Address: Qatet Person Spoken To : Comments /.. ction to kq Taken Initials Tim 3L n 0 CA Page 1 of 2 Nancy Mackenzie From: Nancy Mackenzie Sent: Thursday, December 21, 2006 3:42 PM To: 'Antony Cullwick' Subject: RE: Need additional info for Grant septic permit Thanks. I've issued the permit. The well permit stated that the old well needs to be abandoned within 90 days of the new well being completed. Please send me a copy of that abandonment report when you do it. .............. . From: Antony Cullwick [mailto:ants@korultd.com] Sent: Thursday, December 21, 2006 2:51 PM To: Nancy Mackenzie Subject: RE: Need additional info for Grant septic permit Nancy Tom Melberg confirmed that he placed the new well so as to meet the required setbacks from an abandoned well and the septic trenches on his property. Please let me know if you require any further information. Antony Cullwick Koru, Ltd 218 E. Valley Road, Suite 104-375 Carbondale, CO 81623 C: 970.319.8548 F: 303.496.6150 From: Nancy Mackenzie [mailto:nancym@co.pitkin.co.us] Sent: Thursday, December 21, 2006 10:15 AM To: ants@KORULTD.com Subject: Need additional info for Grant septic permit Ants, I have the permit ready to be issued, but I do need something is writing stating that you have confirmed the new well meets setback requirements from the Melberg septic trenches. Just a reply to this e-mail would be okay or our fax is 920-5077. Nancy Nancy MacKenzie 970-920-5076 Sr. Environmental Health Specialist Pitkin County 12/21/2006 HEPWORTH - PAWL.AK GEOTECHNICAL October 3, 2007 Tony Grant P.O. Box 1614 Basalt, CO 81621 Hepworth-Pawlak 0m)tMAn cal, 111c. P 0. Drawer 1887 Stiverdiorne, Color", W498 Phone: 970.468-1989 Fax; 970-468-5891 email: h1,8co4@l4',gret,tech.cotn Job No. 406 0419 Subject: Individual Sewage Disposal System As -Built Evaluation, Proposed Residence, 8895 Upper River Road, Pitkin County, Colorado. Dear Mr. Grant: Hepworth-Pawlak Geotechnical, Inc. has observed the installation of the Individual Sewage Disposal System (ISDS) for the four bedroom residence on the project site. The ISDS components observed include: septic tank, dosing tank, Advantex system, effluent pump, effluent pipe, cleanouts, manifold pipes, distribution lateral pipes, Infiltrator chambers, inspection ports and the locations of all components. A summary of our observations is presented below. We previously designed the ISDS at the subject site and presented our recommendation in reports dated October 26, and December 1, 2006, Job No. 406 0419. We made our first visit on September 19, 2007. During our site inspection we noted incorrect orifice size in the distribution lateral piping, insufficient slope on the distribution pipe from the dose pump to the absorption area manifold and the distribution laterals were not adequately supported in the Infiltrator chambers. The sewer pipe from the residence to the septic tank had been backfilled prior to our site inspection and was not observed. The Orenco PEF 3311 effluent pump specified in our revised design dated December 1, 2006 was replaced with an Orenco PF500511 high head effluent pump based on recommendations from Orenco for dosing for the Advantex system. Based on the revised pump performance curve, the PF50051 I will be adequate to dose the absorption area. The revised pump performance curve is provided as an attachment. Glenwood Springs 970.945-7988 Parker 303.841.7119 +►" Colorado Sprints 719-633-5562 Tony Grant October 3, 2007 Page 2 A second inspection was made on September 26, 2007 to make certain that previous deficiencies were corrected and to perform a pump test on the system. Based on our second inspection the absorption area components were installed per our specifications. The ISDS As -Built plan view is shown on the attached Figure 1. The pump floats were set to provide a dose about 186 gallons per dose. Our design recommended a dose volume of about 285 gallons per dose; however, a dose volume this large was not possible due to the dose tank and Biotube Pump Vault configuration. The total system volume is approximately 45 gallons so the 186 gallon dose volume is large enough to fully pressurize the system the recommended three to five times of the total system volume. Based on our pump test, the system appeared adequately pressurized and approximately 5 to 6 feet of residual head was noted at the last orifice in the longest effluent lines. Please feel free to contact us if you have any questions. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Jason A. Deem Project Geologist Reviewed by: Ronald J. IJhle, P.E., C.C.E Associate Attachments: Figure 1 — ISDS As Built Site Plan Orenco PF500511 Pump Performance Curve cc: Scott Billeison — Koru Ltd. (email only) Job No. 406 0419 GgReCh c w a § a te Z= z w = < Z cr .,9R 9R9 a� O � J <F- -C for a. C3 o J �LL /Un�,Omw u LLJ ¢ O a' � N W (D > Cl) LU d Y¢ �kg6� ° �� a4 ■ UX U I ¢� w xOf C) `33$- D_ KZ Sdm a U) a) O a a < O J O < dcn O Z OZ ui > co U) C Y 99R:Rry$RRx U Q OU O LU w 0 „a ¢ O J W m ¢ la - LU w�¢ �o0 1i C/) Cn Y tin Z _ _ _ m � a.r W O co U / Axcw'"e \ � W J --- x an�u�e���S���5s \ O O �, ch ,�xct'f!'.acns i Z w ¢ W 0, 00'8 a i p8 V N Q 0 / X u / ! Zw /J J (1 ti > / Q w 2 ELJ O `� ! Q Q H CL- / OQ E H ~ Q �w U O H Z¢O ! cy' ¢ ' o a x U) w J U Z W O z PH w• � pF ��G �� G OPMW* tech HEPWORTH - PAWLAK GEOTECHNICAL December 1, 2006 Tony Grant P.O. Box 2481 Aspen, CO 81621 Hepworth=Pawlak Geotechnical, Inc. P. O. Drawer 1887 Silverthome, Colorado 80498 Phone: 970468-1989 Fax: 970-468-5891 email: hpgeo4®hpgeotech.com Job No. 406 0419 Subject: Individual Sewage Disposal System Design, Proposed Residence, 8895 Upper River Road, Pitkin County, Colorado. Dear Mr. Grant: As requested, Hepworth-Pawlak Geotechnical, Inc. has redesigned the Individual Sewage Disposal System (ISDS) design dated October 26, 2006, Job No. 406 0419 based on the percolation rate of the subsoils for the proposed residence at 8895 Upper River Road in Pitkin County, Colorado. The ISDS redesign was necessary since the absorption bed was moved. The study was conducted in accordance with our written agreement to you dated September 28, 2006. The data obtained and our ISDS design recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Site Conditions: The ground surface within the building envelope is relatively flat with a gentle slope down to the northeast. A cut bank for the existing driveway is located to the west and southwest of the proposed residence. A 4H:1 V setback will be maintained to the cut bank. Vegetation at the site consists of scrub oak and grasses. Water service will be provided to the proposed residence by an onsite water well. Based on the design flow of 1,400 gallons per day, a conforming ISDS that meets the required 132 foot setback was unable to be designed for the site. Per Section 7-3(2) of the Pitkin County ISDS regulations the required setback may be reduced to 100 feet if specific conditions are met. Based on geological conditions and engineering controls and evaluation of risk of contamination of groundwater, it is our opinion that it is not necessary to add an additional 8 feet of additional distance for each 100 gallons of wastewater per day of design flow as specified in Table H of the Pitkin County ISDS Regulations. A 100 foot setback between the proposed absorption area and the existing water well will be maintained and will be sufficient to prevent contamination. To ensure that the -risk of contamination is eliminated, an Orenco Systems Advantex advanced treatment unit will be utilized to ensure that high quality pretreated effluent is distributed into the subsoils., An Glenwood Springs 970-945-7988 • Parker 303-841-7119 • Colorado Springs 719-633-5562 M Tony Grant December 1, 2006 Page 2 rJ existing water well adjacent to the absorption area shown on Figure 1 must be abandoned in accordance with Colorado Division of Water Resources regulations prior to approval of this septic design by the Pitkin County Environmental Health Department. Percolation Test: Percolation tests were conducted on July 21, 2006 by our Glenwood Springs Office to evaluate the percolation rate of the natural soils at the site (Job No. 106 0500). One Profile Pit, labeled as Pit 2 on the Logs of Exploratory Pits, and three percolation test pits were excavated at the approximate locations shown on Figure 1. The average percolation rate is 15.3 minutes per inch. The Percolation Test Results and Logs of Exploratory Pits are provided as an attachment to this ISDS design. ISDS Analysis: Based on the subsurface conditions encountered and the percolation test results, the tested area is suitable for an ISDS utilizing an Advantex AX -20 advanced treatment unit followed by an Infiltrator chamber absorption area in a bed configuration. A site plan showing the proposed ISDS, existing water wells, proposed residence, building envelope, and the minimum horizontal setback distances of site features relative to the ISDS components is shown on Figure 1. The ISDS was designed for a total of four bedrooms. All materials and installation should meet the requirements of the current Pitkin County Individual Sewage Disposal System Regulations. i Septic and Dosing Tanks: A concrete, two chamber, 2,000 gallon Copeland Concrete septic tank, or equivalent, will be used for primary treatment of sewage from the residence. A recirculation pump for the Advantex system will be housed in the second chamber of the sematic tank. The pump will be enclosed within a Biotube pump vault. The septic tank will be f Y followed by a concrete 500 gallon single chamber Copeland Concrete dose tank equipped with an automatic siphon installed within a screen vault. Sewage will gravity feed from the proposed residence to the septic tank and effluent will be ciose&to_.�he _absorption area by the automatic siphon If the septic tank access riser lids will be installed at grade, with no backfill cover, then the lids should be insulated with foam insulation board to provide frost protection. The sewer pipe inlet Job No- 406 0419 G99tech Tony Grant December 1, 2006 Page 3 tee in the first chamber of the septic tank should be installed beneath the access lid of the first chamber of the septic tank so that it can be reached for service should it become clogged. The PVC handle on the Biotube pump vault should be extended up to within reach of the dose tank access riser lid. This will allow for easy access and maintenance of the filter. Approximately 2 feet of soil backfill cover should be placed over the tops of the septic and dose tanks to allow for easy access and frost protection. For maintenance reasons deep tank installations should be avoided and we should be contacted to evaluate this ISDS design should it appear that a deep tank installation involving more than 4 feet of backfill soil over the top of the septic and/or dose tanks may be required. Dosing Pump: An Orenco PEF 3311, 115 volt, submersible effluent pump with a 2 inch diameter discharge assembly, or equivalent, is suitable for use as a dosing pump. For design purposes it was assumed that the elevation difference from the dosing pump intake to the absorption area manifold is not more than 10 feet and that the length of the effluent transport pipe does not exceed 31 feet. The effluent pump should be capable of providing a flow rate of 40.2 gallons per minute at 18.3 feet of total dynamic head. The dosing pump will be controlled by a control panel and a system of float switches. The float switches should be set to provide a dose volume of about 285 gallons. The actual dose volume is about 280 gallons, assuming an effluent drainback volume of about 5 gallons in the transport pipe. At this dose volume the absorption area will be dosed about five times per day at the design flow. We recommend the use of Orenco pumps, float switches and control panels due to their high reliability and component compatibility. Sewer and Effluent Piping: The sewer line from the proposed residence to the septic tank should not be less than the diameter of the building drain and not less than 4 inches in diameter. Soil backfill beneath the sewer pipe must be adequately bedded and compacted to prevent settlement of the pipe. The sewer pipe should be installed in landscape areas with at least 2 feet of soil backfill covering the pipe, or the pipe should be insulated on the top and sides with Job No. 406 0419 E Tony Grant December 1, 2006 Page 4 2 inch thick rigid foam insulation board for frost protection. Beneath driven surfaces we suggest Schedule 40 PVC sewer pipe should be used and the pipe should be insulated if it will be installed with less than 4 feet of backfill soil cover. We suggest the use of Schedule 40 PVC pipe between the proposed residence and the septic tank, though this is not required by local regulations. The portion of the sewer pipe extending from 5 feet outside the building foundation should have a slope of at least 2%. Cleanout pipe(s) should be installed in the sewer line adjacent from the building foundation, adjacent to the inlet of the septic tank, at the automatic siphon outlet from the dose tank where the sewer pipe bends at 90 degrees or more and at least one cleanout should be installed at least every 100 linear feet of non -pressurized sewer or effluent pipe throughout its length. We recommend that a straight section of pipe be installed between the residence foundation and the septic tank. Any required 90 degree bends in the sewer pipe should be accomplished through the use of a series of 45 degree smooth elbows or a 90 degree long sweep to help prevent clogging of the pipe. Absorption Area: The soil absorption area is designed to be 764 square feet and will consist of an absorption bed consisting of Infiltrator Quick 4 Standard chambers. An absorption area of 9.2 square feet per chamber was used. The be 11 consist of eight rows in chambers between seven and twelve chambers long for a total 84 hambers. Absorption area calculations are shown on Figure 2. The absorption bed should be excavated to the approximate depths shown on Figure 4. Care must be taken during installation to ensure that the soils exposed in the bottom and sidewalls of the bed excavation are not compacted. Once the bed excavation is complete it should be left open, if necessary, to allow the soils to air dry prior to placement of chambers and distribution pipes. Once the soils have air dried, if necessary, the bottom and sidewalls of the excavation should be scarified prior to placement of the chambers and piping. The on-site soils can be used as backfill over the chambers and should be graded to deflect surface water and precipitation away from the absorption area. We recommend the soil backfill be re -vegetated as soon as possible with a mountain meadow grass mix or suitable equivalent. Job No. 406 0419 G95bech W Tony Grant December 1, 2006 Page 5 It is important not to plant large vegetation or vegetation with invasive roots in and around the absorption area and manifold piping as the roots may damage piping. Combination air vent/inspection ports should be installed at each corner of the Infiltrator absomt_h�d. _ The ports should be constructed of 4 inch diameter PVC pipe installed into the knockouts provided on the tops of the Infiltrator chambers. The bottom portion of the pipe should be perforated. The ports should extend a minimum of 8 inches above the ground surface and should have ventilated removable caps. The absorption area manifold and distribution piping layout is shown on Figure 3. AdvanTex Treatment System: An AdvanTex treatment system consisting_ of an AX -20 treatment unit installed in the Mode 3B configuration will be used to ensure that high quality effluent is applied to the absorption area. Research performed by the National Sanitation Foundation has shown that the AX -20 is capable of reducing the Total Suspended Solids in septic tank effluent by about 83% and is capable of reducing Biochemical Oxygen Demand of septic tank effluent by about 96%. The Mode 3B configuration also results in increased nitrogen reduction. In this configuration the filtrate recirculates back to the high -carbon, low - oxygen environment at the inlet of the processing tank, which is ideal for reducing nitrogen levels. According to Orenco Systems and third party testing, typical total nitrogen reduction ranges from 60% to 80%. The AdvanTex treatment system is sold as a package unit that includes component installation and 2 to 3 years of operation and maintenance. It is required that a maintenance contract with a certified AdvanTex maintenance company exist at all times because the system does require regular maintenance to function properly. The system will be monitored by Vericom, which is a web -based telemetry monitoring system. The use of Vericom does not require a dedicated phone line but will automatically send an alert to the maintenance provider if an alarm condition develops. The system should be observed for the first month of operation to ensure proper control settings and operation. Once "start-up" is completed a semi-annual observation of the system is required. During the semi-annual observations the septic tank sludge and scum accumulation should be measured and this data used to develop a tank pumping schedule. The effluent quality should be observed to ensure that clear odorless effluent is dosed to the absorption area. In addition, the air ventlinspection Job No. 406 0419 G95tech Tony Grant December 1, 2006 Page 6 ports in the absorption area should be measured and recorded for future use. The AdvanTex system is available from SCG Enterprises in Conifer and Silt, Colorado, Phone: 1-888-560- 3334. Subsurface Drainage: No free water was encountered in the Profile Pit when observed on July 20, 2006 and it is our opinion that a subsurface drain will not be required. If free water is encountered in any excavations on the site we should be notified to re-evaluate the need for a subsurface drain to protect the absorption area. ISDS Maintenance: The on-site ISDS will require maintenance. The level of maintenance will vary with the complexity of the system and water use habits of the users. We recommend that fats, oils, bath oils, greases, paint, solids, water softener backwash solution, water from hot tubs and other constituents that can clog and foul collection and disposal equipment are not disposed of in the residence drains. The absorption area and any areas directly up gradient of it should not be watered by lawn irrigation systems or other means as the soils may become hydraulically overloaded. Septic tanks and other treatment tanks should be pumped whenever the sludge occupies 1/3 of the liquid capacity of the first chamber of the septic tank. In addition, the screen vault surrounding the automatic siphon should be checked for clogging at least once per year and cleaned as necessary. We recommend that an operation and maintenance manual be developed for the ISDS. The ISDS should be operated and maintained as stipulated in the manual. If you desire our services, we can prepare the operation and maintenance manual for the on-site ISDS. Limitations: This design has been conducted in accordance with generally accepted engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the Profile Pit and percolation test holes excavated at the approximate locations indicated on Figure 1 and to the depths shown in the attached Percolation Test Results the proposed type of construction, and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the Profile Pit and percolation test holes and variations in the subsurface conditions may not become evident Job No. 406 0419 G99teCh Tony Grant December 1, 2006 Page 7 until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. Based on site reconnaissance, it is our opinion that the designed location of the ISDS does not violate any setback requirements of the current Pitkin County Environmental Health Department's ISDS regulations. We recommend that the position of the ISDS components, proposed existing residence, existing water well and setback requirements be verified in the field by a Professional Land Surveyor licensed in the State of Colorado. Pitkin County requires that an As -Built evaluation of engineered ISDS designs be performed by the ISDS engineer. We should be contacted to perform the ISDS As -Built evaluation the day before you are ready for the evaluation. Prior to evaluation, all ISDS components should be installed including: sewer pipe, effluent pipe, septic and dosing tanks, screen vault, inlet and outlet tees, automatic siphon, Infiltrator chambers and distribution piping. No components of the ISDS should be backfilled prior to our performing the ISDS As -built evaluation. Please contact us for any necessary revisions or discussion after review of this report by the Pitkin County Environmental Health Department. If you have any questions, or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. t ,6111111•, Jason A. Deem Project Geologist Reviewed by: 28161 :"%' Ronald J. Uhle, P.E., C.C.E. o �Z- 4 ~06 Associate ..� . Attachments: gh Figures Fig 1 through 4 ,•,'°ss��N A� E�G` ,o Orenco PEF3311 Pump Performance Curve Logs of Exploratory Pits Percolation Test Results cc: Anthony Cullwick — Koru Ltd. Job No. 406 0419 p G99beCh G.VOBS\Engineering12006\4060419\Revised ISDS\4060419 F1 -SITE PLAN.dwg ?9c)POSED 1 m y i 3 { { I PROPOSED ABSORPTION AREA ,zGONSISVIG,OF MINIMUM HORIZONTAL DISTANCES - FIELD TO: i, � N C-1 TANK TO: �BS RPTION AREA ANIFOLD PROPERLY ONES 10 HOUSE 5' • ADD 8 FT. FOR TANK i d WATER LINES 10' EACH 100 GAL/ HOUSE 20' SURFACE WATER 50' WATER UNES 25' DRV DITCHES 10 DAV DESIGN FLOW SURFACE WATER 75' • WELLS 50' OVER 1,000 } DRY DITCHES 25^ PROPERTY UNES 10' GAL. DAY. Z WELLS 100, IRRIGATION DITCH 75'• BUILDING SEWER TO. EXISTING FIELDS 20' WATER LINES i0' CUT BANKS 4X VERT. CUT HEIGHT WELLS 50 �t i 3 { { I PROPOSED ABSORPTION AREA ,zGONSISVIG,OF 84 INFILTRATOR OUICK 4;C AMBERS i, � N C-1 �BS RPTION AREA ANIFOLD I�STALUD LEVEL I ROPOSED 50P GALLO TANK EQUIPP D WITH k OREN F 021 SUBM FLUENT U P --ADVANTEX AX -20 Fp�R w PROPpSED CE B EDRppM REs�DENA �► BUILDI NVELOPE LEGEND P1 Q PERCOLATION TEST HOLE ■ PROFILE PIT/PIT 2 PROPERTY LINE 1 APPROXIMATE SCALE: 1 INCH = 20 FEET Ge Ptech HEPWORTH-PAWLAK GEOTECHNICAL 8895 UPPER RIVER ROAD ISDS SITE PLAN 4060419 1 FIGURE 1 M ISDS ABSORPTION ARE2► CALCULATIONS In accordance with Article 8, Pitkin County Environmental Health Department's Individual Sewage Disposal System Regulations, effective April 15, 2003, the absorption area was calculated with the following equation: A= Q(t0-5) 5 Where: A = mininum absorption area in square feet j Q = design flow t = soil percolation rate in minutes per inch = 15.3 constant = 5 Q = (100)(4)(2)(1.75) Where: 100 = (constant) estimated average gallons of flow per day per person for a home with living space between 2001 and 6000 square feet 4 = number of bedrooms 2 = (constant) estimated persons per bedroom 1.75 = (constant)calculated design flow is 175% of average daily flow Q = 1,400 gallons per day V, A= 1,095 square feet Y Infiltrator Quick 4TM Standard chambers will be utilized in the absorption area. Each chamber will be given 9.2 fl2 of area. A 30% reduction in field size will be allowed for use of chambers in a bed configuration. A* 0.70 = 767 square feet Mininum Number of Chambers = 84 t/ The absorption area will consist of between 7 and 12 chambers in length in 8 rows for a total of 84 chambers and 773 square feet of absorption area. Minimum Septic Tank Size = design flow * 1.25(30 hour retention time) = 1,750 gallons V/ H 8895 UPPER RIVER ROAD 4060419 CHec�tech ABSORPTION AREA CALCULATIONS FIGURE 2 HEPWORTH-PAWLAK GEOTECHNICAL G \JOBS\Engineering=06\4060419\Fievised ISDS\4060419 F2 - CALCS.dwg I+ 4 INCH DIA. PVC AIR VENT 2 INCH DIAMETER SCH. INSTALLED VERTICALLY TO BOTTOM PVC TRANSPORT PIPE OF AGGREGATE AT ALL FOUR SLOPED AT 2% MIN. TO 2 INCH DIAMETER SCH. 40 CORNERS. PIPE WITHIN DRAIN BACK TO DOSE PVC MANIFOLD PIPING AGGREGATE PERFORATED WITH TANK INSTALLED LEVEL VENTILATED REMOVEABLE TOP CAPS 8 INCHES ABOVE GROUND SURFACE. INFILTRATOR QL STANDARD CHA 2 INCH DIAMETER SI PVC PIPE WITH 1/8" 1 PERFQRATIONS ON PIPE SPACED AT 4 F CENTER. DRILL FIR: PERFORATION AT 1e. FROM INLET PLATE PERFORATION 181N FROM END PLATE. 1 1/8" DRAIN HOLE ON OF EACH END OF 6 LATERAL FOR DRAIN LICK 4 I I I I I I I I I I I I I ( I I I I ( I I I I I I I I I I I I MBERS I I I I I I I I I I I I I I I I I I Iw I I CrI I I Iw I I w I I I w I I I W I I ( I co co Cr Iw IQ IQ 1Q co ( i I I� I� I� I� Q I I� Q I� iT iT- .H. 40 I .N- I .N- I N I N ( I t0 )IAMETER I TOP I I I I I ET0 INCHES AND LAST CHES BRILL ONE J BOTTOM NCH I I I I I I JAGE. I I I I ( I I I I 1 Y I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I NOTES: 1. All piping materials and installation methods shall meet Pitkin County Individual Sewage Disposal Regulations, Revised 2003. 2. Distribution lateral pipes shall be installed hanging level inside of chambers. Piping should be adequately supported with zip ties to prevent sagging. 4060419 1G&ReCh 1 8895 UPPER RIVER ROAD I FIGURE 3 I HEPWORTH-PAWLAKGEOTECHNICAL l ABSORPTION AREA PLAN VIEW W 1 FOOT MINIMUM COVER SOIL OVER INFILTRATOR CHAMBERS GRADED TO DEFLECT SURFACE WATER RUN ON AND RUN OFF. 2 INCH DISTRIBUTION PIPING HUNG LEVEL INSIDE CHAMBERS TTT TTT fl FrT Ii ; ,I .. ; ,I .. i it .. I ILI: I I I III 1E, U INFILTRATOR QUICK 4 STANDARD CHAMBERS BASE OF EXCAVATION TO BE LEVEL AND SCARIFIED =III=I UNDISTURBED NATIVE SOIL I=III—I I I— ;III�III-III APPROX. 2 FOOT CUT AT DOWNHILL SIDE OF NOT TO SCALE ABSORPTION AREA. NOTES: 1. All piping materials and installation methods shall meet Pitkin County Individual Sewage Disposal Regulations, Revised 2003. 2. Distribution lateral pipes shall be installed hanging level inside of chambers. Piping should be adequately supported with zip ties to prevent sagging. F'"1 8895 UPPER RIVER ROAD 4060419 (��teCCh ABSORPTION AREA CROSS SECTION FIGURE 4 HEPWORTH-PAWLAK GEOTECHNICAL x pD �O Q, J LU O > V w Z a � a O � U Lo Z rn Y w a 0 0 E `O _o � M v LL LL LL LL LL LL N W 1 Z � LL a a a E > enm O 1— coLO � M N O C w w N YLij cc z w � U . v C) Q W ZO J m wC �' W O 2 Q w = �y J per' M S W - 'LCL y 0 0 V) rn O r o� r LL 3 x pD �O Q, J LU O > V w Z a � a O � U Lo Z rn Y w a 0 0 `O _o � M v LL LL LL LL LL LL a a LL a a a > enm O 1— coLO � M N O C 3801 `(Hal) PeaH 3iweuAa lelol amco cn i 0i _ CD _ _ 0 d 0 U O N N U N U N N U U U _ N C w w C w C 2 w C`0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 Q d 0 r a c O v c c O v c O v CD c c v CV Z N C4 r m N fV Z N U 01 N 0) N = N j N 7 N 4: y V O U) CL J C U N J C U J C U d 3 J J :.U0 N � f�4 N i -0 'n 2 C � y a) u- > ._ .— J N c0 01 zo (nN '� C n m N U C6 O J m U c c U J c` w U Q ci d J N 3 m O f0 O m C o a a s o L o d > > -0 Oo p n Q Ea� CL p i Z cc cn J s I, i Q cm ai tm L m t u N 0 d Z pni m o ° wwww-0-0w O v N O O O O O N M N O O JT c� c c c v c c c c ci c c N M c v O a0 � r f0 �O O m - d N to y O - ; - O m 0 � cmo -r- � IC D C n� a m o m c� p 0 F- a _ c _ ` LL V m J C J O O r O lL O U N 'O J N J C O LL 3 0 Q O N '° - L L O ° ° :° a5 = api m m 2 h ~ m FL m m= p=_j 0 M p p E O Z O N F- N J Q c c Z_ = y m O O J = p 30 ' _ p CD U = A o U - i V C 5 PIT 1 ELEV.= 101' ob• Oma` 9. i +4=72 -0. - J -200=6 ;a$ o moo. .a _ J PIT 2 ELEV.= 97' �a W. -A - a I +4=70 -200=8 0 5 1 10 10 LEGEND: NTOPSOIL; sandy silt with gravel and cobbles, organics, roots, firm, slightly moist, dark brown. o'. GRAVEL (GP -GM); sandy, slightly silty, with cobbles and small boulders, dense, slightly moist, reddish brown, subrounded to rounded rocks. Disturbed bulk sample. _ J NOTES: 1. Exploratory pits were excavated on July 20, 2006 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided. Logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: +4 = Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve 1060500 �eC[ 1 LOGS OF EXPLORATORY PITS Figure 2 HEPWORTH-PAWLAK GEOTECHNICAL CADocuments and Settings\ldeem\Local Settings\Temporary Internet Files\OLK1656'\1060500F2 (2).dwg HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 PERCOLATION TEST RESULTS JOB NO. 106 0500 HOLE NO. HOLE LENGTH OF WATER WATER DROP IN AVERAGE DEPTH INTERVAL DEPTH AT DEPTH AT WATER PERCOLATION (INCHES) (MIN) START OF END OF LEVEL RATE INTERVAL INTERVAL (INCHES) (MIN./INCH) (INCHES) (INCHES) P-1 60 5 7 61/2 '/2 20 61/2 6 IA 3/8 61/8 5% 3/8 5 3/4 5 3/8 3/8 5 3/8 5 1/8 '/4 5 1/8 4 7/8 '/4 4 7/8 4 5/8 '/4 4 5/8 4 3/8 '/4 P-2 58 5 7 61/4 3/4 13 61/4 53/4 5% 5 '/4 5 1/4 4% '/2 4% 4 '/4 '/2 41/4 3 7/8 3/8 37/8 31/2 3/8 31/2 3 1/8 3/8 P-3 59 5 6 51/2 '/2 13 5 '/2 51/8 3/8 51/8 4% 3/8 43/4 43/s 3/8 4 3/8 4 3/8 4 3 5/8 3/8 3 5/8 3 '/4 3/8 3 '/4 2 7/8 3/8 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on July 20, 2006. Percolation tests were conducted on July 21, 2006. The average percolation rates were based on the last three readings of each test. Grant 1041 Site Plan ii 1 1 �'1 I GRAPHIC SCALE of FEET ) I mcb - W ft. Access Envelope i l Building Envclooe e � Aco.p End lope '\ 1 01 \\ •\\ N• a PID #264321'00003 P024-06 n ; E4 A, L RM.4 '£tu e Sc. a �r-[ as ki RN F k { OW � F y ' k iK l: L W!"" k5l. 71,Mr-EW k Thi. parcel is app -1.0.1y 2.9 ..— Access Envelope P 9.r This 1041 Site Plan is hereby approved this 30th day of May, 2006, subject to the terms and conditions of Admistrative Decision No.46-2006, recorded as Reception No. 524638 Cindy Rouben, Director Pitkin County Community Development Deportment,,; Disclaimer: 1041 environmental hazards exist that may affect the property, any improvements, and the use and occupancy thereof. -;!-� Accepted by. Anthony J. Grgnt, Owner Ii�IIIIII���II���IIIII�IIII III III�III III VIII IIII IIII 525665 s°—ft z2: sac This 1041 Hazard Review Site Plan has been accepted for f ing in the office, of the Clerk and Recorder of Pitkin Crnmty, Colorado, on this �/'' day of , l;�r± , 2006, in Plat Book 7rt at Pageas Reagtion �I Pitkin Coutay Clerk dadlkwarder Magill & Associates, Inc. Planning and Landscape Architecture Aspen, Colorado August 12, 2005 Recisions: June 14,2006- as required by Administrative Decision No.46-2006 JBY BUILDER AS Pll CWt ITEMS INDICATED WITH 'BY BUILDER' ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLL PACKAGE. IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO AQUATINT THEMSELVES WITH THESE ITEMS AND COME TOA CONTRACTUAL AGREEMENT. INTERIOR PARTITIDNS, DOORS, FURNISHINGS AND FINISHES ARE NOT PRICED OR INCLUDED N THE EMPYREAN INTERNATIONAL, LLC PACKAGE. R IS THE RESPONSIBILITY OF WOR OFFICE, THE CLIENT AND CONTRACTORS TO AQUATINT THEMSELVES WITH THESE REMS AND COME TOA CONTRACTUALAGREEMENT. f0 BUILDER TO REFER TO DETAIL CABINET DRAWINGS FOR FINAL KITCHEN AND BATH LAYOUT, APPLIANCE AND FD(IURE LOCATIONS AND RELATED PARTITIONS. 01 RUBBER ROOFNG MEM6RANE (EPDM)TOBE FURNISHEDAND INSTALLED BY BUILDER RIGID TAPERED INSULATION SUPPLIED BY EMPYREAN TO ALLAN FOR PROPER DRAINAGE. SBOSB SUPPLED BY EMPYREAN MOVE RIM INSULATION AS BASE FOR RUBBER ROOF. 00 94. B WEATHERBES I OECKNG(DRIF MOOD ONLY) OVER b4 PT SLEEPERS. ALL MATERIAL FURNISHED BY EMPYREAN. BU ER TO INSTALL N FIELD. 0 Sox 6 WEATHERBEST DECKING (DRIFTWOOD GREY) OVER PT bB. ALL LOOSE MATERIAL FURNISHED BY EMPYREAN. BUILDER TO FABRICATE AND NSTALL N FELD. CONCRETE DECK PERS AS REWIRED PER SITE CONDITIONS TO BE FURNISHED AND INSTALLED BY BUILDER. 05 SITE BUILT DECK STARS, CONCRETE SLAB LANDING AND STEELARMATURE BY BUILDER. EMPYREAN NTER14ATIOW LLC TO SUPPLY STAR RAILS ONLY. © CONCRETE, STEEL OR WOOD PERS TO SUPPORT CANTILEVERED BUILDING SECTION BY BUILDER. 0 GARAGEDOORAND OPENER ARE NOT IN EMPYREAN INTERNATIONAL, LLC CONTRACT. FURNISHED AND INSTALLED BY BULDER AS PER MANUFACTURERS SPECIFICATKYISAND CODES. OB ROOF SYSTEM: METSPAN CFR 4? - S, R40 COMPLETE SYSTEM SUPPLIED BY EMPYREAN. BUILDER TO INSTALL. BO 10' CONCRETE POURED FOUNDATION WALL. MATERIALS AN LABOR BY BUILDER. EMPYREAN INTFRNATIONAI., LLC WILL SUPPLY DETAILED FOUNDATION PIAN. 11 �I [�LLNEOFROOF Wal A A-7 U EGRESS WNDOWORDDDR ® SMOKE DETECTORS INSTALLED BY BUILDER AS PER CODE FABRICATOR ITEMS INDICATED WITH *By BULDEWARE NOT PRICED OR Empyrean Internationa INCLUDED N THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CE AND COMRACTORS RESPONSIBILITY TO Arch c m Pbndng FebINaDM ADUATNT THEMSELVES WITH THESE ITEMS AND COME TO A 930 Main Street CONTRACTUAL AGREEMENT. INTERIOR PARTITION` DOORS, FURNISHINGS AND FINISHES Acton, MA 01720 ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT S THE RESPONSIBLNY OF tel 978263-7000 ..R OFFICE, THE CLIENT AND CONTRACTORS TO AOUATNT THEMSELVES WITH THESE ITENSAND COME TOA fax 978 263-4159 CONTRACTUAL AGREEMENT. TO BUILDER TO REFER TO DETAIL GANNET DRAWINGS FOR FINAL KITCHEN AND BATH LAYOUT, APPLIANCE AND FIXTURE LOCATIONS AND RELATED PARTITIONS. 2O RUBBER ROOFING MEMBRANE(EPDM) TO BE FURNISHED AND �OR OFFEl INSTALLED BY BUILDER. RIGID TAPERED INSULATION SUPPLIED BY EMPYREAN TO ALLOW FOR PROPER DRAINAGE. 515' OSB SUPPLIED BY EMPYREAN ABOVE RIM INSULATION AS BASE FOR RUBBER ROOF. DESIGN ARCHITECT 7O N4.SWEATHERBESTDECKING (DRIFTWOOD GREY) OVER L4 PT SLEEPERS. ALL MATERIAL FURNISHED BY EMPYREAN. L820f Office, LLC BUILDER TO INSTALL IN FIELD. 3306 Fifth Street NE O 514x6WIATHERBESTDECKING (DRIFTWOODGREY) OVER PT Minneapolis, MN 5541 2d ALL LOOSE MATER ML FURNISHED BY EMPYREAN. BUILDER TO FABRICATE AND INSTALL N FIELD. CONCRETE DECK PIERS AS REQUIRED PER SITE CONDITIONS TO BE tel 612 788 5355 FURNISHED AND INSTALLED BY BUILDER. fax 612 788 5357 5O SITE BUILT DECK STAIRS, CONCRETE SNB LANDING AND STEEL ARMATURE BY BUILDER. EMPYREAN INTERNATIONAL, LLC TO SUPPLY STAIR RAILS ONLY. © CONCRETE, STEEL OR WOOD PER$ TO SUPPORT TO CANTILEVERED BUILDING SECTION BY GUILDER. GARAGE DOOR AND OPENER ARE NOT N EMPYREAN INTERNATIONAL, LLC CONTRACT. FURNISHED AID INSTALLED BYSUILDERAS PER MANUFACTURERS SPECIFICATIONS AND CODES. BO ROOFSYSTEM:ME--RCFR47'-5',— COMPLEIESYSTEM SUPPLIED BYEMPYREAN. BULDERTO INSTALL. 9O IT CONCRETE POURED FOUNDATION WALL MATERIALSAND LABOR BY BIADER. EMPYREAN INTERNATIONAL, LLC WELL SUPPLY DETAILED FOUNDATION RAN. GRANT 5015 © COPYRIGHT EMPYREAN IN1 SECOND FLOOR PLA 5.12.06 SCALE 1/8"=1' A-3 Form No. OFFICE OF THE aTATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 618 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 APPLICANT JAMES A WINGERS C/O RHONDA J BAZIL PC 632 E HOPKINS AVE ASPEN, CO 81611- (970) 925-7171 I- LIU WELL PERMIT NUMBER 41742 - A DIV_ 5 WD 38 DES. BASIN MD APPROVED WELL LOCATION PITKIN COUNTY NW 1/4 NE 1/4 Section 21 Township 9 S Range 85 W Sixth P.M. DISTANCES FROM SECTION LINES 634 Ft. from North Section Line 1458 Ft. from East Section Line UTM COORDINATES (Meters Zone•13,NAD83) PERMIT TO CONSTRUCT A WELL Lasting: Northing: 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 ensure 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)(c) for the relocation of an existing well, permit no. 41742 (decreed in Division 5 Water Court case no_ W-3518). The old well must be plugged in accordance with Rule 16 of the Water Well Construction Rules within ninety (90) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was plugged. This well is known as the Wingers Well. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside one (1) single family dwelling, and the irrigation of not more than one (1) acre of home gardens and lawns_ 5) The pumping rate of this well shall not exceed 15 GPM. 6) This well shall be constructed not more than 200 specified /feet from the location speed on this permit and the location decreed for the Wingers Well in W-351L�,1� ����o5 APPROVED JSG z State Engineer By Receipt No. 0541673 DATE ISSUED 11-01-2005 EXPIRATION DATE 11-01-2007 0 C 8611 C aunt * `io" 117 gle uvaad Sp ngo e0 81601 `ftwc: 97C-945-6159 ede: 97C-948-6159 sa<z: 97C-945-6159 t t, , A � t . ,, ,�f � ��b�i� ,k ��iN�s�r7�Fn•�aa'�„ �� � � �. d i h Well Test DATE: December 14, 2005 TO: Tony Grant Box 2481 Aspen CO. 81612 RE: Well Test Attn: Tony, A two hour well test was performed on a new well drilled on property located below Elams Pit. The following results were obtained: Well Depth: Water Level: Drawdovm: Sustained Yield: Clarity: Recovery: Bacteria Sample: 120' 44' measured from top of casing 5" measured from top of casing 15 GPM Clear 1001/6 within 3 minutes Sent To GJ Lab If you have any questions, please call Rick, 945-6159. J & MFump Inc `/ )"&0C " 1414'� Richard A Holub Lic. No. 1196 Thank You! Lauoratory cervices uivision 8100 Lowry BoulevarC 'anver CO 80230-6928 ��-==� • US Mail: PO Box 1712, Denver CO 80217 s lA76 } colotadaDepartment (303) 692-3090 fax (303) 344-9989 of Public Health and EnVwotunent Tony Grant Cox r ',;2 ei?l Well J and M Pump Inc 8611 117 Road Lab ID No. MSA -2005004083 Collected 12/14/2005 2:30:OOP Received 12/15/2005 8:34:47AM Reported 12/16/2005 Collected By Matrix Drinking Water Glenwood Springs, CO 81601 Contact Name Contact Phone Purpose Routine Chlorine residual Payment Type Billed Test Name Result Method Name Escherichia coli PA E. coli not detected Total coliforms PA Coliform absent or less than one (<1), SM 9223 indicates a microbiologically safe sample ARS Interent Address: http://www.cdphe.state.co.us/ir/lrhom.htm lodification Date: 12/16/2005 ?03 Dec 11 2007 2:36PM DECJii/2007/TUE 14,44-S-69 KoLtd n 10.02 AM MDU" TEMP SERV. FAX No. 970 9o0 _ DIVISIaN OF WATER RESOURCES, DEPAR`TMIrI/T OF HATURAJ, RESOURCES 101 Columbine Bldy., 1845 Sherman Street, Denver, Celerodo B0203 A PERMIT V.0 11,5`1=-•'R6UND WATER A PERMI7T'46.'CQI�9T�1U�T A WELL `Ik APPLICATION FOR: L::7 REPLACEMENT FOR N0. LT"'J A PERMIT TO.ANSTA•LL A PUMP PRINT OR TYPE OTHER h b 9709639389 APPLICANT Street Ad -dress City & State fey Use of ground water Owner of land on which well is located C.^ Owner of Irrigated land Number of acres to 6e Irrigated Legal description of irrigated land Other water rights on this land Aquifer (s) ground water�,ls to -he obtained f ran Storage capacity AF ANTICIPATED PUMPING RATE- GPM AVERAGE ANNUAL AMOUNi•OF GROUND WATER TO DIE APPROPRIATED Acre-feet ESTItMTED WELL DATA Anticipated start of drilling 19jl�v . Anticipated start Of use 19� Hole Diameter; i n. from ' f t . to _4V,0 f t. in. from ft. to ft, Casing; Plain in. Prem _1�'_ ft. to 92ft, rn. frcm fC. to f[, Perf, % in, from z ft, toI&ft, in, from fC, to ft. ESTIFtATED PUMP DATA �+ Outlet Type HP Size APPLICATION I+usr RF r... Trn F. 004 lftflyp 2,4 197,0 OCATION OF WELL CQUNTY ^ „j V , of the sec. ` S'tr•'ec"ti pr R ;� - �4 P. H. Lot S''13 -lock City Dr SuldlV. Fi 11ng Grouted Water Basin Water Management •D1•Ntrlct LOCAIg WELL ON THE BACK Or THIS SHFE1 Driller e No. Dri l•ler is Ari2lress ignature Of Applicant APPLICATION APPROVED: VALID FOR ONE (1) YEAR AFTER DATE ISSUED UNLESS EXTENDED FOR GOOD CAUSE SHOWN TO THE ISSUING AGENCY PERMIT N0, ' 41742" CONDITIONAL DATE ISSUED JUN 2 41970 •STATE ENGI F By (OVER) p.3 Dec 11 2007 2:3GPM Kcpft, Ltd DEC/11/2007/TUE 10,C2 AM MDUNTh1N TEMP SERV yj . !wa cs� a r 62 5T STATF- waax,aq IDIVIS1aN ID W[) OFi'16E OF 7,4E-- u�. ae Ist9red MAP AND STATEMENT I PERMIT NUMBFR_" ' STATE OF.00L.0RAQO )' 99 COUNTY OF ice_, . 2 9709639389 p.4 FAX No. 970 920 :;,..,4 F'006 � �Bi�.URCEs WATEfI;'WF.LL FILING Know all Men by theso presents: , That the.Upderefgned claimant(s), whose address is r •/ " .steles: Claimant(s) is Lara) the owner(&( of the wall deseribod. hereon; t}te rotal number of acres of land irrigated from this well is — work was commenced on this well bV actual construction— day .of the y1a Id front said''4611. is � pml. for Which clalm is hereby made for PWpoeea; that the average annual antotint,of water,,to be diverted is _acre•feet; and that the aforementioned. statements are made and thio rrtep and ctatbment art filed in complienc Wi Glsinange Subscribed before mfr on this iiay of ,19 , My commiasirin expires Notary Public _WELD DATA WELL LOCATION r +7 County 6 of- 5 .y4, sec. P.N. INDICATE WELL LOCATION ON DIAGRAM NORTH I � I a----T--- I I I 1 I I � r I I I rn 1 I �f I I I j SOUTH WELL SHALL BE LOCATED WITH REFERENCE TO GOVERNMENT SURVEY CQRNEltS OR MONUMEIVTS, OR SECTION LINES BY DISTANCE AND SEARING. ft. from section line, (North or South) fl. from section line. (East or West) Ground Water Basin Water Management District Domestic Wells may be located by the following: Date Completed,LOT BLOCK i SEatic Water Level _ SUBDIVISION T<> al Depfi _ FILING N ACdFF1tD FOR FILING IN THE OFFICE OF THE SfATE••ENGINEEP OF COLORADO ON THIS —DAY OF , 19 Stat• krivinver : VUKM TO BE MADE OUT IN QUAORVFLI-CATE: WHITE'FORM MUST I!!E AN ORIGINAL COPY ON BOTH SIDES AND SIGNED, NHITE copy & GREEN copy must be tiled with the State Enginssr within 30 days after wer I is completed; PINK copy n,• ., , Y&'1 I r)w r.0ov 19 Fvr he Driller. Dec 11 2007 2:3GPM Ko—,,, Ltd DEC/ 11/2007/TUE 10:03 AM MOUNT,.. J TEM? SERV 0 l WELL LOG 9709639389 FAX No.970 920 _ f P. 007 MOO 1 nA^rn oCounty of ) ss license No.� State, o{ •Calorad. .. .. 50saribed and sworn to before me this dsy of 19 My Cemmisslon expires 18 ; ■ Nutecy Pubic P.5 _ft ,ft _ft OF _ft. _ft, _ft. _ft. Dec 11 2007 2:37PM Kq^ Ltd DEC/11/2007/TUE 10:C2 AM MUUNTh,,LN TEMP SERV, 1 9709639389 p.6 FAX No. 970 920 i P. 005 D THE LOCATION OF TIE PROPOSED WELL SHALL BE SHOWN ON THE DIAGRAM BELOW WITH REFERENCE TO SECTION LINES OR GOVERNMENT SURVEY CORNERS OR MONUMENTS. j feat from (North or South) section I)me, "J feet from (East. or West) section line IF WELL 1S FOR 1RRICATION. THE AREA TO BE IRRIGATED MUST BE SHADED OR CROSS -HATCHED. This dlagrem represents nine (9) sections. Use thz.CENT R S DARE (one section) to Indicate the location of the. well. THE SCALE OF THE DIAGRAM IS TWO INCHES EQUALS ONE -MILE ©■ Dec 11 2007 2:3GPM Ko , Ltd 9709639389 DEC/11/2007/TUE 12:45 PM MOUN TEMP SERV. FAX No.970 920 _ _4 P.001/001 Form No_ STATE pR cp�ppgppOFFICIE OF THE gTATE ENGINEER GWS p9 824 Centennial Bldg,, 1313 Sherman St., Denver, CO ee20a �Fwof�nrcus*�Onjy b/2oo6 (3�3) t388.3tie1 Fax (303) 8tie-3589 http:/Mnn�v.wate►,state.ce.us WELL ABANDONMENT REPORT kJsa to h8Port Plugging and searing of permitted walls, monitoring and other holes. Type nr Print in black or blue ink. instructions and Amine standards are on reverse slide of fam, Well Permit Number of the well bMn® lowgiged` W 17 BIZ MH File Number UN. ' Note 10 IltlName or C a nsIle far pluciair ain NAME15) l tHc y Ayr" _ Malling Address �Q g.+UC Z4d �- ,.�•. �� City. at. zzip�� - Phone Ho aw r; NAME($) K -n -k .,1 h t� i�C" Phone I ) " S1\S D Nauing am,.r<s, cW, St.. �p _ o �� o c�a C Stb� L ACTUAL VYEL1 LQ[•er^�- Crwn1V�1TK-1�) —~ PropHrty Address, City, bi ZipT84t�t�, J� Psi �P.LtJ�; a t21D 11/4 of tho-,-YQ- 1/4, Sec, 16 Twp. N OrJ4 S., Range D'stanca from Seotbn Lineg ` Ft. From ❑ N, oro S.,Ft.Fern 1 C) E. a C] W. Line, Subdhdivision Name _ _ �`!� Block Optional: GpS weY !option Information in uTM format. you must check Op9 un�t'lor re uired aeftings a Forme! must be UTAd, mna 12 ❑ ar torts 13 M V '� as 6oNowe- Lin must be meters, Datum must be NA063, Unit m usl be sat b buil north. E=shsA 1 (we) repot the ex/oynp wap (holo) was plugged and sealed on the date of D The wail V#1111119lu for Ihs 1o11cwinp reason(s): P 9ged and sealed es required undQr VIrWI permit Number The wvwl was not In use and was plugged and sealed, -Other(please a)(dain) crtswJk w.rs k xtt'T �11�tG ?_eU1v-S R->Qa�tou..aER watt /k fA�° or► cop ' ins wt��.ans- �..►vcno.v�...y4' R- ti 4 tr`lvk ,� krJ u5E StNt:6 tr w The well was pwugged with the following rneterlab paced at the Indicated in6er4ets: Amount and Type of Material Method of Placement Intirval MuL C► Purt P�+SE_��2�.at from 11 C] fast to from feet to 3 !hilt 3 , feel 111111111111111'V015ela ori casing removed/ripped in feet from feel to from _ fila to C> -- feat ROW M49ba signed by person who performed ih a well plugging work orthe well Owner if (we) halve read the slaterna ads-hereln, bww the conterM thereof. and hat th �'s personunknow►t Cr no1 raachepts, 1 sy aro true 10 my (Our) knrl owledge_ Signature(s Please pri a Signer me it, Title Daly !t ira the respunbibilily oft well owtler 10 have the welilhole propetly Plugged and sealed is 1`93POtaible, for notifyin the owner of thr(s requirement, . The Well C etr Ion Contractor Z •d 68ESESSOLS P-41 r n.aoA WdZt+ r l LODZ 11 sea p.2 Page: 4638 5 JANICE K VOS CAUDILL PITKIN COUNTY CO R 0.00 05/31006 D20.0010:56A ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY, COLORADO, APPROVING THE GRANT 1041 HAZARD REVIEW Administrative Decision No.`f 02006 RECITALS _ 1. Anthony Grant ("Applicant") has applied to the Pitkin County Community Development Director ("Director") for 1041 Hazard Review approval to establish a building envelope in which to construct a single family residence. The envelope is proposed in a previously disturbed area on the property and is accessed via an existing driveway, 2. The parcel is located off of Upper River Road, and is more specifically described in Exhibit A. 3. A portion of the parcel is located below (west) of Upper River Road and slopes steeply down from the road to the Roaring Fork River; this portion is zoned AFR-10. The portion of the parcel above (east) of Upper River Road is zoned RS -20, and contains a flat bench above the road where the building envelope is proposed. The parcel contains approximately 2.9 acres. 4. The parcel was created prior to June 6, 1966, and, therefore, is legally created and is exempt from growth management pursuant to Sec. 9-110-051(A). In addition, the parcel has not merged with any adjacent parcels. 5. The Applicant provided notice of the application to the adjacent property owners, as required pursuant to Section 5-80-010(1) of the Land Use Code ("Code"). No objections were received within 30 days from the date the notice was postmarked (February 22, 2006). 6. The Director finds that the wildfire hazard within the envelope is rated as low and can be mitigated; that the envelope is located on slopes of less than 15% and avoids the 100 year floodplain and riparian areas; and that the property is not within any mapped wildlife habitat areas. THE DIRECTOR DOES HEREBY APPROVE the Grant 1041 Hazard Review, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. Prior to submission of any building permit applications for new development, the Applicant shall submit a 1041 Hazard Review Site Plan to the Community Development Department for approval and recording. 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: A. Reference the size of the parcel. B. Designate an "access envelope" along the existing driveway from Upper River Road to the building envelope and from the building envelope to the property line where the driveway continues to the adjacent parcel. C. Designate the east property line as "front" for purposes of determining required setbacks. 2. Prior to submission ofan ISDS permit, the Applicant shall provide documentation to the Environmental Health and Natural Resources Department as to an adequate quantity of water from a well. 3. Prior to issuance of any building permits for the residence, the Applicant shall: V Administrative Decision No. "Il -2006 Page 2 A. Complete a fireplace/woodstove registration form with the Community Development Department, if necessary. B. Obtain a County access/driveway permit to improve the driveway, if applicable. C. Submit a drainage and erosion control plan for review and approval by the County Engineer. D. Submit a construction management plan for review and approval by the County Engineer showing the locations of staging, material storage and employee and construction traffic parking. E. Pay the applicable road and employee housing impact fees. F. Obtain approval of a septic permit from the Environmental Health Department. The septic system shall be located within the approved building envelope, and must comply with the setback requirements from surface and groundwater sources. 4. Prior to commencement of any earthmoving or construction activity, the Applicant shall stake the corners of the building envelope and install construction fencing around the perimeter of the envelope. The fencing shall remain in place until a Certificate of Occupancy is issued for the residence. 5. The Applicant shall comply with the following landscaping and wildfire defensible space mitigation standards: A. Within 30' of all structures, all upland brush species (oak, serviceberry, chokecherry, sagebrush, etc.) shall be thinned to 2 times the height of the fuel. B. All other vegetation shall be maintained to less than one foot in height within 20' of all structures. C. All branches from trees and brush within the 30' perimeter shall be pruned to a height of 10' above the ground with removal of ladder fuels from around trees and brush. D. All deadfall within 50' of all structures shall be removed. E. All stumps of thinned upland brush species shall be "painted" with Garlon herbicide to prevent aggressive resprouting. F. Landscaping within 20' of all structures shall not contain any brushy or coniferous species; only grasses or forbs are allowed. Flammable mulches (wood chips) are not recommended. Aspen trees are allowed near buildings, as long as they are not within 10' of the structure and are kept limbed to 10' (unless the trees are less than 10' tall). No trees of any species shall be within 15' of any window. Conifers are allowed more than 20' from all structures, but no on the steep hillside to the east. G. 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: A. Roofs shall be constructed with a Class A roof covering or a Class A assembly as defined in the International Building Code (IBC) Section 1505.2. Wood shake/shingle roof coverings are prohibited. Roofs with less than a 3:12 pitch are not permitted unless they comply with the following: 1) All roof coverings shall be noncombustible materials and installed on a Class A roof assembly. 2) All roof coverings shall have a surface that shall facilitate the natural process of clearing the roof. 524638 Page: 2 of 5 JANICE K VOS CAUDILL PITKIN COUNTY CO R q Aa D5 `I;2�d6 1© 50. "N 1%0 f^ Administrative Decision No. q-2006 Page 3 3) All roof designs shall facilitate the natural process of clearing roof debris. Protrusions above the roofline, such as parapets, shall be prohibited. 4) Roofs shall be installed as required by the adopted building code and shall have a minimum slope of 1:48. 5) All roof designs, coverings, or equivalent assemblies shall be specifically approved by the Fire Marshal prior to submittal of a building permit application. B. Vents shall be screened with corrosive resistant wire mesh with mesh '/4 inch maximum. C. Roofs and gutters shall be kept clear of debris. D. Yards shall be kept clear of all litter, slash, and flammable debris. E. All flammable materials and firewood/wood piles shall be stored on a parallel contour a minimum of 15 feet away from any structure. F. Weeds and grasses within a 10 foot perimeter of all structures shall be maintained to a height of not more than 6 inches. G. Swimming pools or ponds shall be accessible to Fire Department vehicles. H. Fences shall be kept clear of brush and debris. L Wood fences shall not connect to the structure. J. Fuel tanks shall be installed underground with an approved container. K. 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. L. Each structure shall have a minimum of one 10 pound approved ABC fire extinguisher placed in a visible and accessible location. M. Addresses shall be clearly marked with 2 inch non -.combustible letters and shall be visible and installed on a non-combustible post. N. New utility lines shall be buried within the driveway. 7. The Applicant shall install and use an approved bear -proof trash container, as required by the County's Wildlife Protection Ordinance. 8. No development, including, grading, excavation, fill placement, berming, landscaping, vegetation removal or disturbance, entry or ranch gates, well or septic system shall occur outside of the approved building envelope. 9. All areas disturbed by construction shall be revegetated to limit water consumption and additional runoff within one growing season after completion of construction. 10. The Applicant shall comply with the applicable codes and requirements of the Aspen Fire Protection District, including but not limited to fire department access, turning around of fire apparatus, an approved fire sprinkler system and water supply (minimum 20,000 gallon storage that can be shared with adjacent parcel). 1 1. Failure to comply with the conditions of this approval may result in revocation of this approval, or any subsequent pen-nit(s) or approval(s) related to this property, or vested rights associated with this property, INII911N�IIiN�lll'lllll�lui�uuiuoimiiinui� s=as3a Administrative Decision No. ql,-2006 Page 4 12. The Applicant shall adhere to all material representations made in the application and shall consider those representations to be conditions of approval, unless amended by other conditions. 13. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 4-140 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on 2009. APPROVED by the Director, this --30C}-4ay of AlLk,\ 2006. t A�e GM& L cy� Cindy H uben, Community Development Director P024-06 PID#264321100003 524538 Page: 4 of 5 05/31/2006 10:56. JANICE K VOS CAUDILL PITKIN COUNTY CO R 0.00 D 0.00 EXHIBIT "A" A tract of land being a part of Lots 2 and 7, in Section 21, Township 9 South, Range 85 West of the Sixth Principal Meridian, described as follows: Beginning at a point on the North line of said Section 21, whence the Northeast Corner of said Section 21 bears North 89°50' East 1445.60 feet; thence South 01 °51' East 385.00 feet the TRUE POINT OF BEGINNING; thence North 82°23' West 394.86 feet to the Centerline of the Roaring Fork River; thence South 05°00' West 106.16 feet along the Centerline of the Roaring Fork River; thence South 31 °00' East 190.00 feet along the Centerline of the Roaring Fork River; thence South 46°30' East 180.00 feet along the Centerline of the Roaring Fork River; thence South 68°25' East 199.76 feet along the Centerline of the Roaring Fork River; thence North 01'5 1' West 415.00 feet to the Point of Beginning. County of Pitkin, State of Colorado 524638 Page: 5 of 5 05/31/2006 10:SG9 JANICE K VOS CAUDILL PITKIN COUNTY CO R 0.00 D 0.00 Parcel Detail Page 1 of 5 Pitkin County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs Tax Area Account Numbe I Parcel Number Mill Levy 057 R004023264321100003 26.08 Owner Name and Address GRANT ANTHONY J & KATHRYN J C/O MOUNTAIN TEMP SERVICES 409 AABC STE A ASPEN, CO 81611 Legal Description SUB:M/B WOODY CREEK SECT,TWN,RNG:21-9-85 DESC: A TRACT BEING PART OF LOTS 2 A 7 OF SEC 21-9-85 DESC BY M/B BK 301-312 & BK 304-404 Location Physical Address: 8895 UPPER RIVER RD WOODY CREEK Subdivision: M/B WOODY CREEK Land Acr 12.9 Land Sq Ft: 0 Section 11 Township E Range 21 =1 9 85 http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNumber=R004023 11/3/2006