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Home My WebLink About88 Crown Mountain Dr - 246511302004 - 0870ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Eagle County Department of Environmental Health PERMIT N® 0870 P.O. Box 850 _ 550 Broadway Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM Owner: James R. and Gail A. Owens Telephone: q97-3(15q Address: P • 0. Box 319 Basalt Colorado 81621 System Location: 0088 Crown Mountain Drive Lot 4 Licensed Installer: Mickey Steele Construction, Silt, CO LicenseNumber: - Conditional installation approval is hereby granted for the following: Minimum requirements: Gallon Septic Tank or Aerated Treatment unit Absorption area of dispersal area computed as follows: Percolation rate: Inch in Minutes Absorption area per bedroom Sq. Ft. Number of Bedrooms X Sq. Ft. minimum requirement per bedroom - equals Total Sq. Ft. minimum requirement Special Requirements: Date: 9-2-88 Environmental Health Officer: CONDITIONS: G 1. All installations must comply with all requirements of the Eagle County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 1973, as amended, 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structure not approved by the zoning and building departments shall automatically be a violation of a requirement of the permit andcause for both legal action and revocation of the permit. 3. Section III, 3.21 requires any person who constructs, alters or installs an Individual Sewage Disposal System to be licensed according to the regulations. FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the system is approved prior to covering any portion of the system. INSTALLED ABSORPTION OR DISPERSAL AREA: SQ.FT W i q, l000 CROW* DOS n,N6 I-Apie P�w� 0 INSTALLED SEPTIC TANK: 1600 GALLONS; 1C,,g_ DEGREES; FEET DESIGN ENGINEER OF SYSTEM: IW9 16(gT 04-'E/2 P#Jl f�RSSUNF INSTALLER OF SYSTEM: LCD DeAF6L9 PHONE: SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR AERATED ACCESS PORTS ABOVE GRADE: YES L--'MO PROPER MATERIALS AND ASSEMBLY: YES_LXT O COMPLIANCE WITH PERMIT REQUIREMENTS: YES-O COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES NO COMMENTS: , IJ57A IIf D hS 0flUG/"N£i'��/, ,DfSi' ('/h - 99L s P-ee S ANo as- 6U 9 i f Am i lLAI —,e (Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) DATE (Final Approval) 2Z 2yENVIRONMENTAL HEALTH OFFICER: DATE (Re -Inspection) ` MZW ENVIRONMENTAL HEALTH OFFICER: See. 10-spe' %m• RETAIN WITH RECEIPT RECORDS PERMIT Name of Applicant: James R. and Gail A. Owens Name of Owner: Same Amount Paid: $150.00 Receipt Number: 40 Date:6-29-88 Cashier: Brophy Check # 4402 White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY No. 3202 P. 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00 NAME OF OWNER: Z+'ec-5 R. 4E� 601•1 Q�u2_it5 MAILING ADDRESS: flbdj PHONE: ?07 -5y 5-1 NAME OF APPLICANT (If different from owner): ADDRESS: DESIGN ENGINEER OF SYSTEM.(If applicable): ADDRESS: PHONE: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: /go1CP1,V( LICEN ED I STALLER: ( ) YES ( ) NO ADDRESS: Q. d&M Z_57 C::Cj &S� PHONE: JZ& 5�5-11 PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAIR OF PROPOSED INDIVID AEWAGE DISPOSAL SYSTEM: LOCATION L S Physical Address: 00 8 9' 2iUff Parcel Number: G0r- ' 5/ Lot Size: C52.�� Legal Description: -lo At y (71ow,, ,a;- i s o_�s 5u6 :v> 5.4, BUILDING.O. SERVICE TYPE (Check applicable category): Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) ( ) Residential"- Triplex NUMBER OF PERSONS: /C-v O/�' NUMBER OF BEDROOMS : h�e� WASTE TYPES Check applicable categories Commercial or Institutional ( ) Dwelling ( ) Non -Domestic Wastes ( ) Transient Use ( x) Garbage Disposal (X Dishwasher O Automatic Washer ( ) Spa Tub ( ) Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Septic Tank Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES ( ) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ( ) YES ( ) NO WATER CONSERVATION PLAN: ( ) YES ( ) NO NOTE: The Environmental Health Office may reduce the required absorption area upon approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: (>) Well ( ) Spring ( ) CreekjStream Give depth of all wells within 200 feet of system: If suppli d by communit water, give name of supplier: SIGANTURE: DATE: SCE E'ni� �£St�N INFORMATION B W TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER:OWT GROUND CONDITIONS: Percent ground slope r3i/ W2i7M TNj. Depth to Bedrock (Per 8' profile hole) (5-17 6S Depth to Groundwater table SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole #1 Minutes per inch in Hole #2 Minutes per inch in Hole #3 FINAL DISPOSAL BY: ( Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Under Ground Dispersal ( ) Wastewater Pond MOU00 .Other AMOUNT PAID: i5o'95 RECEIPT NUMBER DATE: NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. (Environmental Health Dept. - Rev. 4/88) ROUTE FORM EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE 1-A �,l Z I ' Name _ C) Drdte Routed n-u,, Application No. Location Please review the attached Individual Sewage Disposal System Permit Application and return it with this completed form the the Environmental Health Office. PLANNING: Complies with - YES NO REVIEWED BY DATE Subdivision Regulations: Zoning Regulations: Recommend Approval:. COMMENTS: BUILDING: Complies with - Building Permit Applied For: Buildina Permit Issued: Recommend Approval: COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: YES NO REVIEWED BY DATE YES NO REVIEWED BY DATE ENVIRONMENTAL HEALTH: Complies with = - YES NO REVIEWED BY DATE Floodplain Permit Necessary: Vx I.S.D.S. Regs. Compliance: Recommend Approval:COMMENTS: 64 do (I vn.aN r (-( a EAGLE COUNTY BUILDING DIVISION P. O. Box 179 Phone: 328-7311, DATE: —fl—M E RECEIVED:(—,�,-)- INSPECTIO JOB NAME: ,>Q AMi CALLS' El PM i�, REQUEST BUILDING PERMIT NO. 0 OTHER: LO ATIPN: 0 PARTIAL Ready for Inspection: ONDAY 1:1 TUESDAY D WEDNESDAY EITHURSDAY El FRIDAY AM 0 P;1 COMMENTS: APPROVED 0 DISAPPROVED REINSPECT 0 Upon the Following Corrections: z e DATE: TIME: / ex e7 — INSPECTOR EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 November 23, 1988 Jim Owens P. 0. Box 319 Basalt, CO 81621 RE: ISDS Permit Number 0870 Dear Jim: Your mound system can be replaced under the authorization of your existing individual sewage disposal permit number 0870. This approval assumes only replacement of the mound and main- taining the existing tanks. The replacement of the mound must be built in accordance with the original plans with the following corrections: 1. Remove topsoil layer over an area 24 feet by 48 feet (1152 sq.ft.). The bed area should be backfilled with pit run gravel with high permeability. 2. Fill excavated area with medium textured sand as specified in original design. Minimum thickness to be 1-.-5 . feet 3. Place the 18'x42'x9" thick gravel absorption bed as per the original design. 4. Place six equally spaced distribution laterals consisting of 1-1/4 inch PVC pipe with 1/4 inch holes, on 30 inch spacing. The laterals to be capped on the ends. Inlet pipe shall deliver effluent to the mid point of each lateral as shown on the original design (Figure 7-11). Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 r LW Owens November 23, 1988 Page 2 5 The leachfild must be located no closer than 100 feet from the well. All other design features shall -remain as per the original de- sign including the septic tank, dosing tank, mound and tank loca- tion and mound details This plan is consistent with the system approved on Lot #5, Crown Mountain Estates. Please call for an inspection prior to covering the new mound. If you have any questions concerning this matter, please call or write. Sincerely, Sid Fox, Environmental Health Officer cc: Ed Draeger P. 0. Box 1000 Basalt, CO 81621 AND Paul Bussone Wright Water Engineers P. 0. Box 219 Glenwood Springs, CO 81602 Files Wright Water Engineers, Inc. DENVER OFFICE 2490 West 26th Ave., Suite 55 A Denver, Colorado 80211 (303) 480-1 700 Sid Fox Eagle County 551 Broadway P.O. Box 850 Eagle, CO 81631 TULSA OFFICE 201 West 5th St., Suite 130 Tulsa, Oklahoma 74103 (918) 584-7136 November 1, 1988 Re: Owens Wastewater Treatment System Dear Sid: GLENWOOD SPRINGS OFFICE 818 Colorado Avenue P.O. Box 219 Glenwood Springs, Colorado 81602 (303) 946-7755. Denver Direct L i f M. NOV 0 2 40 MY, k 6 At your request Tom Zancanella and I inspected the Wisconsin mound at the Owens home on Lot 4 Crown Mountain Estates on Friday October 21, 1988. We found the conditions to be as you had described them to me on the phone. The mound was seeping water along the low end at the interface between the mound and the natural ground as before. Some damp areas also appeared along both sides of the mound. Apparently the remedial action taken earlier has not corrected the problem. Based on our observations on that day and on the information gained from four borings through the mound we have some additional recommendations for repair. The outermost boring on the low side of the mound encountered sand to a depth of approximately 3 feet and then hit a clayey soil. We believe this is the newly installed trench. There was two inches of water in the hole indicating that the trench did not get into the gravel zone where the water would percolate quickly. We recommend that the trench be excavated deeper and wider to assure a connection between the mound and the gravel zone to assure that percolation will occur. The trench should be backfilled with pit -run gravel with high permeability. The mound must be extended on the lower end and both sides to cover the expanded trench and prevent seepage from exiting the basal area. Fill slopes should be increased to 6 horizontal to 1 vertical. We believe that the present mound, once corrected, will adequately provide wastewater treatment and disposal in accordance with the Eagle County requirements and sound engineering standards. We would appreciate your review and comments. We want to work with you, Owens and Ed Dreager to solve the problem. Very truly yours, WRIGHT WATER ENGINEERS, INC. BY G�� Paul PSB/bdm 881-027.260 WRIGHT IATER ENGINEERS ING. LAW OFFICES ROBERTS. EMERSON, P.C. NW-01 19W 86 SOUTH THIRD STREET CARBONDALE COLORADO 81623 (303) 963-3700 ROBERT B. IAERSON October 31, 1988 Mr. Paul S. Bussone, P.E. Wright Water Engineers, Inc. P. O. Box 219 Glenwood Springs, CO 81602 Mr. Ed Dreager Dreager Excavating & Construction P. O. Box 1000 Basalt, CO 81621 Gentlemen: I represent Jim and Gail Owens. They have asked me to contact you regarding the problems that they are experiencing with the septic system designed by Wright Water Engineers, Inc., and installed by Ed Dreager. The Owens have advised me that the system, as designed and installed, is not functioning properly. It continues to leak despite efforts to correct the problem. The Eagle County Department of Environmental Health has advised the Owens that the defective system needs to be corrected in the near future. The purpose of this letter is to give notice that the system is not working properly and to request that you jointly provide a recommendation to correct the problem. Any such proposal would be subject to my client's prior approval. The Owens are not interested in any partial solution. They expect that the system will operate in a first class manner. They will require that the cost to remedy the situation be borne by you. I would appreciate hearing from you as soon as possible so that this matter can be resolved prior to the onset of winter conditions which may make resolution of the problem more difficult. Sincerely, ROBERT B. EMERSON, P. . By: Robert B. Emerson RBE/jc cc: Mr. and Mrs. Jim Owens Sid Fox, Eagle County d LAW OFFICES ROB ERT B. EMERSON, P.C. 86 SOUTH THIRD STREET CARBONDALE COLORADO 81623 (303) 963-3700 ROBERT B. EMERSON October 31, 1988 Mr. Paul S. Bussone, P.E. Wright Water Engineers, Inc. P. O. Box 219 Glenwood Springs, CO 81602 Mr. Ed Dreager Dreager Excavating & Construction P. O. Box 1000 Basalt, CO 81621 Gentlemen: I represent Jim and Gail Owens. They have asked me to contact you regarding the problems that they are experiencing with the septic system designed by Wright Water Engineers, Inc., and installed by Ed Dreager. The Owens have advised me that the system, as designed and installed, is not functioning properly. It continues to leak despite efforts to correct the problem. The Eagle County Department of Environmental Health has advised the Owens that the defective system needs to be corrected in the near future. The purpose of this letter is to give notice that the system is not working properly and to request that you jointly provide a recommendation to correct the problem. Any suchh proposal would be subject to my client's prior approval. The Owens are not interested in any partial solution. They expect that the system will operate in a first class manner. They will require that the cost to remedy the situation be borne by you. I would appreciate hearing from you as soon as possible so that this matter can be resolved prior to the onset of winter conditions which may make resolution of the problem more difficult. Sincerely, ROBERT B. EMERSON, P.C. By: RBE/jc cc: Mr. and Mrs. Jim Owens Sid Fox, Eagle County �% Robert B. Emerson �D wwt Wright Water Engineers, Inc. DENVER OFFICE 2490 West 26th Ave., Suite 55 A Denver, Colorado 80211 (303) 480-1700 Jim and Gail Owens P.O. Box 319 Basalt, CO 81621 Dear Jim & Gail: TULSA OFFICE 201 West 5th St., Suite 130 Tulsa, Oklahoma 74103 (918) 584-7136 October 12, 1988 GLENWOOD SPRINGS OFFICE 818 Colorado Avenue P.O. Box 219 Glenwood Springs, Colorado 81602 (303).945-7755 Denver Direct Line: 893-1608 At your request Wright Water Engineers, Inc. investigated the problem you are experiencing with the recently installed Wisconsin Mound wastewater disposal system on your property in Crown Mountain Estates. The system was designed by Wright Water Engineers in accordance with Eagle County require- ments and acceptable engineering standards. The system was installed by Dreager Excavating and Eagle County personnel inspected the installation during construction. Wright Water Engineers was not authorized to super- vise construction or inspect the installation. Our field investigation on October 3rd revealed that the mound was leaking from the low side of the mound at the interface between the sand filter material and the natural ground. Upon further investigation we found that the 4 inch diameter PVC distribution laterals were installed with the per- forations on the bottom side. It is common practice to place the perfora- tions upward to allow each lateral to fill before discharging to the absorption bed. In addition, the inlet pipe to the mound was connected only to one of the six laterals. The plans (Figure 7-11) call for the inlet to be connected at the mid -point of each lateral. The errors in installation created a situation whereby the effluent is not distributed evenly throughout the entire absorption bed. In fact, observations of the exposed laterals indicate that the effluent was reaching only a small part of the mound. A second contributing factor may be the heavy clay topsoil below the mound. The plans called for plowing or ripping the surface of the topsoil and in- stalling the mound on top of the plowed topsoil, which is normal practice. We believe that Dreager followed the plans in this matter. We have discussed the problem with Sid Fox of Eagle County and have pre- pared a plan of remedial action. A copy of the plan was sent to you on October 6, 1988. Sid Fox verbally approved the plan on October 7, 1988. The plan calls for correction of the distribution piping to assure proper distribution of the effluent to the entire absorption bed. We believe that it is the responsibility of Dreager Excavating to perform this work at their cost. 7) Jim and Gail Owens October 12, 1988 Page Two We have also designed a supplemental drainage trench around the mound to intercept the flow of water along the interface between mound and natural ground. The trench is not a common practice, but is advisable in your case because of the unusually impermeable topsoil. The construction cost of the drainage trench should be at your cost since it is dictated by physical conditions of the soils and not by any negli- gence by Wright Water Engineers or Dreager Excavating. Dreager Excavating submitted a cost estimate to me on October 10, 1988 for $914 to complete the remedial action work. I relayed the cost estimate information to Gail on October 11, 1988 and indicated that of the total amount $524 was attributable to the drainage trench work. The $524 would be additional cost to you as owners and if you agreed to assume that cost you could authorize Dreager to install the trench. We apologize for any inconvenience which you may have experienced. Very truly yours, WRIGHT WATER ENGINEERS, INC. B Paul S. Bu sone, P.E. PSB/bdm 881-027.260 cc: Dreager Excavating Sid Fox, Eagle County z= Wright Water Engineers, Inc. DENVER OFFICE 2490 West 26th Ave., Suite 55 A Denver, Colorado 80211 (303) 480-1700 Erik Edeen Eagle County 551 Broadway P.O. Box 850 Eagle, CO 81631 TULSA OFFICE 201 West 5th St., Suite 130 Tulsa, Oklahoma 74103 (918) 5 84-713 6 October 6, 1988 GLENWOOD SPRINGS OFFICE 818 Colorado Avenue P.O. Box 219 Glenwood Springs, Colorado 81602 (303) 94 5-7 75 5 Denver Direct Line: 893-1608 Re: Owens Wastewater Treatment System - Crown Mountain Dear Erik: This letter addresses the proposed remedial action for the Owens septic tank an& mound wastewater system on Lot 4, Crown Mountain Estates in Eagle County. As you know this system has experienced some seepage at the inter- face of the mound and natural soil. Two conditions may be contributing to the problem; one being the impervious nature of the clayey topsoil and the second being a failure to distribute the effluent to the entire absorption bed. At this time we cannot determine whether the distribution problem is a result of design error or improper installation. We are proposing the following remedial measures to correct the seepage problem. 1. Expose the inlet pipe to the 4 inch diameter distribution laterals and expose approximately 3 feet of the six laterals at the mid -point. (Inlet pipe should be tied into each lateral per Figure 7-11). 2. Cut out a 2 foot section of each lateral and insert 1-1/4 inch dia- meter PVC pipes with 1/4 inch holes on 30 inch spacing into the 4 inch diameter tile. The 1-1/4 inch pipes to be capped on the ends. 3. Connect each of the new 1-1/4 inch distribution laterals to the inlet pipe. 3. Backfill with gravel absorption bed material and cover the system. 4. Remove the topsoil along the north and west sides of the mound and replace with medium textured sand as specified in the original design. (See attached drawing for trench details.) The above described work will assure distribution of effluent to the entire absorption bed and provide a cut-off for any seepage along the interface between the mound fill and the natural soil. (7 �D Erik Edeen October 6, 1988 Page Two If you have any questions please call. PSB/bdm 881-027.260 cc: Jim Owens Very truly yours, WRIGHT WATER ENGINEERS, INC. c�2,�ltilZ1? ;:--P-2 au S. Bussone, P.E. z= Wright Water Engineers, Inc. DENVER OFFICE 2490 West 26th Ave., Suite 55 A Denver, Colorado 80211 (303) 480-1700 Eagle County 551 Broadway P.O. Box 850 Eagle, CO 81631 TULSA OFFICE 201 West 5th St., Suite 130 Tulsa, Oklahoma 74103 (918) 584-7136 September 21, 1988 GLENWOOD SPRINGS OFFICE 818 Colorado Avenue P.O. Box 219 Glenwood Springs, Colorado 81602 (303) 945-7755 Denver Direct Line: 893-1608 RECEIVED SEP 2 2 1 88 ;-epf. of comm. Dev.. 'agia co 8163, Re: Owens Wastewater Treatment System - Crown Mountain Dear Erik: Wright Water Engineers, Inc. designed a septic tank and mound wastewater treatment system for James Owens on Lot 4, Crown Mountain Estates in Eagle County. The design included a location map which showed the mound located about 90 feet south of the house and no closer than .150 feet from the closest of three wells. Mr. Owens has requested our evaluation of an alternate location for the system. The enclosed amended map shows the proposed new location. We find that this new location is at least 100 feet from the nearest well and no closer than 30 feet from his property line. In our opinion the new loca- tion will meet Eagle County requirements and provide adequate distance to assure that the groundwater wells will not be contaminated. It is, of course, important that the original design specs for the septic tank and mound are strictly adhered to. If you have any questions please call. Very truly yours, WRIGHT WATER ENGINEERS, INC. By Pau S. BusBone, P.E. 2 PSB/bdm 881-027.260 cc: James Owens t, 6g.r VVMer Engineer q inc. OFFIC[ TUI_SA OFFICE GLENWOOD SPRINGS OFFICE 2 1V; We,* 26t1; Ave., Sui!e 5 5 A 201 West 5th St., Suite 130 818 Colorado Avenue Colorado. 80211 -I ulsa, Oklahoma 74103 P.O. Box 219 00 ;) 4841 700 (91 8) 584-7136 Glenwood Springs, Colorado 81602 (303) 945-7755 August 17, 1988 Denver Direct Line: 893-1608 Mr. . James Owens Box 319 Basalt, CO 81621 Re: Owens Wastewater Treatment System Dear Mr. Owens: The 'following design for an individual on -site wastewater treatment and disposal system for a proposed four bedroom single family home on Lot 4, r:,=&n->. mountain Estates is provided at your request. The design is based ,-1_on ia.gle County requirements and physical site conditions. We used the 0=100 r Plat Map by Scarrow, & Walker, revised on 7/28/88, and field observations for the preparation of the design. 'I e location of the proposed house septic tank and soil absorption mound with respect to the wells is shown on the attached plat. The following parameters were used in the design of the system: 0 4 'bedroom single family home o Oesign flow _rate = 150 gpd/bedroom o Nstural ground slope less than 5% o Bedrock > 4 ft. o Water table = 8 feet (assume greater than 24 inches but less than 48 inches at high water) b minimum detention time in septic tank = 30 hours The sewage effluent flow is calculated to be 600 gpd based on 4 bedrooms at 150 gp /_bedroom. A peals day multiplier of 1.5 was used for design purposes. -),,...es 0.-. ens August 17, 1988 Page 2 Septic Tank . The septic tank shall be a prefabricated concrete or polyethylene tank with a minimum liquid capacity of 1200 gallons. The tank shall be installed in accordance with Eagle County requirements and shall be at an elevation capable of receiving sewage flow by gravity. The approximate location of the tank is shown on the attached drawing. Dosing Tank and Pump Seotic tank effluent shall enter a water tight polyethylene or concrete dlosina tank with a capacity of 300 gallons, which is approximately twice .`_he volu�re of the pipe laterals. A low head submersible pump rated at 35-50 ain at 8 ft. of head, such as Hydromatic Model SEW 50 Al or equal, sLL,.al1 be installed in the dosing chamber. Soil 'hsorpti on Mound the soil absorption mound shall be as shown on the attached figures 7-10, 7-11 and 7-13 which are from the EPA Design Manual for On -site Wastewater Treatment u Disposal Systems. The shall be located on natural ground within 25 feet of the dosing c;---r er, approximately as shown on the drawing. Topsoil shall be plowed or red with backhoe teeth prior to placing the mound fill. -ill mate_ri-al snail be medium textured sand meeting the following grada- 4on: Sieve Size Percent Passing -r d 100 10 75-90 #16 35-50 #50 15-25 #200 0-10 Mr. James Owens August 17, 1988 Page 3 -_:Iesulcs of a gradation test shall be provided by the supplier. For design purposes the sand shall be assumed to have a infiltration rate of 1.2 rnd/.r . 2 . `11'.1he absorption bed material shall be porous media consisting of graded grave__ sized between 3/4 inch and 2-1/2 inches. Fill material and bed material should be readily available from local suppi?e_r:s. The area of the absorption bed shall be 750 square feet based on a peak day flow of 900 gpd and an absorption rate of 1.20 gpd/ft.2. The mound shall be constructed on a relatively shallow grade and the percolation rate of .he natural soils is relatively high. -e base are of the mound shall be a minimum of 1125 ft.2 based on 900 gpd - . _d 0.8 c;-p d/f t . z dimensions for the system are as shown below. Refer to figure 7-13 -For iocat_on of dimensions. A = 18 ft. H = 42 ft. C = 1 ft. (minimum)(1) E = 1 ft. (minimum)') r = 0.75 ft. G = 1 ft. H = 1.5 ft. I = 12 ft. (1) J = 6 ft. (1) K = 9 ft. 1 .L = 60 ft. W = 36 ft. i1; act=,gal dimension will vary slightly to meet 3:1 slopes �nour_d shall have six distribution laterals consisting of 4 inch �i_.r�eter PVC drain_ tile placed 36 inches O.C. The laterals shall be connected with a „, inch diameter PVC header on both ends. The distribution cE' the effluent to the mound will be in a 4 inch diameter PVC pipe. :. James 07 ens :gust 1; 1988 Page 41 'he existing and proposed wells are over 150 feet from the proposed septic tank and mound. purLDose of the design and letter report is to assist you in obtaining a Eagle: County ;permit for an on -site individual wastewater treatment system. =f z7ou have any questions please contact me at your convenience. 88in2'.Z50 Very truly yours, WRIGHT WATER ENGINEERS, By i2 aul S. Bussone, P.." }�� y<J j`•: eJ+/,�r?! ram.` .,yam .f. ` {� ` FIGURE 7-10 TYPICAL MOUND SYSTEMS "craw, Hay or Fabric Fill `\ Straw, Hay or Fabric FiII,--, Cap 240 Distribution Lateral Absorption Bed Distribution Lateral _,,—Absorption Bed er of Top Soil FIGURE 7-11 DETAILED SCHEMATIC OF A MOUND SYSTEM La�.er of Straw /a or Marsh Hay 1'" Perforated Sandy Loam "-oil �; ... Laterals - 3d i"cP cep-Tem r Diversion for Surface Water inlet Pipe _ Clean Roc!: �� ' 6" Topsoil -- Max ',�•- • Sand -,Fill %j.. ;�._F: ��*-;�--�•� .,r,�•-,� y• _ ,.�,. : �.�•, _-_ _'yLw __ i!. `v��.r,� -• .l:T+;.-----•��: tiro"� n"'Y. ,�: �`a� �i�� " r' '!�'-._ �tr-7-_ = :'Y -y_ S; Sod ^Layer = _ Broken Up, J - __ •. .r^�= yr. _r_� •. _,: ': t •' -tea �-� -j` - - 7.2.4.2 Application a, Site Considerations teri a for mound systems are summarized in Table 7-7. These refiect current practice. Slope limitations for mounds are resGrictiv than for conventional systems, particularly for mounds tsLJ cn sites with slowly permeable soils. The fill material and na- -_urai soil int`rface can represent an abrupt textural change that re- ices downward percolation, increasing the chance for surface seepage `rc.F"' i-he ID -lase of the mound. 241 __. FIGURE 7-13 MOUND DIMENSIONS Perforated Straw or Marsh Hay Pipe Clay Fill or Medium Sand Fill � r Topsoil Ho=T= ;. ' G Topsoil fopsoii '>>, ,: 6�:,,;,— ",,,,, - I% Slope \_ Subsoil Plowed Surface J3/4-2'/z in. Rock IDistrihutio Laterals Bed of Rock ,A)Cross Section W 0 Slope (8) Plan View 247 J L pp CC bPr R-E WRJ-s-Rey, 76 C ORADO DIVISION OF WATER RESO�CES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 APR .10 1987 I _ + PERMIT APPLICATION FORM R Application must _ be complete where ,U,, ( X) A PERMIT TO USE GRO WWLLM 10- ;7 ,_. 1�2su1` applicable. Type orK ( �{) A PERMIT TO CONSTRUCT 03.2472 11S.0(_; print in BLACK FOR: (X) A PERMIT TO INSTALL q�� I N K. No M� �O »87 al") i RES ` r'i overstrikes ; 012—, or erasures unless i `Q' ) REP;U;ACEMENT FOR N TTL ,fJil aled. V. MOTHER _ i ;t - - J WATER COURT CASE N0.- •• f 0.00 TTM 9 {1) PLICANT - mailing address NAME Jaxes R. Ogens STREET P. 0. BOX 319 CITY Basalt, Colorado 81621 (State) (Zip) TELEPHONE NO 303 927-3059 (2) LOCATION OF PROPOSED WELL County EAGLE N W __ % of the S ld %, Section 11 S__ S Rng 87 w 6 P.M. (N.S) (E,W) (3) �,,,n-, rER USE AND WELL DATA Proposed maximum pumping rate (gpm) 15 Average annual amount of ground water to be appropriated (acre-feet): 1-0 Number of acres to be irrigated: M Proposed total depth (feet): 60 Aquifer ground water is to be obtained from: AII..LiJVIIN Owner's well designation.,. # 1 GROUND WATER TO BE USED FOR: -OMPOUSEHOLD USE ONLY - no irrigation (0) (�) DOMESTIC (1) ( ) INDUSTRIAL (5) ( ) LIVESTOCK (2) ( ) IRRIGATION (6) ( ) COMMERCIAL (4) ( ) MUNICIPAL (8) ( ) OTHER (9) DETAIL THE USE ON BACK IN (11) ice) DRILLER Name ,1ellon bolting Oo, Jac. Street P. 0. BOX 1070 CityBASALT COLO. 81621. \ (State) (Zip) Telephone No. 927-3893 Lic. No. 894 FOR OFFICE USE ONLYU19-0 NCF�,4 ,9!,TE IN THIS COLUMN Receipt No. 5 Basin Dist. CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right �tPHIISePl7RFForrr preclude another owner of a vested water 1)rlq��f tAiv4�B aCcilu °4-lt1OP3 t (.2) 'o:E; THE CONSTRUCTION OF A WELL, APPROPRIATING GROUND WATER TRIBUTARY TO THE ROARING FORK RIVER' AS AN ALTERNATE POINT OF DIVERSION TO THE BASALT CONDUIT ON THE CONDITIOiN THAT THE, WELL SHALL BE OPERATED ONLY WHEN A WATER ALLOTMENT CONTRACT BETWEEN THE WELL OWNER ANTD THE BASALT WATER CONSERVANCY DISTRICT FOR THE RELEASE OF REPLACEMENT WATER FROM RUEDI RESERVOIR IS IN EFFECT OR UNDER AN APPROVED PLAN FOR AUGMENTATION. �N) THE MAXIMUMEED 15GPUMPING RATE OF THE WELL SHALL 3) THE AVERAGE ANNUAL AMOUNT OF GROUND WATER TO BE APPROPRIATED SHALL NOT EXCEED 1.5 ACRE—FEET.. 4) THE USE OF GROUND WATER FROM THIS WELL IS LIMITED TO ORDINARY HOUSEHOLD PURPOSES IN A SINGLE FAMILY DWELLING, FIRE PROTECTION, THE WATERING OF DOMESTIC ANIMALS, AND THE IRRIGATION OF NOT MORE THAN ONE ACRE OF HOME GARDENS AND LAWNS. ALL USE OF THIS WELL WILL BE CURTAILED UNLESS THE WATER ALLOTMENT CONTRACT OR'A PLAN FOR AUGMENTATION IS IN EFFECT. 5) A TOTALIZING FLOW METER MUST BE INSTALLED ON THE WELL AND MAINTAINED IN GOOD WORKING ORDER. PERMANENT RECORDS OF ALL DIVERSIONS MUST BE MAINTAINED BY THE WELL OWNER (RECORDED AT LEAST ANNUA-LLY) AND SUBMITTED TO THE DIVISION ENGINEER UPON REQUEST. 6) THE WELL SHALL BE CONSTRUCTED NO MORE THAN 200 FEET FROM THE LOCATION SPECIFIED HEREON. APPLICATION APPROVED PERMIT NUMBER '`� ®3d3 7 —74: DATE ISSUED AUG 2 8 1981 BY • • � • �Ill�ri*a��tifs� COUNTY / 9 JOB NAME JOB NO. T� D JOB LOCATION BILL TO DATEjSTARTQED DATE COMPLETED DATE BILLED { q O q {� Soi •� s �s c s' �� d o r /� e-so� s o2 .t l ° U 0/94W JOB COST SUMMARY TOTAL SELLING PRICE 'TOTAL MATERIAL TOTAL LABOR PERMIT # 870 INSURANCE OWNER: James A. and Gail A. Owens SALES TAX LOCATION: 0088 Crown Mountain Drive, Lot 4 Basalt, Colorado MISC. COSTS INSTALLER: Mickey Steele Construction - Silt, CO SIZE OF TANK: 1000 Gallons w/1000 gal. dosing tank DWELLING: 3 BR Residence r PERC RATE: ABSORPTION AREA: TOTAL JOB COST FINALIZED: 9-22-88 BY: Sid Fox GROSS PROFIT i LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT .DER printer! h U.S.A. r> i -F.AS1YF%TS- - _ - - �RO OUNTAM /:EST � , A TE A. - ? tilities Fw+��rrtnts: i • r for the install ion and maintenance of utilities A SUB perpet�,al e::_,�m�nt D/ V1 S lO N - S/ TUA � - nd drain-ioe facilities tncludtn , b+ not limited to electric line TED IN PART OF TRACT 58 �%J j� f gas lines, telephone and water Lines is reserved and dedfcated through SECT/ON ! / T s s. R. w. d str . is within this Subdivi sion private and publicreads OF T _ - with an easement hfing_fifteen• (15) et -in width aloe the exterior of THE 6T/ /. P. _ M. ll1/ THE COUNTY OF division houn�'ary line, .and; 7.5 f t in width along all side an ' >? e d rear 1` - . �4CLE t L_- - `right _ STATE . _ 4F CO L C-R- - DO -lit limes sti on ilot, t�rthes it: rrrFmuralof inbressand - c _ sic; 1 - i, -. _ �.3 _ . ,� , - - - - - - - _ - _- - - -- = - - -- -- --- - -- c n:" - - n,; . ..,. �r._ ��1.3��t Z, .�f_--��,.ance_ : -� re SaEerrent- of such Imes. All - - w��:xF,CATIO�it-wF=v'E�«itTlv�. futiD CYYFRSFf'P ---- - -- - P lines will be un&-rgro+.nd. An, time . 'he easement Is used for construction - repair or lintenance any da74c-e donc CO ;he easem w a (now all men by tnese_presents that David 8. and Kimberly Whittaker; F ent ill be replaced as _ _ y ittaker; Thomas l= and Avis V. Dorton; David J. and .. F,• Elizabeth S. F1 ri near to the }E-inal roudit-Ic,-,a, able. :his includes but eops �„* o a, �a,es R_ and Gail A. Owens; ,lames L. and Sharon S. Benda; n . - k a d Kenneth John and ,lady Elias Lindsey _ . Grit, the rrc<•f,e,ation, plan,' Vf IV trees destro yed and cleanin u� - being sole owner(s) to fee sa�pie, mortgagee or lienholder of all that real-propertyit _ c ,� "� F ! 5 F situated in Eagle County, _ o. v f.� s s Colorado, described as follows: .. �. - c -�• _ �. � .,. an e�.c .,_ dirt or rock_ , 1 _ - - - •- . ., : F 5 _. .� '�'. ��0 G}J, ^Y JV C•tt PJ E R A parcel of land t p d situated �n part of Tract 58 of Section 11, Township 8 South, Range 87 best of the Sixth Principal r�,, E:NV �`�G THE 3 vv 9 c�pa ;F _ J80 v . 5 s _ '� Meridian in the of Eagle, g State of Colorado; said parcel lying easterly of the westerly line of said Tract 58 hi ER - CF Tr:F UFO _ �!1� i' 1 ,f + _ �. _ UFO—- ..�_ J J 1 and southerly of the southerly line _ of Oreager Subdivision, being Document No. - as on file in the Clerk and F Recorder's Office of Eagle Count Colorado. Said parcel 9 Y, p cel being more particularly Described as follows:_ Beginning at the Southwest Corner of said Tract ' '' i l C C 9 58; thence N.CO 51 CO k. 1323.44 feet along the westerl line of said l _ - � A 9 Y `! Tract 58 to the True PointofBe ----- thence along said westerly tract line V.QO 51 ^----------------9-----Q' 9 Y 'CO'w. 61 .41 feet to the t ! Southwest Corner of said Creager Subdivision; thence the followingthree 3 courses aloe h - - � '" — --- �-- - ---- O g the southerly line- of said l - ; - _ Oreager-Subdivision: � I _ f - - - - - - - - - - - -_ - - -- - - - - - _ _ _ - - - _ _ _ - - F- _ - - - - - - - - - - - - - - _ _ -_ - _ - - - - - _ - Y - JL � -�� -' �-L_. _ _ _. - _ _ _ _ - - � - - � _ _ __ - - - _' -_ _ _ _ - -s_ - - - _ _ _ _ _ - _ _- _ _ _ _ _ __- _ _ .. t +t a � _ - - _ --.T - �. - - - _ - _ _ _ _ _ - - _ -fir - - - -_- __-__-__ _- � - _ - _ _ -- - - _ --_ - _ -- __ _ - - _ _ _ _ �_-_--- -- -.-__.___ -_. ____ -__ -_ _ _ ___ _ _ _ _ _. _ '- � -_ _ __�_ - __ __t_ _��_ _ _ - _ __ - - - ._ _-_ - _ _ _ _ __ _ _ - _ _ __ `s _ _ _ -_ LL - - �_ - - - _ _- _ - _ _ _ -- _ - _ - _ - - — - - .1.-- __ _ _ _ E- _ - - _ _ '. - - _ _ _ _ _ - _ - _ - - - � _. _._ - .1 - _ _ - _ - _ -. _ " - _ -_ - _ _ s_� _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ - _- _ -sa�.� _ F � -' _ _ . _ c - �a-�-_ s _