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HomeMy WebLinkAboutBond RR Yard - 168916400004INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Eagle County Department of Environmental Health PERMIT N® 0862 P.O. Box 850 - 550 Broadway Eagle, Colorado 81631 Telephone: 328=7311 or 949-5 25 7 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: The Denver & Rio Grande Western Railroad Company Telephone: (303) 595-2443 Address: P. 0. Box 5482 Denver, CO 80217 System Location: Bond. Colorado of h Installer: Byron W. Kelly Phone (303) 595-2443 License Number: CPAQuJ kc(L 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: Install one nPw l Par.h fi a1 d ;is per engineered plans and use exi sti pg—1 ga-ch field for emergency back-up only. This permit approved for 34 residents only - not aoprnvPd fnr commercial or hotel use. Date: August 5, 1988 Environmental Health Officer:_' ` 1 Sid Fox CONDITIONS: 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 and cause 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: SO. FT. INSTALLED SEPTIC TANK: 2-16(2 GALLONS; _1-! D GREES; N� FEET DESIGN ENGINEER OF SYSTEM: & )u'y a INSTALLER OF SYSTEM: `C'IL SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR AERATED ACCESS PORTS ABOVE GRADE: PROPER MATERIALS AND ASSEMBLY: COMPLIANCE WITH PERMIT REQUIREMENTS: COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREM COMMENTS: e-e c,�) � I'-e (a - PHONE:. YES V NO YES LINO YES % NO PTS: YES �NO v,rt A i 0 5P e< 7 r7 )A/ (Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) l f DATE (Final Approval) 1��- —SkENVIRONMENTAL HEALTH OFFICER: DATE (Re -Inspection) 10 - ENVIRONMENTAL HEALTH OFFICER: Sip ,T RETAIN WITH RECEIPT RECORDS PERMIT Name of Applicant: Denver & Rio Grande RR Co. Name of Owner: Same Amount Paid: $275.00 Receipt Number: 190 Date:7-28-88 Cashier: _ 0 . Brophy Check # 290525 White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 j�(j�, 3��_ 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: The Denver & Rio Grande Western Railroad Company MAILING ADDRESS: P. 0•. Box 5482,Denver.CO 80217 PHONE: 303 - 595-tax 2443 NAME OF APPLICANT (If different from owner): same ADDRESS: PHONE: DESIGN ENGINEER OF SYSTEM (If applicable): Daniel S. Brown c/o Black & Veatch,Engineers-Arct ADDRESS: 1400 S.Potomac St., Ste. 200-Aurora,CO 80012 PHONE: 303 - 671-4200 PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: Byron W. Kelly LICENSED INSTALLER: ( ) YES NO ADDRESS: Same as above PHONE: 3o-j_595-244j PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION (x ) ALTERATION ( ) REPAIR • LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: Bond Colorado Parcel Number: Lot Size: Legal Description: NE of NE e.. 21 and S. of SE 1-4of Sec_ 16, T 25, R83W BUILDING OR SERVICE TYPE (Check applicable category): Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex (x ) Commercial (Type)Railroad Switching Yard ( ) Residential - Triplex NUMBER OF PERSONS: 34t NUMBER OF BEDROOMS: 17t WASTE TYPES Check applicable categories): Commercial or Institutional _ (x) Dwelling ( ) Non -Domestic Wastes (x) Transient Use (x ) Garbage Disposal (x) Dishwasher (x ) Automatic Washer ( ) Spa Tub ( ) Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: x 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 (x) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ( ) YES (x) NO WATER CONSERVATION PLAN: ( ) YES (x) 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: (x ) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: 50' Deep @ 200' From System If supplied by communiy water, give name of supplier: N/A • SIGANTURE: c-�'S st%lsyl�iil',✓� DATE: INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope Depth to Bedrock (Per 8' profile hole ___ Depth to Groundwater table 1L1 RESULTS: TS . Minutes n ites !'gar inch h i n Hole # 1 SUlL PERCOLATION TEST RCJUL i J : �U `,; r` C 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 ( ) Other G(-#- -Z90 S 2 S AMOUNT PAID: �9' . 00 RECEIPT NUMBER DATE:,"�S'S NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. (Environmental Health Dept. - Rev. 4/88) Lori Siefers From: Ray Merry Sent: Tuesday, August 16, 2005 9:51 AM To: 'DEMADDOC@UP.COM' Cc: Lori Siefers Subject: Bond wastewater facility Thanks, Doug. Your letter is exactly what I needed to authorize the mobile home hook up for the McCoy's mobile home to the existing wastewater facility which states the sewer system has the capacity to serve this mobile home. I'd like to get some sort of current site plan and inventory of the units that are there and create a stream -lined mechanism for the addition or replacement of dwelling units on this property. As you know, the sewer system is of limited capacity which appears to be for 34 residents according to our record. Whether or not this is a good number or not depends on monitoring of the system's use, perhaps evaluating water use during the winter months when no irrigation is expected to be happening. I understand you would like a letter describing what we have in our file? It may take a week or so to reproduce but I think you should have a copy of the contents of ISDSfle`# �8"62 issued on August 5, 1988. The permit was for a new leach field (allowing the use of the old one in emergencies only), not approved for commercial or hotel use. There is no mention of tanks being added under the permit, however the final inspection conducted under the aforementioned permit was done in two steps, one to approve covering the tanks on October 11, 1988 and the leach field inspection occurred on October 19, 1988. The final inspection mentions 2 - 1,500 gallon tanks. I'll review the site plan and attempt a summary of what I believe to be there and what I believe to be a reasonable capacity. Do you maintain this system at a certain frequency? Please remind me of the history that must have pre -dated our local permitting program or which may have fallen under State review and permitting. As I recall, there was a State approved wastewater system and continues to be a public water system (for which I received your emailed monitoring plan - thanks) which served a lodging facility that included a kitchen. I'm not clear regarding the status of what the state believes is there relative to the wastewater system. Raymond P. Merry, REHS, Director Eagle County Environmental Health P.O. Box 179 Eagle, CO 81631 (970) 328-8757 (970) 328-8788 (fax) ray.merry@eaglecounty.us -----Original Message ----- From: DEMADDOC@UP.COM [mailto:DEMADDOC@UP.COM] Sent: Tuesday, August 16, 2005 8:30 AM To: Ray Merry Cc: JRSPROUS@up.com; maddog@rof.net; DEMADDOC@UP.COM Subject: Bond Water (See attached file: Eagle County.doc)(See attached file: l.doc) 1 "M ! r0TP,_,,8 00 4 COLORAOO OEPARTMENT OF HEALTH Richard D. Lamm ` Frank A. Traylor, M.D. Governor \) 8 7 6 Executive Director May 16, 1983 Denver & Rio Grande Western Railrr, P . 0. Box 5482 3,. Denver, Colorado 80217`� Re: Annual Inspection of Water` lima :eatment Facilities, NPDES Permit r a Count Dear Sirs: Enclosed are your copies of the abov1 °�-- ons per- formed on April 27, 1983. During the inspec- ! f $e e, :ms were noted and need to be brought to your attention:' " Water Treatment Facilities: 1. You should obtain a chlorine test kit capable of measuring "free chlorine residual" in order to maintain the 0.2 mg/1 residual required by the State. 2. The integrity of the sanitary seal should be checked. 3. You must have the ability to chlorinate the "old well" (240 feet) if it is used as a backup well. ` Wastewater Treatment Facilities: 1. You should establish a wasting schedule for the plant to control the amount of solids in the system. Run a 30 minute settleometer test to determine solids inventory. 2. Check the effluent pump station (old Imhoff tank) for solids buildup and pump out as necessary. r # 6urntd �— y euoyd .00 1d�1 aJ W01j, 01 ed 4;Q ,w(3 LL9L 910N xe3 A -;sod 125 NORTH 8TH STREET, GRAND JUNCTION, COLORADO 81501 - PHONE (303)245-2400 T00'd 882_88820L8:81 GXM/3Hd0D:W0dA 00:0T T002-60--►nr M G • �J90 Pl1 [V=I l 1 INM A1.IV1 IUJ =1 I7J4= • Ul N=:] • U 6 114UN 11VUG-0- 11 Il Denver & Rio Grande Western Railroad May 16, 1993 Page 2 Thank you for your time and cooperation. If you have any questions, please call me. Sincerely, FOR DIRECTOR, WATER QUALITY CONTROL DIVISION Richard H. Bowman, P.E. West Slope District Engineer Supervisor RHB/zp cc: Erik Edeen, Eagle County Sanitarian Drinking Water Section Water Quality S.taff.. District Engineer File artm ptziPP73smir-_n1 G.i+�i_r-J! _- m i a rM-MT TMM=)_cra_-Inr V •ziJVO ill IV7r7 1 II11.Z1 e%-U 41 lu-. zi IJVO •Ll. NV05 -KJ k 1`iUIN PUU(---0- II Il Y -- 0 RAW SEWAGE Permit, Part I w1varit Sample Page 17 AIR COMPRI;SS`Collection Point Permit No. CO-0041114 ELECTRICAL PANEL POWER FAILURE ALARM AU7omxrm SAMPLER J SLUOBE Cl•A�tF1C , �.� CQLL£r.T< NATIGN it TAI tits 1•_ �I t pRiMl`! PUMP Effluent 3ampt4, Collection flolyd ��.... SUMPaPUMP TO LLACH FIELD ".r. PROPOSED DISCUARGE LINETQ RIVER 6rxs. - ;Q . 5T Iow water ;7' higk avatar �,�'•• , , ,+�a�. *++,,,jFlot! Alarm�tjlstancra io rivet) • +GA,� �uw pow) L & SON D FIGURE 2 Eagle County C C ) t_._ BOND WA.STF-WATER TREATMENT FACILITY SChern�,t iC 1 f - 2Q• 8? i-iovi H RR) RRRS'GU R :n 1 A) 17) -A) R-M) A MrA tMT TrhM=-C:M--lnr+ Rio-Gran7e THE DENVER.ANLi RIO GRAIVDE WESTERN 'RAILROAD COMPANY RECEIVED C.J. BURROUGHS December 23, 1988 P.O. BOX 5482 CHIEF ENGINEER � DENVER, CO 80217 Carol A. Wehrkamp AVL of Comm. 0ev: Water Quality Control Division c0 815 Colorado Department of Health 4210 East filth Avenue Denver, CO 80220 RE: Discharge Monitoring Reporting Exemption Request Permit No. CO-0041114/Eagle County Dear Ms. Wehrkamp: On March 1, 1987 the train crew lodging facility at Bond was.closed. This lodging facility was the major source of flow to the treatment plant permitted as referenced above. As a result of the decreased flow through the treatment plant and the plant's relatively high maintenance -requirements we made application to Eagle County to install an engineered septage system of sufficient capacity to handle present and anticipated future flows of existing residences. On August 5, 1988 Eagle County issued Permit #0862 for the planned- septage system and construction began October 1, 1988 and was completed with final approval by Eagle County on October 20, 1988. All flow was diverted to the new system on October 20 and work began to deactivate the existing plant shortly thereafter. The new septage system is a parallel system to the existing plant and the design allows us to bring the existing plant back on line should the lodging facility ever be reopened. We request that your Department grant an exemption from the monitoring requirements of the current discharge permit until or if plant is reactivated. Attached you will find the Discharge Monitoring Reports for our facility at Bond for the months of September, October, and November of 1988. Also attached is a copy of the Eagle County Individual Sewage Disposal System Permit #0862 for the newly installed septage system. We would appreciate your assistance in this matter. If you should have any questions concerning this letter please call either Lanay Fjeldahl at 595-2444 or Byron Kelly at 595-2443. Sincerely, cc: U.S.E.P.A. %gagle County Department of Environmental Health BLACK &V E A T C H ENGINEERS -ARCHITECTS The Denver & Rio Grande Western Railroad Company Bond, Colorado, Septage Facility Eagle County Environmental Health Department 550 Broadway P. 0. Box 179 Eagle, Colorado 81631 Attention: Mr. Sid Fox Gentlemen: TEL. (303) 671-4200 DENVER REGIONAL OFFICE 1400 -SOUTH POTOMAC STREET -SUITE 200 AURORA, COLORADO 80012 B&V Project 14736 B&V File G-1.0 June 30, 1988 JUL 0 5 88 Enclosed for your review are one copy each of: a) completed Eagle County Percolation Test form; b) preliminary design calculations; and c) preliminary plan and profile drawing of the Bond, Colorado, septage facility. As the calculations show, the 3,000-gallon septic tank, seepage beds, and connecting pipes have been designed for a maximum of 34 residents at an average wastewater flow of 60 gallons per day per resident. The average soil percolation rate has been calculated at 18.5 minutes per inch and the soil profile consists of silty sand. We have requested an application for permit and will submit the completed application as soon as possible. Please review the enclosed information and return the package to us with an approved permit and/or any comments. Very truly yours, wcb Enclosures cc: Mr. Byron W. Kelly D&RGW Railroad Company v PERCOLATI11`1 PEST ENVIRONMENTAL HEALTH DEPARTNENT Eagle County FEE: $50.00 ISDS APPLICATION ;20. OWNER: Flo LEGAL DESCRIPTION: ivy y¢ . SEG_ 2! , 7 Z S_ g3 4)_ '� S y4, SSG 16 ,7 Z �_ . Q a3W RURAL. ADDRESS : BAND. owco TYPE OF DWELLING: COW y Mll" dP NUMBER OF BEDRCC'•1S: 34 t'�X ft�Si WT DATE OF PERCOLATION TEST: TYPE OF SOIL: TEST HOLES PRE-SOAKED: YES NO I�' 10-W 13_33 1z1w 141z i• BLACK & V EATC H CONSULTING ENGINEERS KANSAS CITY DALLAS DENVER ORLANDO SUBJECT n c tAj" ( . DAT Lill � 1g V SET UP BY VIA WORK__ r�_ sbrTacc racfurr COMPUTED BY J CHECKED BY L PAGE NO. � OF � PROJECT No. " FILE No. k6160 %Uk)/Ztffl& TA-k srlc _ oI Cwu Tv , lwii U)U014 w, tOTAL UIDV4 OuTflr (W N Tz _ 34- Pr bP(,t; - U K 11 @ NC1G(. � PPOIC FTN , = 6d �%4 1.04b (APO I'M IF 4.07_b( , (fTIPTIblj lltqE ,1,, 30 Rbui � 7L1 f Cs ( 30, ) , , Ti'� }� �b L - _ L , - ta�ltti j7 L) J71/ 4AL - AGAiNS"I tn� 4 , t 31 - M)- (I13-0 I, = 34 w5b g<- ftv h-m ~ 6 ucuM5 46PTI c Tmr- libG- = I -LT 4AL -t ((i-4)"b bt 3A VL CEP f l c- T*K OU-- AVOuTibN Af[n kLi'v - PE2 f 4.06.o(, 4) A = % 4—T) b/ Tao = lg_� m% z A = TP+o G?D/G E 4;S FT- , Wr fbk $) 1Nj*- t XM ( %6ftG ( 4j ray 1-3 g y=foIjA 1l5� Fi) L fps p- Z4'X Ib0'-wcf. riff S 0A. July 21, 1988 Eagle County Environmental Health Office 550 Broadway P. O. Box 179 Eagle, Colorado 81631 Attention: Mr. Sid Fox: Gentlemen: Enclosed for your review is a completed application for individual sewage disposal system permit (No. 3221) including a check for the amount of two hundred and seventy-five dollars ($275.00) for the cost of the permit application fee and the percolation test fee. Also included with our permit application is a plan and profile drawing of the Bond, Colorado, septage facility. Per our telephone conversation with you earlier this week I have asked Dan Brown of Black and Veatch to prepare a letter confirming the proposed use of the existing leach field instead of replacing it with a second seepage bed as shown in the attached drawing. The end of the perforated pipe in the existing field will be excavated and a capped riser will be attached. Also, a riser will be installed at a "T" in the end of the new seepage bed. The use of the fields will be alternated on approximately a yearly basis using the three way plug valve shown in the drawing. Lastly, the septic tank will be inspected approximately every other week by our water service personnel and pumped as required. Should you have any questions concerning this application, please call Mr. Byron Kelly at 595-2443. BLACK & VEATCH ENGINEERS —ARCHITECTS The Denver & Rio Grande Western Railroad Company Bond, Colorado, Septage Facility Eagle County Environmental Health Department 550 Broadway P. 0. Box 179 Eagle, Colorado 81631 Attention: Mr. Sid Fox Gentlemen: TEL. (303) 671-4200 DENVER REGIONAL OFFICE 1400 -SOUTH POTOMAC STREET- SUITE 200 AURORA, COLORADO 80012 B&V Project 14736 B&V File G-1.0 July 21, 1988 A 4 RECEIVED JUL 2 5 88 got. of Comm. Dw CQ 81631 x r This letter concerns the proposed septage facility at Bond, Colorado, for the Denver & Rio Grande Western (D&RGW) Railroad Company. As you have discussed with Byron Kelly, the D&RGW Railroad Company would prefer to install only the leach field to the east and utilize the existing 4-inch tar paper leach line as a backup. The D&RGW Railroad Company is concerned about excavating for the second leach field between the existing tracks, and substituting the existing leach line for the second leach field will save the D&RGW Railroad Company approximately $5,000. We have reviewed our design calculations and have found the D&RGW Railroad Company proposal to be acceptable. Each proposed leach field has been designed for the entire design flow, and the single leach field should be able to dry out between crew visits. We have checked elevations and the top elevation of the existing 4-inch leach line in the vicinity of the proposed connection matches the invert elevation of the proposed leach field laterals. As you suggested to Byron, we will install a vertical cleanout at the end of the existing leach line and at the end of the proposed leach field. The connection to the existing 4-inch leach line can be accomplished with a 6 by 4-inch reducer and a hose clamp. BLACK &V E A T C H Eagle County Environmental Health Department B&V Project 14736 Mr. Sid Fox 2 July 21, 1988 The D&RGW Railroad Company will not hesitate to install the second leach field if the first leach field overloads or the existing leach line fails. If you concur with the D&RGW Railroad Company proposal, please contact us and we will revise the drawing accordingly. . Very truly yours, wcb Enclosures cc: Mr. Byron W. Kelly D&RGW Railroad Company B LACK & VEATCH ENGINEERS— ARCHITECTS The Denver & Rio Grande Western Railroad Company Bond, Colorado, Septage Facility Eagle County Environmental Health Department 550 Broadway P. 0. Box 179 Eagle, Colorado 81631 Attention: Mr. Sid Fox Gentlemen: TEL. (303) 671-4200 DENVER REGIONAL OFFICE 1400.SOUTH POTOMAC STREET -SUITE 200 AURORA, COLORADO 80012 B&V Project 14736 B&V File G-1.0 June 30, 1988 JUL 0 5 88 Enclosed for your review are one copy each of: a) completed Eagle County Percolation Test form; b) preliminary design calculations; and c) preliminary plan and profile drawing of the Bond, Colorado, seppage facility. As the calculations show, the 3,000-gallon septic tank, seepage beds, and connecting pipes have been designed for a maximum of 34 residents at an average wastewater flow of 60 gallons per day per resident. The average soil percolation rate has been calculated at 18.5 minutes per inch and the soil profile consists of silty sand. We have requested an application for permit and will submit the completed application as soon as possible. Please review the enclosed information and return the package to us with an approved permit and/or any comments. Very truly yours, web Enclosures cc: Mr. Byron W. Kelly D&RGW Railroad Company is •qNt�> /Pot /cE %>.Q.�✓/•,/G di✓// TT �D FRo�I a�r2 P,PEvia uS 7;e41✓-S'1/ /7 7W47- A1,4S /NADU i �✓TL Y BLACK & V E A T C H ENGINEERS —ARCHITECTS The Denver & Rio Grande Western Railroad Company Bond, Colorado, Septage Facility Denver & Rio Grande Western Railroad Company P. 0. Box 5482 Denver, Colorado 80217 Attention: Mr. Byron W. Kelly Gentlemen: TEL. (303) 671-4200 DENVER REGIONAL OFFICE 1400 SOUTH POTOMAC STREET -SUITE 200 AURORA, COLORADO 80012 B&V Project 14736 B&V File G-1.0 August 5, 1988 P fi RECEIVED AUG 0 9 "v. of Comm, u°v, co aml _ ro' Enclosed are eight final copies of the plan and profile drawing for the Bond, Colorado, septage facility. We have addressed the Eagle County comments regarding operation of the facility and your comments regarding the continued use of the existing leach line. We are forwarding two final copies of the drawing to Eagle County by copy of this letter. If you will contact us when construction begins, we will schedule a site visit. Very truly ours, AC&CH a wcb Enclosures ��cc: Mr. Sid Fox, w/enclosures (two copies) ROUTE FORM EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE R0.CLU-Ca Name Compare 7-28- � T -3221 Date Routed Bond , Application No. L cation 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:. NIA 100-00* 1.00000, COMMENTS: 0�- ��' ..& BUILDING: Complies with - Building Permit Applied For: Building 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: I.S.D.S. Regs. Compliance: Recommend Approval: I . n /! _ Doug Maddocks Union Pacific Raiload 210 West 8'h- St. glenwood Springs, Colorado 81801 August 23, 2001 Mr. Ray Merry 500 Broadway Eagle, Colorado 81631 Dear Mr. Merry; In a conversation with Mr. Lawrence Cordova, manager of Bond for the Union Pacific Railroad, he informed me that the number of permanent residents does not exceed (25) twenty five people. I hope this information is adequate to move forward on the trailer spot permit for Paul Rogers, signal dept. employee for the railroad. Sincerely, Doug Maddocks c thS cJl N I--- -�,N Q W w C 0 G Za Q C Q Cli 1(l--•� • R 1 `vim 'r _ T OC% �\ So 0 7 0 lqq 73IbOO ogr J10- 3 77,11i Ile KA - J-74 7, 7i 60 7011 Zo 7 1 V C40 Z075 yzvo J-OYP 60 1 12477130Q. DAB 20 50 05. VOW - 19 TOO)- 3hil 09 I Union Pacific Railroad 210 West 8th. Street Glenwood Springs, Colorado 81601 Email: DEMADDOC@—up.co August 16, 2005 Ray Merry Eagle County Department of Health P.O. Box 179 Eagle, Colorado 81631 Email: Ray.Merry@eaglecojmjy.us Dear Ray Merry : Per your office's request to keep the permit process for Holly and Kelsey McCoy moving, for your information the total number of full time residents in the town of Bond, Colorado does not exceed the maximum of (25). If your office requires anything further, please don't hesitate to call. I will attempt to send this as an email with a copy to follow via U.S. Mail. Regards, Doug Maddocks Union Pacific Railroad Phone: 970-948-7035 Enclosures (2) co �K��C .-E5 - S �Ilkcb— �cQ Union Pacific Railroad 210 West 8th. Street Glenwood Springs, Colorado 81601 Email: DEMADDOC@up.com August 16, 2005 Ray Merry Eagle County Department of Health P.O. Box 179 Eagle, Colorado 81631 Email: Ray.Merry@eaglecounty.us RECEIVED AUG 1 2005 ENVIRONMENTAL HEALTH DEPARTMENT Dear Ray Merry : Per your office's request to keep the permit process for Holly and Kelsey McCoy moving, for your information the total number of full time residents in the town of Bond, Colorado does not exceed the maximum of (25). If your office requires anything further, please don't hesitate to call. I will attempt to send this as an email with a copy to follow via U.S. Mail. Regards, Doug Maddocks Union Pacific Railroad Phone: 970-948-7035 Enclosures (2) 1.12 Monitoring Plan Each public water system shall develop and implement a monitoring plan. The public water system shall maintain the plan and make it available for inspection by the Department. The monitoring plan shall be designed and implemented to ensure that the water quality monitoring performed by the system is representative of the water distributed to consumers and is consistent with regulatory requirements of the Colorado Primary Drinking Water Regulations. In accordance with section 1.12.2 each public water system is required to submit two copies of the monitoring plan to: Colorado Department of Public Health And Environment Water Quality Control Division ATTN: Public Water System Monitoring Plan Coordinator 4300 Cherry Creek Drive South Denver, CO 80246-1530 1.12.1 Monitoring Plan Required Elements Each public water system's monitoring plan shall include the information specified in Sections 1.12.1(a) - (e), except that, one schematic may be sufficient if that schematic includes all sources, treatment processes and distribution system details as specified in sections 1.12.1(b) — (d). The monitoring plan consists of five parts: (a) Part 1 - System Summary: Identify the public water system and provide all of the following: (1) The Colorado public water system identification number (PWSID); PWSID # ... CO-0119152 (2) The full name of the legal entity (that is, the owner of the system. For example, the name of a corporation, LLC, partnership, sole proprietor, HOA, etc.); Owner: Union Pacific Railroad (3) The legal entity's address; Address: 1400 Douglas Street Omaha, Nebraska 68179 (4) The name of the legal entity's authorized contact person(s) responsible for the development and implementation of the monitoring plan (if other than the owner); Manager: John Sprouse (Manager Bridge Maintenance) 400 West B Street Pueblo, Colorado 81003 Phone: (719) 549-6232 Operator: Doug Maddocks (Water Service Lead Journeyman) 210 West 8th Street Glenwood Springs, Colorado 81601 Phone: (970) 248-4277 (5) The telephone number of the legal entity or the legal entity's authorized monitoring plan contact person; Doug Maddocks Phone: (970) 248-4277 Cell: (970) 948-7035 (6) The system's classification (that is, community, non -transient, non -community, or transient, non -community); The systems classification is that of a community water system. (7) The total population -served by the system, by population type (that is, the total of resident, non -transient, and transient consumers); The water distribution system consists of 15 taps and the intended use is for Railroad employees and their families (approximately 16 to 18 full time residents) with a transient population that varies depending on the number of train crews and other personnel currently working in the area. (8) The physical addresses of all system facilities (including master meters) and the latitude and longitude of all facilities, The physical address is: Bond, Colorado ; a small railroad town 17 miles north of Wolcott, Colorado located on highway 131. The latitude and longitude for the well at Bond are: North 39 degrees 52.443 feet West 106 degrees 41.373 feet (9) The physical location of all records required by section 1.6.3. The physical location of the required records.is: Union Pacific Railroad 200 South West Avenue Rifle, Colorado 81650 (b) Part 2 - Water Sources Details: Identify all water sources capable of being used by the system, (i.e., those connected by conveyances, whether currently producing or not) and a schematic, diagram, or sketch depicting how the flow from each source is connected to the treatment processes and the distribution system. There is only one water source used by the system. That is the current well # 001 (c) Part 3 - Water Treatment Details: Provide a summary of the system's operating characteristics, including a schematic of all treatment processes and their associated temporal utilization that was assumed in the design of the monitoring plan (e.g., use of peaking facilities, alternative water sources, maintenance schedules that take facilities off line, etc.). This is a relatively small system producing an average of 1500 — 2000 gallons per day. Because of its simple design, there is no peaking facilities, alternative water sources or a need to plan for taking the facilities offline because of the available 100,000 gallons contained in the storage tank which enables the system to be shut down for extended periods of time. Treatment is accomplished with chlorine gas for disinfection and two 1 micron bag filters. (d) Part 4 - Distribution System Details: Provide a schematic of the distribution system identifying: (1) All entry points to the distribution system; There is one entry point — well #001 (2) All post entry point treatment facilities; Water is treated at the well head only (3) All storage facilities and other finished water reservoirs; The system has a 100,000 gallon insulated steel water tank which was refinished on the inside in 1990. (4) All distribution system monitoring points; All samples are taken from a tap at the well. Chlorine monitoring samples are taken at the end of the distribution system; usually at the Union Pacific Railroad depot. (5) Any master meters; There is one master meter located at the well. (6) All pump stations. The 1 h.p. submersible well pump does all the pumping for the system. (e) Part 5 - Individual Rule Sampling Plans: Each sampling plan shall meet all requirements of the respective provision, including: (1) Frequency and approximate time of collection; Because of the remote location of Bond Colorado, sampling occures once a week usually on Monday or Friday in the morning hours. (1) Sample site location identification and associated identification number; The designated location is the well ... #001 (2) If appropriate, justification for the site selection; (3) Sample preservation, quality assurance, and quality control procedures, including procedures for equipment calibration; Sampling and quality control are as instructed by the testing lab. (4) Analysis procedure (certified laboratory or on -site by a party approved by the Department); All of Union Pacific's drinking water testing is currently being done by Evergreen Analytical. (5) Monitoring results presentation format; The results are reported by Evergreen Analytical. (6) Procedures to assess and report compliance status for MCLs, ALs, MRDLs, TTs and, if applicable, disinfection byproduct precursor removal efficiency; The procedures to assess and report compliance is accomplished by use of the CDPH&E's web site. Chlorine residual is tested by a newly purchased Hach Pocket Colorimeter 2 testing instrument and reported quarterly. Total HAA5 and TTHM's are tested and reported yearly in August. (7) The rationale used by the system to identify the sampling locations selected to represent the distribution system, The locations were selected mainly due to being at the physical end of the system for chlorine residual testing and at the well for other required sampling. (8) A process to review and update the selected distribution system sampling locations to account for changes due to growth or other significant changes to the distribution system. The distribution system has the same engineering characteristics as installed in the 1940's and no growth is planned. 1.12.2 Monitoring Plan Submission Requirements (a) All Public water systems must submit Sections 12.1.11.12.1(a) through - (d), which correlates to Parts 1 — 4 of the monitoring plan, to the Department according to the following schedule: (1) Systems using surface water or groundwater under the direct influence of surface water, serving a population of greater than 10,000 persons - no later than April 10, 2002, or ten (10) calendar days following the end of the first required monitoring quarter thereafter. (2) All groundwater systems serving a population of greater than 3,300 persons, and all systems using surface water or groundwater under the direct influence of surface water serving a population of greater than 3,300, but less than 10,001 persons and using a disinfectant in their treatment process no later than April 10, 2004, or ten (10) calendar days following the end of the first required monitoring quarter thereafter. (3) All other community water systems no later than April 10, 2005, or ten (10) calendar days following the end of the first required monitoring quarter thereafter. (4) All other non -community water systems no later than April 10, 2006, or ten (10) calendar days following the end of the first required monitoring quarter thereafter. (b) Section 12.1.11.12.1(e), which correlates to Part 5 of a public water system's monitoring plan, must be submitted to the Department according to the requirements as may be stipulated in Articles 5, 6, 7 and 8. 1.12.3 Monitoring Plan Revisions A public water system is required to submit any changes related to the monitoring plan under Sections 12.1.11.12.1(a), (b), (c), (d) or (e) to the Department within thirty (30) calendar days following the effective date of the change. 1.13 Guidance Documents and Policy Documents 1.13.1 Guidance Document Availability (a) The Department has developed guidance documents designed to assist public water systems with understanding the regulations and to explain the specific requirements systems must meet to maintain compliance. (b) Copies of the available guidance documents may be obtained by requesting them from the Department at: Colorado Department of Public Health and Environment Water Quality Control Division 4300 Cherry Creek Drive South Denver, Colorado 80246-1530 Guidance documents are also available on the Department's Internet website at the following address: www.cdphe.state.co.us. Mr. Erik W. Edeen, R.P.S. Environmental Health Box 811, Eagle County Court House Eagle, Colorado 81631 Dear Mr. Edeen: Your letter of January 12, concerning the sewage treatment facilities for the Railroad buildings at Bond, Colorado, and the telephone conversation with Mr. Smades on December 27. We plan on starting work on the new leaching field by February 1, and should be completed by February 15 if weather does not become too severe. Yours very truly, cc: Mr. Roger H. Smades, P.E. District Engineer State of Colorado, Department of Health Water Pollution Control Division 4210 East llth Avenue Denver, Colorado 80220 M24 ENVIRONMENTAL HEALTH THE DIRECT CENTRAL TRANSCONTINENTAL ROUTE Denver and. gio Orande western Railroad CoqAny Po Do, W. x 5482 Pe-vivess Colorado 80227` Rot File 341,1 Near Mro Warm We were pleased to learn thatthe G lova4o State D"apamen. of Health has also ppV*Ved of your pxVosed awage treatmmt facilities* for your bui dioss at Bonds Colorado. WO vQa_ the uc! ,�Lou is difficult It the. winter months but to keepour current reirords up to date we would oppr iate a teat_ AtivQ start Of cQAVW %ACtiQO date And completion date for the sae treatment facilltieso Sincerely, Enviroment*1 Health EWE/bw CC$ P-0V SM40040 ktzo# smote Health r nt 0,* Jm Vievanas, Chief# MLIk Food and Drop, section File w.ATE OF COLORADO DEPARTMENT OF PUBLIC .HEALTH 4210 EAST 11 TH AVENUE • DENVER, COLORADO 80220 PHONE 388-5801 R. L. C LE E R E, M. D., M. P. H., DIRECTOR December 23, 1971 Mr. E. H. staring, Chief Engineer Donver s Rio #rands Rai l read Company P. £l. box 5482 Danger, Colorado 80217 Re: Site location application for sewage disposal facilities Dear Mr. haring: This is to inform you that approval is hereby given to your appli- cation for location of a sewage disposal system to be located at bond, Eagle County, Colorado. This is for the hotel deepot, six houses, and existing house. This approval does not relieve ieeve the owner from compliance with all county, r ulations prior to construction of the system nor from cespohsl,411ity for proper onginee+riseg, construction, and operation of the, falci l i ties. The propossd evaporation _ basin MUS t be located at l esas t a M i n i mUM Of 50 feet from the high water i i ne of the river. This letter of approval should he retained in your permanent records. Very truly yours, FOR DIRECTOR, WATER POLLUT i OR CONTROL DIVISION Roger H. Secedes, P.R. District Engineer RHS:mgc cc: Mr. Erik Edson', Sanitarian, Eagle County December 21, 1971 xro R* H* Waring# Chief Engineer Denver and Rio Grande uilroad co,* ?* 0* Box 5482 Denver* Colorado 80217 Dear Mrs Waring: I received your application and plans for the sewage disposal system for the Bond facilities* Which includes the rating Housev six dwellings and the depoto I have approved the application and am recommending to the state Water Pollution Board that they approve your proposed fac-ilities with the following conditional The effulant will be transported from the Envirougard Z-150 to the evaporation bed via an adequate distribution system. The perforated leaching lines must be spaced no greater tbas 6 feet appart or an equivalent approved method should be used to distribute the effluent throughout the bed' The single perforated pipe shown an the plans appears to be part of the existing system and would not distribute effluent throughout the evaporation bed area* If You have any questions Please contact me at 476-5600 ext,29j, Monday through Friday from 8#00 to 9soo Am* Sincerely, Erik W4 zdeen* R.?'S' Environmental health EWE / bw cc** RO&Gr SOOdOAP State Health Department 0, Jo Wiwannp State Health Departamt File Notat Aed area shot4ld be filled with at I"st eighteell inches of fill material to prevent freezing of djstrjbutjonlines. COLORADO DEPARTMENT OF HEALTH Water Pollution Control Division 4210 East llth Avenue Denver, Colorado- 80220 APPLICATION FOR APPROVAL OF LOCATION FOR SEPTIC TANK SYSTEMS Applicant (Owner): The Denver & Rio Grande Western Railroad Company Mail Address: P. 0. Box 5482 Ci ty: Denver Phone: 222-5533 A. INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW: 80217 Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable buildings, location of potable water wells, soil percolation test holes, soil profiles in test holes. (�. Location of Facility: County iEF ArfrLfit- City or Town 8bN� Legal Description NE4, Sec. 16 & NW4, Sec. 21 Lot Size: Type of area and facility - Number of persons served: Hotel Subdivision :MRW VariesRestaurant Varies Trailer Court Other: Six dwellings and Depot. All for R.R. Co. personnel. Source of domestic water: Public (name): Private: Well X Depth 96' Other Depth to first ground water table 18'— Well sealed to solid reck at 43'. 4. Is facility within boundaries of City or Sanitation District: It-0 If so name: Ai0y E 5. Distance to nearest sewer system: Have negotiations been attempted with owner to connect: ��� If rejected, give reason: /-�44 6. Rate of absorption in test holes in minutes per inch of drop in water level after holes have been soaked for 24 hours: 011'/A 7. Name, address and telephone of person who made soil absorption tests: Name, address and telephone of person responsible for design of the system: E. H. Waring, Chief Engineer, Box 5482, Denver, Colo. 80217, 222-5533 Est. bid opening date: Est. Completion Date: Est. Project Cost: Date: December 14, 1971 Signature of Owner i ' Y MPAN 7z �Q.:. �41 rr • P. O. BOX 5482 E. H. WARING CHIEF ENGINEER DENVER, COLORADO 80217 December 14, 1971 File: 341.1 Mr. Erik W. Edeen, R.P.S. Environmental Health Eagle County Court House Eagle, Colorado 81631 Dear Sir: Enclosed are Application for Approval of Location for Septic Tank Systems, together with prints of Bond, Colo. 'showing location of facilities and typical location sketch of proposed Invirogarde E 150 treatment system. We propose to level out an area of 18,000 sq. ft. over the area now occupied by the leaching field, place 4 mil, polyethylene film over the entire area and cover with one foot of clean volcanic ash. The water meter reading, etc, for this location show average fluid we can expect into the evapo- ration basin of 3000 gal, per 24 hours, At an estimated evaporation rate of 0.35 qt, per square foot per day, the basin should evaporate 6300 gal. per day. Please advise if this plan meets with your approval. Very truly yours, J DEC 171971 ENVIRON'MI E`dTAL HEALTH_ k /z S� P-11, K !� E-116 11 r s. 5F` k j Eh�royarWe Stcc�/o � J�s I rlsP�, o fl _E 4 x VVL JOB NAME, _ The Denver Rio Grande � 40B Na Bond Colorado 1 A/'ATInm N'70 as- os BILL TO /p /J/ / / 1 V � me AIL !/l i� G.r%� Ii" DATE STARTED DATE COMPLETED j DATE BILLED D �' 7pv✓ a : �i 13 7y8 LY. A,0 e Gt S vS c w Pam✓- (fin $ k),- Alq- c; " All JOB COST SUMMARY nt v/405 addod 6) op l� '0Qd TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR V94�il(ad `eh-.,Q O/U- 111� INSURANCE n _ SALES TAX MISC. COSTS Cb TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product278 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 Jig PERMIT # 862 OWNER: Denver Rio Grande 4-destern Railroad Company (Permit applied for by'Byron W. Kelly) LOCATION: Bond, Colorado INSTALLER: Byron W. Kelly SIZE OF TANK: Two 1500 gallon tanks DWELLING: Railroad switching yard PERC RATE: Per engineered plans ABSORPTION AREA: Per engineered plans FINALIZED: 10-19-88 BY: Sid Fox INSTALLATION PICTURES IS-0862-88 Bond -Union Pacific Railroad System - - - - _ - - r P. U.C. OEC. 629/7 /If%/ !?030 Mayd 196d A In � - - - - - - - 0.2•„ - - - _ �r�`\ - �- - - - a(%de �'%ligCdf �wys ��;ocafe_ _ _ - _ RECEIVED u.o. 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I, • - off. - -,, �!F. f•!t :♦41 - t a - i.•c.- _... :— -., i. $QG No tE below - I -- - - =a � -mow Y :,rf , p /S6Q � 1 � H'os9 tlse---•-•-•--, — «- i 1 B /b I < <'N% fD AFC _ .•�.+ _ �:: yP. f '�• rrO t:K D r :r.'±- �' _ _ -- - l r. - u, - .� i 1, #66 _ :r - \ . /✓-� -" � '/ � OIL NSE -.i ei-- =r-'., : r " - { BON; D .aXiF 4 41 i J� e` r r j let, 24'Perforated Conepe . Pi irk. to i = 3� .' `�o> i �t' a 1 F �1f. - Q A. E r-690 /946* �:::' ��3 �' , ,� { . V �' 12 Ia tip +/ a r- �\ e. ss !F _ :.. Well a e .-r / ,,p '. - - CHANNEL — 9e%ca.Aes *./'- 7' i!( , ai r,.b ,� ��—� CHANGE -� icc. r.-i �4. <d rc Ls, D.2 �2cF i s o Or x.: = r�.. L+h (• �r - or ' �oos`Ti//LewYoyef- 22o' %� Cif '��, -+ t � T �`— ; tC+ v v%- I ' r' — — �' Sal. P n eq \ ,.' 0 a ��•:- , ._. ZP�.�� II fan x x _ o co[ ' + y- tD A. NOTE _ -- - r•r-"s - - - _ I(1 Trk.fE. inner Guard Rail River Track 179+4'7.5 te_ 180t58.5- �t o __ -t f'_ ...r;'1�--=-' - - i - r - - `. I - 128 •' .. .. biainrracK 1:9+3C•5. \ •'- - - _ `- - .*/ - - - Tie-` r .. - - - ,. ! - I11 .. - :rack 179 +47.5 • - � `- - - .• p,�-_ _ '�' r _ � ut 6.M.P,.655 1947 near Water Cot• End Rails bent +ocenter of frock. - — - -_ - � -� Foxy _ ;, ' � Z .- I• I �• i - - / ) /��. /VO - CD 00 in_ - Isi� - _ t - - - _T 3 'Nrl 441 Z .61 .4 S-5'40 'It 10 0. 00* 7o' co 00. tK + 1: r v( fit ;rm 4.1 c`it 196 It 4 5 o" or -r*oo;—c o 'oh N -9 4.-a p. lilili it 195+�!.o _p T. 3 P.C. S c. 16 e X V, 0 1 _7E vp io:i 0 ot Y' C, > 4t, ON S lo ,.-WAS rA A L 646 p i *4* wii- 04-1. JT A I. C.C. s- 17 � 7; 4, 7 711� till t C T k's 11 V ! �ra�k __T 7 v ,qc, wn TE Uq 6% A HANAE4 :,Iti,; JvG4 lo j: 4 ;J� j j-.4f, 81: it, '!4 0 Cb j IL ii .......................... 40 J. J'7 t ,tTtl TRACT 51 JacOb Derun Deecl t N2 D-20 50,0Ac Cit. lra­�t; R 13 3W-4 T zs 4Ti if ........... M Jl j if till - �00 EAGLE COUNTY, COLO. 1/tA ni 'IF SCALE I IN.= 100 FT. j CHIEF ENGINEEI�S OFFICE DENVER, COLO. MARCH 1942 It jil t t, tit 461, 1 I f-i I'M t till t ij *& jgkl�� 0 o / 1w, t'j�t% j! Wirt 411" 0�i A F toji, �; 4,00 J` it, fi- �P WA!'Y'aW 'i. ii P! WL- �tt' �jj 1 46 11. 1 ilk- Ito., "lit �lJ I It t tit t f j�i .It ry ('V C .0 ov ry 4'2 1c, Is o�' 0, 10 Q 3 0 elf loo, i't W kca 061 + > qp 1! r .4 c 'o c 7 AV d� 4Q < y �7 4 0. 3 10 —13 )2'00' :0 < 4-23 7 r% 4,� G� A, 4,. 49 4 4e :v 4'. ................ .................. . ......... ....................................... ... ... Z_ 'k 4" �qo L 0, -W "o. 4 -I* '". q -" '". I .-W No. I -W I -W -*- I ." d- I "1W I"- q -tv ­- I tit l"! _4� 196t45• \ /iQ.�P,O :',ni���S\-�cJ�yl \� O6• �� In 00 4.2`pT. {4aP.T. \ ��P/ �(/S,P \ \ _ `\ lu s f ,- f O � �''�`ti POD - .•l J/1 L�' \,� �\ `�i!sl� �Q��• /�0�0 cam, Qd \� Q�,.9 Cl 4?ylb l " v . • '�,�� �% Wit/ Q % 1 CO. 0 \ c.c. 40 p` t�� • \ ` 4� o , � , No: e 2 2S57' O . c. H" t9 ass' „ Tra k - ` . x _ ors : • - a o z3F., Al CHANNEL CHANGE _00, ' o IV q i 41 N 1 4 ' z. 20 ry �: - '-----•—_.,� _ m'. ., O>f ank 1p.� y / ` / � 8e 'Y '`',^? 1 � t ps• �i�� ry0 �•�d,» •� TRACT f .-7r� cobeDerngs Deed N_ p-20 50.0 Ac_ ♦ f ox ysE o l' ,qe�: 0/R - 10 '�°• � ' ; �� �0% � day FA 'BOND 1�9 � '� � cO�c• tC EAGLE E CCUNTY, CO LO. } es SCALE I IN.=lO©f x '1 \ v9�� e,. _. ,y f+i } - • QtU _ n!P�i .. ems.�' oc�?� CHIEF ENGINEERS; OFFICE DENV"ER COLD. �oir MARCH 1942 - , .�+, _3 �•• „-„ 1 ,R g 1 x