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Home My WebLink About02053 h 1 Y I • " - � ~ GARFIELd COUNTY-BUILDING-AND SANITATION DEPARTMENT Permit ni_ 2 0 5 3 • 109 8th Street Suite 303 A is Parcel No. . Glenwood Springs, Colorado 81601 Phone (303) 945-8212 e This does not constitute pp i INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY ; 6 Western Mobile Northern. b Address P . O . Drawer 368, 0.11. Ph one 945 -8672 P Owner's Name re System Location 3794 County Road 109, Glenwood Springs ' 1 f Legal Description of Assessor's Parcel No. ir SYSTEM DESIGN pp1 F Septic Tank Capacity (gallon) Other § . Percolation Rate (minutes/inch) Number of irasTagor other) 8 2 Required Absorption Area • See Attached Special Setback Requirements: L Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as Installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer i ` 't Septic Tank Capacity ! i Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface u Absorption Area =i Absorption Area Type and /or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements • - Other Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE •CONDITIONS: 1. All Installation must comply with all requirements of t11tColorado State Board of Health Indivllu'al Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit Is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs alters, or Installs an individual sewage disposal system In a manner which Involves a knowing and material variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense ($500.00 fine — 8 months In )all or both). Applicant: Green Copy Department: Pink Copy Application INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by �" County 0 ty Official: OWNER W Mo ia. tka g2 ll!tJ( ADDRESS ?p, 004i1/t2 3108 1 6 k#lu/eeP 44(3 1 Ga PHONE R1k-$67z- CONTRACTOR � _ ` r 7 e'e vN I ISgii �f PHONE ADDRESS PERMIT REQUEST FOR: ) New Installation ( ) Alteration ( ) Repair Attach separate sheets o report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes. (See page 4.) LOCATION OF PROPOSED FACILITY: County $44.4> Near what City of Town 1 k6.ft 1 tn _ '5Pb '. Lot Size Z3/ Legal Description `ipc (T> i 1 1 <S� 1,41 — WASTES TYPE: ( ) Dwelling ( ) Transient Use ( ) Commercial or Institutional ( ) Non-domestic Wastes (V) Other - Describe gti,,nn\ aw 1 N 5 T BUILDING OR SERVICE TYPE: I.If JJAAJCk . (?* UG-DI&,Lo — 6HoP Number of bedrooms N`!- Number of persons 8 ( ) Garbage grinder ( ) Automatic washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (V,) well ( ) spring ( ) stream or creek Give depth of all wells within 180 feet of system: In 15P_- pabemiNtb WPiiQ 0C4W4L, If supplied by community water, give name or supplier: GROUND CONDITIONS: / Z- 3/? Depth to bedrock: ' 1 ft.t Ot .MtAJ� !! /! /( � De to first Ground Water Table: 1t' €4- DtVtzuto (-j 4 Percent ground slope: D DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 5 M« Was an effort made to connect to community system? 4 [ e. v c TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: I (b() Septic Tank ( ) Aeration Plant i f / se ( ) Vault Privy ( ) Composting Toil ( ) Pit Privy ( ) Incineration Tq ( ) Chemical Toilet (V) Other - Descria FINAL DISPOSAL BY: _' ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal (O() Sand Filter chit o \ � ( ) Above Ground Dispersal ( ) Wastewater Pond ( ) Other - Describe: A.dr1G141t- 4- 4 /jc dic -f7ce _ cmujoyNC- t'iJ '/ANA`, WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ilk!) . , 1 n 7n ' • Application INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by County Official: OWNER 14ffF14 M0/304... ►�OO�I+ke� i l IA(C- ADDRESS '.1, remit ' 3108 �. tJ' . . l PHONE 44;15.672= C 9 0 l CONTRACTOR_ 4a4/.40 lee off f� ADDRESS PHONE ' PERMIT REQUEST FOR: New Installation ( ) Alteration ( ) Repair /i Attach separate sheets o report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes. (See page 4.) LOCATION OF PROPOSED FACILITY: County -FikC O Near what City of Town tk64u) _e__59b*. Lot Size Z3('c... J. Legal Description 4pc lc, r-74. I C' fl W — WASTES TYPE: ( ) Dwelling ( ) Transient Use ( ) Commercial or Institutional ( ) Non- domestic Wastes O Other - Describe SZetw% Flu 1 sic N S T BUILDING OR SERVICE TYPE: A . ( tlCDIki(a — '514ce Number of bedrooms N/fv Number of persons 8 ( ) Garbage grinder ( ) Automatic washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (Doc) well ( ) spring ( ) stream or creek Give depth of all wells within 180 feet of system: In et— DttiretilIMu) i&Mtee Oe4U44L2 If supplied by community water, give name or supplier: GROUND CONDITIONS: Depth to bedrock: "e> St Ott"tJn16nit _ Depth to first Ground Water Table: Tt &t Ptretut(NaA Percent ground slope: D DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 6 Mtn, it Was an effort made to connect to community system? 40 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (D(') Septic Tank ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use ( ) Chemical Toilet (V) Other - Describe: 64(drlttech AhPofAt,it-edo FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal (K) Sand Filter eh_ 07) ( ) Above Ground Dispersal ( ) Wastewater Pond ( ) Other - Describe: QanCatrrt; A- 4pslo Iic fre_ Q6eWP /NU At J AJA ys WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF TFIE STATE ? Ala . 1 • • • SOIL PERCOLATION RESULTS: (To be completed by Registered Professional Engineer.) Minutes per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No. Name, address and telephone of RPE who made soil absorption tests: its4T 5 '1 8 E- Cz›a dN MIp - AkkaAt (1 ' 1 ‘ '4 foe Pita°v 6.t . Name, address and telephone of RPE responsible for design of the system: \teFF a _c& 4. / 41moknvi 1'E. SinL & 44. t \ kit-e rh exf, 1G- .twaao 6(G 5•. 1 Co 446s - ( Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposes of the evaluation of the application; and the issuance of the pernii't subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local .department of health in evaluating the same for purposes of issuing the permit applied for herein. 1 further under- stand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal .ction for per - jury as provided by law. Date 2-[7 _ 0 13 Signed ./4 ,d /, 1 / / deft s S tE PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY ! Laccr)O O be ,lac. "rte A1/41I1 11 e047/iv,2 t. • Page 3 • PLOT PLAN AND DESIGN FEATURES: Include by measured distance location of wells, springs, potable water supply lines, cisterns, buildings, property 'lines, subsoil drains, lake, water course, stream, dry gulch and show location of proposed system by direction and distance from dwelling or other fixed reference object, and additional submissions in support of this application such as data, plans, specifications, statements and coral tments. • • • Page 4 • • STATE OF COLORADO Roy Romer, Governor of • co Patti Shwayder, Acting Executive Director 1%, Dedicated 10 protecting and improving the health and environment of the people of Colorado ..A ,� t* Grand Junction Regional Office ' • + / gran • 222 S. 6th Street, Room 232 Colorado Department Grand Junction, Colorado 81501-2768 FM (970) 248 -7198 of Public Health and Environment September 5, 1995 Certified Mail No. P 220 771 112 Western Mobile Northern, Inc. c/o Land Management P.O. Box 21588 Denver, CO 80221 -0000 RE: Annual Inspection of Industrial Wastewater Treatment Facility, CPDES Permit No. COG - 500267, for Western Mobile Northern, Inc., Garfield County. Dear Sirs: Enclosed is your copy of the above report form for the inspection perionncd on July 12, 1995. During the inspection the following items were noted and need to be brought to your attention: 1. Fuel storage should be ro - - • - Ott • 2. The travel trailers were discharging grey water onto the surface of the ground and into an adjacent inigation ditch. This is to notify you that the conditions at your Industtal Wastewater Treatment Facility as listed above constitute a violation of the Colorado Water Quality Control Act. Please respond within 30 days of receipt of this letter with your plans to bring this wastewater treatment system into compliance. Failure to notify this office within the required time limit may result in legal action. Thank you for your time and cooperation. If you have any questions, please contact me at 248 -7150. Sincerely, 1 & waon West Slope District Technician Water Quality Control Division cw1Clark Bean, Garfield County Sanitarian Permits and Enforcement Section, CDl I � EPA, Region VIII Leslie Simpson File ® Ponied on Recycled Pepe/ • ENGINEERS SURVEYORS • (970) 945-1004 SCHMUESERSGM 118 West 6th, Suite 200 FAX (970) 945-5948 GORDON MEYER Glenwood Springs, CO 81601 September 14, 1995 Mr. Don Owens, Building Official Garfield County Building Department 109 8th Street, Suite 303 Glenwood Springs, CO 81601 RE: Western Mobile Northern Final Inspection Report Individual Sewage Disposal System at the Office Building Dear Don: This letter is intended to provide you a final report on the final inspection of the individual sewage disposal system designed by Schmueser Gordon Meyer for the Western Mobile Northern office building at the Sievers pit site. Schmueser Gordon Meyer provided interim and on -site inspections and found the contractor (Western Mobile) has performed the required construction according to plans and specifications outlined by Schmueser Gordon Meyer (reference April 29, 1993 letter to K. R. Weatherly of Western Mobile from Jeff Simonson of Schmueser Gordon Meyer). If you have any questions or comments regarding this installation, please don't hesitate to give me a call. Sincerely, SC ER GO ' , S N MEYER, INC. Jef JS : � �a S. • mo on, '.B. - /92172 ENGINEERS •. • -t SURVEYORS (303) 945 -1004 SGNIYGESER G M 1001 Grand Avenue, Suite 2E FAX (303) 945.5948 GORDONNETER Glenwood Springs, CO 81601 January 14, 1994 Mr. Art Hoagland, Building Official Garfield County Building Department - 109 8th Street, Suite 303 Glenwood Springs, CO 81601 RE: Western Mobile Northern Final Inspection Report individual Sewage Disposal System at the Maintenance Building Dear Art: This letter is intended to provide you a final report on the final inspection of the individual sewage disposal system designed by Schmueser Gordon Meyer for the Western Mobile Northern maintenance building at the Sievers pit site. Schmueser Gordon Meyer provided interim and on -site inspections and found the contractor (Western Mobile) has performed the required construction according to plans and specifications outlined by Schmueser Gordon Meyer (reference April 29, 1993 letter to K. R. Weatherly of Western Mobile from Jeff Simonson of Schmueser Gordon Meyer). If you have any questions or comments regarding this installation, please don't hesitate to give me a call. Sincerely, SCHMUESER GORDON MEYER, INC. ll I , Jef =, . Simonson, P.E. JSS:1- '2172 Application ", t • INDIVIDUAL SLNAQE DISPOSAL SYS11.11 AI'I'LICAiION Approval by ' - _- County Official: OWNEII Vr( Pal fJ O tt hlOKt}kf_Rn1 -t 1 ADDRESS ?d. t wER 3(08 r cl✓.lua av S /,•,CoP11OIlE 945 CONTRACTOR S,qMt _ ADDRESS _ _ I'IIUIIE PEIU4IT REQUEST FOIL: (b) New Installation ( ) Alteration ( ) Repair Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in lest moles. (See page. 4.) LOCATION OF PROPOSED FACILITY: County_ CsafZEtEUP Hear what City of Town_(a Lot Size 7 Legal Description 4f.i.0 13 I '-74.1 i?e sAl - • WASTES TYPE: ( ) Dwelling ( ) Transient Use (E() Commercial or Institutional ( ) Zion- domestic Wastes ( ) Other - Describe `^ BUILDING OR SERVICE TYPE: OFEsck 6N1wih(c.. Humber of bedrooms • N�A Humber of persons g -4' ( ) Garbage grinder ( ) Automatic washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: . ( x) well ( ) spring ( ) stream or creek Give depth of all wells within 100 feet of system: ' - L _ -► %�� 1f supplied by comuunity water, give name or supplier: t47A GROUND CONDITIONS: Depth to bedrock: • > / Depth to first Ground Water Table: 7 ®' Percent ground slope: n DISTANCE TO NEAREST C ONIIUiIITY SEWER SYS1L14: 5 Mu_t . '. Was an effort made to connect to connwnity system? ' hi° TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (X) Septic Tank ( ) Aeration Plaint ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use ( ) Chemical Toilet ()c) Other - Uescribe: alEt P t75'Pc? 4C_- Atc.1D FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal (tg) Sand filter C arfif-c' ( ) Above Ground Dispersal ( ) Wastewater Pond ( ) Other - Describe: AtTtcP - re.. S4JPAtrE 2e rPlrlr, ct l�l�lH - = Qt"`' i4044 WILL EFFLUENT BE DISCHARGED DIRECTLY INf0 WATERS OF TIIE STATE? /\.),5 . • : .. a , SOIL PERCULAIIN TEST RESULTS: 'To be completed by Registered I'•' ressioual Engineer.) Minutes per inch in (tole Ho. 1 liinutes per inch in hole Ito. 3 Minutes ' per inch in hole No. 2 Minutes per Inch in hole No. Hanle, address and tel of ItPE who made soil absorption tests: TFs1 tt $1= yoMYGere GiV� TIME of- />/n/oeA4�. _Coll_ GovOi J7aU s Name, address and telephone of RPE responsible for design of the system: efffpF,til 4 • 6w.o4'.o"-), ?E02 -10 - 'flt+AAvOw._ e r_0v..r Nmaee role.. /,j4„ lwcoo e146 -(0°4 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant: or by the local health department for purposes of the evaluation of the application; and the 'issuance of the perMft,is'subject to such teens and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 1U, Title 25, C.R.S. 1973, as mnended. line undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local .department of health in evaluating the sane for purposes of issuing the permit applied for herein.. 1 further under- stand that any falsification or misrepresentation may result in the dental of the application or revocation of any permit granted based upon said application and in legal action for per - jury as provided by law. Date • 1114 Si i /h,ii I dZ . • • PLEASE DRAT! AHD ACCURATE MAP TO YOUR PROPERTY �/ / v t1 FF62ei/1 S. l a / 1401 . 1 504) f'e • *1-k,t Elea Ocr -po•,. N&ugc, • • VJ NAo ;ltd Noon*ted • • • e. ATrrci-l-i✓S> � • • • • n,..., o •. 21' • • ENGRIEERS • SURVEYORS (303) 945.1004 $ONNUESER • 1001 Grand Avenue, Suite 2E FAX (303) 945 -5948 GORDON NEVER Glenwood Springs, CO 81601 April 29, 1993 K. R. Weatherly Western Mobile, Inc. P.O. Box 368 Glenwood Springs, CO 81601 • RE: Western Mobile Maintenance Building/Office Building individual Sewage Disposal System QSDS) Dear K. R. SGM has completed the design for the septic systems for the maintenance and office buildings at the Sievers Pit site. This design is based upon percolation data collected by SGM through percolation testing during the week of April 19. The results of those percolation tests indicated that the proposed disposal fields for both the office building and maintenance building are going to be located in highly pervious alluvium -type material. Percolation rates were measured at 5 minutes per inch (mpi) or faster. Based upon these percolation rates, a sand filter type construction for the disposal field will be required at both sites. It is important to note that the percolation testing was done at the proposed field location for the maintenance building. We are assuming at this point in time that the proposed field location for the office building will have very similar soils. However, verification (through profile hole excavation and percolation testing) will be needed prior to construction of the field at the proposed office building site. Maintenance Building ISDS For the maintenance building, we are assuming that 10 persons per day will be the design number of employees utilizing this facility. Based upon this employee count and the average flow rate of 15 gallons per employee per day, would yield an average flow for the maintenance building of 150 gpd. At the peak design flow, this figure would adjust up to 225 gpd. Based upon this figure, the required septic tank capacity would be at 340 gpd. However, the minimum size septic tank as required by the State Health Department is 750 gpd. Therefore, based upon septic tank minimal requirements, as mandated by the State Health Department, we have also sized the disposal field based upon these minimal requirements. We have calculated the size of the disposal field to be 223.6 square feet. This equates to a field with dimensions of 12' x 19'. We have attached a sketch which identifies the construction requirements (both in plan view and section) of the disposal field. Finally, we have also attached a sketch which identifies in schematic form the components of the ISDS. April 29, 1993 Mr. K.R. Weatherly Page 2 Office Building The design for the ISDS for the office building was based upon the observed number of offices provided within the building as well as an assumed 10 visitors per day. In essence, this system • would be sized for 20 persons per day. The average daily flow, based upon 20 persons per day, would be 300 gpd. The design flow, therefore, would be 450 gpd. This would relate to a septic tank capacity of less than 750 gpd. Again, the minimal requirements mandated by the State health Department would control this design. Accordingly, the disposal field size for the office building ISDS would be based upon the minimal State Health Department requirements. The sketches, as provided and discussed above for the maintenance building, are also applicable for the office building as well. Please review the enclosed information. If you have any questions or comments, please do not hesitate to call. Sincerely, SCHIVIUESER GORDON MEYER, INC. J S. Sim nson, P.B. JSS:lec/92172.1 Enclosure CrlIWICCCO /norm 1 MCVCn INC