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HomeMy WebLinkAboutApplication- Permitr .} 4 x ,,urk t•50,60 1°(31/x) GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 ,2 43y39f, Permit Nr+ 14 Assessor's Parcel No. This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT 1 a building or use permit. ' a PROPERTY Owner's Name A bol 6141(.94----i4ilki Present Address CIRC C _ MR Dij� .ire S1+Co . b5a... System Location + ; Legal Description of Assesso 's Parcel No. L - 3') 1 ` , ✓ • s Qri �u r � • �.r it ii IR r 4 P.. k 4. ►i� SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) ' CaII for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity 1 Septic Tank Manufacturer or Trade Name _ w 47J1 Septic Tank Access within 8" of surface yit 5 Absorption Area 3i L+ 4C f 11470:4,f rid11P,P-Ap4-1E-S Absorption Area Type and/nor Manufactujr or Trade Name b Adequate compliance with County and State regulationslrequirements; r I n 4 Other Date I- 12-01 Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual 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 indivif ual seWage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained n the application of permit commits a Class I, Petty Offense (5500.00 fine — 6 months In jail or both). White - APPLICANT Yellow - DEPARTMENT _�__�...... yam___-_�__:.,___--- ----- Swnfi1 cotPCt QvS7 4- S/- 6 Noble 4 key KEt- to s° &C -04 12S II -L y�tn S S- c 9 - cco 600 4_300-_3_,a0 V (ojo / INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER CAicet 4 atI P4 At1-O ADDRESS [sig 6I - PHONE 976- ZZ l Cv CONTRACTOR (2-4 S -1 R ue/c i rsC ADDRESS (9,5,9 oQl n Vr. . si /t (Irl PHONE 27.%-,577/ PERMIT REQUEST FOR :(AI 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 test holes (See page 4). i OCATION OF PROPOSED FACILITY: Near what City of Town S i c-ir /As C,M7o C 0?s i7. Size of Lot C &Celt &— Legal Description or Address t-61- 3 7- Esc', M1 D C 0P>7), 's c? go i r D,2 . r Sit 7 MCrs 4 WASTES TYPE: ( ) DWELLING ( ) TRANSIENT USE W) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: 7QG, lC C—s wet__ Number of Bedrooms Number of Persons N A- ) ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: a 0 7A) 4 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: --co w N o 1t CiL c' 3. Sr ,n i Les Was an effort made to connect to the Community System? Ni 0 (cco r al) A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: L ,, 1-4 o w CCC,, IVO Orr( 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet V2 , 3/ Septic System to Property Lines: 5 e- s , r C ? c.h�— /0-feet�` ` YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: gigs ponyr 664/1 Depth to first Ground Water Table Percent Ground Slope 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (. SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE FINAL DISPOSAL BY: (4 ABSORPTION TRENCH, BED OR PIT UNDERGROUND DISPERSAL ABOVE GROUND DISPERSAL OTHER - DESCRIBE ( ) EVAPOTRANSPIRATION ( ) SAND FILTER ( ) WASTEWATER POND WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? Ns- 01 PERCOLATION TEST RESULTS: (To be completed i &erre) t ,%r 1L $ Percolation Test) Minutes per inch in hole No. 1 Minutes per inch in hole No. 2 by Registered 17 -{r -P6 c Minutes Minutes Profe ional E gineer, if the Engineer does the per inch in hole NO. 3 per inch in hole NO. _ Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: 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 purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations 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. I further understand 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 action for perjury as provided by law. Sign Date /0— y o0 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 loo' O4z-w6RsE R. AMI aunt -N -SAGE KENWEL GAR% 4 I•{ILPA Ano VRopoSE9 tau -Dim SrrE4 IflS Opus 'DR. Slur, Co Lot VI AscA1e9 Satiny Is,oM1 3R.Vs num 44 (970) 945-1004 FAX (970) 945-5948 SCHMUESER GORGON MEYER SrM ENGINEERS SURVEYORS 118 West 61h, Suite 200 Glenwood Springs, CO 81601 August 31, 2000 Mr. Gary Aho 1588 Odin Drive Silt, Colorado 81652 RE: Dust -N -Sage Kennel Individual Sewage Disposal System Design Dear Gary, Per your request, SGM has evaluated the design of the proposed septic system to service the effluent from the proposed Dust -N -Sage Kennel to be located at 1588 Odin Drive, Silt, Colorado. This work is in response to the request made by the Garfield County Building and Planning Department during their review of your application of a special use permit for the aforementioned use. With this letter, you will find a number of attachments of which are described as follows: 1. A photocopy of the Asgard Subdivision Plat, 3'1 Filing, wherein the graphical description of your lot, Lot #37 is identified. Excepting a 30 foot drainage easement, no further easements are noted relative to the placement of the septic system on the 5.6593 acre parcel. 2. A photocopy of the Aho property identifying the existing improvements as well as the proposed optional sites for the proposed Kennel Building. 3. A photocopy of the Aho propoerty identifying the locations of the soil profile holes and percolation holes. 4. A photocopy of the plans and elevations of the proposed building for the Dust -N - Sage Kennels. 5. A photocopy of the percolation test data compiled from the percolation/soils testing performed on August 27, 2000. 6. Design calculations for the individual sewage disposal system for the kennel. 7. Table of setbacks for installation of individual sewage disposal system components. 8. Detail of a "Standard Infiltrator Chamber". 9. Manufacturer's literature for the installation of the disposal field using infiltrator units. 10. Code information for the proper installation of the other various components of the septic system. Page 2 DESIGN FLOW DISCUSSION For the proper design of the individual sewage disposal system, it is necessary to determine the anticipated design flows intended to utilize the system on a daily basis. Based upon our discussions, it appears that the special use permit has considered the population of the kennel to potentially house twenty (20) dogs. Our review of the building construction plans indicates that the kennel will actually provide individual kennel packages (ie., wire cages) for one-half of that population, or ten (10) dogs. However, from the county review standpoint, since the application is for up to 20 dogs, we will address the "worst case" scenario which considers the 20 dogs. If, during further planning, and upon the submittal of a "septic permit" concurrently with the building permit it is determined that the system will only need to accommodate ten (10) dogs, then the system can accordingly be down sized. Because this system will be an additional system housed on the 5.6593 acre parcel, the county is concerned with the combined flow for the lot not serving over 2000 gallons per day, average daily flow. Therefore the entire flow for the site is also calculated. For the kennel itself please note the following: 1. Design for 20 dog population. 2. From Table I, °Quantities and BOD Strength of Sewage for Various Types of Uses' of the 1994 Edition of the "Individual Sewage Disposal Systems° design guidelines of the Colorado Department of Health, Water Quality Control Division, the average daily flow, per dog, for kennels is thirty (30) gallons per day. 3. Average Daily Flow for Dust -N -Sage kennel is: 20 dogs X 30 gallons per day per dog = 600 gallons per day (gpd) For the existing (three (3) bedroom home), please note the following: 1. Three bedrooms in home. 2. Two persons per bedroom. 3. Seventy five (75) gallons per day per person. 3 bedrooms X 2 persons per bedroom X 75 gallons per person per day = 450 gallons per day (9Pd) Total flow for the site is: Kennel: 600 gpd Home: 450 gpd Total: 1050 gpd Note that since the total flow from the site is less than 2000 gallons per day, the county will be able to process the permitting for the individual sewage disposal system. SCHMUESER GORDON MEYER INC Page 3 PERCOLATION TESTING The soil profile hole excavated for the site did not encounter the presence of either bedrock nor ground water in existence within 8 feet of the surface. Additionally, the percolation testing indicated a "worst case" percolation rate of 40.33 minutes per inch. Given the observations of the soil profile hole as well as the results of the percolation tests, a standard ISDS design can be performed using the guidelines outlined in the county's ISDS regulations. COMPONENT SIZING The septic tank size for the 600 gpd average daily flow will need to have a nominal capacity of 1,125 gallons considering the 1.5 peaking factor to derive the design flow and the 30 hour required detention time. The absorption area for the disposal field will need to be 1,143.11 square feet considering the design flow (average daily flow times 1.5) and thealaajninute per inch percolation rate. As was previously mentioned, we have attached the manufacturer literature for the utilization of infiltrator chambers for the disposal field construction. Please note that if this product is used, the State Health Department as well as Garfield County recognizes a reduction of absorption area requirement by 30% for use of the infiltrators in a "bed configuration" and 50% for use of the infiltrators in a °trench configuration'. Typically, site and setback constraints determine the most feasible configuration for the disposal field construction. However, it appears that neither of these constraints are applicable and that the configuration can be economically selected by yourself or your contractor. SUMMARY Based upon the information attached, it appears that the provision of the septic system on this site is feasible for even the worst case scenario when considering dog population. Flexibility in selecting the type of disposal field is also available. Please note that as you further decide upon final dog population for design and absorption field construction, we can be of further assistance to prepare specific plans for construction. However, an experienced installer of septic systems within Garfield County, whom is also knowledgeable with the county's ISDS regulations will be able to properly provide the construction of the system without further information. Assistance will also be given to you from the county's inspector upon submittal of an application for a "septic system permit" as well as through inspections during construction of the system itself. I appreciate you having given SGM the opportunity to be of service to you in this matter. If you have any questions or need further assistance, please don't hesitate to call. Res SC Ily S SE G b itted: RDON MEYER, INC. a Ca •44, Je ,:y1�. 'i• son, P.E. Ce;w Ite p•. L. - ho.doo°•,.� SCHMUESER GORDON MEYER INC tecr'esesew N, t4, N • . 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