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Home My WebLink About02822 7 ma 7.77 pr r rt7; 71 :7 r C., :+r °}7"2 . y . 3 , • 7 . c11 7 ' ' f' -47 lr ?1 x t ic �. � � x ` "a',f, t'' GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2822 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81601 Phone (303) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY Charles & Lee Plimpton 189 S. 3rd, Carbondale Phone_963 - 3269 Owner's Name Present Address 0188 Lariat Lane, Teller Springs, Lot 19, Glenwood Springs System Location Ott (t Legal Description, of Assessor's ka&I No, < +. SYSTEM DESIGN 00 U Septic Tank Capacity (gallon) Other ti AA - Z-O Percolation Rate (minutes/inch) Number of Bedrooms (or other) 3 Required Absorption Area - See Attached ✓" Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity 1000 c m 0 / 0 E t A N f 222 Septic Tank Manufacturer or Trade Name Septic Tank Access within 6" of surface V C Absorption Area 2d (1 Frr7 ,S OF 2...x 8 2G1L1i$ q /O Absorption Area Type and /or Manufacturer or Trade Name 1 N F ( ! 7 A r o rt S �/ Adequate compliance with County and State regulations /requirements / `- Other n Date ( n_14_ 4 7 Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE •CONDITIONS: 1. All installation must comply with all requirem nts of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Ar'ficle 10 C.R.S. 1973, Revised 1984. �' ) 2. This permit is valid only for connection to s tuctures which have fully complied w h Co ty zoning and building requirements. Con - nection to or use with any dwelling or structures not approved by the Building a Zonl off ice shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of. he per It. 3. Any person who constructs, alters, or installs an individual sewage disposal *stem in a anner which involves a knowing and material variation from the terms or specifications contained in the application oJ.Permit com its a Class I, Petty Offense ($500.00 fine —6 months in Jail or both). ` - -- • /17. White - APPLICANT Yellow - DEPARTMENT 1� 4. . we INDIVIDUAL SSEEWA iE DISPOSAL SYSTEM APPLICATION • OWNER Gl g .. t Lee- P14 roix) ADDRESS /gg S. ' • $T 6.QI6a; PHONE / p 6g gz6? CONTRACTOR (7 WO en Z7 —K Z 6 / oa^r ADDRESS l °'vim PHONE PERMIT REQUEST FOR (!K) 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). • • • '•'• _ • Near what City of Town cnge +'pPU J L6U Woc)D Size of Lot 9 . 8 1 ACRES Legal Description or Address LOT 1 9 , i DER. SPR(N63' SCRD(V1 N WASTES TYPE: (>0 DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: ?ESC DE NT( AL Number of Bedrooms Number of Persons 3 ( ) Garbage Grinder X Automatic Washer ( ) Dishwasher 501 JRCE AND TYPE OF WATER SI TPPLY: (X) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: TE (-( ER sPRI IvGS CLV1 V isi'oto DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:. PvSF€N Gt -E-10 Was an effort made to connect to the Community System? ttio A site plan is required to be submitted that indicates the following MINIMIJM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL. NOT BE ISSUED WITHOUT A SITE PLAN. GRO!JND CONDITIONS: Depth to first Ground Water Table WAS NOT Fvt,wo tvll to Di 6-lrinr6- C®i L'lEST t't 6LES 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 (X) OTHER - DESCRIBE FINAL DISPOSAL BY: (OO ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER - DESCRIBE /-FAUY ? aGU WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? All d PERCOLATION TEST REST TI,TSj (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. I 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: 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. Signed r- Date 6/(7/97 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 " *4 .. . o � ? 5 o . J -C "C J Q // o Z i� O G z / ` � J '. f / / , /11 o-- !ii N . _ cA o U `o, -4 0 0 'C O `) •.9 / O et O N / / y v," c0 N N I w R n • E _ ° 3 5, •E3 >, cc N iy c on H c Q., y etl F " cc O o r - I � m v co 0 _ O / o O a. ° - z -o >, O a `- 2 2 Es, ° o 1 c 2 N O z °>,oc ,� F N O 0 c . /5% .o = w ec N t _ ° ,Z v c U I / 1 \ y • V id Z r. n. U ` � �J 5 .� 0., 1\ ti rn 4. O vs I O , , N O /y / • ` °e ec = o . <, c c / 4> �e c/7> 3 s N a c,3 z e G ��^ V e".., Z -- ZZ . e sd ce Q - is,ei . N g-o c ,. 0 i 9 o . t ° flv ` M 0 t o Q �U z''' ii c W x en o z 0° u • m OCT -27 -97 MON 03:55 PM HIGH COUNTRY ENGINEERING FAX NO. 9709452555 P. 01 • rat/ _ °twrer HIGH COUNTRY ENGINEERING, INC. v t a Cam , 923 Cooper Avenue Glenwood Springs, CO 81601 (970) 945 -8676 • FAX: (970) 945 -2555 cr� TO £ i912F/E24 l pl(n/T/ a_442.G.A__ DATE /0 —_ / SUBJECT r= .G..1ry S ___ JOB NO. Z ATTN_. _J' _..K✓ _ '/ FAX NO .7.87_.- .- , ._SheetJ.oLZ.— We are sending the ffollowing: erewitlt U Under separate cover 0 Photocopies ❑ Prints 0 Documents U Mylars ❑ Shop Drawings NO. OF LATEST ITEM COPIES ITEM GATED REMARKS per Tr, -Arr hP0 C.c_. G r6 nifry nosil Ate,LAO e 727.4//a ... If material received Is not listed above, kind y us at once. Transmitted by: U First class mail U U.P.S. Next Day Air U Federal Express ❑ U.S. Express Mail 0 U.P.S. Std, Service U Messenger By: j btk O Pickup >4AX OCT -27 -97 MON 03:55 PM HIGH COUNTRY ENGINEERING FAX NO. 9709452555 P. 02 /CM TR r NONCTRNG Ir �I 1 V -. -ice -.. October 27, 1997 Gib Plimpton 189 South Third Street Carbondale, CO 81623 Re: ISDS for Plimpton Residence HCE File Number 97004.21 Dear Gib: This letter is to follow up on our site visit of October 17, 1997 when we also performed percolation testing. The three holes we tested were prepared by you and soaked the previous afternoon. The holes were initially filled for testing at approximately 3:45 p.m. and the test was run until approximately 5:50 p,m. The rate of percolation varied considerably between the holes, and upon closer examination, a clayey layer was found to be affecting the percolation rates. The gravelly layer below the clayey layer had a percolation rate of 20 minutes per inch, and we recommend that a design rate of 20 minutes per inch bc used. However, care must bc taken when digging the absorption trenches, to extend the excavation below the clayey layer and into the gravelly material below. The proposed residence is currently designed for two bedrooms, however, the ISDS design will be based on three bedrooms to allow for future expansion. The design flow for a home of three bedrooms would be 675 gallons per day. With a percolation rate of 20 minutes per inch, the necessary absorption arca would be 619 square feet. We understand that you wish to use the new Infiltrator units which are nominally two feet wi r and eight feet long. Per the Colorado Department of Health, each of those units has an allowable infiltrative arca of 31.93 square feet. Therefore, ..,it units would be required. This could bc built in two parallel trenches of eighty feet long each, witlbution box to divide the flows between the two trenches. The minimum required septic tank size is 1000 gallons. We usually recommend using the next larger size, but since the system has already been designed for more capacity than is currently needed, the 1000 gallon size probably makes sense. If you have any questions, or need additional information, please contact us. Sincerely, 111GI COUN 'RY ENGI EERING, INC. . / :t't1t T i o y . Bcc E Pri cipal Engineer Fn.-1s t e' e it 2063 ^ice•= T B /soe 'O,: ;'` � p le It � ` \• 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945 -8676 • FAX: (970) 945-2555 • 4 . /G/7 TR NGNVCLXING it, 1 - ''III�I October 27, 1997 Gib Plimpton ' 189 South Third Street. Carbondale, CO 81623 Re: ISDS for Plimpton Residence HCE File Number 97004.21 Dear Gib: This letter is to follow up on our site visit of October 17, 1997 when we also performed percolation testing. The three holes we tested were prepared by you and soaked the previous afternoon. The holes were initially filled for testing at approximately 3:45 p.m. and the test was run until approximately 5:50 p.m. The rate of percolation varied considerably between the holes, and upon closer examination, a clayey layer was found to be affecting the percolation rates. The gravelly layer below the clayey layer had a percolation rate of 20 minutes per inch, and we recommend that a design rate of 20 minutes per inch be used. However, care must be taken when digging the absorption trenches, to extend the excavation below the clayey layer and into the gravelly material below. The proposed residence is currently designed for two bedrooms, however, the ISDS design will be based on three bedrooms to allow for future expansion. The design flow for a home of three bedrooms would be 675 gallons per day. With a percolation rate of 20 minutes per inch, the necessary absorption area would be 619 square feet. We understand that you wish to use the new Infiltrator units which are nominally two feet wide and eight feet long. Per the Colorado Department of Health, each of those units has an allowable infiltrative area of 31.93 square feet. Therefore, twenty units would be required. This could be built in two parallel trenches of eighty feet long each, with a distribution box to divide the flows between the two trenches. The minimum required septic tank size is 1000 gallons. We usually recommend using the next larger size, but since the system has already been designed for more capacity than is currently needed, the 1000 gallon size probably makes sense. If you have any questions, or need additional information, please contact us. Sincerely, HIG COUN'RY ENGI EERING, INC. / \p0 �tt11tnlnull ry �... .QQ•' P AU ‘4?"`; ' : F 9 'a T o ik . Bee , '. . g . , Pr' cipalEngineer =caM F 'e �� 20 630 T /soe =-ot u 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945 -8676 • FAX: (970) 945 -2555