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Home My WebLink AboutSP-3494GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81801 Phone (303) 945-8212 •p INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY i�7ri � ` T 1 , Owner's Name�it%s-J 1.)-+-iCY7 N, Present Address a\C j1 Jc �('� L Nfl OF- s5 fA-,1,: Si cr System Location / , Legal Description of Assessor's Parcel No. I + SYSTEM DESIGN Permit ni° 3 4 0 4 Assessor's Parcel No. This does not constitute a building or use permit. Phone90—e-fi "' ca 4 ti FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation i6 f) 4i'!lX- R. r �k System Installer f G�(t �l K �n 'T-€% >.�/1 r� F1 � JO!O /r MSeptic Tank Capacity (gallon) Other 13 Aa ?fa Percolation Rate (minutes/inch) Number;�of Bedrooms (or other) 3 at?6 l7 RR- (/.J p. FNG. RKP047 (COCK LF -4444 ger) S9, %-r Required Absorption Area - See Attached c L ac k Onf istvrt3.1 a70wl `0)4 ! aps�g Fr- 11 cc r c» -F ti, Special Setback Requirements: -7 -Yr 2 fp glum )' . � _ Date �( Inspectors 4 7 Septic Tank Capacity 1 U0 C C1 A Cfl t. A-iir ', Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name 1li)rp Adequate compliance with County and State regulations/requirements I J - 9'OS9 Y? Roc k (V-1Lc N f)irLL% Other Date `�' 2-1- (0/ Inspector Sr AMA) ta-e 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 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 (5500.00 fine — 6 months In )ail or both). While - APPLICANT Yellow - DEPARTMENT 1 � INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER k)CEY\ D�n ADDRESS Rt1 i -1 q(e c I 1 , �(() ski)) [n) I PHONE °It - '10 I -1(06a CONTRACTOR K J to lj et I S YY) t* PS ADDRESS C 17 E Ynaw S4- Jena Vs12 , (C7 PHONE 119- 39 x'41 I 612-11 PERMIT REQUEST FOR (X) 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). J.00ATION OF PROPOSED FA ILITY: f 1 Near what City of Town S J 1 c(�l(�ct� I \ Size of Lot 7,3g cCt'e I1S Legal Description or Addres(Se cn ,4Tl a Cke WASTES TYPE: DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER - DESCRIBE (1 fah Uy BUILDING OR SERVICE TYPE: 1-r -6 rine _ Si Fb Number of Bedrooms �� Num er of Persons ().;) Garbage Grinder yq Automatic Washer (Ai Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (x) WELL ( SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: /I� DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 1) �I A - Was an effort made to connect to the Community System? 4 A site plan is required to be submitted that indicates the following MINIMUM 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. GROUND CONDITIONS: Depth to first Ground Water Table Percent Ground Slope 2 1 TYPE QF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: SEPTIC TANK VAULT PRIVY PIT PRIVY CHEMICAL TOILET AERATION PLANT ( ) VAULT COMPOSTING TOILET ( ) RECYCLING, POTABLE USE INCINERATION TOILET ( ) RECYCLING, OTHER USE OTHER - DESCRIBE FINAL DISPOSAL BY: ( ) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION (X) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( WASTEWATER POND ( ) OTHER -DESCRIBE See ENO )n•e-r 5 I?e r i `I WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? /VO PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) 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: 1 ( 6eo4e v k, Name, address and telephone of RPE responsible for design of the system: 1 " GCA) -1 e c - 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 a r , ' tion and in legal action for perjury as provided by law. Signed n� � ':1 Date � n PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 Uklele Lane N 1 gr P t egar Exhibit "A" A TRACT OF LAND SITUATED IN THE SE'/. SW 1/4 OF SECTION 4, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO, SAID TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: (BEARINGS AS RECITED IN THIS DESCRIPTION ARE BASED UPON THE EAST/WEST CENTERLINE OF SAID SECTION 4 AS BEARING S.89 DEGREES 43'22"D, MONUMENTATION FOUND IN THE FIELD AT THE WEST''/ CORNER IS A STANDARD MONUMENT AND BRASS CAP, PLS 14060 AND AT THE EAST 'A CORNER IS AN ORIGINAL STONE MONUMENT.) BEGINNING AT A POINT FROM WHICH THE WEST '/a CORNER OF SAID SECTION 4 BEARS N. 45 DEGREES00'02"W, 1864.17 FEET, SAID WEST 1/4 CORNER BEING AN IRON PIPE WITH A BRASS CAP, PLS 14060 AND SAID POINT OF BEGINNING BEING THE NORTHWEST CORNER OF SAID SE1/4SW1/4, THEN S89DEGREES51'09"E, 934.40 FEET ALONG THE NORTH LINE OF SAID SE1/4SW1/4, THEN DEPARTING SAID NORTHLINE S.IODGREES45'20"W, 208.21 FEET, THEN S15DEGRRES53'53"E, 20 00 FEET TO A POINT IN THE CENTERLINE OF GARFIELD COUNTY ROAD NO.236 AS CALLED FOR IN THAT DOCUMENT RECORDED IN BOOK 516 AT PAGE 442; THEN S.74 DEGREES06'07"W, 938.31 FEET ALONG SAID CENTERLINE TO THE WEST LINE OF SAID SE1/4SW1/4, THEN N 00 DEGREES09'58"E,483.22 FEET ALONG SAID WEST LINE TO THE PONT OF BEGINNING. SAID TRACT OF LAND CONTAINING 321,510 SQ. FT OR 7.38 ACRES AS DESCRIBED. ormpppr, 5. 2001 FI 3:36PMTHEBASALT CONSTRUCTION WS -25 ' COXCtfiADO DIVISION OF WATER RESOURCE'? 818 Centennial Bldg., 1313 Sherman Si, Denver, Colorado 8403 (303) 888.3581 / 4, d APPLICANT LYON LAND & CATTLE, LLC P.O. BOX 110 SILT, CO 81652 19701876.5944 PERMIT TO CONSTRUCT A WELL MP IN 'ui LtH'c' COPY 1095 WELL PERMIT NUMBER 224793 - DIV. 5 CNTY. 23 WD 39 DES. BASIN MD Lot; Block; Filing; Suhdly: APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 SW 1/4 Section 4 Twp 6 S Rng 82 W 6th P.M', DISTANCES FROM SECTION LINES 1100 Ft. from SOUTH Section Line 1500 Ft. from WEST Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in auch 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 or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be In compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37.92.602(3)(b)III)(A) as the only well on a residential site of d:7,36 acres described as that portion of the SE Y., SW Y., Sec. 4, Twp, 6 South, Rng. 92 West, 6th P.M., Garfield County, more particularly described on attached exhibit A. Per Garfield County Surveyor, Planning Director and County Attorney, thle parcel was created per 8/1/72 by "ATTRITION". 4) The use of ground water from this well is limited to ordinary household purposes Inside a single family dwelling. The ground water shall not be used for irrigation or other purposes. 6) The maximum pumping rate shall not exceed 15 GPM, 6) The return flow from the use of this well must be through an Individual waste water disposal system of the non -evaporative type where the water Is returned to the same stream system in which the well Is located. 7) This well shall be constructed not more than 200 feet from the location specified on thls permit. NOTE; Parcel Identification Number PIN): 23-2179.041.00-034 rh' Assessor Tax Schedule Number: 200366 (totaling 1172,48 acres) 9�.24-po0 APPROVED OMW Receipt No. fry. sut. enpnur DATE ISSUED APR 17 2000 EXPIRATION DATE APR 17 2002 Gtech February 8, 2001 Colorado River Development Attn: Dean Rolzin P.O. Box 539 Silt, Colorado 81652 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970.945.7988 Fax: 970-945-8454 hpgeo@hpgeotech.com Job No. 101 136 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, 7.38 Acres at Northeast Corner of Ukele Lane (County Road 216) and Harness Lane (County Road 236), South of Antlers Orchard, West of Silt, Garfield County, Colorado. Dear Mr. Rolzin: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Basalt Construction dated January 26, 2001. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a single story wood frame structure over a walkout basement level/garage located in the area of Pits 1 and 2 shown on Fig. 1. Ground floor is proposed to be slab -on -grade. Cut depths are expected to range between about 3 to 10 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located about 50 feet to the east-northeast of the proposed residence. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant and covered with a minor amount of snow at the time of our field work. The ground surface in the building area has a gentle slope down to the south. The northern portion of the lot is steeper with slopes to the south. The lot is vegetated with scattered cottonwoods, sagebrush, grass and weeds. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits in the building area and one profile pit in the septic disposal area at the approximate locations shown on Fig. 1. The logs of the pits are Colorado River Development Company February 8, 2001 Page 4 recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale may be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 10 feet from the building. Consideration should be given to the use of xeriscape to limit potential wetting due to irrigation. Percolation Testing: Percolation tests were conducted on January 31, 2001 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and three percolation holes were dug at the locations shown on Fig. 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Fig. 2 and consist of about 1' feet of topsoil overlying sandy silt with scattered gravel to the pit depth of 7 feet. The percolation test results are presented in Table Ii. The percolation test results indicate an infiltration rate of 12 to 13 minutes per inch with an average of _13 minutes per inch. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Fig. 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during H -P GE0TECH COUNTY ROAD 216 (UKELE LANE) \ COUNTY ROAD R. O. W. \'\ \\ \ a\\ PROFILE PIT m PIT 1 SPIT 2 \P-1• AnAP-3 p-2 \ N J \\ \ \ \ \ APPROXIMATE SCALE \ 1" = 100' TRACT 43 ANTLERS ORCHARD TRACT 44 101 136 I HEPWORTH-PAWLAR LOCATION OF EXPLORATORY PITS GEOTECHNICAL, INC. I AND PERCOLATION TEST HOLES PIT 1 PIT 2 WC=13.6 DD=100 WC=9.0 DD=93 WC=15.6 DD=88 -200=77 PROFILE PIT TOPSOIL; sandy clayey silt, organic, slightly moist, brown. 0 _ 5 10 SILT (ML); sandy, clayey layers, stiff, slightly moist, light brown, slightly porous. 2° Diameter hand driven liner sample. NOTES: 1. Exploratory pits were excavated on January 30, 2001 with a Bobcat 337 trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. 4. The exploratory pit locations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) -200 = Percent passing No. 200 sieve 101 136 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Fig. 2 Compression - Expansion % Moisture Content = 13.6 percent Dry Density = 100 pcf Sample of: Sandy Silty Clay From: Pit 1 at 6 feet • Expansion upon wetting 0.1 1.0 10 100 APPLIED PRESSURE - ksf 101 136 HEPWORTH-PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Fig.3 r' SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATfEABERG UNITS UNCONFINED f PIT DEPTH MOISTURE ORY GRAVEL SAND PASSING LIOUID PLASTIC COMPRESSIVE SOIL OR Ifestl CONTENT DENSITY 1%I (%) NO. 200 UNIT INDEX STRENGTH BEDROCK TYPE I%) (Pot) SIEVE {%1 (%) IPSFI 1 6 13.6 100 Sandy Silty Clay 2 2 Yz 9.0 93 Sandy Silt 6T/2 15.6 88 77 Clayey Sandy Silt 1 1