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Home My WebLink About2151 Red Dirt Rd - 186102400003INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DMSION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone; (970) 328-8755 COPY OFPERNITMUSTBE POSTED A TINSTALLATIONSITE . PERMITNO. 2106-01 BPNO. 13728 OWNER: JAY GARZA AND TERRI OGBURN PHONE: 970-376-1754 MAILING ADDRESS: P.O. BOX 18026 AVON CO M620 APPLICANT: SAME PHONE: SYSTEM LOCATION: RED DIRT CREEK ROAD, BOND, CO TAX PARCEL NO. 1861-024-00-003 LICENSED INSTALLER: JAY'S CONSTRUCTION, JAME GARZA LICENSE NO. 73-02 PHONE: 970418-0490 DESIGN ENGINEER: LKP ENGINEERING, LIRA PETROVSKA PHONENO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINI LM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 15M GALLON SEPTIC TANK 2000 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 64 INFILTRATOR UNITS AS PER ENGINEERS DESIGN SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED JULY 3, 2001. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK RE- OUIREMENTS RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, DO NOT INSTALL IN WET WEATHER AND DO NOT BACK FILL WITH ANY COBBLES LARGER THAN 8INCHES M DIAMETER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALL- ATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL OT BE ISSUED UNTIL THE SEPTJC SYSTEM HAS BEEN INSPECTED AND AP- PROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: July 19, 2002 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM EEGULATIONS. ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-1LL104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVEFULLY COMPLIED WITH COUNTY ZONING AM BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURENOT APPROVED BY THEZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BEA VIOLATION OF A REQUIREMENTOFTHEPERMR,AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OFTPI PERMIT. 3. CHAPTER N, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): 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: 1984 SQUAREFEET(VIA 64 INFILTRATOR UNITS AS PER DESIGN ) INSTALLED PLASTIC SEPTIC TANK: 1500 GALLONSISLOCATED 164 DEGREESAND 3— FEET _INCHES FROM THE CLEAN -OUT ON THE SOUTH SIDE OF THE HOUSE. COMMENTS: THE FINAL INSPECTIONS WERE DONE BY LAURA FAWCETT OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER ON 7-23-02. THE ENGINEER'S FINAL CERTIFICATION AND AS -BUILT DRAWING WERE RECEIVED ON 9-16-02. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A 4 BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL ILA_Q�AA_]7 DATE: SEPTEMBER 16, 2002 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # a-/n� Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, E1 Jebel (970)927-3823 * FEE SCHEDULE * PERMIT APPLICATION FEE $150.00 * PERCOLATION TEST/SOIL PROFILE AND SITE EVALUATION FEE $200.00 * SITE VISIT/CONSULTATION FEE $85.00 * REINSPECTION FEE $47.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER:, J w (SSarzQ 4 rro MAILING ADDRESS: & (JAY-7i�DaG wham �r) PHONE: .3X-/JSH APPLICANT/CONTACT PERSON: /f(�/`j IJU//n/�1 PHONE: 9X-.30 SO LICENSED SYSTEMS CONTRACTOR: of A�,CY� l III QA(�HONE: COMPANY/DBA: ADDRESS: PERMIT APPLICATION IS FOR: ( "NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL /SEWAGE DISPOSAL SYSTEM: Legal Description: �f0 � / �!f(,� Sub �i'i/Sfl T„�* �: e Tax Parcel Number: )7 162HG0 Lot Size: 41 iltr£S 5£ Physical Address: .�220 Ad Oft4 (iffk i?d BUILDIN YPE: (Check applicable category) / l� ( Rs/esidential/Single Family Number of Bedroom ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OFFATER SUPPLY: (Check applicable category) ( Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: APPLICANT SIGNATURE: Date: //_2 AMOUNT PAID: *-56. 00 RECEIPT #: 0 DATE: CHECK #: CASHIER: Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO Date: September 5, 2001 TO: Spiegel Construction Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No.2106-01. Tax Parcel # 1861-024-00-003. Property Location: 2151 Red Dirt Creek Rd., Bond, CO., Ogburn-Garza property. Enclosed is your ISDS Permit No. 2106-01 and a field copy of the engineer design stipulated on the permit. It is valid for 120 days, or for the duration of your current building permit for this property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this department. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer, and views the installation. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files LKP Engineering, Luiza Petrovska DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TOO: (970) 328-8797 TOLL FREE: 800-225-8136 w eagle-countyxom EAGLE COUNTY, COLORADO September 16, 2002 Terri Ogbum & Jay Garza P.O. Box 18026 Avon, CO 81620 Raymond P. Merry, REHS Director RE: Final of ISDS Permit #2106-01, Tax Parcel #1861-024-00-003. Property location: 2151 Red Dirt Creek Rd., Bond, CO. Dear Ms. Ogbum & Mr. Garza:. This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Eagle County Environmental Health Department ENCL: Informational Brochure Final ISDS Permit cc: files OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 Tcnz permit #416(1-01 Date ISDS Final Inspection Camlet eneso—Roan Tank is gal. Tank Material Tank, is located L—ft. anLLdegrees from jperuwmat Immda"k) Tank is located _---f t . and _degrees (Pelmammt landwa*) Tank set level. Tm-lids within 80 of finished grade. q size of field! ft2 Lits lineal ft. 1;�� ,1, ) 1 Technology 14A U Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank. -7 '� e v Inlet.and outlet is sealed with tar ,tape,. rubber gasket etc.- Tdnk-- -has twodompartments with the.,fl, to the closest house. --Kea:bure: distance and relative 3 JA I/ Depth of field. ft. v Soil interface raked. V I Inspection portals at the.end of each trench -.I a), Proper distance to setbacks. AA uo" Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks 'removed from trenches, etc.) V/ Type of pipe used for building sewer line leach field Other Inspection meets requirements.` Copy form to installer's file if recommendations for inprovement. were suggested. ACTION TAKEN: setbacks Well 'Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Eip 100 25 20 10 so 25 10 10 50 10 5 10 50 10 10 12: 24 1:j IU92b9089 LKP Engineering, Inc. CIVIUCTEOTE-CBMCAL Se ptember 16, 2002 Ms. TeM Ogburn & Vir. Jay Garza P.O. Box 3068 Eagle, CO 81631 Dear Tej.ri axed Jay: LISP ENGINEERING INC P ,F,.- Inspection of Septic System Installation Parcel of land in SEl/4, Section 2, T3S, R86W of the 6h 1'.M- 2151 Red Dirt Road, off Colorado River Road Eagle County, Colorado Project No. 0195 - Permit No. 2106-01 P96E 01/U2 At the reque. . st of Jay, on July 23, 2002, -we visited the construction. site, at 2l51. Red Dirt Road, off Colorado River Road, Eagle County. Colorado. The purpose of our site visits was to observe the installation of the, septic system. They installed the -system in overall compliance with the septic system riesign, Drawing No. 0 195 SD.T)[ TG, dated July 31, 2001. The system was installed as shown on the attached sketch. They installed 1500-gallon, two -compartment plastic septic tank. The septic tank was located 32 feet soutli from the southwest building corner. The building sewer line was -west of the west corner of the garage, as shown on the sketch. Sixty-four, infiltrator charnbets were installed in five trenches..Hcrjzonbl distance was 9 feet or more from center to center of the trenches. Inspection ports were installed in the first and last infiltrators of each trench. The"T" in the inlet was installed after our site visit and a photograph showing the installed "T" was delivered to our office. if you haye any questions, please do not hesitate to call. LKP Engineerx"Rg:" Luiza Petrovska, P President N'4rLjPV0- cc; Ms. Laura Fawcett, Eagle County Environmental Health Division, fax,: 328-0349 CADocumtnts and Se.ttirigs'vkdrriinistratciebly Doeurnents\Word PerfectFilesl'%'PlO-LYJI\0195Lisi.-,vpd P-0. Pox 2.837, Edwards, CO 81632(970) 926-9088 Tel, (970) 926-9089 Fax Ray Merry - Image006.Jpg Page 1 09/16/2002 14:03 9709269089 LKP ENGINEERING INC PAGE 01/01 q_/& . o-� 03/lb/2UIJ2 12:24 9709269089 LKP ENGINEERING INC PAGE 02/02 01 Iv.) YZO-yubb lel, (9 /U) 920-9089 Fax. INDIVIDUAL SEWAGE DISPOSAL SYSTE I EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone:(970) 328-8755 COPY OF PERMITMUSTBE POSTED ATINSTALLATIONSITE. PERMITNO. 2106-01 BPNO.13728 OWNER: JAY GARZA AND TERM COBURN PHONE: 970-376-1754 MAILING ADDRESS: P.O. BOX 18026. AVON, CO 81620 APPLICANT: SAME PHONE: SYSTEM LOCATION: RED DIRT CREEK ROAD. BOND. CO TAX PARCEL NO. 1861-024�00-003 LICENSED INSTALLER: SPIEGEL CONSTRUCTION CHRIS SPIEGEL LICENSE NO. 9-01 PHONE: 970-524-714 DESIGN ENGINEER: LKP ENGINEERING. LUIZA PETROVSKA PHONENO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MNIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1500 GALLON SEPTIC TANK 2000 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA M INFILTRATOR UNITS. AS PER ENGINEER'S DESIGN SPECIAL REQUIREMENTS: INSTALL ASPERENGINEER'S DESIGN DATED JULY 3.2001. BE SURE TO MAINTAIN ALL APPLICABLE SETBACK RE- QUIREMENTS. OUIREMENTS. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS. DO NOT INSTALL IN WET WEATHER, AND DO NOT BACK FILL WITH ANY COBBLES LARGER THAN 8INCHES IN DIAMETER CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. OR WITH ANY QUESTIONS REGARDING THE INSTALL- ATION. THE BUELDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND AP. PROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: SEPTEMBER 5 2001 CONDITIONS- 1. ALL INSTALLATIONS MUSTCOMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN25-19-IN, 1973. AS AMENDED. 2. THIS PERMIT IS VAUD 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 WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4 03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): 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: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: To: Terri Ogburn From: W.T. Carlson Date: June 22, 2001 Re: ISDS Engineering Firms and Licensed Contractors Terri, Here are three engineering firms which can assist you with your ISDS concern on Red Dirt Creek Road. An engineered site plan is necessary because space is limited by the creels, road, building foot print and well. If you have any questions feel free to call me at 970-328-8758. Engineering Firms: 1. LKP Engineering, Inc. L. Petrovski, PE P.O. Box 2837 Edwards, CO 81632 Office: 970-926-9088 2. Sopris Engineering, LLC Paul Rutledge, Design Engineer 502 Main St., Suite A3 Carbondale, CO 81623 Office: 970-704-0311 3. High Country Engineering, Inc 923 Cooper Ave. Glenwood Springs, CO 81601 Office: 970-945-8676 Licensed ISDS Contractors: The current list of Licensed ISDS Installers is attached for your reference. 2001 List of Eagle County Licensed ISDS Installers and Cleaners *Denotes 01-01 Miller Groundwater Research C 01/01 Clarence Miller P.O. Box 1468 Palisade, CO 81526 970-464-7062 June 2001 p'n in the an 1' Bighorn Excavating* 1 Ron Grout P.O. Box 1641 Eagle, CO 81631 970-328-6209 Cl-01 RDK Services, Inc. 07-01'--Hobbs Excavating 01/01 William Cain 02/01 Stewart Hobbs P.O. Box 1996 P.O. Box 3535 Basalt, CO 81621 Eagle, CO 81631 970-963-8718/ fax 963-3918 970-524-7501 02-01 McClellan, M & M Const. 08-01 Arrow Excavating 01/01 Joseph Derry 02/01 Woody Lottman 7264 Highway 82 P.O. Box 1625 Glenwood Springs, CO 81601 Eagle, CO 81631 970-945-7173 970-318_Ei5-99_ meeting 12-01 Grant Bros. Construction 02/01 Douglas Grant P.O. Box 1027 Basalt, CO 81621 970-927-3201 13-01 Rudd Construction, Inc. 02/01 Mark Przybylski 132 Park Ave. Basalt, CO 81621 970-927-9119 14-01 Bluestone Excavating 02/01 Glemz Bohochik P.O. Box 191 Debeque, CO 81630 970-283-5713 03-01 Book &Sons Excavating 9-01 Spiegel Construction, Inc.* 15-01 Earthworks Constriction, Inc. 01/01 Ron Book 02/01 Chris Spiegel 02/01 M. Sean Mello P.O. Box 615 0265 Hardscrabble Rd. P.O. Box 1149 Gypsum, CO 81637 Gypsum, CO 81637 Carbondale, CO 81623 970-524-9409/ cell 390-2561 970-524-71 970-963-2296 04-01 Hughes Excavating 01/01 Randy Hughes P.O. Box 606 Carbondale, CO 81623 970-963-2004 C3-01 Trash Haulers, Inc. THI 02/01 Damon Carson P.O. Box 700 Gypsum, CO 81637 970-524-5000 C2-01 AAAA Septic Pumping* 10-01 Builders West, LLC* 01/01 Jim Wilson 02/01 Israel Shapira 2788 Gypsum Creek Rd. 1107 Kings Row Gypsum, CO 81637 Carbondale, CO 81623 970-524-9524 970-963-6580 05-01 Graef Construction of Vail 11-01 Stutsman-Gerbaz, Inc.* 02/01 Robert Graef 11-01 Charles Montover P.O. Box 1224 30376 Highway 82 Vail, CO 81658 Snowmass, CO 81654 970-926-2059/ 904-2059 cell 970-923-2734 16-01 Dig It Excavating 02/01 Robert Stephenson P.O. Box 105 Phippsburg, OC 80469 970-638-0187 17-01 Vail Resorts 02/01 Jamie Pappas P.O. Box 959 Avon, CO 81620 970-845-2528 18-01 Zamora Excavating, Inc. 02/01 Joe Zamora P.O. Box 754 Carbondale, CO 81623 970-963-1399 41-01 Elkhorn Excavating, Inc 03/01 Dale Alcorn P.O. Box 890 Silt, CO 81652 970-625-4808 42-01 Two Rivers Landscape 03/01 Bill Stephens 0010 Colorado River Rd Gypsum, CO 81637 970-524-9344 43-01 Butch Laney Backhoe Service 03/01 Robert Laney P.O. Box 813 Edwards, CO 81632 970-926-4372 48-01 Cliver Development 04/01 Scott Cliver P.O. Box 333 Edwards, CO 81632 970-280-5995 49-01 Defina Construction, Inc. 04/01 Gary Defina P.O. Box 4140 Eagle, CO 81631 970-328-0900 50-01 Patrick Bourke Excavating 05/01 Patrick Bourke P.O. Box 2542 Edwards, CO 81632 970-904-5951 44-01 Chenault Plumbing & Heating 51-01 The Good Building Co., LLC 04/01 Olen Chenault 05101 John Harmon 223 Goose P.O. Box 221 Carbondale, CO 81623 McCoy, CO 80463 970-948-1288 970-653-8508 45-01 J A Baskins Construction 52-01 Edwards Excavating, Inc. 04/01 Jack Baskins 05101 Ted Johnson 1355 Lake Creek Road 0022 Angela Lane Edwards, CO 81632 Edwards, CO 81632 970-390-3667 970-926-3395 /46-01 Jeffrey Hoover Excavating \53-01 Vanderwalker Constriction 04/01 Jeffrey Hoover 06/01 Bob Vanderwalker 9001 Colorado River Rd. P.O. Box 3571 Gypsum, CO 81637 Vail, CO 81658 970-524-1012 970-926-1465 C6-6l-Snowbridge Roto-Rooter, Inc. 54-01 Scott Green Excavating 04/01 Bill Tatro 06/01 Scott Green P.O. Box 2917 P.O. Box 1237 Breckenridge, CO 80424 Gypsum, CO 81637 970-453-2339 47-01 Ground Control, Inc, 04/01 James Dunn P.O. Box 3626 Avon, CO 81620 970-904-6000 C4-01 Clearwater Cleanup Company 26-01 Stenson Excavating 33-01 Aspen Digger, Inc. 02/01 Douglas Michener* 02/01 William Stenson 03/01 Franz Stone P.O. Box 4480 P.O. Box 876 0075 Sopris Ave. Breckenridge, CO 80424 Edwards, CO 81632 Carbondale, CO 81623 970-453-8875 970-926-3849 970-963-2157 19-01 M.J. Miller, Inc.* C5-01 A & A Septic Services, Inc.,' 34-01 Bob's Excavating & l 02/01 Paul Zywicki 02/01 Ed Abe, 03/01 Repair, Bob Ford P.O. Box 772503 P.O. Box 635 !` P.O. Box 273 Steamboat Sprgs, CO 80477 Silverthorne, CO 80498 'z McCoy, CO 80463 970-879-7861 970-479-0661 970-653-4281 20-01 Dorais Excavating 02/01 Bill Dorais P.O. Box 391 Carbondale, CO 81623 970-963-2670 27-01 Davis Excavating 03/01 Justin Ahring P.O. Box 1384 Edwards, CO 81632 ,-97"- 2-6-17.8 8 21-01 Bogue Constriction, Inc. 28-01 Logan Craig, Inc. 02/01 Scott Bogue 03/01 John Logan P.O. Box 400 P.O. Box 376 Fruita, CO 81521 \ Edwards, CO 81632 970-858-3108 970-926-4010 22-01 Fiddler Creels Company 29-01 Shag's Excavating 02/01 Greg Dennis 03/01 Michael Stehling P.O. Box 355 P.O. Box 171 Avon, CO 81620 Basalt, CO 81621 970-845-8845 970-927-4110 35-01 Pacheco Construction* 03/01 Herbert Pacheco P.O. Box 1145 Eagle, CO 81631 970-524-7288/376-0480 cell 36-01 T. D. Enterprises, Inc.* 03/01 Terry Davis P.O. Box 1926 Eagle, CO 81631 970-524-6462 37-01 Meldor Constriction, Inc. 03/01 Tom Owen 6560 County Road 335 New Castle, CO 81647 970-984-2515 23-01 Bossow Excavation 30-01 Eagle River Ranch, LLC* 38-01 S. Ruder Excavating* 02/01 Rex Bossow 03/01 Rusty Mosher 03/01 Steve Ruder P.O. Box 468 16650 Mt. Vernon P.O. Box 450 Gypsum, CO 81637 Golden, CO 80401 Edwards, CO 81632 970-524-9888/ 524-0888 fax 720-933-9212 970-926-1056 24-01 Dreager Construction, Inc.* 31-01 Mountain Works, Inc. 02/01 Glenn Meehan 03/01 Andrew MacDonald 0092 Hooks Lane #13 0067 County Road 162 Basalt, CO 81621 Carbondale, CO 81623 970-927-3431 970-963-1030 25-01 Rewco 32-01 T. Nottingham Construction* 02/01 Jerry Rew 03/01 Tere Nottingham 35445 Highway 6 P.O. Box 2355 Silt, CO 81652 Edwards, CO 81632 970-876-1983 970-926-3053 39-01 Elk Peaks Construction 03/01 Thomas Schramer P.O. Box 982 Basalt, CO 81621 970-963-6909 40-01 Aspen Earthmoving 03/01 Troy Buster P.O. Box 1090 Carbondale, CO 81623 970-963-0377 970-963-2247 fax tech January 22, 2000 Hepworth-P:wlak Geotuehnieal, Inc. 5020 County Road 154 Glenwood Springs. Colorado 816ol Phone: 970-945-7988 Fax: 970-945-8454 hpgu.@hpgeoted,. uo, Jay Garza and Terri Ogburn P.O. Box 18026 Avon, Colorado 81620 Job No. 100 959 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Caretaker Residence, Two Miles Up Red Dirt Creek Road Off Colorado River Road, North of Sweetwater, Eagle County, Colorado. Dear Mr. Gana and Ms. Ogburn: 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 you dated December 28, 2000. The data obtained and our recommendations based - on the proposed construction and subsurface conditions encountered are presented in this report. Evaluation of potential geologic hazard impacts on the site are beyond the scope of this study. Proposed Construction: The proposed caretaker residence will be a two story wood frame structure built in the area of the site as shown on Fig. 1. The lower level will be a four car garage. Ground floor is proposed to be slab -on -grade. Cut depths are expected to range between about 4 to 12 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 downhill to the east- southeast of the proposed building area. 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 2 to 3 inches of snow at the time of our field work. Existing small sheds and a carport are located to the northeast of the proposed buildin area. The ground surface in the building area slopes gently down to the eas Red Dirt Creek located to the southeast of the building area and about 15 feet lower in elevation. The lot is vegetated with sagebrush and cedar trees. Some cottonwood trees are located adjacent to Red Dirt Creek. Jay Gana and Terri Ogburn January 22, 2001 Page 2 Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating one exploratory pit 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 presented on Fig. 2. The subsoils encountered, below about '/� foot of topsoil, consist of relatively dense silty sandy gravel with cobbles and boulders. Results of swell - consolidation testing performed on a relatively undisturbed sample of the sandy silt matrix, presented on Fig. 3, indicate low compressibility under existing moisture conditions and light loading and a moderate collapse potential (settlement under constant load) when wetted. The sample showed high compressibility upon increased loading after wetting. The sample could have been disturbed during sampling due to the rock content of the soil. Results of a gradation analysis performed on a sample of the gravel (minus 5 inch fraction) obtained from the site are presented on Fig. 4. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2,000 psf for support of the proposed residence. The soils may compress when wetted and there could be some post -construction foundation settlement. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Voids created by the removal of large rocks should be backfilled with compacted sand and gravel or concrete. The exposed subgrade should be moistened and compacted prior to placing concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 42 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the on -site soil, excluding vegetation, topsoil and oversized rock, as backfill. Floor Slabs: The natural on -site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The soils could be compressible if wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained Jay Garza and Terri Ogburn January 22, 2001 Page 3 vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50 % passing the No. 4 sieve and less than 2 % passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on -site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1 % to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2 % passing the No. 200 sieve, less than 50 % passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90 % of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be capped with about 2 feet of the on -site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We H-P GEOTECH Jay Garza and Terri Ogburn January 22, 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. 4) Roof downspouts and drains should discharge well beyond the limits of all backftll. Percolation Testing: Percolation tests were conducted on January 10, 2000 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 holes were protected from freezing with rigid foam insulation. Soil temperatures at the time of testing were 34° to 35' F. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Fig. 2 and consist of about '/z foot of topsoil overlying relatively dense silty sandy gravel with cobbles and boulders to the pit depth of 8'/2 feet. The percolation test results are presented in Table H. The percolation tests indicate an infiltration rate between 8 and 60 minutes per inch. The variable rates are likely due to varying amounts of rock in the test holes. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system dP,yigned for an average percolation rate of 40 minutes per inch. C iFi,� • �/S 5 P 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 construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design H-P GEOTECH Jay Garza and Terri Ogburn January 22, 2001 Page S changes may require additional analysis or modifications to the recommendations presented herein. We recommend on -site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK G Jordy Z. Adamso , J ., E. r- 2979 1 1 Reviewed by: 0'F SSy4NAt. Daniel E. Hardin, P.E. JZA/ksw attachments so 7 E H-P GEOTECH APPROXIMATE SCALE I" = 20' PIT 1 m PROPOSED BUILDING AREA EXISTING\ SHED D. A P 1 PIT 2 MA P 2 � P 3 NOTE: FIGURE WAS PREPARED FROM FIELD SKETCH. 100 959- HEPWORTH-PAWLAK LOCATION OF EXPLORATORY PITS Fig 1 GEOTECHNICAL, INC. AND PERCOLATION TEST HOLES I I fL4 PIT 1 PIT 2 ELEV.=112' ELEV.=102' SEPTIC AREA 0 0 WC=4. 0 DD=88 -200=57 5 5 -4=74 -200=9 10 10 LEGEND: f� TOPSOIL; sandy silt, organics, moist, red. GRAVEL (GM) ; silty, sandy, with cobbles and boulders, dense, slightly moist to moist, red, angular to subangular fragments of siltstone/ sandstone. 2" Diameter hand driven liner sample. Disturbed bulk sample. NOTES: 1. Exploratory pits were excavated on January 9, 2001 with a John Deere 310E backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features Qn the site plan provided. 3. Elevations of exploratory pits were measured by instrument level and refer to the Bench Mark shown on Fig. 1. 4. The exploratory pit locations and elevations should be considered accurate on 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 he 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 +4 = Percent retained on No. 4 sieve -200 = Percent passing No. 200 sieve 100 959 GEOTO HNICAL,TH-PAWLAK LOGS OF EXPLORATORY PITS I Fig. 2 1 INC. I 0 1 2 3 wetting RMROMET ER ANALYSIS SIEV2 AINALY3IS THE REALLNGS U.S. STANDARD SERIES CLEAR SQUARE OPE:7I2G3 24 p 45 `JR. 7 MR MI.1.15 MIN-60MI.I19MI:7.4 MI:7.1 MIN. 4200 4100 $50 430 415 38 d4 3/8' 3/d' 1 1/2' 3' S'5' 8• 100 90 10 80 20 70 30 R � 2 40 w w so Z5o W W � U � 40 a a 60 30 70 20 80 10 90 0 100 .001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.512 519.0 37.5 76.2 12.'7a2_ 203 DIAMETER OF PARTICLES IN MILLIMETERS C7.A1f TO S= 'ram cR?•` - ?1NE M rtm COARSE FINE COA. SE CO33L2S GRAVEL 74 SAND 17 % SILT AND CLAY 9 � LIQUID LIMIT PLASTICITY INDEX SAMPLE OF: Slightly Silty Sandy Gravel FROM: Pit 2 at 6 thru 7.5 Feet with Cobbles LLL100--59i 9HEPWORTH-PAWLAK GRADATION TEST RESULTS Fig.4 GEOTECHNICAL, INC. .a) LO rn O O O z m O n VI J D U) u.i VJ W H W _1 m Q F- A � x c cA C/� — Cn C7 O w W 7 � O s ¢ a Z � N U U X t- F C � z- � J a W L w � � r J J 2 2 N w U W L N LO Q a — a O N 6 O 6 ¢ CD J J } Q ~ } N M W Q w ? 00 2 w ¢ O Q Q Q - 2 U r m o J J CD a Q N � N HEPWORTH-PAWLAK GEOTECHNICAL, INC. PERCOLATION TEST RESULTS JOB NO. 100 959 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 42 15 8 3/4 7 3/4 1 30 7 % 7 '/4 '/2 7 '/4 6 3/4 '/2 6 % 6 '/4 1/2 6 '/4 5 3/4 '/2 5 % 5 '/4 '/2 5 '/4 4 3/4 '/2 4 % 4 '% '/2 P-2 36 ` 15 water added water added water added water added 8 '/2 3 5 Y2 8 5 Y2 3 '/4 2 '/4 9 5 '/4 3 % 7 Y2 4 % 2 % 4 3/4 3 1 3/4 7 5 2 5 3 2 6 3/4 4 3/4 2 P-3 42 15 8 '/4 7 Y2 % 60 7 '/2 7 '/2 7 6 '/2 Y2 6 Y2 6 '/2 6 5 '/2 Y2 5 '/2 5 '/4 '/4 5 '/4 5 '/4 5 4 3/4 '/4 Note: Percolation test holes were dug in the bottom of backhoe pits and soaked on January 9, 2001. The holes were covered with rigid foam insulation to protect against freezing. Percolation tests were conducted on January 10, 2001. The average percolation rates were based on the last two readings of each test. Page I of 1 file://C:\WINDOWS\TEMP\Image006.jpg 8/20/2002 ..x� -�� Pa-C I of I file: //C:\WINDOWS\TEMP\Image010. j pg 8/20/2002 Page 1 of 1 file://C:\WINDOWS\TEMP\Image014.jpg 8/20/2002 �.Y 2 w, 1861-024-00-003 in Creek GARZA JOBNO k Rd _ .' JOB LOCATION BILL TO DATE)STARTED DATE COMPLETED DATE BILLED r I(J fr } ?J fc/ J ' ✓ w ,L 'o TOTAL SELLING PRICE �- TOTAL MATERIAL TOTAL LABOR .� aw INSURANCE SALES TAX 1 _ j 14,1 MISC. COSTS f J�, kll TOTAL JOB COST pl-§ GROSS PROFIT i a syr �s v } LESS OVERHEAD COSTS % OF SELLING PRICE t � � >� NET PROFIT JOB ER Product 278 f6 P� ` ' j ` /'� — ® ' &, ` III Printed In USA l 37.5' i DER �' PRK 0� F� R > O`f 50 9•. O ONE STORY (V WOW FRAME SULDING co i INSPECT70N PORT XN SERIAL DIS7RIBUT70N SEE DETAIL A -A Ui STANDARD INFILTRATO Wood FRAME SEE DET IL OUT 8"Nc 6g�C i 40'�' 4" DIAMETER SDR35 PVC 1500 GAL TWO COMP. CONC. SEPT7C TANK O BENCHMARK: (O Eli8SPI940' t 31 ' CLEANOUT "33 4" DIAMETER BUILDING SEWER PROPANE DECK TANK \ GENERATN 27� � CONSt. PARKItaCz_ DIR e GRAPHIC SCALE 20 0 10 20 40 80 /lvrlL /r�tt / vn tinn�n uv DETAIL A - A N. r. S. ( IN FEET ) 1 inch = 20 it. NOW WORKS STANDARD INFILTRATOR N. T S. PERCOLA TION TEST RESULTS Perc No. 1 Perc No. 2 Perc No. 3 30 minutes per inch 8 minutes per inch 60 minutes per inch Average percolation rate recommended for design T = 40 minutes The percolation test was done by HP Geotech on January 10, . SOIL PROFILE PROFILE HOLE 0 to 0.5 feet Topsoil 0.5 to 8.5 feet Relatively dense, silty sandy gravel with cobbles and boulders. Profile hole descripion copied from the HP Geotech Report, Job No. 100 959, dated January 22, 2001. DESIGN CAL CULA TIONS Design percolation rate T = 40 minutes per inch Number of bedrooms = 4 Max/mum daily Flow = Omax 0max = 4 bdrms x 2 persons/bdrm x 7-1, gallons/person/day x 1509 Omax = 900 god SEPTIC TANK V = Omax/24hrs x 30 hrs V = 1125 gallons Use 7500 gallon, two compartment precast concrete tank by Copland Concrete or equivalent ABSORPTION AREA A=Qmax1' xVT A = 90015 x V40 = 11.38 s. f. Based on Applicatio Rate: ( A = 900gpd/0.45 god/s. f. A = 2000 s. f. 1 Standard Infiltrator Chamber System in a trench configuration with an allowed 50 percent reduction in the absorption area is recormended. { Acorrected = 1000 s. f. .,- Surface rea of one Infiltrator Chamber = 15.5 s.f. r Us 4 l /ltrator Chambers in trenches, as shown on the plan. ®(sue • . � TES: 1. Bends in the building sewer shall be limited to 45 degrees. 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 inches of the finished grade, for inspection and cleaning. 3. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to sidewall between the trenches shall be a minimum of six (6) feet. 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers recommendations. 6. Backfill the sidewall area with native on -site soil for proper support. 7. Backfill the trenches with a minimum of 12 inches of tamped soil cover. 8. Avoid vehicle traffic over the system. 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, Chapter 4, Individual Sewage Disposal Systems. 10. The Septic System Installation shall be inspected by the Eagle County Environmental Health Department and by the Design Engineer prior to backfilling. GALLON TWO COMPARTMENT 1500 CONCRETE SEPTIC TANK 4'- N. T. S. BY COPLAND CONCRETE OR EOUIVALENT 8" PLAN VIEIf SIDE VIEW NOTE. • S17E PLAN BY E-MAILED BY SAGE DESIGN, 6-25-2001. m Z 0 a c.� W 0 L Q 0 0 Z C N v� ti W �O N Q) O j O W LLJ k O� w O � 4. WO� 1..) Wt� WOUW j O W J v _ Q V rn 00 N O) M 00 N rn 1--. 00 U U � x O Li w v co 0 11-0 W °1 i N cD U xN . � c0)o O �J O r�' CL rn r 0 REG • �^' J �f / v s ® 2952E cc DRAWN 8Y.• L.P. CHECKED BY.• L.P. PROJECT No.: 0195 DATE.• 07-03-2001 DRA wrNG No.: 0195SD. D WG SHEET 1 OF 1 fp RETAIL A — A N. h canrHic scxlB low, r0. ac.e. ne'Y dnrTb^ Ne.e �n e W iv l.rn�eoo[ uoxrusv f� ♦�� 4 4Y02 A . ppgFJ . ✓W - f13f a1. p �_.S •I A . DIXludiLR yq/ � ram%% �^, � `�f7i t AewweM - ruy a/ g� rM Yrw I. 6..w a m. wAwy wM MJ b rnxAo m .3 a0'.A. Tn .nrx rew Km p .nra/H .y..r. fn rew d� ee.r r.ne ""- anra « raMda !e .:ind e WM of W iwae.e yoe. rw xwsrnen we wnxp• a fn. pprpw se rA• aeawwA or m. v..-sv w� w rwf m Wnhe.. .wa.y S Aw.arper sn+ rarer w xsbn[m Ornere � rfr rwdrr e.rw,fho re r+. .,+wrbcw.� F ffe.Aa m. wnur ose nw wrvw w-N. w W MNr wq r e A. MxN WrF e.w ex e1h 9. h.r°.bM1Nq Nf �! m. n+u ow ryvarm+ d w. Ley. Ltwlr Cnwn�nld ttmrn A+no-. pyrr A lbxemr S.wy. �A $ttw•s leap au min ne Ael.m a.lYerb• nJ M xAeklee >Y sN EeON �p.nlL EeWansnw MMAn opsrn+'r 1500 GALLON TWO COMPARTMENT CONCRETE SEPTIC TANK ylI aaxz� g > �- �' C� cz+r� cc -71