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Home My WebLink About731 Knob Ln - 211105313023INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 ORIGINAL PERMIT #1826-99 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. REPAIR PERMIT NO. 2219R-02 BP NO. OWNER: ROBERT AND DEBRA MAXWELL PHONE: 970-524-9090 MAILING ADDRESS: P.O. BOX 708, GYPSUM, CO 81637 APPLICANT: SAME PHONE: SYSTEM LOCATION: 0713 KNOB LANE, GYPSUM, CO TAX PARCEL NO. 2111-053-13-023 LICENSED INSTALLER: BOSSOW EXCAVATING, REX BOSSOW LICENSE NO. 38-02 PHONE: 970-524-9888 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 3 BEDROOM RESIDENCE SPECIAL INSTRUCTIONS: REPLACE COVER OF THE CLEAR STREAM AERATOR TANK AND ANY OTHER NECESSARY PARTS AS NEEDED. MAINTEN- ANCE AGREEMENT NEEDED BETWEEN OWNER AND MAINTENANCE FIRM BEFORE FINAL APPROVAL CAN BE GRANTED. 6 , a - ENVIRONMENTAL HEALTH APPROVAL: DATE: JULY 31, 2002 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID 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: Incomplete Applications Will NOT Be Accepted (Site -Plan MUST be attached) ISDS Permit # .-/ /c J G" Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823 **************************************************************************** * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" **************************************************************************** PROPERTY OWNER: -�hbe_r P �I)zblt�.- -/ c) a r n MAILING ADDRESS: 1t -7Q d 6L/,�jly M, ( 37 PHONE: APPLICANT/CONTACT PERSON: f if MA �(AJ-E-, � 1 PHONE LICENSED SYSTEMS CONTRACTOR: �?tx w+ PHONE: COMPANY/DBA:e�x=l,JQ�U ADDRESS: *************************************************************************** PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION (REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL/SYSTEM:, Legal Description: L Z I �.e.�-%c-A S"0/Vi�� Tax Parcel Number: a /I I - OS j- /-3 - oca Lot Size Physical Address: '00/-: Lam. C BUILDING TYPE: (Check applicable category) (Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Number Number Type _ �1 4 �S-7 of Bedrooms -3 of Bedrooms *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Sp ing ( ) Surgace ( Public Name o Su pliers C-?VSt,c h"I APPLICANT SIGNATURE: ` Date: AMOUNT PAID: r RECEIPT #: �� DATE: lob lo CHECK #: CASHIER: DEPARTMENT OF ENVIkONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO DATE: July 31, 2002 TO: Bossow Excavation FROM: Environmental Health Division Raymond P. Merry, REHS Director RE: Issuance of Individual Sewage Disposal System Repair Permit #2217R-02, Tax Parcel #2111-053-13-023. Property Location: 0713 Knob Lane, Gypsum, CO., Maxwell residence. Enclosed is your ISDS Repair Permit #2217R-02. It is valid for 120 days. 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. If you have not been contracted to install this system please contact Eagle County Environmental Health. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. Do not back fill any part of the installation until it has been inspected. If all items are not completed, a reinspection fee of $47.00 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. 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. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files , Enclosures: ISDS Permit # 2217R-02; ISDS Final Inspection Completeness Form OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1826-98 BP NO. TOWN OF GYPSUM OWNER: ROBERT W. MAXWELL PHONE: 970-926-8333 MAILING ADDRESS: P.O. BOX 708, GYPSUM, CO 81637 APPLICANT: SAME PHONE: SYSTEM LOCATION: 0713 KNOB LANE, GYPSUM, CO TAX PARCEL NO. 2111-053-13-023 LICENSED INSTALLER: LONG'S EXCAVATING, JERRY MCARTHUR LICENSE NO. 39-98 PHONE: 949-4682 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: CLEAR STREAM WASTE WATER TREATMENT SYSTEM 1000 GALLON 2 COMPARTMENT CONCRETE TANK, 1000 GALLON AERATION TANK, AND 1000 GALLON PUMP TANK, 282 LINEAL FEET OF DRIP LINE VIA 141 EMITTERS. AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 10/7/98. ENGINEER MUST FIELD VERIFY 4 FOOT SEPARATION TO BEDROCK. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. SEPTIC SYSTEM APPROVAL AND MAINTENANCE AGREEMENT MUST BE OBTAINED BEFORE CERTIFICATE OF OCCUPANCY FOR THE RESIDENCE WILL BE ISSUED. ENVIRONMENTAL HEALTH APPROVAL: DATE: NOVEMBER 5. 1998 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID 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 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 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: Incomplete Applications Will NOT Be Accepted ("Sit,e' Plan MUST be attached) ISDS Permit # ` Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SY E� PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** �/%/� a PROPERTY OWNER: 6 02!r W- / KX- we MAILING ADDRESS: � � Aol X 7n9 6YAS am 6o. 61637 PHONE:WA-9,3,33 APPLICANT/CONTACT PERSON: �cot�,6.er tar. .0/ ,rwew PHONE: 9.76-8333 � LICENSED SYSTEMS CONTRACTOR: �% ��Y t17c%�,�r/S�cr� PHONE: COMPANY/DBA: Zx S -Z-ZAGRy4,,-0,v ADDRESS: Ids/• X x 4yo* 4. 61&2a ************************************************************************* PERMIT APPLICATION IS FOR: (v<NEW INSTALLATION ( ) ALTERATION (.) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: 4'07- 1'8 ,d.--T'ZocA Sk6o IOAGory Tax Parcel Number: 61-/// - 053 - /,� ` 0 Lot Size: a?. > 4ce--S Physical Address.: 07/3 XvDb 4S�w BUILDING TYPE: (Check applicable cat (Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface (Public Name of Supplier: G aj,/n Number of Bedrooms 3 Number of Bedrooms Type *These systems regi.�ire desfi-�n by a Registered Professional Engineer SIGNATURE: �r r� i/1 Date: /0 -/9' 9R AMOUNT PAID: —• RECEIPT #: fflv{ 3 DATE: d CHECK #: fqu CASHIER: R UP Engineering, Inc. SOIL AND FOUNDATION INVESTIGATION FOR PROPOSED RESIDENCE LOT 18, BERTROCH SUBDIVISION FILING NO. 6 TOWN OF GYPSUM EAGLE COUNTY, COLORADO PROJECT NO. 98139 SEPTEMBER 24, 1998 0°RE l'.Ill. �O. PETRp`.F9% 9v2 • 29526 - • PREPARED FOR: MR. BOB MAXWELL P.O. BOX 1370, UNIT 301 EDWARDS, CO 81632 P.O. Box 2837, Edwards, Colorado 81632 • (970) 926-9088 Tel -- (970) 926-9089 Fax TABLE OF CONTENTS EXECUTIVE SUMMARY................................................................ 2 SCOPEOF STUDY..................................................................... 2 SITE DESCRIPTION.................................................................... 2 PROPOSED CONSTRUCTION........................................................... 3 FIELD INVESTIGATION................................................................ 3 SUBSURFACE SOIL AND GROUNDWATER CONDITION ................................... 3 FOUNDATION RECOMMENDATIONS.................................................... 4 EXCAVATION DIFFICULTIES........................................................... 4 SLAB CONSTRUCTION................................................................. 4 RETAINING WALLS.................................................................... 5 UNDERDRAIN SYSTEM................................................................. 5 SITE GRADING AND DRAINAGE........................................................ 6 LAWN IRRIGATION.................................................................... 7 LIMITATION.......................................................................... 7 FIGURES LOCATION SKETCH ..........................................DRAWING NO. 1 SUBSURFACE EXPLORATION LOGS .......................... FIGURE NO'S 1-3 PERIMETER DRAIN .......................................... FIGURE NO.4 LKP Engineering, Inc. EXECUTIVE SUMMARY The proposed residence should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 2000 psf. They should construct the footings on the undisturbed, firm bedrock. See Foundation Recommendations and Drainage. SCOPE OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation for a proposed residence to be constructed on Lot 18, Bertroch Subdivision Filing No.6, in the Town of Gypsum, Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design, grading, and drainage. SITE DESCRIPTION Lot 18 is a 2.17-acres lot on the west side of the cul-de-sac of Knob Lane, in the Town of Gypsum, Eagle County, Colorado. The lot is situated at a top of a ridge. Within the proposed building envelope the topography is relatively flat, with a gentle slope to the west, toward the road. To the north, east and south, the topography is very steep, dropping off abruptly. Vegetation on the lot consisted of sagebrush and grass. Drainage is to the west, toward the road. The lot is vacant. Pile of rocks was near the southwest corner of the lot, near the road. LKP Engineering, Inc. !kJ PROPOSED CONSTRUCTION We understand the proposed residence will consist of a two-story, wood frame construction, without a basement, on a concrete foundation. Loads are anticipated to be light, typical of residential construction. If the finalized plans differ significantly from the above understanding, they should notify us to reevaluate the recommendations of this report. FIELD INVESTIGATION The field investigation conducted on September 9, 1998, consisted of excavating, logging and sampling three test pits. The test pits' locations are shown on Drawing No. 1. Excavation of the test pits was done with X337 Bobcat. We show the soil profiles of the test pits on the Subsurface Exploration Logs, Figure No's one through three. Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION The soil profiles encountered in the test pits were fairly uniform. Test Pit No. l had 2.5 feet of fill over 1.5 feet of topsoil over 4 feet of weathered to firm Gypsum Bedrock. Test Pit No 2 had 2 feet of topsoil over one foot of silty sand over 1 foot of weathered bedrock, with a practical backhoe refusal at 4.5 feet. The last test pit was a profile hole for the proposed leachfield. The soil in the profile hole consisted of less than one foot of topsoil over 1 foot of weathered bedrock over 1.5 feet of firm bedrock, with a practical backhoe refusal at 3 feet. We did not encounter ground water in the test pits. Review of the Indexes to Geological Mapping, Eagle County, Colorado, prepared by Charles S. Robinson and Associates, Inc., in 1975, shows that the soils are corrosive. These soils may contain minerals in variable amounts that produce serious detrimental effects on concrete, LKP Engineering, Inc. n metal or other substances that are in contact with the soil. Also, these maps state that these soils are susceptible to subsidence due to solution. The underlying bedrock is Eagle Valley Evaporite. FOUNDATION RECOMMENDATIONS The proposed residence should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 2000 psf. The footings should be placed on the undisturbed, firm Bedrock. We recommend minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. A minimum of 48 inches of backfill cover is recommended for frost protection of the footing subsoils. The undersigned engineer should observe the foundation excavation to verify that the soil conditions are uniform throughout the foundation excavation. The foundation excavation should be free from excavation spoils, frost, organics and standing water. Voids left in the excavation, due to rock removal, should be filled with lean concrete. Footings should be constructed on a level surface. EXCAVATION DIFFICULTIES We assume that the excavation can be done with large excavation machinery. Hydraulic hammers and blasting, to loosen the rocks, might also be needed. Excavation of narrow utility trenches might be more difficult. SLAB CONSTRUCTION The natural on -site soils, exclusive of topsoil, organics, are suitable to support lightly loaded slab -on -grade construction. The subgrade for the slab -on -grade construction should be LKP Engineering, Inc. 5 proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots and other underslab fill with the on -site soil, free from topsoil and organics, or other suitable material, compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments greater than 3 inches. The concrete slab should be constructed over a 4-inch layer of clean gravel consisting of - 3A inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. They should reinforce the concrete slab -on -grade and score control joints according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. RETAINING WALLS They should design foundation walls retaining earth and retaining structures that are laterally supported to resist an equivalent fluid density of 60 pcf for an "at -rest" condition. Laterally unrestrained structures retaining the on -site earth should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAIN SYSTEM Perched water condition is very common in foundations constructed on bedrock. To LKP Engineering, Inc. 6 reduce the risk of surface water infiltrating the foundation subsoil (and the development of a perched water condition) installation of a foundation perimeter drain is recommended. The foundation perimeter drain should consist of a 4-inch diameter perforated pipe sloped to a suitable gravity outlet. The drain should slope at 1/4 inch per foot if flexible or at 1/8 of an inch if rigid pipe is used. The bottom of the trench adjacent to the footing should be lined with a polyethylene moisture barrier glued to the foundation wall. The drain pipe should be placed over the moisture barrier and'covered with a minimum of 6 inches of -3/4 inch free -draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free -draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. The top one foot of the backfill material should consist of a relatively impervious fill. The backfill should be sloping away from the building. SITE GRADING AND DRAINAGE A site plan was not available for review at this time. The following recommendations are general in nature. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Uncontrolled water can cause softening and dissolution of the gypsum bedrock and formation of sinkholes and subsidence. Surface water naturally draining toward the proposed building site or permanent cuts, should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. Mechanical methods of compaction should be used. Do not puddle the LKP Engineering, Inc. foundation excavation. It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. LIMITATION This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. The findings and recommendations of this report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No. l and on assumptions stated in the report. Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditions seem different from those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of Mr. Bob Maxwell, for the specific application to the proposed residence on Lot 18, Bertroch Subdivision, Filing No. 6, Town of Gypsum, Eagle County, Colorado. ``\��aaumm�nnni�,, Sincerely, � \\\.\ ap0 R E{;,, LKP E INEERING, INCvo��[�'1�� 4 ETRcgs �9526Sip-' Luiza Petrovska, PE 0.c* r `v President %�szoNA�`°�\\\ C:\OFFICE\WPW IN\WPDOCS\98139ROC.RPT LKP Engineering, Inc. BER TROCH SUBDIVISION FOURTH FILING CIVIL/GEOTECHNICAL LISP Engineering, Inc. P.O. Box 2837 Edwards, CO 81632 tel (970) 926-9088 fax (970) 926-9089 LOCATION SKETCH LOT 18, BERTROCH SUBDIOSION FILING N0. 6 EAGLE COUNTY, COLORADO PREPARED FOR: MR. BOB MAXWELL II PROJECT NO.: 98139 SCALE. N I" _ 50, DATE: 09-24-98 DRAWNG NO.: ' TEST PIT NO. 1 DATE EXCAVATED:SeAtember 9, 1998 ELEVATION: S S DEPTH FEET M B M P DESCRIPTION OF MATERIAL AND SAMPLE LOCATION LABORATORY TEST RESULTS REMARKS O L L E Fill -- ❑ Topsoil Gypsum Bedrock, very harEl - -s Bottom of Test Pit No Ground Water -- Encountered ---- I0 -- I S ____ 20 LEGEND: ❑ 2-inch O.D. California Liner Sample (relatively undisturbed sample) ■ Bulk, disturbed sample DD - Natural Dry Density (pcf) MC - Natural Moisture Content(%) -200 - Percent passing No. 200 sieve LL - Liquid Limit PI - Plasticity Index PROJECT NO. 98139 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG FIGURE NO. 1 TEST PIT NO. 2 DATEEXCAVATED: September 9, 1998 ELEVATION: S S DEPTH FEET Y M B A M P DESCRIPTION OF MATERIAL AND SAMPLE LOCATION LABORATORY TEST RESULTS REMARKS O L L E opsoil fight Brown, silty Sand =leathered to firm Gypsum Bedrock — 5 Refusal at 4.5 feet No Ground Water Encountered --10 ____ 15 — 20 LEGEND: ❑ 2-inch O.D. California Liner Sample (relatively undisturbed sample) ■ Bulk, disturbed sample DD - Natural Dry Density (pd) MC - Natural Moisture Content (%) -200 - Percent passing No. 200 sieve LL - Liquid Limit PI - Plasticity Index PROJECT NO. 98139 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG FIGURE NO. 2 DATE OpBSE. Pam•; k aS DEPTH a M FEET 2 B SOIL PROFILE September 9, 1998 DESCR]PTION OF MATERIAL LABORATORY REMARKS AND SAMPLE LOCATION TEST RESULTS —4 1 Weathered Bedrock to 1.5 feet Refusal at 3 feet on Gypsum No Ground Water Encountered PROJECT NO. 98139 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG FIGURE NO. 3 i V SLOPE A WA Y FROM BUILDING D p D D O COVER BACKFILL WITH ONE p FOOT OF RELA TI DEL Y IMPER PIOUS SOIL p D � �\//. \//.' \//, \//�'\//. IMPERVIOUS MOISTURE BARRIER GLUED TO THE FOUNDA TION WALL GRA DEL THICKNESS SHOULD BE A T LEAST 8 INCHES AND SHOULD INCREASE IF HEA VIER SEEPAGE IS ANT/CIPA TED "a CIVIL/GEOTECHNICAL LKP .' Engineering, Inc. P.O. Box 1452 Avon, CO 81620 tel (970) 827-9088 fax (970) 827-9089 FIL TER FABRIC (MIRAFI 14ON OR EQU/VALEN I) COARSE GRAVEL, J14 INCH DIAM. WITH LESS THAN 52.' FINES 4-INCH DIAMETER PERFORA TED PIPE SLOPED TO A SUITABLE OUTLET A T 1/4 " PER FOOT FOR FLEXIBLE AND AT 1/8 " PER FOOT FOR RIGID PIPE PERIMETER DRAIN LOT 18, BERTROCH SUBDIVISION FILING NO. 6 EAGLE COUNTY, COLORADO PREPARED FOR: MR. BOB MAXWELL PROJECT NO.: 98l39 SCALE. V ^ / TS DATE.• / 09-24- 98 nGURE NO.: 4 --i iJ 1J. JJ irw JLCJ- 7V07 ib/22/1999 08; 42 4'11'3ioy Lt1r CIYL7114GGI'411Y47 i lIY4, rRut uz VjoagS r CAVA mwwt tiol l* oww P.O. Bch � 5 eagle, -releA (97Q),524-157of 3'� 6-090 flf T_JG_q 000 71 IC M7.4COM TM-Cnf_'I C f"Y71 Ih.ITV Chll I UE'nl 'rU one--c . .0 r z�.r ��.� iv. „,..r Jrs. JLV JVVJ L�'•.r GYLIlIYGGfClIYL7, lIY4� rfiut bl LKP En inner October 26, 1999 Mr. Robert Maxwell RE: lt>s>gpep[.ofls Syatelm Installation P.O. Box 1370 Unit ##301 Lot I rtra Piling ##6 Fdwards, CO 81632 Town4,�+Cxyp*l Eag1e::.lty'�lorado Pro je-1- Ponait No. 1826-98 Dear Bob: At the request of Stewart?HalilHobbs xcavatid: fling, from July 23 through October 26, 1999, we visited t p�nstruEq#lcm site on Lot 1�,:°��:Filiing #6, Town of Gypsum, Eagle County, Colorado. The prise O r site visits was t'r.p6sm6 die installation of the septic system, They installed the sysWW' in av ll compliance w ; tbz sapkk' ;gystenf design, Drawing No. 98139sd.dwg, dated October 7;,1 8. Tl 'system was instal as- A6".on the attached as -built sketch, PMpared by Mr. Hobbs. They i"Iled° :.1 0•gallon, two co sierbnra ; wnarete, septic tank. Between the building and the septic tank,Was it irl out. The septic Wk` was. netted to a 1000-gallon Clearstream, aeration tank, whs;Ch*as cb6iected to a IOft: on tank/dosing chamber. The pump installed in the pump tank was. Clearsrt�,P20 4" Subme4ble lip: The leaclal�eld part oftlte.:s3+atlrt '';fats installed to hY the.', tour and the available space. The leachfield consisted of 282 foot 6',tdrVl% *ith emitters atlr�" of The dripline was by Geoflow Wasteflow and was also, spaced:'At•two t intervals. At t #60thw orner of the absorption field was a 1-inch vacuum breaker. From ihc v breaker 1-inch, Mitt Hii W' '.ss connected back to the pump tank. The depth of the tt`extc i9 vim" inches to one ft The:i * sst comer of the leaobfield was at the edge of a steep bank. Ad&W •fill, 25 feet wide'' i�V88 co u�tecl in'thts area. If you have any quest! t3 f ; pl % not hesitate tdtot Sincerely, .` LKP Engineeri ' ' 14 le. ,,uiza Petrovska, President cc: Ms. Heather Savalox, €ACple C EnvironmentsjA tW" h1*1sion, fix: 328-0349 C-nclosure ('UwtyFilrhloiroldcwWppoC519834pSS.4VPD P.O. Box 2837, Edwards, t60 9163�, :• �(970) 926-9088 .fi, (97l)) 6;9089 fax, E-rnafl. lkpeng a@snoweap.net nrT- Pr, -'I qqq TI IP M7- S9 GM Tn - CY)F'I C r rf r6-ry •mF r: Ljcni TLI "` JOB NA&M 1626-98 Tax# 2111-053-13-023 Lot #18, Filing 6 MAXWELL _ 2219R-02 Tax #2111-053-13-023 Bertroch Subdivision Lot #18, Filing 6, MAXWELL 0713 Knob Lane, Gypsum Bertroch Subdivision JOB ,NO. DA START DATE COMPLETED DATE BILLED i 1 i /, r • _ COSTSUMMARY i / � /TOTAL , /TOTAL j FA wlm� IONIC-, w". �� aait IN � /III PFf i09 i i � m �� I WIR TOTAL JOS COSTGROSS 11 "ICAPIRMUFA EN � NOR X9 PROFIT' LESS OVERHEAD COSTS % OF SELLING PRICE JOB FOLDER Product 277 JOB FOLDER Printed f r 7Z — a z Y- - E _ t e to shallow beds - _ _ : - �,. _' .. _• ' _ - bedrock, the C/earsfream 'Treatment System is recommended ended- for this site. - ys - _ i%1C luCf� zuW ww!!ww [w.a L..... C— A. T L •--t.-- f _ PROP SED1. RESIDE CE _ - _