The URL can be used to link to this page

Home My WebLink About80 Alhambra Pl - 210701301008INDIVIDUAL 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. 2117-01 BP NO. 13754 OWNER: TOM AND JANE WILNER PHONE: 970-328-3900 MAILING ADDRESS: P.O. BOX 3388, EAGLE, CO 81631 APPLICANT: GAYLE GRIDER PHONE: 970-904-1274 SYSTEM LOCATION: 8010 ALHAMBRA PLACE, EDWARDS, CO TAX PARCEL NO. 2107-013-01-008 LICENSED INSTALLER: SPIEGEL CONSTRUCTION, CHRIS SPIEGEL LICENSE NO. 9-01 PHONE: 970-524-7148 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQURZEMENTS FOR A 6 BEDROOM RESIDENCE 2000 GALLON SEPTIC TANK, 2250 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 73 INFILTRATOR UNITS. AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED JULY 9, 2001. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK_ REQUIREMENTS, AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN EN- GINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: LAURA FAWCETT DATE: JULY 11, 2001 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: 2232 SQUARE FEET (VIA 72 INFILTRATOR UNITS ) INSTALLED CONCRETE SEPTIC TANK: 2000 GALLONS IS LOCATED 270 DEGREES AND 5 FEET INCHES FROM THE CLEAN -OUT ON THE WEST SIDE OF THE HOUSE COMMENTS: THE FINAL INSPECTIONS WERE DONE BY LAURA FAWCETT OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER ON 7/31/02. THE ENGINEER'S FINAL CERTIFICATION AND AS -BUILT DRAWING WERE RECEIVED ON 4/28/03. THIS SYSTEM IS LARGE ENOUGH FOR A SIX 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. / � J ENVIRONMENTAL HEALTH APPROVA C IAG(.�s l.(1C� DATE: APRIL 29, 2003 Incomplete Applications Will NOT Be Accepted (9ioe Plan MUST be attached) ISDS Permit # "'Z l 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, 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: MAILING ADDRE PHONE: - S fl C y7 APPLICANT/CONTACT PERSON: PHONE: 2-14 LICENSED SYSTEMS CONTRACTOR: �S 1P�1�,� PHONE: 1`:Y-l4 COMPANY/DBA: [11� � l�I � ADDRESS: ��, p�. 5e � PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: �""-��f (C� i �In,: ( � 2 Tax Parcel Number: 0 Physical Address: 6!! 4 �2��a BUILDING TYPE: (Check applicable category) MI Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Ll Lot Size: 6 qT4 C-�)C-G2_S C� q oh Number of Bedrooms with Number of Bedrooms Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface (�4, Public Name of Supplier: -1. APPLICANT SIGNATURE, Dater / C' ************************************************************************** AMOUNT PAID:?)Cb RECEIPT #: 15 DATE: IN 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: July 11, 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.2117-01. Tax Parcel # 2107-013-01-008. Property Location: 8010 Alhambra Place, Edwards, CO., Wilner residence. Enclosed is your ISDS Permit No. 2117-01 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 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO April 29, 2003 Tom and Jane Wilner C/O Turnipseed Construction P.O. Box 3388 Eagle, CO Raymond P. Merry, REHS Director RE: Final of ISDS Permit 92117-01, Tax Parcel #2107-013-01-008. Property location: 8010 Alhambra Place, Edwards, CO. Dear Mr. & Mrs. Wilner: 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 Lam' Engineering, Inc. CrVJUOEOTtCEMCAL November 6, 2001 Mr. Scott Turnipseed, ATA, P.4_ Box 3388 Eagle, CO 91631 Dear Scott - IRE, Inspectioiz of Septic System Installation Lot 46, The Divide, Cordillera Filing No°s 1 & 2, Wilner Residence Eagle County, Colorado Project No. 20171- ISDS Permit No. 2117-01 At the request of Aft. Claris Spiegel ort Jrt.ly 27 and 31, 2001, we visited the construction site an Lot 46, The, Divide at Cordillera, Cordillera Fixing No's I &. 2, Eagle County, Colorado. The Purpose of our site visit was to inspect the installation of the septic systeln. They installed the system in overall compliance with the septic system design, Drawing No. 201.7 1 SD-2.T)WG, dated July 09, 2001, as shown on the attached as -built sketch. They installed a 2000- gallon, two compartments, a precast, concrete septic tank. The septic tank will have risers to bring the covers to within 8 inches of the finished grade. A cleanout was installed between the grouse and the septic tank_ Seventy-two, Standard Infiltrator Chambers were installed in five trenches with 16 infiltrators in eaob of the first two trenches, eleven in the third, sixteen in. the fourth and thirteen infiltrators in the fifth trench.. The infiltrators were connected with serial distribution. In the first and last infiltrator of each trench, irxspection.ports were installed. The effluent line was 4-inch, SDR 35 PVC. Also, an additional profile bole was excavated on the downhill side of the leachfaeld, bedrock, was not eiwountered. If you have any questions, please do ra.ot hesitate to call. Sincerely, ;�.01, ° 00 qa - pETp 1G,.KP Engi;>neerin$ t Q.�/J�,eQt 29526 Luiza Petrovska, F '„_. President 1.` `. ru Enclosure 4480� 44�4� cc: Mrs_ Laura Fawcett, Eagle County Building Department, fax: 328-0349 C:\MYFilcslcoreldoalWPDOCS120171 osi.MTD .F.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax u4f tvf /-uclo U-7. I'j 7?UZZo7e1o7 L-Nr tIVL711YttKll'lu 111,I1- rom�ut uz L Engineering, ft PRaKcr 7E9CRJPn4W: �l `=i jj� LOT 49. COROILLERA FILING NO'S 1&2 2T 71 A —` '1LT 8040 ALHAWEIRA,PLACE �C171 CNILjCiEOTECI TlCAI. +S` �r�i'It� EAGLE COUNTY, COlORAb4 WDS REMIT Na -117�e71 SMTT TURNIPSEE0, AIA DAIS _. 7� 27.31—an01 a P-0- Hdx. 2837, Edwar&, C0 81632, (970) 926-9088 Tel, (970) 926-9089 Fax -ISDS Permit # Date z-i 01 ISDS Final Inspect on Completeness Form ✓Tank is gal. Tank Materials-' f t . and % de rees from_ d Tank is located 4 � g (pexuanant landmark) Tank is located ft. and degrees from Iparuanaat Landmark) Tank set level. Tank lids within 6" of finished grade. Size of field '02- ft� units lineal ft. Technology 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. VInlet.and outlet is sealed with tar -,tape, rubber gasket etc. teak ;has :'two- compartments with the �;.a' er. ,cgMpartment closest to the.,, ---- house. y Measure: distance and relative dirept.�Qa w, ..Depth of field. � .3 ft. � Soil interface raked. ::ZInspection portals at the_end of each trench.. Proper distance to setbacks. Chambers properly installed as per manufacturer$ specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) Type of pipe used for building sewer line' , leach f ield' � 5 �';, .,. Other Inspection meets regUirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: ( a^ Setbacks Well Potable 13Houge Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 ZdIlk 50 10 5 10 50 10 * 10 LKP Engineering, Inc. CMUGEOTEUNICAL SOIL AND FOUNDATION INVESTIGATION FOR PROPOSED RESIDENCE LOT 46, DIVIDE AT CORDILLERA FILING NO. 1 & 2 EAGLE COUNTY, COLORADO PROJECT NO. 99240 DECEMBER 30, 1999 29526 ° ®Z vA E�,,,,. . PREPARED FOR: THOMAS B. AND JANE T. WILNER 3314 O STREET NW WASHINGTON, D.C. 20007 P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax, E-mail: lkpeng@snowcap.net TABLE OF CONTENTS EXECUTIVE SUMMARY............................................................. 2 SCOPE OF STUDY................................................................... 2 SITE DESCRIPTION................................................................ 2 PROPOSED CONSTRUCTION........................................................ 3 FIELD INVESTIGATION............................................................. 3 SUBSURFACE SOIL AND GROUNDWATER CONDITION ................................ 3 FOUNDATION RECOMMENDATIONS................................................ 3 EXCAVATION DIFFICULTIES....................................................... 4 SLAB CONSTRUCTION............................................................. 4 RETAINING WALLS................................................................ 5 UNDERDRAIN SYSTEM............................................................. 5 SITE GRADING AND DRAINAGE ..................................................... 6 LAWN IRRIGATION................................................................ 6 SEPTIC SYSTEM RECOMMENDATIONS .............................................. 6 LIMITATION...................................................................... 7 FIGURES LOCATION SKETCH .................. .....................DRAWING NO. 1 SUBSURFACE EXPLORATION LOGS .......................... FIGURE NO' S 1 &2 PERIMETER DRAIN .......................................... FIGURE NO.3 LKP Engineering, Inc. EXECUTIVE SUMMARY The proposed residence should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 3000 psf. They should construct the footings on the undisturbed, firm bedrock. See Foundation Recommendations. SCOPE OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation for a proposed residence to be constructed on Lot 46, The Divide at Cordillera, Filing No. 1 and 2, 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 46 is a 6.954-acres lot at 0800 Alhambra Place, off the cul de sac on Cordillera Way, at the Divide in Cordillera, Eagle County, Colorado. The topography is moderate to steep. Vegetation on the'lot was very dense, consisting of aspens, shrubs, cedar and brush. Also, one foot of snow was over the lot. Drainage is to the west and northwest. Lot 46 is vacant. LKP Engineering, Inc. 3 PROPOSED CONSTRUCTION We assume that the proposed residence will consist of a two-story, wood frame construction, with a walkout 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 December 29, 1999, consisted of excavating, logging and sampling two test pits. The test pit locations are shown on Drawing No. 1. Excavation of the test pits was done with a trackhoe, Cat 215 CLC. We show the soil profiles of the test pits on the Subsurface Exploration Logs, Figure No's one and two. 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 number 1 had 3 feet of topsoil over 2 feet of weathered shale bedrock over 3 feet of shale bedrock. Test pit number two also had 3 feet of topsoil, over two feet of silty sand and weathered shale bedrock over 5 feet of shale and sandstone bedrock. We did not encounter ground water in the test pits. FOUNDATION RECOMMENDATIONS The proposed residence should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 3000 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 LKP Engineering, Inc. 0 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 and organics, are suitable to support lightly loaded slab -on -grade construction. The subgrade for the slab -on -grade construction should be 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 - 3/4 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 LKP Engineering, Inc. 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 65 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 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 (Mirafr 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 LKP Engineering, Inc. G should be sloping away from the building. SITE GRADING AND DRAINAGE 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. 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 foundation excavation. LAWN IRRIGATION 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. SEPTIC SYSTEM RECOMMENDATIONS Due to the limitations imposed by the freezing weather conditions (the test requires water), percolation testing was not done or planned at the time the soil and foundation investigation was conducted. Bedrock was encountered at 5 feet in both test pits. With this LKP Engineering, Inc. 7 limitation found within the building envelope it is possible that an engineered system will be required for the proposed residence. It is also, possible, in spring, when a percolation test can be done, to find a suitable location for the leachfield somewhere else on the lot. 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.1 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 Thomas B. and Jane T. Wilner, for the specific application to the proposed residence on Lot 46, The Divide at Cordillera, Filing No. 1 and 2, Eagle County, Colorado. Sincerely, LKP ENGINEERING, INC. Luiza Petrovska, PE President C:\MyFiles\coreldm\WPDOCS\99240ROC.RPT.wpd LKP Engineering, Inc. TRACT E LOT 45 LOT 46 LOT 47 \ \ Plt #I � LOT 48 CIVIL/GEOTECHNICAL LKP Engln e ering, Inc. P.O. Box 2837 Edwards, CO 81632 tel (970) 926-9088 fax (970) 926-9089 i i ' C ' pL ALIT LOT 49 NOTE.• TEST PITS LOCATED BY PACING. LOCATION SKETCH PROJECT NO.: 99240 LOT 46, CORDILLERA FILING NO. 1 & 2 SCALE: N = 100, 0080 ALHAMBRA PLACE EAGLE COUNTY, COLORADO DATE 12-30-99 PREPARED FOR: HOMAS B. & JANE T. WILNER1 DRAWING NO.: 1 TEST PIT NO. 1 DATE OBSERVED: December 29, 1999 ELEVATION: s s DEPTH FEET M B O M P L DESCRIPTION OF MATERIAL AND SAMPLE LOCATION LABORATORY TEST RESULTS REMARKS L E --- Topsoil Weathered Shale S Shale & Sandstone Bedrock Bottom of test pit 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 (pco MC - Natural Moisture Content (%) -200 - Percent passing No. 200 sieve LL - Liquid Limit PI - Plasticity Index GW - Ground Water PROJECT NO. 99240 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG FIGURE NO. 1 TEST PIT NO.2 DATE OBSERVED: December 29, 1999 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 Topsoil Weathered Shale mixed with silty sand s Shale & sandstone bedrock --- 10 Bottom of Test Pit No Ground Water Encountered --- 15 --- 20 LEGEND: ❑ 2-inch O.D. California Liner Sample (relatively undisturbed sample) ■ Bulk, disturbed sample DD - Natural Dry Density (pcf) MC - Natural Moisture Content (%o) -200 - Percent passing No. 200 sieve LL - Liquid Limit PI - Plasticity Index GW - Ground Water PROJECT NO. 99240 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG FIGURE NO. 2 SLOPE A WA Y FROM BUILDING n D COVER BACKFILL WITH ONE FOOT OF RELA TI VEL Y IMPERVIOUS SOIL D D _ a n D D — J D Z GRANULAR FILL �1 D n nD D . . . - . . . . . . .. . D a O FOOTING O O 0 V / \ \" / \ V / \ V / \ \ / \ PLASTIC LINER, GLUED TO THE FOUNDATION WALL, (NOT NEEDED WHEN GROUND WA TER IS PRESENT) GRA VEL THICKNESS SHOULD BE A T LEAST 24 INCHES AND SHOULD INCREASE IF H_ EA VIER SEEPAGE IS ANTICIPA TED FIL TER FABRIC (1,1IRAFt 140N OR EQUI VA EN T) COARSE GRA VEL, 3/4 INCH DIAM. WI TH L ESS THAN 59 FINES 4—INCH DIAMETER PERFORATED PIPE SLOPED TO A SUITABLE OUTLET A T 1/4 " PER FOOT FOR FLEXIBLE AND A T 1/8 " PER FOOT FOR RIGID PIPE PERIMETER DRAIN " 99240 CIVIL/GEOTECHNICAL LOT 46, CORDILLERA FILING NO. 1 & 2 SCALE: 0080 ALHAMBRA PLACE NTS LKP Engineering, Inc. EAGLE COUNTY, COLORADO DAZE: 12-30-99 PREPARED FOR: P.O. Box 1452 Avon, CO 81620 nGUR£ NO.: tel (970) 926-9088 fax (970) 926-9089 THOMAS B. & JANE T. WILNER 3 ISDS PERMIT #_ PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH .OWNER: •PHSYSICAL ADDRESS: LEGAL DESCRIPTION: J- 'u7i MAILING ADDRESS: TYPE OF DWELLING: NUMBER OF BEDROOMS: TEST HOLES PRE-SOAKED: YES NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE 0,11 2' 9 1 141 5► 6' 8, i 1' TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: I ME ENVIRONMENTAL HEALTH SPECIALIST DATE 2117-01 Tax #2107-013-01-008 JOB NAME. Lot #46, Filing 1&2 WILNER Cordillera Subdivision Rnin Alhambra Place, Edwards JOB- .. J �17511 B LOCATION BILL TO DATE ST RT D v DATE COMPLETED DATE BILLED rt�rr AL r • i �f 3► jo) - I , .16R COST SUMMARY - - -- dLLr TOTAL SELLING PRICE - 6y- 'e jS11 - TOTAL MATERIAL TOTAL LABOR s� MIS( Co to 1) v _ r ! — - _ N* I JOB FOLDER mud Z78 JOB FOLDER j-" 4Av R 4. _ wtG4*Tc f iv Vt co At,7 &4W"11K- PrlMed In USA IT .:,� �! •ate'^- i,. � '� f 4 Z 0 2[01-01 3-01 -Co :3110 z t °� �� __a �- i . -. - - _ - -- _ __ _. - -- - - - -- -' _ '. ,�: _� - - .- - a- - - - __ - _ - - - - - - - �. -s , � - ._- - - _ _ _ - - - _ _ -- - - - - _ __ - - -- - -- _ -- - -_ -_ _; :_ _. w __ _ ... .. - - _ _ - - _ - - - - - - - - - - .. _. t s �.- _. _ _ _ ..-. _. � ._ �_ _ _ _ - - - _ - _._ _ - - _ -_ _ - - _ - _ _ - - - - _ - _ - _ - __ _ - __ - - -- - -, � ,.-, - �..._ .-. ,..-_ .ems-- _ _ _ .. - __ _ _ � __ - ,. . - - - - - _ _ - _ _ - _ _ _ _ - _ _ _ _ � _ ,. - s •. �. -- - -' � f .- �. - - - �- __ _- �..__._ _ _...-. _- _._ �_ _ .. ._ _ -- _ � -_ � � - _ _ _ �_ �- - _ _ _-.- .. - s- _ _ _ .:_ _ :; .. . _ ,. z Y