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HomeMy WebLinkAbout124 Spring Pl - 210518201004INDIVIDUAL 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. 2198-02 BP NO. 14265 OWNER: KADY WARBLE PHONE: 970-949-0406 MAILING ADDRESS: P.O. BOX 7240, AVON, CO 81620 APPLICANT: SAME PHONE: SYSTEM LOCATION: 0124 SPRING PLACE, EDWARDS, CO TAX PARCEL NO. 2105-182-01-004 LICENSED INSTALLER:_ J.A. BASKINS CONSTRUCTION, JACK BASKINS LICENSE NO. 53-02 PHONE: 970-926-3748 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1250 GALLON SEPTIC TANK (DESIGN CALLS FOR 1500 GALLONS), 1500 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 48 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN DATED 3/6/02 SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN DATED 5/28/02 WITH THE FOLLOWING CONDITIONS: THE SOIL PROFILE MUST BE OBSERVED BY EAGLE COUNTY ENVIRONMENTAL HEALTH PRIOR TO OR AT THE TIME OF CONSTRUCTION TO VERIFY SOIL CONDITIONS: THE EFFLUENT PIPE MUST BE DOUBLE ENCASED UNDER THE IRRIGATION DITCH FOR TEN FEET OF EITHER SIDE OF IT WITH SCHEDULE 40 PVC WITH SUFFICIENT DIAMETER TO SLIDE OVER AND COMPLETELY ENCASE AND SECURE IN A WATER TIGHT FASHION WHERE PIPE PASSES THROUGH: END CAPS SHALL BE SEALED WITH AND APPROVED UNDERGROUND SEALANT COMPATIBLE WITH THE PIPING USED. RAKE ALL TRENCH SURF- ACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS WITH THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL DATE: JUNE 3, 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. 1488 effective INSTALLED ABSORPTION OR DISPERSAL AREA: 744 art -„a l SQUARE FEET (VIA48 Infiltrator Units ) INSTALLED TANK: 1500 GALLONS IS LOCATED NW DEGREES-AN14 . 5 5 FEET INCHES FROM Northeast corner of house. See engineer as—h„i1tG for 3.ec2tiRr.s of ;;13 cnm=nnantc_ COMMENTS: Final inspections were done by Victor Crocco of Eagle Co. Env.Health and UP Engineering. The system is sized for 4 bedrooms. The irrigation ditch near tank hag heen abandoned and the irrigation ditch near leach field has been lined. 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: 1 �UC1 Incomplete Applications Will NOT Be Accepted (Site -Plan MUST be attached) ISDS Permit # Z24 , ff -6 Building Permit # 1_ 4 rpm 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 ADDRESS: - T2-40 U� (5u,10 APPLICANT/CONTACT PERSON: ,( _LICENSED SYSTEMS COMPANY/DBA: rya (_ ."S tAk-VI� CONTRACTOR:''���' ADDRESS: C ( C , bw) PHONE: ! 1 PHONE: PHONE: 6+(0 PERMIT APPLICATION IS FOR: ') NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Tax Parcel Number: c2i190-- 0 ( _ U0 u 1 Lot Size: Physical Address: `2-� S� ►(�-c t�G( -��-/ BUILDIN TYPE: (Check applicable category) Residential/Single Family Number of Bedrooms. ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable ( ) Well ( ) Spring ( ) fur ublic. Name of Supplier: I APPLICANTT SIGNATURE: - category) face Date: *************************************************************************** AMOUNT PAID: RECEIPT DATE: CHECK # : 34 CASHIER: 0, hl�_ -+ � r -+-. r� �..+�.+•� i i• t, ti J l U J L V J V V J a Engineering, Inc. C1 V.T.L/GWTEC TMCAL January 4, 2003 L_NF GY1711YGGfC 11V17 11`u Eric & Kady Warble RE:: Inspection of Septic System Installation F.D. Box 7240 Lot 1, 131ock 5, Lake Creek Meadows .von, CO 81620 1.24 Spring Place Eagle County, Colorado Project No. 20199 - Permit No. 2198-02 Dear Eric & Kady: r'MUt K3L At your request and at the request from Joe, on October 10, and 15, 2002, we visited the construction site on Lot 1, Block 5, Lake Creek Meadows, 124 Spring Place, Eagle County, Colorado. The purpose of our site visits was to observe the installation of the septic systern. They installed the system in overall compliance with the septic system design, Drawing No. 20199SD.DWQ dated March 5, 2002. The system. was installed as shown on the attached sketch. They installed 1500-gallon, two -compartment, precast, concrete septic tank. The septic tank was located 55 feet north to northwest from the northeast building corzaer. Forty-eight, infiltrator chambers were installed in eight trenches. The first trench had 10 infiltrators, the next two had seven each, the following two had six each, and the last three trenches had four infiltrators each. Horizontal distance was 9 feet or more, from center to center of the trenches. Inspection ports were installed in the first and last infiltrator chambers of each trench. If you have away questions, please do not hesitate to call. Sincerely, LKF Ene Luiza Fetrovska, President Enclosure cc: Ms_ Laura Fawcett, Eagle County Environmental Health Division, fax.: 329-0349 ;1WP l0-TJJKP\201, 99osi.wpd P.Q. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax 4 P.l. / AntA TPI. =e% _`l C e'r11 1klT41 17k_!1 ! UCi rl T!J Pull^!-'. " M, 01-03-2043 1 SOIL AND FOUNDATION INVESTIGATION FOR PROPOSED RESIDENCE LOT 1, BLOCK 5, LAKE CREEK MEADOWS 124 SPRING PLACE EAGLE COUNTY, COLORADO PROJECT NO. 20199 OCTOBER 19, 2000 a �c 0 y l; /FpF/ill yltt1{S{1�{��� PREPARED FOR: ERIC WARBLE P.O. BOX 7240 AVON, CO 81620 P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax, E-mail: lkpeng@snowcap.net T ABLE 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 ......................................... 4 SLAB CONSTRUCTION...................................................... 4 RETAINING WALLS......................................................... 5 UNDERDRAIN SYSTEM ..................................................... 5 SITE GRADING AND DRAINAGE ............................................. 6 LAWN IRRIGATION......................................................... 6 LIMITATION............................................................... 7 FIGURES LOCATION SKETCH ..........................................DRAWING NO. I SUBSURFACE EXPLORATION LOGS ........ ................... FIGURE NO. 1 SWELL/CONSOLIDATION.....................................FIGURE NO's 2 & 3 PERIMETER DRAIN .......................................... FIGURE NO.4 LKP Engineering, Inc. 1. 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 silty - clayey sand. 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 1, Block 5, Lake Creek Meadows, at 124 Spring Place, 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 1 is a 4.2357-acre lot, on the southwest corner of the cul-de-sac at 124 Spring Place, off Jackson Ranch Road in the Lake Creek Meadows Subdivision, south of Edwards, Eagle County, Colorado. The topography was moderate to steep. Drainage is to the north and northeast. A drainage ditch runs along the northern property line. Also, there was a dry ditch. Vegetation consisted of aspen forest. Lot 1 is vacant. LKP Engineering, Inc. We have assumed that the proposed residence will consist of two stories, wood frame construction, without a basement on a concrete foundation. We anticipate loads 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 October 4, 2000, consisted of excavating, logging and sampling one test pit and one profile hole. Excavation of the test pits was done with a conventional, John Deere 310E, rubber -tired backhoe. The test pits' locations are shown on Drawing No. 1. We show the soil profile of the test pit on the Subsurface Exploration Logs, Figure No. 1. Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION The soil profile encountered in the two test pits was uniform. Test Pit No. 1 had 2 feet of topsoil over 5.5 feet of light brown, silty -clayey sand to silty clay over 1.5 feet of weathered to firm shale bedrock. The profile hole had 2.5 feet of topsoil over 4.5 feet of brown, clayey -silty sand over 2 feet of light brown, clayey sand. We sampled the soil in the test pit at random intervals. The soil samples were tested in our laboratory for grain size distribution, natural moisture content, natural dry density, and swell/consolidation. The test results are shown on Figure No's 2 and 3. LKP Engineering, Inc. y 4 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 clayey -silty sand. If the entire foundation is supported on the bedrock, the maximum allowable bearing pressure can be increased to 3000 psf. 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. We recommend a minimum of 48 inches of backfill cover for frost protection of the footing subsoils. The foundation excavation should be observed by the undersigned engineer to verb that the soil conditions encountered during construction are as anticipated in this report. The foundation excavation should be free from excavation spoils, frost, organics and standing water. We recommend proof -rolling of the foundation excavation. Soft spots detected during the proof -rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. 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 LKP Engineering, Inc. 5 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 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 Foundation walls retaining earth and retaining structures that are laterally supported should be designed 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 To reduce the risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain (see Figure No. 4). The foundation perimeter drain should consist of a 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a sump pump location, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The drain pipe should be covered with a minimum of 6 inches of -3/4-inch free -draining granular LKP Engineering, Inc. 6 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. SITE GRADING AND DRAINAGE Grading plan was not available for our review. The following recommendations are general. 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. They should use mechanical methods of compaction. Do not puddle the foundation excavation. 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 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. 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. LKP Engineering, Inc. 7 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 Eric Warble, for the specific application to the proposed residence on Lot 1, Block 5, Lake Creek Meadows, Eagle County, Colorado. Sincerely, LKP ENGINEERING, INC. Luiza Petrovska, PE President C:\A1yFi I es\corel doc\W PDOC S\20199sn d. rpt.wpd LKP Engineering, Inc. tt� LOT 1 BLOCK 3 2, PiL LOT 2 BLOCK 5 _ 713, —,;60 �� l ! -1173 Ali LOT 4 BLOCK 5 CIVIL/GEOTECHNICAL Engineering, Inc. P.O. Box 2837 Edwards, CO 81632 tel (970) 926-9088 fax (970) 926-9089 NOTE: TEST PITS LOCATED BY PACING. LOCATION SKETCH LOT 1, BLOCK 5, LAKE CREEK MEADOWS 124 SPRING PLACE EAGLE COUNTY, COLORADO PREPARED FOR: ERIC JVARBLE NO.: 20199 SCALE: — 1„ _ 10 0, I DAZE: 10-19-2000 DRAVANG NO 1 2 c ° 1 c 0 x4 0 F' 0.1 1.0 10 100 APPLIED PRESSURE — ksf Sample of Light brown silty clay from: Test Pit No. 1 at 4 feet Natural Dry Unit Weight = 89.8 pcf Natural Moisture Content = 8.0 percent PRaEcr No.: 20199 LKP Engineering, Inc. Swell — Consolidation Test Results na, Na„ 2 9 - — TEST PIT NO.1 DATE OBSERVED: October 4, 2000 ELEVATION: S S Y A DESCRIPTION OF MATERIAL LABORATORY REMARKS DEPTH M M AND SAMPLE LOCATION TEST RESULTS FEET B P O L L E --- Topsoil DD= 89.8pcf MC=8.0% s Light brown silty sand -200=3.4% MC=13.4% Weathered bedrock Shale bedrock Bottom of test pit 9' No Ground Water Encountered 0 --- 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. 20199 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG FIGURE NO. I Percent Coarser by Weight .. O O q) w O O O � Z O O O U a O p O rt o h m W C O Q � x o 0 0 N O `r O _o o n � C O h O v � O N y � � 2 O Ln O w W O 4, O O Q� L O LO O O y U h J h C Wto O O 2 N Okr) U W ti O 7 O W � b 2 H O V1 �i Q) O U Percent Finer by Weigh t PRQ.ECT NQ: 20199 LKP Engineering, Inc. GRAIN -SIZE DISTRIBUTION nWR£Na: 3 SLOPE A 141A Y FROM BUILDING ° CO DER BACKFILL WI TH ONE FOOT OF RELA TI DEL Y IMPER PIOUS SOIL > . . ° \ > 7 . , GRANULAR FILL > > D Q O.O. > ° ° FOC P/VG o 0 0 0 > ° 0O0 O o ° o FILTER FABRIC (/✓,IRAFI 14ON OR EOU1'✓AL ENT) PLASTIC LINER, GLUED COARSE GRAVEL, J14 INCH DIA1✓,. TO THE FOUNDATION WALL, v✓/TH LESS THAN 52' FINES (NOT NEEDED WHEN GROUND !'✓ATER IS PRESENT) 4—INCH DIAMETER PERFORATED PIPE SLOPED TO A SUITABLE OUTLET A T 114 "" PER FOOT FOR FL EY, ISL E AND AT 1/8 "" PER FOOT FOR RIGID PIPE GRAVEL THICKNESS SHOULD BE AT LEAST 24 INCHES AND SHOULD INCREASE IF HEA VIER SEEPAGE 1S ANTICIPA TED PERIMETER DRAIN PROJECT NO.: 20199 CIVIL/GEOTECH\ICAL LOT 1, BLOCK 5, LAKE CREEK MEADOWS SCALE: NTS 124 SPRING PLACE LKP Engineering, Inc. EAGLE COUNTY, COLORADO - DATE: 10-19-2000 PREPARED FOR: P.O. Box 1452 Avon, CO 81620 FIGURE No.: tel (970) 926-9088 fox (970) 926-9089 ERIC WARBLE 4 LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 Fax (970) 926-9089 PERCOLATION TEST RESULTS Location: Lot 1, Block 5, Lake Creek Meadows Eagle County, Colorado Project No.: 20199 Client: Eric Warble P.O. Box 7240 Avon, CO 81620 P-1 P-2 P-3 TIME/DEPTH 22-8/16" 21-4/16" 21-8/16" 3:00 20-4/16" 3" 15-8/16" 2" 17-4/16" 2" 3:10 22-8/16" Added Water 14" 2-4/16" 17" 1-8/16" 18-12/16" 1-8/16" 3:20 16" 2" 17-12/16" 12/16" 21-8/16" add water 15" 2-12/16" 3:30 18" 2" 19-4/16" 1-8/16" 17-4/16 2-4/16" 3:40 18-8/16" 8/16" 19-12/16" 8/16" 18-12/16" 1-8/16" 3:50 19" 8/16" 20-4/16" 8/16" 19-12/16" 1" 4:00 19-8/16" 8/16" 20-12/16" 8/16" Dry PERC RATE 20 MIN/INCH 20 MIN/INCH <5 MIN/INCH AVG PERC: 13 MINUTES PER INCH Average Percolation Hole Diameter: 10" Holes Dug and Presoaked: 10-9-00 Test Run: 10-10-00 PROFILE HOLE: 0 to 2.5' Topsoil 2.5' to 7' Brown clayey silty sand T to 9' Light brown clayey sand No Ground Water ISDS Permit 'DZ Date-10. - 0 2. ISDS Final InsMection Q=Ieteneng Form Tank is 1.5 0 gal. Tank Material L L-cree Tank is located l J. ,5f t . and ? ab ° degrees from ,Clot tpes�.oeac leoaeuelel Tank is located ft. and degrees from (rexummt LWAM&k) _ V Tank set level. 71 _Tank lids within 8" of finished grade. size of field 150�C ft2 i units -7.11i lineal ft. Technology e S Cleanout is installed in between tank and house ( �1/10Oft �S P 6,6 ,v 9 �V 5 There is a "T" that goes down 14 inches in the inlet and outlet of the � tank. / �g t k k i N � N � d Inletand outlet is sealed with tar -,tape,. rubber gasket etc. s Task has t*o coinpartments with the.,=.ager- ;cpipartment. closest to the house. y Xdabure distance and relative _ 7 ,,Depth of field. a� ft. /aF�� c/ Soil interface raked _ Inspection portals at the .end of each trench:. Proper distance to setbacks. \je,S - !1NeL c4��� P.e- / cry, p r 0. v e , 4`j v' Chambers properly installed as per manufacturer$ specifications. (chambers latched, end plates properly installed, rocks 'removed from trenches, etc.) «,* y + RU Type of pipe used for building sewer line , leach field cy� =Inspection Other meets r2MAirements.�-Ie G� Copy form to installer's file if recomendations for improvement Were suggested. ACTION TAKEN: Setbacks Well 'Potable A t Fie d 0 25 5 Zallk 50 - 10 House Property line Lake Dry Gulch Tank Drain Stream eS 0 es 0 �61S 0 Y 5e5- Y 10 Sri 10 5 10 50 10 * 10 EA- ifEAVM AG Cfffl*TY P.O. BOX 179 EAGLE, CO 81631 PAOOUCT2*1(Sin* Sheets( Mf Vaddedl GroW. Mass. 0147i. Tv Oidn PHONE TOLL FREE 1-BOU125-6380 JOB SHEET NO. OF CALCULATED BY V Y d C E O DATE CHECKED BY--U r C E G' Q DATE 2198-02 Tax #2105-182-01-004 JOB NAME Lot #1, Block 5, WARBLE Lake Creek Meadows JOB NO. I& q � DAT7�;;7 DATE COMPLETED ►, DATE BiLLED_ L� e0 I �A, 010 _n, mor Em Ed Iraq gill 0-1 FIRM —.,m6A Wi Was TOTAL SELLING PRICE Am "I.I. M. A". I WN - MI,' - -- TOTAL MATERIAL -SINE: ' LABORTOTAL -■ • JLM�V I Momm-2 or � J�W a", I ■ -■ - ME �4, WOMEN-■ 14111 NO 1 TOTAL JOB COST!ME GROSS PROFIT Warm VIVO ` III LESS OVERHEAD COSTS % OF SELLING PRICE _■ JOB FOLDER PrInW in USA �-' `. '.=. _� 1, yi �-IV � L� t�� � � r•���_: �.�. �� � � �`ter.` _• ,p 2i ifs-cz r\ A-+.� ten; b�I l 1( 5P'< -, P)c.r" �J—Ci1 c( S 3 rows 4 „4, w.ac bc�l r_vM� �i`r`S-C L f'2LI 5f;,-1 Flc.c� 14-j—c.ickS CCl lG t7- -C -2- kA ,f 1'2-4 5pA�, C.Cc� F,e.i► t, 0l'2y Sic;may Pt�c� Cz Td0 -,./ f1( i nj o� A-t,/� t 'L L J 1p ' n+ tp L Ga C i' C� w CY c �. CL1i 14C;s 1 - CE&/� lGC r-<, —s .tip:,-,� i AwAc loo � C Zfl Spin p(cc� (-0�-tl5 L L^-Ice (k% �Gf(- I NJ :� tr el. . 41 Sk ;� i�� �J � — 1. .• �. �� � �• � _.. Y .,'1 I 1✓