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Home My WebLink About2100 Colorow Rd - 210713402011INDIVIDUAL 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. 1860-99 BP NO. 12486 OWNER: ROLAND RADLER PHONE: 970-524-6510 MAILING ADDRESS: P.O. BOX 792, GYPSUM, CO 81637 APPLICANT: SAME PHONE: SYSTEM LOCATION: 2100 COLOROW RD., EDWARDS, CO TAX PARCEL NO. 2107-134-02-011 LICENSED INSTALLER: BIGHORN EXCAVATING, RON GROUT LICENSE NO. 2-99 PHONE: 970-328-6209 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 2250 GALLON SEPTIC TANK 2250 SQUARE FEET OF ABSORPTION AREA VIA 73 CHAMBERED UNITS SPECIAL REQUIREMENTS: IF 2 TANKS ARE USED (1250, 1000 GALLONS), THE BAFFLE IN THE 1ST TANK (1250) MUST BE REMOVED. INSTALL LEACH FIELD IN SERIAL DISTRIBUTION IN TRENCHES WITH A CLEAN OUT BETWEEN THE TANK AND THE HOUSE, FOR EVERY 100 FEET OF PIPE RUN AND INSPECTION PORTS IN EACH TRENCH. MAKE SURE THAT THE TRENCHES RUN ALONG THE CONTOURS OF THE SLOPE, AND INSTALL IN THE AREA BETWEEN THE 2ND AND 3RD PERC TEST HOLES. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYS- TEM HAS RECEIVED FINAL APPROVAL. �i ENVIRONMENTAL HEALTH APPROVAL: �lj�;" /rLU/ �C DATE: SEPTEMBER 7, 1999 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: 2250 SQUARE FEET (VIA 73 INFILTRATOR UNITS ) INSTALLED CONCRETE SEPTICANK: 2500 GALLONS IS LOCATED 334 DEGREES AND 35 FEET INCHES FROM _THE CORNER OF THE. HOUSE. COMMENTS: FINAL INSPECTION DONE BY HEATHER SAVAT OX ON 9-21-99 ADDTTTnNAT PHnTnq nF Tug ('T FAm OUT INSTALLATION WERE RECEIVED ON 12-3-99 FROM THE TN TATTFR THE SFPTTC TANK TS nVFR 4T7FT) TO ACCOMMODATE 8 REQUIRE ADDITION BUT THE LEACH FIELD IS ONLY LARGE ENOUGH FOR BEDROOMS.FUTURE ANYPT MSTON WILL NOTMEETING REQUIREMENTS DWILL BE CORRECTED ORRECTED BEFOREDFIN AEAPPROVABL, OF SYSTEN3 IS�MADDE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: DECEMBER 6, 1999 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. 1860-99 BP NO. 12486 OWNER: ROLAND RADLER PHONE: 970-524-6510 MAILING ADDRESS: P.O. BOX 792 GYPSUM CO 81637 APPLICANT: SAME PHONE: SYSTEM LOCATION: 2100 COLOROW RD., EDWARDS, CO TAX PARCEL NO 2107-134-02-011 LICENSED INSTALLER: BIGHORN EXCAVATING, RON GROUT LICENSE 2-99 PHONE: 970-328-6209 DESIGN ENGINEER: PH0 NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 2250 GALLON SEPTIC TANK 3000 SQUARE FEET OF ABSORPTION AREA /A98 AMBERED UNITS SPECIAL REQUIREMENTS: IF 2 TANKS ARE USED 1250 1000 GALLONS HE BAFFLE IN THE 1ST TANK 1250 MUST BE REMOVED. INSTALL IN SERIAL DISTRIBUTION IN TRENCHES WITH A CLEAN OUT BETWEEN THEXANK AND THE HOUSE FOR EVERY 100 FEET OF PIPE RUN AND INSPECTION PORTS IN EACH TRENCH. MAKE SURE THAT THE TRENCHES RUN ONG THE CONTOURS OF THE SLOPE AND INSTALL IN THE AREA BETWEEN THE 2ND AND 3RD PERC TEST HOLES. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR F AL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR ANY QUESTIONS REGARDING THE INSTALLATION. BUILDING RTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL. /� �j,� / r ENVIRONMENTAL HEALTH APPROV Z • O f�iU !�"I!.:• DATE: MAY 24, 1999 CONDITIONS: 1. ALL INSTALL ADOPTED PM 2. THIS PERMIT I REQUIREMEN SHALL AUTOD 3. CHAPTER IV, BE LICENSED. M ( 1 FINAL APPRO AL C V) NO SYSTE SHALL B J 'EM IS APPRO D PRIOR' INSTA LED ABSORI INSTALLED o COMMENTS: — ANY ITEM NOT MEET] COMPLETED. � ^ � IS ENVIRONMENTAL H Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) � .C,. 7q0 307 ISDS Permit # (W - l l Building Permit # 12-4aG APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 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" PROPERTY OWNER: 'hOLA1.I-3-3 MAILING ADDRESS: R 0, e-0,<- 74 2- CO • PHONE: 524-E,SCp APPLICANT/CONTACT PERSON: ' o>cCANL to-V(A- f i PHONE: S24-O'l0 LICENSED SYSTEMS CONTRACTOR: jalc,44naw PHONE: Cl 9 3z2- ^� o tom) GLe oc..yT- COMPANY/DBA: .p(Gi- +�oQZNI EC,A,-V, ADDRESS:-C-Ai-.[; PERMIT APPLICATION IS FOR: (j<) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: 1-. Q T_ � A T- C OG-O C Ow ` r S QOKUJ C-?-e�74r- Legal Description: Tax Parcel Number: Physical Address: Z10,0 C- OL-of-c( i BUILDING TYPE: (Check applicable.catego >< Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY:. (Check applicable category) 4X) Well ( ) Spring ( ) Surface ( . ) Public Name of Supplier Lot Size: Number Number Type _ of Bedrooms of Bedrooms *These syste-tV`sArtp�jjgesign by a Registered Professional Engineer SIGNATURE: Date: ************************************************************************** AMOUNT PAID: � RECEIPT #: (A(01D DATE: CHECK #: udA CASHIER: G®r�TIG� cv-�& -59 ©, s-+17 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 August 26, 1999 Roland Radler P.O. Box 792 Gypsum, CO 81637 Dear Mr. Radler: Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 As per your request, our office has resized your ISDS Permit #1860-99 from eight bedrooms to five bedrooms. However, after checking your building plans on file in the Building Department it was determined that the approved set of plans had indeed included an eight -bedroom residence, with three of the bedrooms on the unfinished lower level. If at any time in the future you are planning on finishing this area, you will need to expand the size of your septic system to include these three bedrooms. Also, your Certificate of Occupancy will only include the two upper levels of the home, and you will need to apply for another building permit to finish off the basement area. . You currently have a permit to install a septic system large enough to accommodate eight bedrooms.' In order to reissue the ISDS Permit for five bedrooms, we will need a letter verifying your intent to finish only the upper levels of the residence at this time, and acknowledgment of the fact that you will have to reapply for a Building Permit and an ISDS Alteration Permit to finish the lower level. A copy of the letter will be placed in both the Building Permit File and the ISDS Permit File. We realize that building costs are extremely high in this area, but they will only continue to escalate in the future. We recommend that you install at least enough septic tank capacity for the originally planned eight bedroom home, which would be 2250 gallons. That way you will only have to add to the leach field and not worry about the tank size. This is only a recommendation. Please call 328-8755 if you have any questions regarding any of the above. Sincerely, anet Kohl Eagle County Environmental Health cc: Joe McGrath, Eagle County Building Division 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 7, 1999 TO: Bighorn Excavation FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Reissuance of Individual Sewage Disposal System Permit No. 1860-99, Tax Parcel #2107-134-02-011. Property Location: 2100 Colorow Rd., Edwards, CO., Radler. residence. Enclosed is your ISDS Permit No. 1860-99. 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. 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. If all items are not completed, a reinspection fee of $42.50 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Enclosures: ISDS permit # 1860-99; ISDS Final Inspection Completeness Form September 7,1999 Env.,,,,,, irogamgnIda h At 'A ' g,� Septic- Building Permit # 1860 2100 Cblorow Rod, Edwards Roland Radler Requesting change of specs on our system. Eliminating New plan will have five bedrooms and six bathrooms, Weag ado leave the ariginat tank size as you suggested in your letter to us. g Sincerely, r Wel o :01,04 W11:1 11, !0 Roland Radler ISDS PERMIT # 186C) % PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH OWNER: blud Gdle-f- -PHSYSICAL ADDRESS: lob Co I o r mo6 o n LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING: NUMBER OF BEDROOMS: IWI TEST HOLES PRE-SOAKED: TIME WATER DEPTH NO INCHES OF FALL .-,�t /,7 SOIL RATE PROFILE 5 za/gq-) 0 Z fD 44 7''F 1' ZS ?� e ' l v 3.... 311 T/e- 6 6 21 3v Yo v I/q 13� q'�� `� �'� �''� q o 'so 51 d/2- ql61 �l I�� f o y d ' Ss I 0 8 G OG 125�� 1� �� I6'�& � '�� —v 4v 1 b� s�8 t Z I D r/y _ �� fS ��$ - 0 �f b 1 1 iL" pYOUJ/�, t�ld�sh- w Series , TIME TO DROP LAST INCH: PERC RATE:g O /w gIrmlAd4-a,kr L�C MINIMUMINIMUMH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: Z�Q °r�c� ENVIRONMENTAL HEALTH SPECIALIST DATE ISDS Permit # 18bo"qj Date � I ag l l f) ISDS Final Inspection Completeness Foam J� Tank is T U gal. Tank Material 60 (VC, Tank is located 35 ft. and 33�° degrees from (permanent landmark) Tank is located ft. and degrees from (permanent landmark) V Tank set level. ✓ Tank lids within 8" of finished grade. Size of field ft2 72 units lineal ft. Technology i; 71 1 10 � Is OCleanout is installed in between tank and house(+ 1/100ft). I� There is a "T" that goes down 14 inches in the inlet and outlet of the tank. Inlet and outlet is sealed with tar tape, rub�askeetc. Tank has two compartments with the larger compartment closest to the house. VMeasure distance and relative direction to field. Depth of field 1-3 ft. V/ Soil interface raked. V Inspection portals at the end of each trench. V Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks femoved from trenches, etc.) Type of pipe used for building sewer line Slid` leach field.5FU_ 3S" Other v Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 JOB EAGLE -"COUNTY ENV. HEALTH P.O. BOX 179 SHEET NO. OF EAGLE, CO 81631 CALCULATED BY DATE CHECKED BY DATE creel c -. 4 ..... ........ ......:........ .. .. ..... .. ....... ......` ` ... ...:.. ...... ....... ..-. .... .... .................... ... ....... :.... .. :............ ....... .............. .......... .... .. ......... ..�..................... .................... ".. .... . :....... ........ .. .. .... .... ... ... .... ..... PRODUCT 204-1(Single Sheets) 20Si (Padded) ®4e Inc., GrOn. Mass.01471. To Order PHONE TOLL FREE 1-8*2 5-M r + l ChenONorthern, Inc. Consumng Engrneers and Sc,enlists SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 6A, COLOROW AT SQUAW CREEK EAGLE COUNTY, COLORADO JOB NO. 4 136 93 DECEMBER 30, 1992 PREPARED FOR: W. JOHN PRITCHARD 7304 LANDON LANE NEW ALBANY OH 43054 A member of the HIH group of companies 5080 Road 154 Glenwood Springs. Colorado 81601 303 945-7458 303 945-2363 Facsimile ChenONorthern. inc- Consullrnq Enginvors and Scienirsls # December 30, 1992 W. John Pritchard 7304 Landon Lane New Albany OH 43054 5080 Road 15J Glenwood Springs. Colorado 81601 303 945-7458 303 945-2363 Facsimile Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 6A, Colorow at Squaw Creek, Eagle County, Colorado. Job No. 4 136 93 Dear Mr. Pritchard: As requested, we have conducted a subsoil study at the subject site, located on Lot 6A, Colorow at Squaw Creek in Eagle County, Colorado. Subsurface conditions encountered in the exploratory borings drilled in the proposed building area are variable and generally consist of clayey sand and gravel overlying sandstone and siltstone bedrock. The clay fraction of the upper soil has a relatively high plasticity and may have a low expansion potential when wetted. Groundwater was not encountered in the borings at the time of drilling, The proposed residence can be founded on spread footings placed on the natural subsoils or bedrock and designed for an allowable bearing pressure of 2500 psf and a minimum dead load - pressure of 600 psf. The foundation bearing soils should be evaluated at the time of excavation to determine if expansive soils are present. The report which follows describes our investigation, summarizes our findings, and presents our recommendations. It is important that we provide consultation during design, and field services during construction to review and monitor the implementation of the geotechnical recommenda- tions. IIf you have any questions regarding this report, please contact us. Sincerely, CHEN-NORTHERN, INC. Thomas L. Allen, P.E. TLA/ec Rev. By: SLP A member of the 99groupol companies f - 12- SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Excessive wetting or drying of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the expansion potential of clay soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement 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 to 3 feet of the on -site 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 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 paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. PERCOLATION TESTING Percolation testing was performed at the locations shown on Fig. 1. Two profile holes were drilled at the locations shown on Fig. 1 to determine a suitable area for percolation testing. The logs of the profile holes are shown on Fig. 2. The subsurface conditions encountered in Profile Hole 1 consist of about 1 foot of topsoil over about 1 foot of clayey gravel. Sandstone bedrock was encountered at a depth of 2 feet to the full depth of exploration, 8 feet. Profile Chen@Northern, Inc. Consuuiny Engmeetsand Soenusis - - 13 Hole 2 was drilled southeast of the proposed building location. The subsoils encountered consist Of 1 foot of topsoil overlying clayey gravel to a depth of 8 feet. No free water was encountered in the profile holes. The shallow bedrock encountered in Profile Hole 1 indicates this area will likely be unsuitable for a conventional infiltration septic stem. P Y Percolation testing was performed in three shallow 7-inch diameter borings near Profile Hole 2. The results of the percolation testing are presented in Table II. The results indicate infiltration into the u s bsoils is very slow and a conventional infiltration septic system may not be feasible at this site. The slow percolation rates may be due to a combination of the soil type and density and auger hole testing and, may not be representative of the true infiltration rate for these soils. The auger drilling operation can cake or smear the sides of the boring which can r reduce the percolation rate. We recommend additional testing be performed in larger backhoe dug holes to better determine infiltration rates. If the rates remain slow, an evaporation/transpiration septic system may be a feasible alternative to a conventional infiltration system. The selected system should be designed by a qualified engineer familiar with local 9 g regulations pertaining to septic disposal systems. LIMITATIONS This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Fig. 1, the proposed type of construction and our experience in the area. The nature and extent of subsurface variations across the site may not Chen@Northern,'Inc. Cunsuninr) Engineers and Scientists -14- become evident until excavation is performed. If during construction, fill, soil, rock or water conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on -site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the soil engineer. Sincerely, CHEN-NORTHERN, INC. Thomas L. Allen, P.E. Reviewed By Steven L. Pawlak, P.E. j�i� i �Os q� rFS;% 28301 •. o70ifillimm a Chen0.Northern, Inc. ConsulbngEngrneersand Sclenasls APPROXIMATE SCALE 1 " = 120' LOT 7 A LOT 6 A BUILDING ENVELOPE PROFILE HOLE I 0 BORING 2 P 3Q 0 • BORING I OP I Q PROFILE HOLE 2 P 2 LOT 5 A BENCH MARK GROUND AT BASE OF LARGE PINE TREE; ELEV. = 100.0'1 I ASSUMED. ZEASEMENT 4 136 93 ChenNorthern,InG LOCATION OF EXPLORATORY BORINGS Fig I AND PERCOLATION TEST HOLES Profile Profile Boring 1 Boring 2 Hole 1 Hole 2 Elev. = 107.8' Elev. = 109.2' Elev. = 95.4' Elev. = 106.3' 110 am e 35/12 WC=19 o, -200=49 37/12 105 LL=55 PI=24 WC=14;°: -200=66 •o 105 LL=34 30/6,15/0 "" .4 PI=12 a• ° 0 24112 100 17/12 a 100 WC=14a. 80/8 �" • - ±200627 LL=36 52/12 +, PI=10 a, 95 26/12 95 4-3 a `` 0 22/6, 30/ 1 i. o 15/3,15/0 b �+ 90 70112 90 12 �- 75 75 Note: Explanation of symbols presented on Fig. 3. 4 136 93 Chen*Northern, Inc. Logs of Exploratory Borings Fig. 2 LEGEND: ETopsoil; sandy silt, clayey, stiff, black, organic. Gravel (GC-CL); clayey, very sandy, medium dense to dense, moist, brown to reddish brown, clayey sand in Boring 1. Siltstone Bedrock, hard, slightly moist, red -brown. Sandstone Bedrock; hard, slightly moist, gray, highly fractured. Relatively undisturbed drive sample; 2-inch I.D. California liner sample. Drive sample; Standard Penetration Test (SPT), 1 3/8-inch I.D. split spoon sample, ASTM D-1586. 26/12 Drive sample blow count; indicates that 26 blows of a 140-pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. NOTES: 1. Exploratory borings were drilled on December 10, 1992 with 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were measured by instrument level survey and refer to the Bench Mark on Fig. 1. 4. The exploratory boring locations and elevations should be considered accurate only to the. degree implied by the method used. 5. The lines between materials shown on the exploratory.boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling. Fluctuations in water level may occur with -time. 7. Laboratory Testing Results: WC = Water Content (%) +4 = Percent retained on No. 4 sieve -200 = Percent passing No. 200 sieve LL = Liquid Limit (%) PI = Plasticity Index (°%) 4 136 93 1 ChenONorthern, Inc. I Legend and Notes I Fig. 3 M ON to cM v V I I LL Q c� D ` Vl c ro 3 w a � , r rC7 4J O Y70 > g8C �j 1O V ra S_ wO 0 0) m >i N N 4J r0 rLS rp U Q) V w w�:i ZNr- LL No Z¢w n O Ow = U T UX F= o r ct N O J u)z J N 0 2 a m Lu 0 a 7J LO Cl) C'') Zi$w u Fn"> ON lD I� cc w<Zy d 110 N as o <T N Z cc N J W _ i� J 2 T N FOZ X Z � Q DW .-. Z T Q� GY Ct zoo i 2� Z o p— N SVO O J � J a � o N z a 0 m N Job No. 4 136 93 December 11, 1992 TABLE II PERCOLATION TEST RESULTS WATER WATER LENGTH DEPTH AT DEPTH AT DROP IN AVERAGE HOL8 OF START OF END OF WATER PERCOLATION HOLE DEPTH INTERVAL INTERVAL INTERVAL LEVEL RATE NO. (In.) (Min.) (Inches) (Inches) (Inches) (Min./Inch) P-1 48 30 311/4 311/4 0 30 311/4 311/2 1/.4 25 31 1/2 31 1/2 0 220 P-2 48 30 33 33 1/2 1/2 30 33 1/2 33 1/2 0 25 33 1/2 33 5/8 1/8 440 P-3 52 30 36 361/8 1/8 30 361/8 361/4 1/8 25 361/4 361/4 0 440 Chen @Northern, Inc. ConSU111119 t„yinev(s and Soenl,sis r CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES " Chen -Northern, Inc. ASTM Designation: D 2487 - 83 (Based on Unified Soil Classification System) I L J 1 Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests' Soil Classification Group Symbol Name' Coarse -Grained Soils Gravels Clean Gravels Cu>_4 and 1:5Cc53' GW Well graded gravel' More than 50% retained on More than 50% coarse Less than 5% fines` No. 200 sieve fraction retained on Cu<4 and/or 1>Cc>3' GP Poorly graded gravel' No. 4 sieve Gravels with Fines Fines classify as ML or MH GM Silly gravel' More than 12% lines` Fines classify as CL or CH GC Clayey gravel' Sands Clean Sands Cu>_6 and 15Cc<3' SW Well -graded sand' 50% or more of coarse Less than 5% lines' fraction passes No. Cu<6 and/or 1>Cc>3' SP Poorly graded sand' 4 sieve Sands with Fines Fines classify as ML or MH SM Silty sand` More than 12% lines' Fines classify as CL or CH SC Clayey sand` Fine -Grained Soils Silts and Clays inorganic PI>7 and plots on or above CL Lean clay' 50% or more passes the Liquid limit less thah 50 "A" line' No. 200 sieve PI<4 or plots below "A" ML Silt` line' organic Liquid limit - oven dried<0.75 OL Organic clay" Liquid limit -not dried Organic silt` ` " ° Silts and Clays inorganic ! PI plots on or above "A" fine CH Fat clay` `" Liquid limit 50 or more PI plots below "A" line MH Elastic silt` `" organic Liquid limit - oven dried <0 75 OH Liquid limit - not dried — Highly organic soils Primarily organic matter. dark in color. and organic odor 'Based on the material passing the 34n. (75-mm) sieve. •If field sample contained cobbles or boulders. or both. add "with cobbles or boulders. or both" to group name. `Gravels with 5 to 12% fines require duel symbols: GW-GM well -graded gravel with silt GW-GC well -graded gravel with clay GP -GM poorly graded gravel with silt GP -GC poorly graded gravel with clay *Sands with 5 to 12% Fines require dual symbols: SW-SM well -graded sand with silt SW -SC well -graded sand with clay SP-SM poorly graded sand with sill SP-SC Itoorly graded sand with clay MEMO MENEM • "afflM■,■, ,�,,. ' ■E■■,.1 ■,■■■.M1 ■"�0111 11111111l10\111111 too I I I 1 so 10 5 1.0 0.5 0.10 PARTICLE SIZE IN MILLIMETERS - IDr.I (2.5)= Cu D.,0.075- 200 Cc _ O-,�IOK 0.075. 15 -5.8 t 0" - • OW 'II soil contains >_15% sand. add -with sand- to group name. •If fines classify as CL-ML. use dual symbol GC -GM, or SC-SM. 'If lines are organic. add "with organic lines' to group name. 9f soil contains >_15% gravel. add "with gravel- to group name. 60 50 CL X 40 tL Z H 30 U H 20 (L Organic clay` `"' Organic silt` PT Peat 'If Allerberg limits plot in hatched area. soil Is a CL-ML. Silty clay. 'It soil contains 15 10 29% plus No. M. add "with sand" or "with gravel-. whichever is predominant. •11 soil contains a30% plus No. 200. predominantly sand. add -sandy" to group name. "it soil contains a30% plus No. 200, predominantly gravel_ add "gravelly" to group name. `P12:4 and plots on or above "A- line. •PI<4 or plots below -A" line. 'PI plots on or above "A- line. *PI plats below "A" line. For ctasselcatlen of fine-9mined soils and arleyrs(ned fraction of coarse-gralned / / was r4 AIA Equation of -A"-line Horizontal at PI = 4 to LL = 25.5. then PI = 0.73 (LL-201 �.� P . Equation of-U-4ine Vertical at LL = 16 to PI: = 7 / then PI = 0.9 (LL-8) q° MH-OH / M L - O L CL-M t 10 7 4 0 110 0 10 18 20 3f1 40 50 80 70 - BO 90 100 LIQUID LIMIT (LL) 1860-99 '1'axjf L1U/-134—Uz-U11 Lot 6A, Colorow RADLER JOB- NAME _ 2100 Colorow Rd., Squaw Creek Edwards JOB Nil /a y �� rnR i ncerinm • .• . i DATE COMPLETED i •• / �I W/1 Via• �� i • r /0 IIf NO, �/4 111711111 / •_ COST TOTAL SELLING PRICE • MIN ■ Fdo 510 c•-maN�l E mm Wjf-F,il�1111�1 Will MISC. COSTS 05 TOTAL J FIE -- GROSS• _■ OVERHEADLESS • • ME JOB FOLDER Product 277 JOB FOLDER Printed In USA _ .,.>Y: r� -- _ _ � � . - ::,. - . �: -, :� ,�, �. ��. � ,: •1 y ' �: