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HomeMy WebLinkAbout01989 i . GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 909 Glenwood Springs, Colorado 81801 Phone (903) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT +'a? 1989 a building or use permit. Owner NUOIMOOMOUBOVOWX U.S. Department of Energy (U Q BTRA- RIf2T p � 'MONSilffiet ti .„1iv '' *,'+, , Rifler 6GOE Iwy 13 System Location Licensed Installer Green International, Inc. Conditional Construction approval is hereby granted for a / 00 gallon ✓ Septtc Tank or Aerated treatment unit. Absorption area for dispersal area) computed as follows: H Perc rate of one inch in A minutes requires a minimum of A./ A sq. ft. of absorption area per bedroom. ILA Therefore the no. of bedrooms 1 A� x _eV 4 sq. ft. minimum requirement = a total of ! sq. ft. of absorption area. ,f rr l r May we suggest ( Arpt u✓ tt a 4 -to Icl I j „ v1 i � ( ; J �iactt cI Pt CL. • "a4.0 1 � r e,Avi•c Date � Inspector FINAL APPF,�t�' „ L OF SYSTEM: No .system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover• king any part. / �J 00 f Septic Tank access for inspection and cleaning within 12” of ground surface or aerated access ports above ground surface. . !i Proper materials and assembly. 0, i 4..4 Trade name of septic tank or aerated treatment unit. A At Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations /requirements. u. Other , , . ) Ot � / ( T • 07 9 -,) *t 1 '3%.r r s:.,.., ..e t im '4' a• '• " -� '•r 01; Ir Da a �_ - - Inspector =- � RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 'CONDITIONS: 1. All Installation must comply with all requirements of the ColoredoState Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1994. 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 dweilln( or structures not approved by the Building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or Installs an Indiv(dual sewage disposal system in a manner which Involves a knowing and material variation from the terms or specificetionst)orttained In the application of permit commitsa Class I, Petty Offense ($500.00 fine — 6 months in Jail or both.). Applicant: Groan Copy Department: Pink Copy GARFIELD COUNTY REGULATORY OFFICES AND PERSONNEL June 3, 1992 Glen Sykes Green International, Inc. P.O. Box 346 Rifle, CO 81650 RE: ISDS Permit No. 1988 and ISDS Permit No. 1989 (and ISDS Permit No. 1659) Dear Mr. Sykes: In regard to the information in your letter of 5/19/92, it appears that the septic system installed in 1988 at the 24230 Hwy 6 & 24 site (ISDS Permit No. 1659) will be adequate for the current proposed use at this location (ISDS Permit No. 1988). The holding tank to be installed at the 6606 Hwy 13 site (ISDS Permit No. 1989) was approved by the Board of County Commissioners on 5/18/92. Copies of these permits are attached. If you need any more information, please call. Sincerely, Jim McMurrey Building Official JM /rlb Enclosures 109 8TH STREET, SUITE 303 • 945-8212/625-5571/285-7972 • GLENWOOD SPRINGS, COLORADO 81601 Application INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by County Official: OWNER U.S. Department of Energy /MK- Ferguson Co. 4 ✓ ,.o o l S G� ADDRESS P.O. Box 151, Rifle, CO 81650 6604 ki 13 PHONE 303/625 -4618 ( � 0 y. o {� CONTRACTOR Green International, Inc. JJe lE ADDRESS 8055 E. Tufts Avenue, #700, Denver, CO 80237PHONE 303/779 -5360 tit O\ 0) °'" ■ • PERMIT REQUEST FOR: ( X) New Installation ( ) Alteration ( ) Repair ' Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes. (See page 4.) LOCATION OF PROPOSED FACILITY: County Garfield Near what City of Town Rifle Lot Size Legal Description Estes Gulch disposal site located within Section 14, T5S, R93W, 6th PM, Garfield County C (9L2 p 4P b1 -wcj. ! �' WASTES TYPE: ( ) Dwelling ( ) Transient Use (XX ) Commercial or Institutional ( ) Non- domestic Wastes ( ) Other - Describe BUILDING OR SERVICE TYPE: Temporary construction offices Number of bedrooms 0 Number of persons 40 maximum ( ) Garbage grinder ( ) Automatic washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (xx ) well ( ) spring (xx ) stream or creek Give depth of all wells within 180 feet of system: None within 180' If supplied by community water, give name or supplier: GROUND CONDITIONS: Depth to bedrock: 30' -46' See attached bore and test pit logs Depth to first Ground Water Table: Monitoring wells approx 375' N.and 250' E. Are dry at 60' and Percen s ground e siope: Staging area will be leveled to within +/- 3°A: for existing see Attach. B DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Approximately 6 miles Was an effort made to connect to conmunity system? No TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( ) Septic Tank ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use ( X)Q Chemical Toilet ( xx) Other - Describe: Storage Tank FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ( ) Wastewater Pond (XX) Other - Describe: Pumped and trucked to Rifle wastewater treatment plant WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? No • SOIL PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer.) Minutes per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole Mo._ Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposes of the evaluation of the application; and the issuance of the permi'tis subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further under- stand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for per- jury as provided by law. Date /w /9y Signed „ar , ad° PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY See Attachments 'A' and 'C' PLOT PLAN AND DESIGN FEATURES: Include by measured distance location of wells, springs, potable water supply lines, cisterns, buildings, property lines, subsoil drains, lake, water course, stream, dry gulch and show location of proposed system by direction and distance from dwelling or other fixed reference object, and additional submissions in support of this application such as data, plans, specifications, statements and commitments. SEX. Arrnalmrscr ' b • • Page 4 (c) GREEN INTERNATIONAL, INC. P.O. Box 346 Rifle, Colorado 81650 Telephone: (303) 625 -0815 GREEN Fax: (303) 625 -3017 May 19, 1992 D - 1 MAY 2 1 1992 c� GARFIELD COUNTY Mr. Jim McMurrey Regulatory Offices 109 8th Street Glenwood Springs, CO 81601 -3303 RE: 24230 Highway 6 & 24, Sewage Disposal System Dear Mr. McMurrey: Thank you and Mr. Bean for your assistance in expediting the approval with the County Commissioners of our storage tank application at the Estes Gulch disposal site. Attached is a copy of the application and a check for the $50.00 fee. If any further information is required, please contact me at (303) 625 -0815. Sincerely, GREEN INTERNATIONAL S Glen Sykes, Project Engineer GS /kcd CC: Randy Van Slyke Denver Job Files GREEN INTERNATIONAL, INC. Oc '` .jk) ' ��� 8055 E. Tufts Avenue, Suite «700 a� l= h C -/ / xiyy Denver, Colorado 80237 Telephone: (303) 778.5360 FAX: (303) 779.5380 /' i• (� r$Yat. n �Gr h 0.'�IODid� j fC van iZu i104, nt � L2� -dcv/ II Mac d1AY5�r7,9. 1 sae of An/< 3 Energy (94 It RFL -PH -II ----- __.._..- D Disposal Svstem Application Dear Mr. McMurrey: Enclosed is the subject sewage disposal system application for temporary construction offices at the Estes Gulch Disposal Site location for the referenced UMTRA Project for County review and approval. Included wit] y map (Attachment 'A'), topography m 1 "bent 'B'), temporary facility lays n and ground water table logs. I/ Should you Y t further information, please contac •0815. Sincerely, GREEN INTERNA / Com rh Randy Van Sly; Project Manage 7 4 J F -,, fir cc: Job File Denver File (7084 -1M) IQa 5 �� 5 h (Go b' ! ` c 97 5 r gi 9 GREEN INTERNATIONAL, INC. Den , Tufts Avenue, Sutte «700 E V E Denver, Colorado 80237 Telephone: (303) 779-5360 FAX: (303) 779 -5380 APR 2 2 1992 GARFIELD COUNTY Garfield County April 20, 1992 Building & Sanitation Department Regulatory Offices & Personnel 109 8th Street, Suite 303 Glenwood Springs, CO 81601 -3303 Attention: Jim McMurrey Regarding: U.S. Department of Energy Rifle UMTRA Project RFL -PH -II Rifle, Colorado Subject: Individual Sewage Disposal System Application Dear Mr. McMurrey: Enclosed is the subject sewage disposal system application for temporary construction offices at the Estes Gulch Disposal Site location for the referenced UMTRA Project for County review and approval. Included with the application is a vicinity map (Attachment 'A'), topography map with well locations (Attachment 'B'), temporary facility layout (Attachment 'C'), bore logs, and ground water table logs. Should you have any questions or require further information, please contact the undersigned at (303)625 -0815. Sincerely, GREEN INTERNATIONAL, INC. / Y MCL TI x Randy Va V �J n Slyke Project Manager / « s ( ` "" j g ��� � ` cc: Job File Denver File (7084 -1M) i // k4& �c� ,Y. At t A.190 r �_ CI MEEKER I I • O 1 F WHITE I I • o _ ! .J_ � DE NVER s I r D1 e I • ESTES GULCH r w COLORADO RIO BLANCO _� r DISPOSAL SIrE I r cIa '1 Q V RIVER I APPROXIMATE LOCATION OF MAP J — GARFWLD NEw S rgSN}E .�1J " a � . C CAST RIFLE _ � � ' LENµpOp W . i PRINGS 4.r ' SITES S PRJGESSMG 0 o L RDA GAMESA CARRBONDALE J g MESA DE SEO ( GRAND ( ` NATI ONAL : Fq MESA /' ) ® G -- O /}�; �e V / � MITA NATIONAL i i i FOREST I i / FOREST 1''" - 3 I 4 ? / cuAREDCE IOWIE I W }� - _ Is ii f' � I 2 l y 6 W F ( LOCATION MAP • 1 0 10 20 30 W SCALE MILES y FO& flhjp• e ff tc ' 8 oa d to .T / ESTES GVLCN 'o V 1 DISPOSAL SITE 2 ® o _ _ CO W A W i J W V i i- dI a. NEW RIFLE 0 PROCESSING SITE C ITY OF .----- ' RIFL /OLD RIFLE PROCESSING SITE it l VICINITY MAP — I Iv 3000 0 3000 6000 14, � N SCALE FEET -" ' -- 1313 LIST OF DRAWINGS DRAWING NO. I DRAWING TITLE RFL GE- I0 j TITLE SHEET RFL-GE _ VICINITY MAP, LOCATION MAP a LIST OF DRAWINGS RFL- GE-10 I FENCE AND GATE DETAILS RFL- GE- 10-0704 I POTENTIAL ROCK AND BORROW SOURCES RFL -PS-10 -0705 I SITE PLAN -OLD RIFLE RFL -PS- 10-0706 I MONITORING WELL, TEST PIT, BORING AND PIEZOCONE LOCATION PLAN RFL -PS -10 -0707 I UTILITY REMOVAL PLAN RFL-PS -10 -0708 I EXCAVATION SEQUENCE AND TAILINGS EXCAVATION PLAN RFL -PS -10 -0709 I FINAL GRADING PLAN RFL -PS-10 -0710 I SITE PLAN - NEW RIFLE RFL -PS-10 -071 1 I MONITORING WELL, TEST PIT AND BORING LOCATION PLAN RFL -PS- 10-0712 I UTILITY REMOVAL PLAN AND PAVING OF APPROACH ROADWAY RFL-PS-10 -0713 I EXCAVATION SEQUENCE AND TAILINGS EXCAVATION PLAN RFL -PS -10 -0714 I FINAL GRADING PLAN RFL- DS -10- 0715 1 SITE PLAN - TAILINGS EMBANKMENT RFL -DS-10 -0716 1 MONITORING WELL, TEST PIT AND BORING LOCATION PLAN RFL -DS-10 -0717 ] ACCESS CONTROL AND STAGING AREA -PLAN AND DETAILS RFL-DS -10 -0718 1 EMBANKMENT -.FOUNDATION EXCAVATION RFL-DS -10 -0719 1 TEMPORARY SITE DRAINAGE AND CONSTRUCTION FACILITIES PLAN RFL -DS-I0 -0720 _I TEMPORARY SITE DRAINAGE, RETENTION BASIN SECTION AND DETAILS RFL -DS-10 -0721 I TEMPORARY SITE DRAINAGE, PROFILE AND SECTIONS RFL - DS - 10 -0722 I FINAL SITE GRADING AND DRAINAGE PLAN RFL- DS-10-0723 I TAILINGS EMBANKMENT SECTIONS RFL -DS -10 0724 I TAILINGS EMBANKMENT DETAILS RFL -DS -10 0725 I PERMANENT SITE DRAINAGE, INTERCEPTOR DITCH PROFILE AND SECTIONS RFL -DS -10 -0726 1 PERMANENT SITE DRAINAGE, TOE DITCH PROFILE AND SECTIONS RFL -PS -10 -0727 I ACCESS FROM WEST SIDE (SHEET I OF 3) RFL-PS-I0-0728 I ACCESS FROM WEST SIDE (SHEET 20F 3) RFL-PS-10- 0729 I ACCESS FROM WEST SIDE (SHEET 30F 3) RFL-PS-I0-0730 I NEW DECONTAMINATION PAD AND PAVING OF APPROACH ROADWAY RFL - DS-10- 0731 I LEACHATE COLLECTION AND REMOVAL SYSTEM (SHEET I OF 2 -) RFL -DS -10 -0732 I LEACHATE COLLECTION AND REMOVAL SYSTEM ( SHEET 2 OF 2 ) RFL -DS -I0 -0733 I GULLY EROSION PROTECTION RFL- PS -10- 0734 I MONITORING WELL, TEST PIT, BORING_ AND PIEZOCONE LOCATION PLAN RFL-PS -10 -0735 I SLURRY TRENCH! PLAN AND PROFILE `.J\ RFL PS 10!0736 1 SLURRY TRENCH SECTIOt SAND DETAILS _ _ , _ _ . RFL- PS-10- 0737 I ( NOT USED) . RFL -PS -10 - 0739 I EXCAVATION PLAN-VICINITY PROPERTY RF -475 RFL- PS -10 -0739 I SLURRY TRENCH PLAN, PROFILE, SECTIONS AND DETAILS -� RFL - DS-10- 0740 I MONITORING WELL, TEST PIT AND BOR ;NG LOCATION PLAN DETAIL -` r 1 loG Ma i ` A I axtn U. r DEP OF Y i A LBUO ROVE, NEW MEXICO L �. L tom/ RIFLE SITE RIFLE, COLORADO PHASE D CONSTRUCTION ^ =R ,. VICINITY MAP, LOCATION MAP I b� AND LIST OF DRAWINGS 1 ['L EM) FD UWG NO WA rS ID- O 71 ADDED LAWS NOS /� t ' D/L 7 F. ? 1 PAL • PS - it - DISC 0739 AND ‘740 -a ICED DWG 717-E •* rC ©MORRISOh KNUDSEN ENGINEERS, INC. DE- 4004 -83 ALI8796 1 ISSUED FOR GONSIRU^ ION V UM'kA PROJEC , w, , , , „s e^ I +n . I r •L, , ,., : ° : ,` .. ” 1..IIZ ...,.a., ".�s<<. •p RFL -GE-10 -0702 I , / , , , , 1 \ \ -- - - 1 8 ,y/ 1 . lit , ) , ) „7 / - , -. 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'1 ,, JAI, ,,,,, \ ( / i . -,,, ,,, -..\,,, -59-„ \,--- , -, 1 ,. i ...._ .:„-„,,,,-, - /, :, i i -,,,,,,/,-, - ,\ \\ , ,....,., ..--_ •.)c-_, ,,,, , ..._.„, . \ ‘‘ , ,,,, , ,‘„.., \ ,, „.„ -__ _ . .., _ _ - - - __ / • --- - - . - ' ----- - 'I ' : -::-- -->: - ' ---:- ----- lr '-' , , - '''‘C____" ' -_ . ,' ' ' • _ — -_ _ --_ , _ _ -- _ - - _- 1 _ _ I . _ 1 I ii_ 1 , _---,--- ._, 4 --...:. [ ! • k. ...........r...... - - 1 1. o ................--....-...............-.......■..... -.............-...-- f . . - . - . .N. . ...DJ...a.- ............................+....... ....................... ... _ ,....,, „. ,_ _ -,... - . ... .....- ..--,......................... ...-.........s.............. m..m. . - ... o NOTES: / – , –./.:;K;-`:. --- ---,.::: J n N 6 65 -1 . / Le , ` ' I. COORDINATE POINTS AND BEARINGS ARE APPROXIMATE ONLY � 4 _E54,290��� !j I AND MAY BE ADJUSTED IN THE FIELD BY THE CONTRACTOR. fit I , C � ` r i ::...____:_-____P.--„,„ _ r TT � - _ 53,79) tLl i : YEI / ". ED L: E 'D Or CUbCONTR.0 ; '� - y _� ...1Ge CY CA :A n ACT rC l \ � '' / (53 , 610 (3 /~FALL v w OUTFALL3 ARE IN ACCORDANCE N WIT H CUPS WIT \ � 1 �. 1 I `1 °t 9 ,100 \ Cep `L�� titii \ I iI I 1 ( I I, ,6 - ) . 40-0 WIDE CHAIN LINK I 1 1 p / GATE DOUBLE LEAF SWING I t�I j LCHAIN LINK ^.�- �/ L ��`\" / 32 F �- I aI '' : r / DOUBLE LELG N558B0 � E53,676 I ; / Nt I NsS,eeo REFERENCE DRAWINGS: j` / 1 £53,600 L i 1 � J j RFL -GE -10 -0703 FENCE AND GATE DETAILS c53390 / / RFI- DS-10 ACCESS CONTROL AND STAGING AREA PLAN AND DETAILS / / / i f _ i I '; RFL -DS-10 -0718 EMBANKMENT - FOUNDATION EXCAVATION / / ' 7 / j ��„ IN REL- DS-10-0720 TEMPORARY SITE DRAINAGE / '; / `_ x DEEFLFE CE RETENTION BASIN SECTION AND DETAILS ��'" - ;;; ; ;;; ( );;;:- 958 / /- 111 '' - AND MAN GATE / /e- /O; / , c . / , J� T �` - -l` RFL- DS-10 TEMPORARY SITE DRAINAGE • 2 /,/ / G / ..c_ ,�I � 'y 1 , 2 , ; . - PROFLE AND SECTIONS 3 "2/7- / / 1 oO) , :: RFL- DS-10-0722 FINAL SITE GRADING AND DRAINAGE PLAN �� `\ / /' a &. s / I + UTFALL 001 . , \ 7 GGG...\ ' • �_ y e ® __ (EFFLUENT PIPE) RFL- CS -10 -0731 LEACHATE COLLECTION AND REMOVAL of SYSTEM (SHEET 10F 2 ) Wp \ Iup • r 3 s 4,..; . RFL CS- 10-072 ^ - LEACHATE COLLECTION AND REMOVAL 3 c c ` ( °� 4 �_ / v SYSTEM ( SHEET 20F 2) I 1 r 7 t f 1 I/ OUTFAL Li al. DISCHARGE) �! ' � S \ 969 "- LEGEiJD. 70 'CID CCGF'U f �� // 5p� - E7 N STFE FEATURES 6 CONTOURS {�{ r �—� s;_ �__ 5 rfiY I � / E 52,000 / .;01,S RLCT IOtJ MATES f- ! � ' QOF TEMPORAFI /// r C TEMPORARY DRAINAGE DITCH �' ',.i C01ECT10N —A- DITCH / Y Y EXCA'AT IJN +52 I . I I 70 --1-1— F,A EM'.:MENT , d E -- - _ T fPOR.RY CHAIN LI( FENCE -- r.-- t M kkR.Y DEER FLIJJE _ 44.- ®tee -I- tE en ... i I-14. Feec.usW,t.4>Pi1.) :" Anzsc.a -P w.iJT . e.. '3 -- f I 1 o . , . _ , , , . . . i . n me 7 7 7 : c u �, t 4� 6 . I s R c OL c C Aw s-E e �:.IA 0 v a i PH/.SE TI CONS J TIDN Itlr.'.ft!RY SITE DRAINAGE I _ j I J r ,.'D C� ISTRUCTIO'4 F ILIT!: S PL�.P. I — I I 1 I I I_ ! LI:. :3.111 I L _ , _ —_ 1 `' `. _ _ n _ —I-1-1-1-1— u ics 4 -c /L c7. 0 _ _- ._.I __ I ° or ',tic I _.... 1 4 ' t ._.. . - -, L.�.._• . °' - 1. 071 ° I �.r.�. ' c I c r I h A Mi sr 2 T (..„ 5B -1- v o *tar '80' Foy Lc c .Tte - -` IJE1 JACOBS ENGINEERING GROUP INC. P •0•' •t? AL$UGUERGUE OPERATIONS BOREHOLE AND TEST PIT SUMMARY L FATE ID: RFL-08 pH- DOREHOLE/IP -TEST PIT: BH 11 --, LOCATION ID: 955 DRILLER/EXCAVATOR: LOCATION COORDINATES COMPLETION DATE: ! N 56,4'16.307 'BOREHOLE DIAMETER IM: 3 _ .. ' E 53,783.436 TOTAL DEPTH ET.): 60 11 GROUND ELEVATION FT. MSL): 6013.84 WELL SUMMARY WELL OWNER: FILTER PACK LENGTH FT.): INSTALLER: FORMATION OF COMPLETION: INSTALLATION DATE:. STRATIGRAPHIC ORDER J CASING ELEV. FT. MSL): OPEN/SCREEN DEPTH FT.): CASING LENGTH FT.): CPEN/SCREEN LENGTH FT.): CASING DIA. IN.): OPEN/SCREEN AREA ON.2/FT.): J SEAL END)DEPTH FT.): FLOW RELATIONSHIP: LITHOLOGICAL SUMMARY I SOIL/ROCK PROFILE PENETRATION TEST 'a UNFIED DEPTH DEPTH Q STRAT. SAMPLE INTERVAL SAMPLE I T.1 CLASS SOIL /ROCK ORDER VISUAL DESCRIPTION ID (FT) METHOL VALUE ' 0 -44 CL 1 CLAY, sandy 44 -60 BR 3 WASATCH FORMATION; I — Sandstones, claystones, and '—' siltstones 1_ . .I • - . _ FLOW RELATIONSHIP: U- Uppadient D-Downpadlsnt Crews Gradient 0-On 811• 14-Not Known BackyrouM ..�. 4E0-AL- EN0-4 (31001 PEI JACOBS ENGINEERING GROUP INC. ►�o� —o '3 ALBUQUERQUE OPERATIONS • BOREHOLE AND TEST PIT SUMMARY r r SITE ID: RFL -08 gH- SOREHOLE/TP -TEST PIT: BH - LOCATION ID: 956 RILLERIEXCAVATOR: LOCATION COORDINATES COMPLETION DATE: M 56,194.320 BOREHOLE DIAMETER IM: 6.5 - E 53,393.024 T(7TAL DEPTH FT.): 75' GROUND ELEVATION FT. MSL): 5995.19 WELL SUMMARY - WELL OWNER: FILTER PACK LENGTH FT.): INSTALLER:. FORMATION OF COMPLETION: - INSTALLATION DATE:, STRATIGRAPHIC ORDER: CASING ELEV. FT. MSU: APENISCREEN DEPTH FT.): CASING LENGTH FT.1 :. OPEN/SCREEN LENGTH (FT.):. - CASING DIA. IN.): OPEN/SCREEN AREA OP1 SEAL ENDIDEPTH FT.): * FLOW RELATIONSHIP: LITHOLOGICAL SUMMARY SOIL/ROCK PROFILE PENETRATION TEST UNIFIED DEPTH DEPTH SOIUROCK SiRAL VISUAL DESCRIPTION SAMPLE INTERVAL SAMPLE VALUE FT,) CLASS ORDER ID (FT) METHOC 0 -24 CL 1 CLAY, silty, trace to 01 0 -2 U 36 - some fine sand, low to 02 2 -4 U 27 medium plasticity, trace • 03 4 -6 U 60 _ • Rootlets, moist, stiff, 04 6 -8 U 69 . • light brown • 05 8 -10• U 46 - . 2 '' *GD • '. Grades sandy, with 06 10 -12 U • 54 medium sand, dry calcareous 07 12 -14 U 76. with shale and sandstone • 08 14 -16 •U 97 _ gravel sized fragments below 09 16 -18 U 68 2' 10 18 -20 U 89 6 *GD Grades with lenses of 11 20 -22 U 50/5" FLOW RELAT1'ONSHP: U- UP7adient D -Downg dient 0-Dose Gradient 0-On We N-Not Known B- Background JEG -AL- ENO -4 OHIO) .- I IJE1 JACOBS ENGINEERING GROUP INC. ALSUQUERQUE OPERATIONS L,ITHOLOGICAI. SUMMARY _ PAGE 2 OF 3 RFL- 08,956 SOIL /ROCK PROFILE STD. PENETRATION TEST • UNIFIED DEPTH DEPTH SOIL/ <w SAMPLE INTERVAL SAMPLE N ROCK ra VISUAL DESCRIPTION ID (FT) METHOD VALUE CLASS 07 clayey sand below 6' 12 22 -24 U 50/6" - -- 15 *GD grades to track to some 13 24 -26 U 82 sand below 15' 14 26 -28 U 97/9" 16 *GD Grades reddish brown 15 26.8 -33.5 NQ 20/0 below 16' 16 33.5 -38.5 NQ 20/0 21 *GD Grades with more sand 17 38.5 -40.5 NQ 100 /0 ' . below 21' 18 40.5 -47.0 NQ 100/80 24 -36 SS 3 SANDSTONE, silty, fine 19 47.0 -49.0 NQ 100/90 • fact red 20 49.0 -53.5 NQ 100/25 grained, calcareous, i9h�y weathered, gray, very soft - 21 53.5 -61.0 NQ 100/55 WASATCH FORMATION 22 61 -71 NQ 100/70 . 23 71 -75 NQ 100 /100 I -. 36 -75 CT 3 CLAYSTONE, very fine sandy some vertical fracturing and slickensides, gray, moderately 1_ to highly weathered, soft - 1 ---“ WASATCH FORMATION 42.5 *GD 24" SANDSTONE layer at 42.5' J — 48 *GD 4' thick silty sandstone layer 9 -' at 48' 52 *GD Grades with less sand and 1 -. ` .a'�.t;.;, -.. . less weathered at 52' , AEG- AL -ENG- 4(3/66) - -. • I JACOBS ENGINEERING GROUP INC. Jr • V ALIUQUERQUE OPERATIONS I.ITHOI.OQICAI. SUMMAR'( PAGE g 3 . RRL- 08,956 SOIL /ROCK PROFILE STD. PENETRATION TEST UNIFED DEPTH DEPTH SOIL/ VISUAL DESCRIPTION SAMPLE INTERV SAMPLE N WO ROCK E ID (FT) METHOD VALUE — CLASS 57 *GD Highly fractured, decreasing with depth below 57' 67 *GD Grades with more very fine sand and variegated purple and gray. at 67' • ' 'ES- AL- ENO- 4(3/W61 - PROJECT UMTRARIFLE JOB NO 3885-70 r HOLE MOO - SITE DATE - STARTED FINISHED HOLE ORIENTATION ESTES GULCH DISPOSAL SITE OCT 31 91 - OCT 3191 SIZE NO _ LOCATION ESTES GULCH BM., 7 I DEPTH TO DEPTH TO WATER(FT) ROCK (FT) 300 • DRILLING CONTRACTOR SAMPLES CORE BOXES DEPTH OF lJ1MDFIiidASSOC. HOLE (FT) MB DRILL MAKE - MDDEL SO IMod.SK300) LOGGED BY JA ERIE I REVIEWED IY - DISCONT- MATERIAL DESCRIPTION REMARK% ELEV. DEPTH SAMPLE SPT/ INUITIES NAME,COLOR.CONSISTENCY.GRAIN SIZE, WATER SAMPLING STANDARD PENETRATION CASING RECOV BO SYM- DRILL ACTION WATER PRESSURE TEST - (FT) (F1) NUMBER ROO NO. SOL PLASTICITY, CLASSIFICATION. PLASTICITY. HARDNESS. STRUCTURE DATA WATER LOSS LAS CLASSIFICATION TYPE DIP \ CORE LOSS PIEZOMETERS e ►� Very soft overburden consisting of ►�,0��� alternating layers of clay and silt. Auguretl down to 301eet with 4.5' _ ►�•�• • ►• 4 • auger. 6020- •4 _ _ _ 1 0.04 - • s ► i • '• - ••4 - • ► ❖.• 10- ► - _- - - ►4i i 4 'i - • 6010- _ 0• ���4 - ► i� ii 4 15- ►••4 - ► i�i�i • 20- ��4 _ 6000- • /••4 6000- 0••4 25- I••• 4 - _ ► 40• • '• 4 - • _ P••4 _ 30 4 .. _.. TOP OF BEDROCK ©30 FT. Sp TSTONE Gray, soft, ventral - - 71 B fractures common. - 5990- - 0 SANDSTONE Gray, son. ' " - X SILTSTONF, Gray, soft to moderately - 35- hard. 1 100 ,SHAI F Variegated to dark gray, soft, - 40- - fractured, oxidised surfaces, friable, erasable, lost circulation. - - B Mil 5900 1 0 0 0 Several fractures 30-32 degrees, - X ® oxidation along fractures. 45- ® _ 2 ® - 100 - - - BOTTOM OF BORE HOLE p 48 FT. p ,MORRISON- KNUDSEN CORPORATION SHEET 1 of 1 M O LE MBH -20 \ ,ti ENVIRONMENTAL SERVICES GROUP `— PROJECT • _ UARRA -RIFLE a X70 HOLE 2l — SITE DATE - STARTED FINISHED HOLE ORIENTATION ESTES GULCH DISPOSAL SITE NOV 1 91 - NOV 91 SIZE NO — LOCATION ESTES GULCH ELEVATION(FT DEPTH TO DEPTH TO W ATER(FT) ROCK (FT) 37.O • DRILLING CONTRACTOR - LAMBERT 8 . SAMPLES CORE BOXES DEPTH Of ASSCC. HOLE (FT) 49O DRILL LL MARE - HIDEL so-moo we . LOGGED B JA S I ` RCVIE4E0 a81. ---1 MATERIAL DESCRIPTION REMARKS ELEV. DEPTH SIMPLE SPT/ IINUITTIES NMME,COLOR,CONSISTENCY,GRAIN SIZE, WATER SAMPLING STANDARD PENETRATION i CASING RECOV BO SYM- PLASTICITY, CLASSIFICATION, DRILL ACTION WATER PRESSURE TEST . r ..i (FT) (FT) NUMBER ROD N0. BOL DATA WATER LOSS LAB CLASSIFICATION TYPE DIP WEATHERING, HARDNESS, STRUCTURE CORE LOSS PIEZOMETERS '— 0 _ SILT (ML) Brown, low to medium plasticity. Augured down to 37 ft, set casing - - -- - - at 37 feet. 6020- j 5- //e CLAY (CL) Brown, medium to low - plasticity, dense. - 10- _ ,SILT (ML) Light brown, low plasticity, - firm. - - "'" 6010- _ 15- - _ __ 20- - _ 6000- _ 1 i C,RAVFI SILT (GM -ML) Pea size - gravels. _ 25- ' DELEQQS.WIEBOLIIE7 Top of weathered bedrock. Very soft. - 30- - 5990- .---- - 35 n - SILTST0f4F Green to gray, Material Itself too soft to consider - B weathered, moderately hard. ROD - 40- 0 X __ 93 - T 5980^ - 45- �Sl1ALE Black, fractured, moderately hard. • Mechanical fractures common. - - Vertical stringers of calcium - • cio ... carbonate. _ BOTTOM OF BORE HOLE Q 49 FT. a '� MORRISON - KNUDSEN CORPORATION SHEET 1 OF 1 ,o� MBH -21 � ENVIRONMENTAL SERVICES GROUP • •PROJECT UMTRA -RIFLE NNoo, 38B No, EABH{?2 S ItE ESTES GULCH DISPOSAL SITE DATE - STARTED FINISHED HOLE NO _ Nov 1 91 - LOCA]IW ESTES GULCH ELEVATION(FT) 8022.8 WATER(FT) D ROCK H (FT) 20J5 URILL pNG CO ITRACIOR SAMPLES CORE BOXES DEPTH OF . LAMBERT d AZ�C E (FT) 4410 URIIL !U %E - moon. SO-1500 (Mod•SK300) LOGGED BY JA. CEHCONE [REVIEWED REVIEWED BY DISCONT- MATERIAL DESCRIPTION REMARKS • ELEV. DEPTH SMIPLE SAT/ INUITIES NAME, COLOR, CONSISTENCY, GRAIN SIZE, WATER SAMPLING STANDARD PENETRATION CASINO RECOV BOX PLASTICITY, CLASSIFICATION, DMA DRILL TER WATER WATER PRESSURE BOL (Tl) (Fl) NIMBEF ROD .NO. BOL TYPE DIP WEATHERING, HARDNESS, STRUCTURE CORE LOSS PIEZOKTERS —e : : : CLAY (CL) Moist, medium plasticity. Augured down to 25 feet. (4.5' - Auger). - 6020- •• _ ••�• ❖• - r ' == SANDY SILT (ML) Tan, firm, dry. 5— : ?:` - = (GRAVFI I Y SILT (ML) Pea size — 10— gravels, firm to dense (Bedrock?) - some baliche. - 6010 - _ GRAVEL (GM) Increase, cobbles, 15— some boulders. — - Boulders down to 23'. - 20— — 6000- . 25— ' — - mm - =Esy - 4 ==s - - - - = TOP OF BEDROCK AT 28.5 FT. Set casing at 29 ft. - 30— = 80 TSTfNE Weathered, green gray, - - soft to moderately hard, fine grained, - - - — some carbonaceous to cleat. No fractures except some as the core is - 5990 -- 95 — placed in core box. - - 35— — 42 - - CA — - 40— JJ 50 — JJ 50 5900- — . BOTTOM OF BORE HOLE ®44 FT. _ 45 CO MORRISON - KNUDSEN CORPORATION SKEET 1 GF 1 A MBH -22 I ENVIRONMENTAL SERVICES GROUP 7_.g.tokiD da I s'tas SEC. A.TTK-Sb'WI AT rdL Mckinne was_ bun s& & • • Table E.2.6 Ground -water levels in monitor wells, Estes Gulch site • Monitor Completion Ground -water level well lntervalb (feet above mean sea level) numbera (depth in feet) 01/14/86 '5 24r r to 0 7 Or 9 5 55.00 o 60.01 'ry 956 58.00 to 73.00 Pry 8 r•.'I 0 . 1 ,r. 959 97.25 to 102.25 Dry 962 67.25 to 72.25 Dry 963 296.0 to 301.0 5773.55c 964 212.50 to 217.50 Dry 965 97.25 to 102.75 Dry 969 97.50 to 102.50 Dry aMonitor well locations are shown on Figure E.2.6. bAll monitor wells were completed in the Wasatch Formation and have casing diameters of four Inches. cThe depth to ground water in monitor well 963 was 270.2 feet. • • • RFL PDEIS E -66 01478/103186 January, 1987 955 ttpZb( 315' k k44\ .F ` Ifl__. LIMITS ( 354 , <' naos - 03d aAf J c Shre. L