My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSPC06446
CWCB
>
Water Supply Protection
>
Backfile
>
17000-17999
>
WSPC06446
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:06:03 PM
Creation date
10/9/2006 5:52:38 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.106.A.1.c
Description
Colorado River Water Projects - Animas La Plata - Description - Construction - Durango Pump Station
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
10/7/2002
Author
DOI-BOR
Title
Durango Pumping Plant - Stage I - Project Specifications - Volume IV
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
189
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />on~~gB' <br /> <br />. <br /> <br />. <br /> <br />G28 <br /> <br />GEOLOGIC LOG OF DRILL HOLE NO. DH-105 <br /> <br />III!ET 2 IF 7 <br /> <br />FEATlJIE:: 0UA>>I60 P\IIPIN6 PUNT <br />LOCATION: <br />8E:aIN: 1.2-12-81 FINISHED: i2-22-a1 <br />~>><<1NJEL!ItE~ 30 I 64514.701 <br /> <br />PAOoJECT: AN1MAS-U PUTA <br />COORDINATES: N 2C3oI02.. E <br />TO'tAL tlEPnt: 11"lo.6 <br />DEPTH TO BEOAQCK:: 31.0 <br />03-27~U <br /> <br />1308164.9 <br /> <br /> PERME"'~-1~tTy 1/! > ... <br /> > ~ ~ ~ > ! <br /> 0- 0 0- m <br />NOTES ~ M_ U M a <br />0- ~'!i II! ~ Z 0- <br /> Il; W M M <br /> "'... ~;:; ~ M ~ ~ <br /> 0 ~~ -' 0- ~ <br /> w> ml ~ ~ <br /> z mm u .: <br /> ~l! w. u c ~ . <br /> or- a If !II w <br /> . 3- ~ ~ M or a <br /> <br />DATE ELEVATION <br />12-27-88 &4$0,8 ~ 0 DO 0.0 <br />1-3t-89 ...... <br />2-27-99 8ASS.l L .-, <br />. <br />>-27.... 1l4e.D ....:: <br />NOTE - PIEZOMETEFI IN- <br />STau.....nON D[STA(lYED 0 0' 0.0 <br />IN NAY 1989. : <br /> - .J 143 <br /> .r <br /> ....:: 13. ., ... <br /> . <br /> :L -, <br /> 13":: 2" 70 12.1 143. <br /> . .J <br /> r <br /> "0-: <br /> 0 7. 0.0 143 <br />( L <br /> -, <br /> '""": <br /> 2543 15 35.6 <br /> <br />100 100 <br /> <br />100 100 <br /> <br />100 100 <br /> <br />, <br /> <br />98 98 <br /> <br />, <br /> <br />.too 100 <br /> <br />7 <br />94 4011 I-- <br /> <br />. .J <br /> r F-' . F-' <br />'BO- ~.. . - - <br /> 0 7S 0.0 '00 12 <br /> L <br /> -, PL' 7 Kpl <br />,,0-: 0 7. 0.0 .. '7 <br /> BD TOM (F HOf-E <br />110- <br /> <br />: <br />-: <br />- <br /> <br />: <br /> <br />c-.mt <br /> <br />DfstRIPTlYE CRITDttA FOR <br />Roac. <br />DRAllIN6 NO. Ao-D-6GSI STNIWlD DESCRlPTClAS AND <br />DODUPTIVE CRITERIA FOR <br />DISCONTINJlTlU . <br /> <br />AN6l.ES ARE MEASUE FROM 'THE CORE AXIS AT 0 DESREES. <br /> <br />A88AEV1ATIClHS: <br /> <br />HllI .. 2.S IN. CORE DU.. 3.78 IN. HOLE alA. <br />SPT .. STAllJAfm PEtETRATlON RESISTANCE TESTINI. <br />PIElD .. PIE%DHETEA <br /> <br />STATE: COLORADO <br />GROUND ElEVATION: 6495.0 <br />ANGLE ",OM tl0R110tfT AL: 80 BEARING: <br />HOU 1.0G6Etl BY:: _1ltORJ!IllJliS/Bf.CWPVSTgNE <br />REVI.... "" ";P'~~,yl <br /> <br />CLASSIFICATION AND <br />PHYSICAL CONDITION <br /> <br />AT 39.S n. <br /> <br />:I .JOINT AT 11 DE6IlEE5: TIGHT fOOl: MODERATE!.. Y <br />THIN "21 FlLUNri TO lIe" llITH FAT c:u.'r; <br />MDDEAA lELY !lIEA TtEAED 1W51. WITH IRON OXIDE <br />STAININI EXTDIDINI TO 0.115 FT. INTO SI.IlAClLN)- <br />1M BEDROCK: PLANAR; Sl.I6HTL.Y RDU6H OWl TO <br />NoDau.my !,DUSH (A3); LOCATED AT 39.1 FT. <br /> <br />2 HEDDI"8 PUNE ,JOINT$ AT n DE8AEES: SLIGHTLY <br />OPEN (01): VERY THIN (1'11 (:()ATINa OF IRON <br />r OXIDE: SPACED 1I2 IN. APART: MOOERATElY NEATH- <br />ERED lV!5r: PLANAR: MODERATELY ROU8H CRaJ TO <br />AOU6H tR3J: LOCATED AT 39.' ". <br /> <br />I<IIf ".J - ....1: mTBTONE: <br />IRAY, SAfCJY: lAMINATED: SU6HTLY W'EATtEAED <br />r- MI. VERY SOFT om CAN BE MlILDED "ITH FINIEA <br />PflESSURE: RETAINS OAIBINAL STRUC11JRE BUT "AS <br />DEFORMED 0URIM8 DRILLIN8; 'lEAK TO NO HCL <br />REACTIott SHARP CONTACTS. <br /> <br />112.0 - a.1: anllTONE ~ 1...1~ lWI/III1'GE <br />llMl: <br />CONSISTS OF SILTSTONE "ITH APfIfIOXIMATElY 20 PER- <br />CENT SAMlSTONE IN BCDS TO 1.2 n. THIck. <br /> <br />SILTSTDtE - OCCASIONALLY SANJY. &RAY TO OARK <br />&RAY: PAalOMIlUNTL Y CONVOLUTED BEDDIN;. LAM- <br />IM,t.TED TO VEAl' THI.... Y BEDDED (LESS THAN 1/32 TO <br />0.1" TH1CKl: FRESH nul: MODEfUTELY SOFT 0151 <br />f-:-- CAN 8E SCRATCHED )11TH MOOfRATt. 1<NIf'E PRESSUAE: <br />NEAK TO NO AEACTION WITH HCL. <br /> <br />SANJSTONE - GUAAtIOSE. F'INE TO HEOl\1t /OlU.INEO. <br />UIlKT &RAY: VERY THIN-Y TO THIN-Y B!lJDED C31B <br />IN. TO 0.2 ".1: FfESH nUl: MDOER.ATELY HARD ....I <br />TO IWID lH31. OIFFlCUl.. T TO SCRATQI ":ITH KNIFE: <br />WEAK TO NO REACTION NITH HCl.. <br /> <br />OVERALL. IHlERVAl HAS BEDDINg GRUNTED 10 TO tr.I <br />DESAEal FROM CORE AXIS: CONTAINS CARBONACEOUS <br />STRIH6ERS; SHIJI'I LONEfI CONTACT. CONTAIMS Cl..AY <br />INTERBEDS AS P'Ol..LOMS - ..2-51." FAT ClAY. <br />!II.e-9.0 SAM;lY LEAN Cl..AY, U.2-U.' LEAN cu.y. <br />MOOERATfLY P'RACTURED l1DSI tIlTH DISCONTINJITlES <br />PRERNT AT ANIl.ES FROM THE CORE AXIS AI FOLLOWS - <br /> <br />2 8EOD1N& PLANE: ,JOINTS AT 11 PEQAEES: UIHT 1001: <br />i- Cl.EAN fTO): FAESN (lI11: PLANAR; Sl..I&HT\,.Y ROU&H <br />IIWI: LOCA1!D AT '''.1 AICllS".8 FT. <br /> <br />9 .JOINTS AT .. TO 8 DECREES NOTED FROM '1.3 TO <br />1Sot.' FEET. SPACBI 1/2 IN. TO 0.3 ".' ISPS TO <br />SP81: TI8KT lOCI) TO Sl..IlilHTl.Y OPEN COll: a..EAN <br />r- (1'0) TO VERY THIN tT1l COI.TIN6 OF cu.y. FRESH <br />f1111; PREDOMINANTLY PlAJWI TO lIrOLI.AT1N8; ROlJ8H <br />lA2J TO LIGHTLY ROUllr lA4l . . <br /> <br />1 .J01HT AT 21 DEIlREES: nlHT 100): a..EAN fTol: <br /> <br />I SHEET 2 OF ~ DRILL HOLE OH-105 <br />
The URL can be used to link to this page
Your browser does not support the video tag.