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Home My WebLink About921513.tiff ISSN 0198-7682 1 ( LOCAL CLIMATOLOGICAL DATA =„0, or `°*,n v v9 O ANNUAL SUMMARY WITH COMPARATIVE DATA e 4 DENVER, —, p Poe` COLORADO SP, °` Daily Data 105 - CELSIUS 100 - 95 - 37 90 - 33 85 - 80 - 29 F 7i - _If - - - 25 CC Z • EL. - IIII 30 I �':r II' - r --- 1 ' - 5 1 ri. al G.1 25 — k `- W IX 20 —15 F 0 to — FREEZING 5 — 5 --19 -10 _l5 — --23 -20 - -27 -25 I FIII IIII III II III I II II I III I II 111 III lI II I IIII III III ILIA ILIA 1111111 IIII -31 10 20 30 10 2028 10 20 30 10 20 30 10 20 30 10 20 30 10 20 30 10 20 30 10 20 30 10 20 30 10 20 30 ICI 20 30 z JAN FEB MAR APR MAY JUN JUL AUG SEP 0CT N0V DEC 3.00 p2.00 ----•---.._.__...---- E"' S 0.20 --- --�__._.. ..._.__...._...---- ---_...----._....._ -__....-a._._.._-..:: ...__........::...__.... .__ 7,- = O.lo -----T__ _.._- _.__ 1 UZ 0.05 —...__ ____. .'—_ —_... _� ._..._. •.__..._ . _ __.._ ... _ y_.._._..__..._ ._ _. . .. _ L._....._L_....: 0.01 --.....__ - - _ .....__.... a- o.o0 1 1 f I I I I 1 1 1 I I I I 1 1 I • I. I 1 1i I I I IIIIIIII 10 20 30 10 2028 10 20 30 10 20 30 10 20 30 10 20 30 10 20 30 10 20 30 10 20 30 10 20 30 IO 20 30 10 20 30 00 - I , . f\\rN lJ I i 50 -40 —30 —20 — 10 III 'MI I ( I IIII1 III IIIIIII IIIIl1IIIIIIIIIIIIIIIIIIIIII ( 111111 I II 10 20 30 10 2028 10 20 30 10 20 30 10 20 30 TO 20 30 10 20 30 10 20 30 10 20 30 10 20 30 10 20 30 10 20 30 TEMPERATURE DEPICTS NORMAL MAXIMUM. NORMAL MINIMUM AND ACTUAL DAILY HIGH AND LOW VALUES (FAHRENHEIT) PRECIPITATION IS MEASURED IN INCHES. SCALE IS NON—LINEAR SUNSHINE IS PERCENT OF THE POSSIBLE SUNSHINE I CERTIFY THAI THIS IS AN OFFICIAL PUBLICATION OF THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION, AND IS COMPILED sROM RECORDS ON FILE AT THE NATIONAL CLIMATIC DATA CENTER, ASHEVILLE, NORTH CAROLINA, 29801 — ,/ O w NATIONAL NATIONAL NATIONAL " j�/-�^^^"u' G`Qpy' jK� OCEANICADMIAND TRATION ENVIRONMENTAL SATELLITE, DATA CLIMATIC DATA CENTER DIRECTOR ATMOSPHERIC NIS AND INFORMATION SERVICE ASHEVILLE NORTH CAROLINA NATIONAL CLIMATIC DATA CENTER 921513 3''.0:'33 METEOROLOGICAL DATA FOR 1990 • DENVER, COLORADO LATITUDE: 39°45' N LONGITUDE: 104°52' W ELEVATION: FT, GRND 5282 BARD 5287 TIME ZONE: MOUNTAIN WBAN: 23062 JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT NOV DEC YEAR. TEMPERATURE °F: Averages -Daily Maximum 48.6 45.3 51.3 61 .1 70.7 89.0 84.7 85.9 81 .0 67.4 57.8 39.5 65.1 -Daily Minimum 24.2 21.3 27.7 37.1 42.4 56.2 57.5 56.6 52.8 37.1 30.2 71 .9-Monthly 36.4 33.3 39.5 49.1 56.6 72.6 70.8 77 .3 66.9 52.3 44.0 25.7 51 .5 -Monthly Dewpt, 15.4 18.1 24.9 32.1 35.3 42.0 50.7 47.3 45.2 29.2 19.0 7.3 31 ,5 Extremes30.5 -Highest 71 66 70 BO 86 102 102 98 96 86 79 68 102 -Date 10 12 20 28 23 30 7 30 13 5 14 11 JUL 1 -Lowest 133 -4 14 15 24 26 30 46 49 52 42 25 12 -25 -25 -Date6 2 3 22 5 30 21 7 22 DEC 22 • DEGREE DAYS BASE 65 °F: Heating 879 882 781 469 265 7 12 3 64 388 623 1211 57 Cooling 0 0 0 0 9 244 196 203 129 1 0 0 7862 2 % OF POSSIBLE SUNSHINE 78 65 47 53 68 81 62 68 78 76 71 76 68 AVG. SKY COVER (tenths) Sunrise - Sunset 5.0 5.9 6.9 7.5 6.0 3.5 6.0 5.4 4,2 4.9 5,3 4.3 5.4 Midnight - Midnight 4.4 5.1 6.6 6,7 5.5 3.0 5.5 5.1 3.8 4.2 4.6 4.0 4.9 NUMBER OF DAYS: Sunrise to Sunset -Clear 9 8 6 3 6 17 6 8 13 12 Ti 12 111 -Partly Cloudy 17 8 11 10 17 10 14 15 11 11 11 13 148 -Cloudy 5 17 , 14 17 8 3 Ti 8 6 R 8 6 106 Precipitation .01 inches or more 5 8 12 10 12 2 16 12 9 6 6 8 106 Snow,Ice pellets 1.0 inches or more 1 4 4 2 0 0 0 0 0 3 4 2 20 Thunderstorms 0 0 2 3 4 7 16 9 4 0 0 0 45 Heavy Fog, visibil 'i ty 1/4 mile or less 0 2 3 0 0 0 2 0 1 0 0 2 10 Temperature °F -Maximum 90° and above 0 0 0 0 0 12 8 0 0 0 38 32° and below11 7 3 2 0 0 0 0 0 0 0 3 8 78 -Minimum 32°° and below 27 25 24 8 3 0 0 0 0 9 17 29 142 0 and below 0 2 0 0 0 0 0 0 0 0 0 7 9 AVG. STATION PRESS. Imbl 832.7 834.4 834.7 834.4 833.4 836.1 839.5 840.2 840.5 837.1 635.8 833.7 836.1 RELATIVE HUMIDITY IXI Hour 05 53 71 83 75 75 61 78 72 73 65 52 67 69 Hour 11 [Local Times 35 47 50 44 38 28 40 33 39 34 35 44 39 Hour 17 43 50 46 44 36 24 42 36 36 34 39 46 40 Hour 23 57 68 73 69 61 46 ' 68 60 63 62 53 62 62 PRECIPITATION linchesl: Water Equivalent -Total 0.74 0.55 3.10 1.01 1.51 0.21 3.57 1 .96 1 .46 1 .03 1 .28 0.27 16.69 -Greatest 124 hrsl 0.66 0,17 1 .74 0.29 0,85 0.17 1 ,34 0.43 1.06 0.45 0.57 0.09 1 .74 -Date 19-20 1- 2 5- 6 19 28-29 19 9-10 15 18-19 19-20 2- 3 19-20 MJR 5- 6 Snow,Ice pellets -Total 8.4 7.0 21.9 3.6 0.1 0.0 T T 0.0 7.6 12.0 4.7 65.3 -Greatest 124 hrsl 7.5 2.2 11.6 2.0 0.1 0.0 T T 0.0 4.0 5.4 1 .8 11.6 -Date 19-20 13-14 6 5 9 29 20 7- 8 2- 3 19-20 MAR 6 HIND: Resultant -Direction I % II 260 135 007 001 127 165 122 185 165 169 227 174 184 -Speed (mph) 2.7 0.8 1.6 0.6 1.0 2.9 0.9 1.9 1.0 1.6 2.3 0.6 0,8 Average Speed Imphl 8.9 7.9 7,5 8.5 9.0 9.5 7.4 7,1 6.4 6.9 8.4 6.9 7.9 Fastest Obs. 1 Min. -Direction [ III 30 30 36 29 16 30 32 22 36 31 29 29 36 -Speed [mph) 36 35 37 30 32 35 29 29 28 26 35 33 37 • -Date 27 10 6 28 28 25 23 20 8 19 22 14 MAR 6 Peak Gust -Direction [ III W 52 N 43 S N 53 I 45 N 48 W W N -Speed Imohl 49 52 46 43 52 55 53 45 46 48 49 51 55 -Date 23 10 6 29 23 1 23 23 8 19 22 14 JUN 1 l ! II See Reference Notes on Page 6B Page 2 920:‘33 NORMALS , MEANS , AND EXTREMES DENVER, COLORADO LATITUDE: 39°45'N LONGITUDE: 104°52' W ELEVATION: FT GRND 5282 BARD 5287 TIME ZONE: MOUNTAIN WBAN: 23062 (al JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT NOV EGO YEAR TEMPERATURE °F: Normals -Daily Maximum 43.1 46.9 51.2 61.0 70.7 81.6 88.0 85.8 77.5 66.8 52.4 46.1 64.3 -Daily Minimum 15.9 20.2 24.7 33.7 43.6 52.4 58.7 57.0 47.7 36.9 25.1 '3.9 36.2 -Monthly 29.5 33.6 38.0 . 47.4 57.2 67.0 73.3 71.4 62.6 51 .9 38.7 32.6 50.3 Extremes -Record Highest 56 73 76 84 89 96 104 104 101 97 88 79 75 104 -Year 1982 1963 1971 1989 1942 1936 1939 1938 1960 1947 1990 '980 JUL 1939 -Record Lowest 56 -25 -30 -11 -2 22 30 43 41 17 3 -8 -25 -30 -Year 1963 1936 1943 1975 1954 1951 1972 1964 1985 1969 1950 '390 FEB 1936 • NORMAL DEGREE DAYS: Heating (base 65°FI 1101 879 837 528 253 74 0 0 135 414 789 '104 6014 • Cooling (base 65°FI 0 0 0 0 11 134 261 203 63 8 0 0 680 X OF POSSIBLE SUNSHINE 41 71 70 69 67 65 71 71 72 74 72 65 67 70 MEAN SKY COVER (tenths( Sunrise - Sunset 42 5.5 5.9 6.2 6.1 6.2 5.1 5.0 5.0 4,4 4.5 5.4 5.3 5.4 MEAN NUMBER OF DAYS: Sunrise to Sunset -Clear 56 10.1 8.0 7.7 6.8 6.2 9.6 9.1 9.9 13.4 13.4 10.3 '1.7 115.2 -Partly Cloudy 56 9.3 8.7 10.1 10.7 12.1 12.2 15.8 13.8 8.9 9.1 9.6 3.8 130.0 -Cloudy 56 11 .6 11 .6 13.2 12.5 12.7 8.2 6.2 7.4 7.7 8.5 10.2 '1.5 120.1 Precipitation .01 inches or more 56 5.7 6.0 8.6 8.7 10.8 I 8.7 9.2 8.8 6.3 5.3 5.3 5.3 88.6 Snow,Ice pellets 1.0 inches or more 56 2.3 2.4 3.7 2.5 0.4 0.0 0.0 0.0 0.3 1.2 2.4 2.4 17.8 Thunderstorms 56 0.* 0.1 0.3 1 .5 6.3 9.8 11 .0 8.3 3.4 0.9 0.1 1.0 41.5 Heavy Fog Visibility 1/4 mile or Ig s 50 1 .0 1 .6 1 .0 0.8 0.5 0.4 0.4 0.6 0.7 0.6 1 .2 1 .0 9.8 Temperature F -Maximum 90° and above 30 0.0 0.0 0.0 0.0 0.4 6.3 115.3 9.5 2.3 0.0 0.0 1.0 33.8 32° and below 30 6.5 4.5 3.0 0.4 0.0 0.0 0.0 0.0 O.* 0.3 2.3 5.4 22.5 -Minimum 32° and below 30 29.7 26.1 24.8 11.7 1.6 0.0 0.0 0.0 0.9 8.5 24.1 .13.1 156.5 0° and below 30 3.9 1.8 0.5 O.* 0.0 0.0 0.0 0.0 0.0 0.0 0.2 3.0 9.4 AVG. STATION PRESS.Imbl 18 834.6 834.5 832.2 833.6 834.2 836.6 838.9 838.9 838.5 837.8 835.2 8::4.9 835.8 RELATIVE HUMIDITY IX) Hour 05 30 63 67 68 67 70 69 68 69 69 65 68 65 67 Hour 11 (Local Time) 30 45 44 42 38 39 37 35 36 38 36 44 45 40 Hour 17 30 49 44 40 35 38 35 34 35 34 35 48 51 40 Hour 23 30 63 65 62 58 61 58 56 58 59 59 64 64 61 PRECIPITATION (inches(: Water Equivalent -Normal 0.51 0.69 1 .21 1 .81 2.47 1.58 1 .93 1 .53 1.23 0.98 0.82 C.55 15.31 -Maximum Monthly 56 1.44 1,66 4,56 4.17 7.31 4.69 6.41 5.85 4.67 4.17 2.97 .1.84 7,31 -Year 1948 1960 1983 1942 1957 1967 1965 1979 1961 1969 1946 '973 MAY 1957 -Minimum Monthly 56 0.01 0.01 0 13 0.03 0.06 0,09 0.17 0.06 1 0.05 0.01 C.03 T -Year 1952 1970 1945 1963 1974 1980 1939 1960 1944 1962 1949 1977 SEP 1944 -Maximum in 24 hrs 56 1.02 1,01 2.79 3.25 3.55 3.16 2.42 3.43 2.44 1 71 1.29 3.00 3.55 -Year 1962 1953 1983 1967 1973 1970 1965 1951 1936 1947 1975 1982 MAY 1973 Snow,lce pellets -Maximum Monthly 56 23.7 18.3 30.5 28.3 13.6 0.3 T T 21.3 31 .2 39.1 :0.8 39.1 -Year 1948 1960 1983 1935 1950 1951 1990 1990 1936 1969 1946 1973 NOV 1946 -Maximum in 24 hrs 56 12.4 9.5 18.0 17.3 10.7 0.3 1 T 19.4 12.4 15.9 .13.6 23.6 -Year 1962 1953 1983 1957 1950 1951 1990 1990 1936 1969 1983 '982 DEC 1982 WIND: Mean Speed (mph] 42 8.7 8.9 9.7 10.1 9.4 8.9 8.3 8.0 8.0 7.9 8.3 8.5 8.7 Prevailing Direction through 1963 S S S S S S S S S S S S S Fastest Obs. i Min. -Direction Ill1 9 32 30 36 36 36 21 28 33 29 30 36 32 32 -Speed (MPH) 9 44 36 38 41 43 38 37 33 36 32 36 38 44 -Year 1982 1989 1983 1987 1983 1987 1982 1989 1988 1985 1987 1981 JAN 1982 Peak Gust -Direction 1 ! i! I 7 NW NW W NW S NW NW NW W NW W W NW -Speed Imphl 7 54 52 59 62 53 60 , 53 52 56 48 49 51 62 -Date 1987 1990 1989 1986 1988 1988 � 1990 1989 1984 1990 1990 '990 APR 1986 II ! ) See Reference Notes on Page 68. Page 3 9:70:'39 PRECIPITATION (inches) DENVER, COLORADO YEAR JAN FEB MAR APR MAY JUNE JULY AUG SEP 0CT N0V I DEC ANNUAL 1961 0.07 0.66 2.51 1 .06 4 . 12 1 . 11 1 .60 1 .21 4.67 0.77 0.93 0. 30 19,01 1962 1 . 33 1 .05 0.52 1 . 10 0.84 1 .52 0.54 0.46 0. 19 0.05 0.68 0. 1 - 8.45 1963 0. 71 0.21 1 .42 0.03 0.68 3.59 0.55 2.52 1 .25 0.31 0.45 0.5" 12.23 1964 0.26 1 .04 1 . 38 1 .25 2.53 0.82 0. 72 0.27 0.41 0. 18 0.88 0.40 10. 14 1965 1 .00 1 .27 1 .20 1 .05 1 .82 4. 14 6.41 1 .06 2.58 0.45 0. 36 0.53 21 .87 1966 0.30 1 .28 0.32 1 .46 0.34 1 ,41 1 .04 2.06 1 . 15 0.96 0.32 0.1- 10.81 1967 0.84 0.39 0.79 3.95 4.77 4.69 3.25 0.83 0.60 1 . 13 1 .01 1 .06 23.31 1968 0.51 0. 74 0.85 2.39 0.71 0.50 1 . 34 2.53 0.59 0.75 0.71 0.51 12. 13 1969 0. 17 0.43 1 . 10 1 .33 6.12 2.99 1 ,81 0.79 1 ,67 4. 17 0.62 0.32 21 .52 1970 0. 10 0.01 1 .34 0.97 0.64 3.83 1 .67 0.54 2.47 0.88 1 , 19 0.09 13.73 1971 0.35 0.78 0.53 1 .98 1 .34 0.23 1 .20 0.85 2.85 0.44 0. 16 0.2` 10.96 1972 0.36 0.44 0.50 3.52 0.49 2.94 0.63 2. 71 2.07 0.82 1 .69 0,7C 16.87 1973 1 .31 0. 16 1 . 76 3.73 5.06 0.20 2.47 1 ,28 2.85 0.47 0.83 2.84 22.96 1974 1 .03 0.82 1 .32 2.28 0.06 2.01 2.34 0. 16 0,98 1 .68 1 .06 0.29 14.03 1975 0.23 0.37 1 .19 1 . 14 2.80 2, 11 2.78 2.00 0.24 0.30 1 .88 0.47 15.51 1976 0. 19 0.54 1 .34 1 .27 1 .34 0.63 2. 31 2.50 1 .88 0.93 0.32 0. 16 13.41 1977 0. 16 0,27 1 .24 2. 13 0.34 1 .02 2.98 1 .00 0. 10 0.48 0.59 0.03 10.34 1978 0.27 0,27 1 .07 1 ,82 3.46 1 .17 0.54 0.26 0.07 1 .45 0.50 0.82 11 .70 1979 0.34 0.42 1 .25 1 .41 3.53 2. 39 0.81 5.85 0.36 1 .28 1 .66 1 .05 20.36 1980 0.64 0.45 1 . 15 2,54 2.73 0.09 2.93 1 .65 0.63 0. 10 0.66 0. 1C 13.67 1981 0.29 0. 35 2.27 1 .01 3.76 0.63 0.90 1 . 16 0.35 0. 79 0.42 0.66 12.59 1982 0.32 0,09 0. 18 0.34 3.48 2.26 0.92 1 . 16 1 .38 1 .51 0.47 2. 34 14.45 1983 0. 15 0.07 4.56 2. 10 3.62 2.65 1 . 75 1 .51 0. 13 0. 39 2.63 0.63 20. 19 1984 0. 18 0.81 1 . 19 2.42 0.65 1 .26 2. 11 3.20 0.47 3.47 0.27 0.46 16.49 1985 0.68 0.59 0.69 2.61 1 .33 1 .46 3.71 0.28 2.33 0.77 1 .20 0.66 16.31 1986 0.22 0,65 0.43 2.59 1 .30 1 .07 1 .69 0.53 0.43 1 .80 1 .07 0.31 12.09 1987 0.69 1 .21 1 ,34 1 .03 4.64 3.50 0, 76 2.00 0. 70 1 .24 1 .62 1 .30 20.03 1988 0.40 0.60 1 ,28 0.65 4.26 1 .28 2. 19 1 ,83 0.90 0.06 0.47 1 .04 14.96 1989 1 . 14 0.66 0.56 1 .00 3,83 2.04 1 .64 1 .28 1 .55 0.81 0. 15 0.81 15.47 1990 0.74 0.55 3. 10 1 .01 1 ,51 0.21 3.57 1 .96 1 .46 1 .03 1 .28 0.27 16.69 Record Mean 0.47 0.57 1 . 14 1 .96 2.43 1 .50 1 .73 1 .43 1 09 1 .01 . 0.69 0.63 14.67 See Reference Notes on Page 68. Page 4A AVERAGE TEMPERATURE (deg. F) DENVER, COLORADO YEAR JAN FEB MAR APR MAY JUNE1JULY AUG SEP 0CT N0V DEC ANNUAL 1961 31 .7 35.2 38,9 46.0 55.7 66. 1 71 ,5 72.2 56.3 50.0 34 . 7 27.7 48.9 1962 19.5 29.9 34.6 50.3 59.8 65.5 72.9 72.5 62.4 53.4 41 . 3 33.8 49.7 1963 19. 1 37. 3 37.3 50.0 60.9 66.7 74.8 68.7 65.9 57.9 41 .7 28.5 50.8 1964 30.6 27.4 33.0 46.6 58.8 65.0 75.8 70.4 62.5 52.7 40.0 33.2 49.7 1965 35.0 27.4 29.0 51 .2 57. 1 63.9 72.7 70.2 55. 7 55. 1 43.3 35.0 49.6 1966 28.6 28.4 42.5 44.6 58.7 64.6 76.9 70.8 65.0 52.2 41 .5 31 .9 50.5 1967 34.0 35. 1 42.9 48.2 52.6 60.6 69. 1 68.2 62. 1 52.5 40.5 26.5 49.4 1968 29. 7 34.2 40.6 43.0 53.9 67.8 71 .7 68. 1 60.9 51 .9 35.7 28.9 48.9 1969 35.0 35.4 32.2 52.2 59.3 61 .5 74.7 73.9 64 .5 39.0 39. 1 32.5 49.9 1970 30.6 38.6 33.5 43.7 58.8 65.2 72.0 73.9 59.5 45.9 39.1 33. 3 49.5 1971 32. 1 30.6 38.5 47.8 54.2 69.0 70.6 72.8 57.5 49.4 39.1 31 .9 49.5 1972 30.5 36.2 44.8 48.5 57.0 68.3 70.2 71 .0 62. 1 52. 1 32.9 24.9 49.9 1973 27.3 35,5 39.9 43.2 55.6 67.5 71 .0 73,5 59.9 54,5 39.5 31 .6 49.9 1974 23.7 35.2 43.2 47.9 61 .6 68.4 74.7 69.5 59.4 52.4 38.0 31 .2 50.5 1975 31 . 7 30.6 37.3 44. 1 54.3 64.3 72.7 70.8 59.5 53.2 36.8 37.5 49.4 1976 32.3 39.3 37. 1 49.2 56.7 66.3 75.3 70.2 61 .8 48.4 39.5 35.5 51 .0 1977 29.2 38.0 39.9 51 . 1 60. 7 71 .9 74. 3 70.2 66.6 53, 3 40.3 35. 1 52.5 1978 25.8 31 .4 43. 3 50.3 54.4 66.9 74.7 69.6 65.0 53. 1 37.8 24.6 49.7 1979 18.0 34.2 40.5 49. 1 54.8 65.8 73. 7 69.5 66. 3 53.8 33.3 34.5 49.5 1980 26.0 34.5 38.0 47. 7 57. 1 71 .9 76.4 73.2 65.8 52.4 41 .9 41 .2 52.2 1981 37. 3 36.2 41 .2 56.4 57. 1 70.4 75.9 72.0 68.2 52.6 45.9 35.8 54. 1 1982 30.3 32.0 41 . 1 47.4 55. 1 63. 1 72.7 73.1 61 . 7 49.0 35. 7 30.9 49.3 1983 31 .9 36.6 36.2 41 .0 51 .4 62.8 73.3 74 .4 64.9 52.7 37.0 17.5 48.3 1984 27. 3 34 . 1 37.2 42. 3 60.0 66.5 74.9 71 .8 60. 7 44,8 39.7 32.8 49. 3 1985 25.6 27. 7 40.8 51 .0 60.0 68.0 73.0 72.4 58.8 50. 7 29.8 29.4 48.9 1986 40.3 36. 1 ° 47. 1 49.6 56.7 70.3 73.5 72.2 60. 7 49.3 39.0 31 .0 52.2 1987 32.2 36.1 38.8 51 .9 59. 7 69.2 74 .4 70.7 62.4 51 .7 40.0 28.4 51 .3 1988 25.2 34. 1 38.5 50.3 59.0 71 .9 74.2 73.6 62. 3 ' 54.0 40.6 31 .1 51 .2 1989 33.5 22.4 43.3 51 . 1 59.0 65.4 75.9 71 . 7 62.5 51 . 3 42.8 27.3 50.5 1990 36.4 33.3 39.5 49. 1 56.6 72.6 70.8 71 .3 66.9 52. 3 44.0 25.7 51 .5 Record Mean 30. 1 32.9 38.8 477 56.8 66.8 72.8 71 .4 62.7 51 .5 39.5 32. 1 50.3 Ma. 42.8 45.4 51 .4 60.4 69.5 80.7 86. 7 85. 1 76.9 65.5 52.5 44.8 63.5 Min 17.4 20.4 26.2 I 34 .9 44.0 [ 52.9 58.9 57.7 48.5 37.5 26.5 19.4 37.0 See Reference Notes on Page 6B. Page 4B 3L';. ..'39 HEATING DEGREE DAYS Base 65 deg. F DENVER, COLORADO SEASON JULY AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUNE TOTAL 1961 -62 14 0 273 459 902 1150-1411 , 976 934 437 175 72 6803 1962-63 0 19 112 352 703 961 1417 768 848 442 156 50 5828 1963-64 6 7 29 229 690 1125 1059 1082 982 545 230 72 6056 1964-65 0 16 123 375 743 981 921 1044 1108 411 245 53 6030 1965-66 6 7 296 302 645 924 1122 1017 691 604 204 92 5900 1966-67 0 9 61 391 699 1018 954 832 679 498 388 135 5664 1967-68 4 16 108 389 729 1186 1086 885 751 655 343 38 6190 1968-69 10 35 145 399 871 1114 925 821 1011 378 204 144 6057 1969-70 2 0 56 801 769 998 1061 734 969 632 200 78 6300 1970-71 0 0 198 584 770 977 1018 958 817 508 329 25 6184 1971 -72 24 0 273 479 771 1019 1063 832 621 486 246 4 5818 1972-73 42 15 107 397 960 1239 1162 820 771 646 290 56 6505 1973-74 a 1974-75 0 0 166 321 758 1029 1277 831 671 507 137 67 5772 9 199 381 803 1043 1024 957 852 621 332 35 6306 1975-76 0 4 195 363 840 843 1006 740 859 469 254 64 5637 1976-77 0 7 142 509 759 907 1105 749 771 414 137 0 5500 1977-78 2 14 38 358 737 920 1206 936 665 435 335 37 5733 1978-79 0 20 96 366 811 1245 1450 854 751 473 313 31 6460 1979-80 00 20 58 347 941 939 1204 876 828 514 247 9 5983 156 386 683 731 853 801 727 260 243 26 4770 1981-82 0 12 19 375 570 898 1071 918 733 522 306 32 5516 1982-83 3 0 151 487 875 1050 1017 789 885 712 419 129 6517 1983-84 3 0 87 372 833 1469 1163 889 854 673 183 51 6577 1984-85 0 1 183 622 753 990 1215 1041 742 412 167 42 6168 1985-86 0 1 241 435 1051 1094 758 802 548 456 260 22 5658 1986-87 O 0 145 477 775 1045 1012 803 805 392 170 22 5646 1987-88 11 21 110 410 743 1125 1227 889 811 437 215 4 6013 1988-89 7 0 129 333 723 1043 969 1193 665 432 213 '6 5783 1989-90 0 0 153 424 658 1 ' 62 879 882 781 469 265 7 5680 1990-91 12 3 64 388 623 1211 I See Reference Notes on Page 68 . Page 5A COOLING DEGREE DAYS Base 65 deg. F DENVER, COLORADO YEAR JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT NOV DEC TOTAL 1969 0 0 0 0 35 44 312 284 4E 0 0 0 721 1970 0 0 0 0 16 93 222 282 40 0 0 0 653 1971 0 0 0 0 0 149 203 248 53 0 0 0 653 1972 0 0 0 0 6 110 210 207 28 1 0 0 562 1973 0 0 0 0 2 138 199 270 21 1 0 0 631 1974 0 0 0 0 36 176 307 157 39 0 0 0 715 1975 0 0 0 0 3 69 246 192 39 5 0 0 954 1976 0 0 0 0 3 112 324 176 52 0 0 0 667 1977 0 O 0 2 11 214 297 182 93 0 0 0 799 1978 0 0 0 0 12 152 308 171 103 2 0 0 748 1979 0 C 0 0 2 112 275 163 102 7 0 0 661 1980 0 0 0 2 10 224 358 263 88 1 O O 946 1981 6 195 346 236 121 1 0 0 912 1982 O O 0 0 6 42 247 257 59 0 0 0 611 1983 0 0 0 0 7 69 264 301 91 0 0 0 732 1984 0 0 0 0 33 104 315 218 60 0 0 0 730 1985 0 C 0 1 19 137 256 238 63 0 0 0 714 1986 0 0 0 0 11 188 271 227 20 0 0 0 717 1987 1987 0 0 0 3 12 153 309 205 36 2 0 0 720 0O 0 1 35 225 300 277 55 0 0 0 893 1989 0 0 0 19 34 96 345 214 83 5 0 0 796 1990 0 0 0 0 9 244 196 203 129 1 0 0 782 See Reference Notes on Page 6B . Page 58 9iO;T'3l SNOWFALL (inches) DENVER, COLORADO SEASON JULY AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUNE TOTAL 1961-62 0.0 0.0 5.8 6.2 11 .4 3.8 17.2 11 .3 6.8 10.0 0.0 0,C 72.5 1962-63 0.0 0.0 0.7 0.0 5.0 1 .2 9. 1 2. 1 18.0 0.2 0.0 0.C 36.3 1963-64 0.0 0.0 0.0 1 .1 3.5 5.9 2.6 12-7 18-4 12.1 1 .0 0.C 57.3 1964-65 0.0 0.0 0.0 T 6.0 4.4 1 3 2 17 1 1 4.9 0.3 1 0.C 55.9 1965-66 0.0 0.0 5.5 0.0 5.5 5.6 3.6 14.6 2.8 6.4 2.9 0.C 46.9 1966-67 0.0 0.0 T 8.3 3.0 1 .9 9.9 4.4 6.6 3.6 3.0 0.0 40, 7 1967-68 0.0 0.0 0.0 1 .7 9.4 13. 1 3.0 7.3 9.2 15. 1 T 0.0 58.8 1968-69 0.0 0.0 0.0 0.4 5.8 -b.9 2.8 4.2 13.2 0.0 0.0 33.3 1969-70 0.0 0.0 0.0 31 .2 5. 1 3. 1 0.9 0.3 20.5 4,7 1 0.0 65.8 1970-71 0.0 -0.0 4.6 5.9 9.2 0.9 8.6 11 .-9 9.6 6.0 1 0.0 56.7 1971-72 0.0 0.0 17.2 3. 1 1 .4 8.4 10.9 9. 1 7, 1 17.2 0.0 0.0 74.4 1972-73 0.0 0.0 0.0 9.7 19.4 9.8 12. 1 3.0 15. 1 24.8 1 .0 0.0 94.9 1973-74 0.0 0.0 0.0 2.3 9.3 30.8 8.2 10.3 12.8 17.8 0.0 T 91 .5 1974-75 0.0 0.0 1 .8 1 .0 11 .9 2.1 3.6 4.0 14.3 10.9 6. 1 0.0 55.7 1975-76 0.0 0.0 0.0 2.7 15.2 7.3 3.2 6.4 18.7 1 .2 0.0 0.0 54. 7 1976-77 0.0 0.0 0.0 7.2 4.5 3. 1 2.4 3. 1 9.6 4.7 0.0 0.0 34.6 1977-78 0.0 0.0 0.0 3.3 4. 1 0.7 5.5 6.2 8.6 4.6 13.5 0.0 46.5 1978-79 0.0 0.0 1 2.7 6.9 14.2 9. 1 5.8 18.2 8. 1 8.2 0.C. 73.2 1979-80 0.0 0.0 0.0 2.7 22. 3 16.5 12.3 9.6 12. 1 10.0 T 0.C 85.5 1980-81 0.0 0.0 0.0 1 .5 7. 1 1 .2 4. 1 4.3 24.0 2.9 T 0.C 45. 1 1981-82 0.0 0.0 .0.0 2.8 3.3 9.9 4.8 1 .8 2. 1 2.0 1 0.C 26.7 1982-83 0.0 0.0 0.0 1 .2 1 .8 27. 1 1 .3 0.8 30.5 11 .3 7.6 0.C 81 .6 1983-84 0.0 0.0 1 T 29.3 11 .5 3.4 7.9 12.0 16.8 T 0.C 80.9 1984-85 0.0 0.0 5.2 13. 1 2.3 5.0 12.5 8.7 7.6 0.8 T 0.C 55.2 1985-86 0.0 0.0 8.7 1 .9 17.0 10.3 2.4 6.2 2.6 14.0 0.0 0.C 63. 1 1986-87 0.0 0.0 0.0 4.3 11 .5 4.9 17.0 12.2 11 .5 9.9 0.0 0.C 71 .3 1987-88 0.0 0.0 0.0 T 11 .2 21 .5 5.8 7.0 13.5 2.0 1 .3 0.C 62. 3 1988-89 0.0 0.0 0.0 0.0 2.8 12.3 13.0 8.2 4.8 9.0 1 T 50, 1 1989-90 0.0 0.0 2.3 7.8 1 .6 11 .8 8.4 7.0 21 .9 3.6 0. 1 0.C 64.5 1990-91 1 T 0.0 7.6 12.0 4.7 Record Mean T T I 1 .6 3.7 8.2 1 7.4 7.9 7.5 12.8 9.0 I 1 .7 I T 59.9 See Reference Notes on Page 68, Page 64 REFERENCE NOTES DENVER, COLORADO GENERAL EXCEPTIONS T - TRACE AMOUNT. BLANK ENTRIES DENOTE MISSING/UNREPORTED DATA. PAGE 3 I INDICATES A STATION OR INSTRUMENT RELOCATION. 1 . FASTEST MILE WINOS ARE THROUGH AUGUST 1981 . SEE STATION LOCATION TABLE ON PAGE 8. PAGES 4A, 4B, NA SPECIFIC RECORD MEANS ARE THROUGH THE CURRENT YEAR, PAGE 2 BEGINNING IN 1872 FOR TEMPERATURE 1872 FOR PRECIPITATION PM - INCLUDES LAST DAY OF PREVIOUS MONTH 1935 FOR SNOWFALL PAGE 3 Tai - LENGTH OF RECORD IN YEARS, ALTHOUGH INDIVIDUAL MONTHS MAY BE MISSI,,G. 0 + OR + THE VALUE IS BETWEEN 0.0 AND 0.05 NORMALS - BASED ON THE 1951-1980 RECORD PERIOD. EXTREMES - DATES ARE THE MOST RECENT OCCURRENCE MIND OIR.- NUMERALS SHOW TENS OF DEGREES CLOCKWISE FROM TRUE NORTH. '00" INDICATES CALM. RESULTANT DIRECTIONS ARE GIVEN TO WHOLE DEGREES. PAGE 48 MAX AND MIN ARE LONG TERM MEAN DAILY MAXIMUM AND MEAN DAILY MINIMUM TEMPERATURES. Page 68 3:',7[0....7.39 DENVER, COLORADO Denver -enjoys the invigorating climate that In spring, polar air often collides with warm, prevails over much of the central Rocky Mountain moist air from the Gulf of Mexico and these region, without the extremely cold mornings of the collisions result in frequent, rapid and drastic high elevations during winter, or the hot weather changes. Spring is the -cloudiest, afternoons of summer at lower altitudes. windiest, and wettest season in the city. Much of Extremely -warm or cold weather in Denver is the precipitation falls as snow, especially in usually of short duration. March and early April. Stormy periods are Situated a long distance from any moisture source, interspersed with stretches of mild, sunny weather and separated from the Pacific Ocean by several that quickly melt previous snow cover. high mountain barriers, Denver enjoys low relative Summer precipitation falls mainly from scattered humidity, light precipitation, and abundant thunderstorms -during the afternoon and evening. sunshine. Mornings are usually clear and sunny, with clouds Air masses from four different sources influence forming-during early afternoon to cut off the Denver weather. These include arctic air from sunshine at what would otherwise be the hottest Canada and Alaska. warm, moist air from the Gulf part of the day. Severe thunderstorms, with large Mexico -and the hail and heavy rain occasionally occur in the of Mexico, warm, dry air from southwestern deserts. and Pacific air modified by city, but these conditions are more common on the its passage over mountains to the west. plains to the east. In winter, the high altitude and mountains to the Autumn is the most pleasant season. Few west combine to moderate temperatures in Denver. thunderstorms occur and invasions of cold air are Invasions of cold air from the north, intensified infrequent. As a result, there is more sunshine and less severe weather than at any other time of by the high altitude, can be abrupt and severe. However, many of the-cold air masses that spread the year. southward out of Canada never reach the altitude Based on the 1951-1980 period, the average first of Denver, but move off over the lower plains to occurrence of 32 degrees Fahrenheit in the fall is the east. Surges of air from the west are October 8 and the average last occurrence in the moderated in their descent down the east face of spring is May 3. the Rockies, and reach Denver in the form of chinook winds that often raise temperatures into the 60s, even in midwinter. • 3 : 0[ 33 STATION LOCATION DENVER, COLORADO L L OVE ELEVATION AB A * tym T N SEA GRg11D T M =NOS I I LEVEL W E P S T R W 8 N M E ' S =A5c U T G I XSUIAE TAO W = AXIS D U R N TYNPIII GTU E D 0 :0 RC SPNGN Rh E U EHNI NC OCP N I MRINGIN TM D -N E 0 'N G A N N 0 E LOCATION 0COPIED CCCLPIED AIRLINE 'NORTH 'EST -S -M E GGR E REMARKS FRO( TO DISTANCES ITTE BE A RST AND ESR NTSU RI ME DIRECTIONS TI MIU EEWC N OR * M R R I K I M V PREVIOUS EE EM A T -0 C I G A EG U 5 E GA E R E E R S 0.711PERATIVE Ox or more locatiaa 11/1859 12/1873 NA Voluntary observers, broken record. CITY 16th (formerly G St.) 11/10/71 3/15/73 NA 39°45' 105°00' 5177 51 #20 A20 48 # - Estimated. 8 Larlmer Streets Woodward Building on 3/15/73 11/30/75 400' WNW 39°45' 105°00' 5212 71 37 36 52 Market (formerly Holiday St.) between bth 8 16th Streets McClintock Block 11/30/75 7/1/77 350' ESE 39°45' 105°00' 5214 CO #32 #32 450 # - Estimated. 16th Street BroadNell Block on 7/1/77 6/13/81 200' ENE 39°45' 105°00' 5214 80 45 44 60 Latimer Street Tabor Block, 16th 8 6/13/81 12/1/87 200' WSW 39°45' 105°00' 5204 109 73 72 86 Larmer Streets Block T7th88Thhar s 12/1/87 5/1/91 1100' ESE 39'45 105°00' 5218 103 86 86 79 Streets C Building 5/1/91 10/1/95 375' N 39'45' 105'00' 5229 121 108 107 97- 97 t Black on Arapahoe Street U 16th Posst Office 10/1/95 12/8/04 600' SW 39'45' 105°00' 5214 151 83 a/9 74 74 a - Effective 6/13/%. Arapahoe Streets 413 a 7799 Tgsten Bui ldirg 12/8/04 1/29/16 800' E 39°45' 105°00' 5219 136 129 128 119 119 b - Effective 3/1/10. th 8 Cttiarga Streets yrz Neu Past OfficeBldg. 1/29/16 1/1975 1000' ENE 39°45' 105'00' 5221 11113 106 108 NA 98 NA 98 NA- MA c - R 4 /50 19th 8 Stout Streets c c d78 c d - lnstatl 4/1/501 mile E Static, about AIRPORT 10/1970 and closed 1/1975. Administration Building 9/15/31 6/25/47 NA 39°46' 104'53' 5292 59 46 46 5 42 Stapleton Airfield 1.8-FAA Building 6/25/47 5/7/69 0.3 mi. NW 39°46' 104°53' 5292 72 6 6 NA 4 6 5 NA NA Installed 3//31/50. Stapleton Airfield + n 920 e19 h5 : Effects a 11 5577 + Stapleton Ant'` AP f40 g - Effective /8/60 Fastest (Effective 10/1/64) 7/12/60ta from 40' prior to h - Commssroned 5200' ESE of thermgeter 1t� 8/1/60. W.B. Forecast Office++ 5/7/69 1/20/82 1.7 mi.ESE 39°45' 104°52' 5283 120 5 5 22 4 4 41 - Notem moved /*/60. Stapleten International j5 NA ) - Not moved / / Airpeort ++ Wather Service post Office ((Effective 1970) Weather Service Fcst 1/20/82 Present 1 mi. N 39°46' 104°52' 5282 33 5 5 25 4 4 4 5 NA k - Type change 10/27/86. Stapleton International k5 Airport SCRIb CN:Price a ordering infornatian.available through: National Climatic Data Center, Federal Building, Asheville, North Carolina 28801. USCOM-NCRA-ASHEVILLE, N.C. - 790 U.S. DEPARTMENT OF C04AERCE AN EQUAL CPPORTUIITY EMPLOYER NATIONAL CLIMATIC DATA CENTER POSTAGE AM FEES PAID FEDERAL BUILDING U.S. DEPARTMENT OF CMHERCE ASHEVILLE, N.C. 28801-2696 COM 210 na_ YSMAL ej FIRST CLASS T 33 DENVER CLIMATE Denver is located on the South Platte River on the eastern slope of the Rocky Mountains. The climate is characterized by low relative humidity, light to moderate winds, mild temperatures, and light precipi- tation. The average monthly temperature varies from 30° F in January to 73° in July. Occasional chinook winds help to moderate winter temper- atures. Annual snowfall averages 63 inches but persistent snowcover is unusual . March is typically the snowiest month. Precipitation averages a little more than 15.5 inches per year, most of which falls during the growing season. Thundershowers occur fairly frequently on summer after- noons. DESCRIPTION OF SOLAR RADIATION DATA The Public Service Company of Colorado established two solar radi - ation measurement sites in Denver early in 1977. These two sites are a part of an extensive network in the Southwest established for the purpose of supplying solar radiation data to public utilities who use the infor- mation for heating load calculations and for design and evaluation of solar energy projects. Spectrolab SR-75 pyranometers are used to measure hemispheric radiation. A regular maintenance schedule is employed and thorough calibrations are scheduled at 6-month intervals (Yinger, 1978) . The data quality at these stations appear to be excellent, although some inconsistencies appear which make high resolution comparison between the two stations risky. 920: 33 34 1 a On. Wed -16 O 0000 O < mm mm n ^O N r N 0 N Mee Ural n 0 0 0 n WW W W W yam . a W 2 N^ N m n r N Y < 2n < ^V • '' -NON On00.p O < n y r „0 O n J•p m n N n MM m N b i n ^ p n 0 W m1111 W U M 2 0 < W O U V O .o O_m P 0 i P d O N......O W > WOF 0 nm • MON • • • • • O-P N • N.O . •.ON O W >UM nm Na.0M ndnm^ amm .n elm •. < 0 < 4.a ^ n I. O hl r r_^ I m 05 0 00 f 2 H 0 N' W >o n n N '��°n p 06,m0 S - 0 N m d N m o P o S F F U F 2 . m • r am • • m ....n -m m _ •i W < < P Vona, ramal n•pd m�Nm • .mN N < f _ en H. a 0 W 0 0 2 W .. CO O = ..f.a = F W N H. U W occ.y U P N .O N N.^ Cony,P O •N.N 0 n d n^P n d a p U Y. sW 0 • • • O. n.p- on aN^ Pain • •.pn en d 0 Z 6 - elm O 0 P 0 mro N n m n o = M O R< co m 0 = F W < 0 = Faze 0< W ^m oanon O N.p n • O n 0 a m m m N N n 0 a 0 Z < < N O W .... 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O O n N d n 'U R y >W f 0.1 4 0 < U V Maas, II W W 0 m am dl 2 mm a aamm 0.0010 Ocn0 500...rnoa = O a W4 4PPm J .pun m On ma __ ma M •Nn M M S W M m C W "• •N N • • • • r •.p n O n < S Om 0Zr< a NN...P OmmNn ^O P^ en o 0 M O 0 Co W W d W W .W a O 4.0 N N N O O nilill > M W O 00 f W 400 < <_ ma n n n< O n N V O N N V d •m.p n n S U F< Y r • • • n O n n N N^ Pm Z a U < Y O R 0 p F r N N P Mamma N^ n co M M aa W CC X N >0 m 0 OW 0 P.? 61m06 • • • 0 6,10.-.P1 006P.0 0.0.00 CN^n n NON W Oa < O0 MOWS i n^ N a-d CO CO •.pm • •mn m O W S<UJ < N.•nmN WMW .0• OenI, N M U W 44442 0^ 00m^ m.0 d n 1 M n W < 2 O W O N N^^ a0 1 O a.... > W a a p < =V F<M> m_ m -N p O< < a- 0 ma n ONa° ONOPO OI.INO .•P^^PNnO R a > <RI 0Mmf M. O^ N -•.1Pd • • • • • • mrm •mV f W < U S W O O_a.404 S 0 a mama r^ m N n N I m n N .. W 1 0 ^.+mnPS W 1 C 1 10 OW M in I'• = I 1 N W W S O M p 4 a o M. NP V amain. Oa -NO NNNO Pn N..NNmr d < < F C a U M • W mm N d O m m • • • n a a < co OMR<H. W •0 ^.CMOm Pnm nm• n or md N 0 a OM 0 4 a m m- d n N I• M Z H. ^ m 2 0 V 0 • 0 0 M O i 0 0 M W O 00a0 M O 2 m0 N .440m4. O^N P O m n O O a N m N O m d P M C Ii f m F< O S I.P a mm a m m m . N • • • O n n am •N n . •m V MP <> a W m.. nPN OPn n ma < 0 r a 0.O 1 m n N n > < I O ^ 0 . < n r r r r I m , . W 0 I 4 M Ca a M 0 MO 1452m 2 P SS W p Z 0 m 1 00.. • • _ _ • _ _ < O 20 61a. = R R MW ....Cm a M < 0 U^ < 1422 • • 2 min O M a < <•.. f^20 a UV 00 I.• r m aa < O I R < N O • Y 0 • W W W W F Z v M_M M N n m2 O 0 N O pa< m v00 00 v vv _ Z W= W Z 0 2 n J< W • Y O F U • U V _ 0 0 0 0 W Or 00 y W0 WWWW a UpJUU S W 0 W ..1< • O M p < • 5555 m 01.1 =000 W O > 00 f 2..p R Y 0.4. 4.0. <<<< W W Y v N W W U 0 Ms Ma CH..... 4.1S... == cc p p = 14... Woo i 0 f WV M H Vila • y-.. 0 0 m 00 .10 VW NW W U U • F M Ht. • • • • a 0 v W W y vv 0 . MC 2 U O O W • a 0 W 0 0 W ZrZr0000 v m W 2 W m M 0= M< U 4 y y 2 i = M 0 0 0 4[ 0 0 0 0 W W Y W 2 O O O 5.0 \ I. p- JJ 00 0000 OOSm NXM ♦ vv a <N ^ • IM .Snr OZU ZI F N M a<.. M loamy,N N N-U S O M JJ' M• U U 0 M O I 4 • « .Z 2 m m m N m J S< O• 0 a W pm...Navy v vv H.-.00 .-.H. S • S S Y S S 00000 < 0 20 . . < W W = O O W W W J S O r.2 r r Mao W 44 Me == P. M00004 0 0 0< 14* W W W W W i ........ o W m H....000U J J U F a U f U S W M M F a WW>N W p 2 W O > > >> N• =S v U a a J > U• W<S<W O i N S i<<<< APPENDIX C FIELD BORING LOGS 970: 39 1746,.Cole Blvd.. Bldg. 27 #300 L2-37/L, 11(,�e „ ..��4...) i Golden. CO 80401 BORING 440. DRILLING METHOD: jfl k-I '7 CM E.5741--. --- SHEET , 11� .I C it SAMPLING METHOD: / DF3 . Z ;231:11 � S/1�. $ DRILLING V VEL START I FINISH i ')/ • D• ₹-Z WATER LEVEL /I��TIME TIME ` 1 -( TIME V:4r 3'�� DwTE I DATE DATE Location Diagram I I /9L /9 C DATUM y (0 5.26 ELEVATION CASING DEPTH v �= C SURFACE CONDITIOAS: W ^ v V i / l¢II �' F r I LT a y V O/ -Z w / \r J Q m `~ /“S WS /Zit U P. y r:).'2 � ae in DU 7 ,-.<.24 O ' OZ V .v D 0) / 1 SP so..A , &E JAI -lK e1. 4,,,,a, v.11— „._,T.)/ // 2 I :s.../1. ,..A„CF- /1 I / 3 / /1 , // I % ¢ bsY-� -I i / I sC�2� �� HDw.J ) V.Y-s - PSI. 1 U'r! /1 / 1p f- 7 Hr- ./ / 8 J / 'q A / / 1 /. / to0 LISP sue, Cif , s.f;. L-�.�, h rd , c4l,7 VV /z } c 13 U / / D1 / % 14 W / / j 'b / A / /6 / - ,4 I�s� sue, Y- LXOw.Ipa�, s:/� , b,.o-,,,,, :�Ld`� k I— i I 1746. Cole Blvd.. Bldg. 21 =300 1 -'371(.0 (.J S DS I 7 .Reitg..5 LI Golden, CO 80401 eoRING go. DRILLING METHOD: -sue- - '/ SH ET - SAMPLING METHOD: n OF 3 �J"'� _I .,�o- 6� napr• DRILLING \ (_74�!/-. far/ START I FINISH �l WATER LEVEL TIME TIME TIME 8:41 3:8; DATE DATE DATE Location Diagram • l /J DATUM ELEVATION CASING DEPTH I I I I 0/92-- 1 at Cr SURFACE CONDITIONS: e .r.: LL x �a .- ..IL,' Oz . / Nj ¢ r• =W _Iy UY ; HVI • / T1 m 0 Cs Jr` p O is U /' C<n y O ID °2 O J / ^ C C 1/ �� sP c "1 a2 I C /I % 4 ail 4. n'1 Ala- Ism— s !N% I 11,-<Pf,.-e, 93 I/ i �/ _ I II / „, r I r j - - ------- i a7 � V / V / �� / o LfL., ), 1/ / 32 O Y / )3 y AL 'Adak Map pi- U / 74 SA.Fd5'}+I[wt, S.-(ll=, 'Ad Xk C.S. (afl J ' " r �ir�l/ / I a, � U < Z. / �� D / To J -57 /may a /lc-Lis 'pi �V // 3f5 / VA / / II / j ,I - qo r- - .31"';0� i 1746. Cole Blvd.. Bldg. 21 =300 3 wisps 1-1)BO56, • Golden. CO 80401 9ORINc o`; u+G ME nnit 'Armor): -- / �(hc _ Pi?-! 5 4" SHEET AO. SAMPLING METHOD: OF 3 day 61- 1 S S - DRILLING 1 V START I FINISH WATER LEVEL }} TIME TIME TIME ' oleic -,60 DATE DATE DATE Location Diagram ` DATUM - ELEVATION CASING DEPTH I I I I Mil- 0C w .2r¢ G' SURFACE CONDITIONS: AN �Z w / '/'y Q • w 205 �F • ' t.s 62 7 •" oz inc 75 wV .,4 O co D2 a Ow _ 0 SQ ❑'^ d V ' C 1/ 4IICt.- elky "ei9ray, D / /1 Al 4z1 I -/1 / . / 4> 1 / q¢ �b I / / 4�1 i . // 1 /1 4II 1 / — — ----- 47 h / qg p /1 so 7 cis dI,, -- g SIo..Q ,n., rate's ,H 47.0. tcs 5-1A / - siTh. o / Sr .‘'‘\ / / / F D / / 8 Ig. I /I ! / l746. Cole Elves.. Slog 2; #300 1 1 _l 74, Golden, CO 80401 d l BORING 0. DRILLING METHOD:pi SHEET SAMPLING METHOD: / of ISO START I FINISH o ^✓-� WATER LEVEL At- TIME I TIME TIME DRILMNG r1� TIME ) _ //a SD /e2: JO DATE 'l� I DATE DATE Location Diagram „�� / cziDATUM 490 B.42 ELEVATION CASING DEPTH I I I I I/ 93„ 'I� i C SURFACE CONDITIONS. -( 1 -I `Go . ow .. / W W e— —H M4- `te >i > C." 5`e .. a / b D� /; J„ O Io Oz mu O , e a d C.. o / I 1/1 al H5P SanCti ri. h.m.o.., is6.D,.vw, V•.1:q,—.,,,F. /I / 4 5 ce---cij ),4r-ro;,.J , St.n.... w - .I..9.. iJ i% I� / 48 b i I, II // I / ,Z r i fd H 1, sc,,._dy ] 5`3, bra:4A.✓, n.�c{ .,, - 7 / IS I ly I / / -- . / V 1 —(1L≤ fl ...<faAlE, ?rat.) ."Art. i•n•ti . T / / Q-' c c r S //it �. \ / 31 SI T� � Jot~ / 33 _ D lv o / 34-q.35— ��. 5 ."/c .�-[d S.' S . 50-al :47(4 yw 6,2y�Cr�B�o�.J 3y /• ?7 9$ rjrLJ J ,Sl�' CL s c ..-1 ." �. j -, P•�,�� 'ht.-n-1/4 s f` AEA y i746. Cole Blvd.. Sdg 21 #300 -.. . I j -3 7/(, .ce 1 N s N✓. GO/den, CO 80401 BORING NO. DRILLING ��/7)1TIIDDsThr i ryI r ///�� r SHEET�^J L � &ti a o-, �l-' SAMPLING METHOD: V' OF G ltk OE. 2 n,Lpv sDtn�✓ DRILLING I \� f (f" ! START I FINISH ` ,C WATER LEVEL I TIME TIMCE ' YVI TIME //: 7J 3 'v • DATE DATE DATE ? Location Diagram DATUM ELEVATION CASING DEPTH I I I I /! 70 /;/(0 > an/ -�% .: C' SURFACE COHDITIO.V5: N E < S� r-In >a ;c, � an tjc ou A! �N o oz u O / D• d / i/ ICd, H / / 42 C * / �p d- /I %/ 1. mac:.4 Cr ad p A.DI 4S Vil // b46 I • / / 4q % %I i coII _15"n. TD I 'I/ — - ---- / / / I t- d / / he....IC led As r/ w.t e..,, n),s /4,_.d 44/ / / / I/ / Y / / . / I / i El O / ,. / / /1 /i._ (/ /C 0 L<6 Cole 6lvd.. 61dg. 21 #300 1 �, 371(0 liCeleile.5 her Golden, CO 80401 BORING NO./ DRILLING METHOD: r a0 Al 4v 3 I rat," SHEET SAMPLING METHOD: OF 55- DRILLING (--,- g �-, 0 Pe-3 '�}�- "" J START I FINISH WATER LEVEL I TIME TIME TIME DATE I I DATE DATE Location Diagram � / DATUM tie's . )Z ELEVATION CASING DEPTH I I '/'1 / �L pJ II rQ C SURFACE CONDITIONS: w OU :e �N O .I, O_ g O / S. G CO V / I IH sa. �1, s- /fi , b-;..o.J yfic�. -" .9., D. /I 7 b 3 r SP sc-0:4, 04.1,1, v.4-7.5 , -".57. 1 me-ci. n•cig_., -k--;sg.;. / / I / / `` / / (j 01-- 0124-c, 4 sc y) s;/� l y.�9. . Fs , 1,� .✓ / / _} x / V / / 6- 0P—n, (it- , d, ,9 , , 24n.A-✓ / Fo i. Ki-- 31 -k o / a3 �{ runL 9a� l&� 3L�,54. /. ;5- I 34 / I to 6 Pk_2- Bic' / / yi I - --- 3- — - 1746, Cole Elvd.. 51cfg. 21 #300 1 d- 74.1 rtiteHt ,v13&i Golden. CO B0a0J BORING NO nn:Lurc Fannon: 4-1,41—',4 _— s PK-1 r 7 t' SHEET '� SAMPLING METHOD: �� / ) OF / ,\\ cptt lin c'ss) I DRILLING 1 cptt ¢ -3 START FINISH �� ,�, w ;C 0 / O -WATER LEVEL I TIME TIME ---, f TIME I c :* I�'3o .\ Location Diagram j DATE I I DATE DATE DATUM ygJz.iY ELEVATION CASING DEPTH I I I /��/Ii f�O C ��/ G' SURFACE CONDITIONS: 7:� C _ W p I W CS Yp O � Vln Q �- W �1 Z. <� /:a ES /~` S1 J SW VC LO i- -j O y O __ O .a O V' co D: a LI C O / I/ / / /I J ." PI Srl, s;) 3 6 �, �'��.' rh.� , .r._�. GIs z - /1 - 3 I/ I i , Li sP p sc , �� . s.. l , /.hi/i.A�./ ,yr.-79, —.n,p: c',, s "a st / Ii r- / n / 4 r L ---- / / 7 I / / � i / / II / I/ `Z c i ,3 k i / � / 4 ISp son---„ 3 /,/rows,/ , dry .•P-t„ . 147 - I D `� /f. • � J / � ' lc z a / / '� 9 / / (8z / _ q I . SS I / 9;70:' 9 13/ I %74o, Co'e Blvd.. Bldg. 27 #300 _371 i 71 1� Golden. CO 80401 D jot-3-M, � ME I i BORING NO. /y 1 K-S DRILLING METHOD: eoRING No./ O -- Tr -3 se — K- s PI 4!( � SHEET ' 2 p7-31 pa, SAMPLING METHOD: — / OF / >� • s / - • DRILLING `, J START I FINISH `'�f, WATER LEVEL I I TIME TIME - \ TIME ja:3° 5-1S- %°: �/y)X1-1 location DiagramGATE IIIA/ '^ DA:E DATUM y` 1 9/2 �}2ELEVATIONCASING DEPTH IIIC0 ��J L.. C. SURFACE CONDITIONS:6 y V a i 0? w / me. ¢ •T2.Si; J., 71=i V y Q c� SCT-c� Sr e.Pe , lima-,41 5r• FTn:af t.--ro ti SS / /3c s cQ-)ire .;: , i. F.•,nr / ..1.1/ 1 �3 > d4 o 3 i d4 el I o / b 1 IS / 3i 0 / El / 73 74.. „--/ 3y /... / �7 16 - / ay _ _ %;<e. Cole 5/vd.. Slag. 27 #300 1O-37x I � � Golden. CO 80401 BORING NO. DRILLING METHOD: 1 7 4��(]„p SHEET ? W SAMPLING ME�T/H�OO�: I OF I 1 © S (/-h�{Y`� '( S5') DRILLING I /� 4 - START I FINISH l WATER LEVEL I `/J,TIM//E /TIME TIME - /-/(1 �x c Location Diagram DATE I I DATE DATE DATUM Y�}y.ot. ELEVATION CASING DEPTH I I I I �»/ III LL �a CJ' SURFACE CONDITIONS:I.c i.?: V ?'^t , i > n b � L!I Lfi I - �TLSO' �Y- 1 'T'V1� �1�C+ V /-. OU A_ O'A O fm OZ �V / / /JILL/ sr / 1/ J I �0. / %/ ) i 4 /I // s I/ / 7 �V 5 c-.-c4 r /;6,w./ s.£:. . fr c - r-79. —.,,ye, / A ti r!fro II i ! / ,LE /, I¢ L // / Is.._Ii 71-77 r4 Yi /3 i4 vTh .9. - rm,g., say . re; „sit , -;/� r4s / '� ,�tJ / al; r � / i �� I � W I / / 5} El o 34 9r a /"."'I 37 _ / / n hl /I /� j :3- ._— �, JOU u0. T CLICNi .GCATION 511 Orchard Street Golden, CO 80401 .1-3le7} Ea WcJ.) KcA_..,d DR❑lv,G MFIupD: °ORINIT7�I NO. CM&5.5._ — k B__..HS.A ...... .- `� J Ol p SHEET F --.—.________—_._.___. ,_ $AUPUNG mETNOD_ 61^I _skra., / OF 3 ^.p ..rp' - -- DRILLING • wt. cr.!, Gf....J [p r START i FINISH ,T /4WOI WATER LEVEL—T.?, I TIME TIME s 'a-�6 w lIME — pl:so re, p Location Diagram Top .C. PVL DATE ; fes/fl. JIIGATE (DATE DATUM Y$ ..2 ELEVATIO:! Yssv.92 CASING DEPTH /L S�9j �IS/9T u .i F` SURFACE CONOITIO'•S: V !J " O V r / W C _ JY Z Z m~ OU / i: ,.i O ro O2 Np I Li I / - --- •% i E nil 1n> C qr.. Le.. Jl Dr_ 6..,. 4 Y 1L rn. / i A I L --- 1 / I j • / ,q /I / 5 ^ M F 5re:. S...J. 44•-..1 .1 h,.-. - -'S/ cc.",-...4e../ IA / T1 / ,p �i I • - / ' / / F 4 VC qtr.'s._ San) I - 3/.._:,4. Sit e.^._4.✓ l- O j / V D / U /7 / / A /7 IS _ ----_------ • / L / — - - / - S"a) di.1. cl.7.7-.S.,aL-.S_Lr.w,a} .bin - J rllt.u :i)di (..ctipHance inc. - /oU No. CLIENT UJCATION 511 Orchard Street Golden, CO 80401 - .2-R03 EA$4 Wclr) Icens/Lei I 1p,G MFIHOO: g BORING NO. (IT, Mw-o l 2 --.—._—_--_--_._.__—. SHEET q G SAMPLING METHOD. L OF 3 - P -------------._.-_---_ `Ie D n' -- �pn-4'n oaoJ DRILLING ,}--7 f•-PI-r, START FINISH MNr-el N 1�JA TER EEl'EL� -- —I- I TIME TIME u.,E )U PM �/ DATE I DATE DATE at Location Diagram / C DATUM ELEVATION CASING DEPTH I I I II S/� M/lS/4f / �� SURFACE COr:DI TIOrS: I .. uV Oa ; \W a Z' 2J L p - Z Y r in L ¢' i- F LL J� J �� /o OU /';z GN O ra oZ I ONO f__--- 1/4-1 !. C II D / l/// / S. r4 � ben_ i I I-- /1 I Ti / I- / ri - - - I II L 1+ ,r sde L._- .15i- /I / L+:1,-4.) 1.. gr.le.y S r/ 1^ - V C;r-.- Pro, .1 / -K 4eJ�.S-.4e_ freer....4 4r. .lrrc. I.S` r.e:c+-, /// S r`.4.�'.'!_J.�•II r J �e��—��J..../!�/.:� o r tee.. .4...-,--,I /1 / H I . /1 // / 30 11 SATE 1 \It.r}rt.c1 Cr. L4.,.Ec -arse./ N.,r., Lri...4--- / !/ / I P L; �reA+ve� r ,�+ s ze _ I Z % ' ------- ---- U / r / // ... ---- --- __/- Y Ih ..;_, v./ruI ..Vt L falou(.t' Inc. -- lOU_No CL'[NI LfATi Orr 02 37/(c EA,+ w�(� / 511 Orchard Street Golden, CO 80401 15: ¢.,4 n RII IING M[nlOn! BORING j40. w1L=S . __624(__- mcc)—01 SHEET SAMPLING r.IETTHHOOD�---._..__ 3 Ora --_,- '"1 6410 C J S i--- DRILLING START I FINISH WATER I EVE-1.7 I TIME TIME iI -- .-- TI.IE ___ __ /SOv n DATE I I DATE DATE Location Diagram { DATUM ELF:ATIO:I CASING DEPTH I i�/otj�/ 11/3 S/91 C z j F` SURFACE CONO rtIOtS: a - m .o WDU /'i.`. h O O OZ 0 O - U / r C ;�LI 1— . / i . ��Ls /�2�+ tio'6r /7 c.,,s�r d s c �a rci� '� Irti. 1'i-2c/1S rto..L-4,v-4../, du—di Ac.'rll�wl,- /i�jr ,,/ I II_ r - I f.0 % /. I _ S� -�.nd-�-4••f4'1 r -�x't+ ,`;—C�s -t //rm3+;�%cJ I� ( ;i--� -- n.4 .e' -- -� .ts. v / / `i �Si r�tti-7--�I. 1 aa.,/.'moo,:1, a's I%mJ _Pa Sur; W / 4a—E II I l s:+. ierA/ 4,--72T,S ,4 f �zi< r- s .if VI , / / / 61. , Pc_ i - s-f4 : 3 / lilt / j cc,J;d n — c4(0.7 o Q.o j .�crc� o2L,•7 4t•7 / Y / A ' , -- - -- U / • / - J ri rul , ///// / 9 I .—__. ` 6na ... .D C L.P. DCA T.CN 511 Orchard Street Golden, CO 80401 - !.Z'37i(G Qi�(,�JJACS �� IDRILLING METHOD: -_-- BORING-/NO. SHEET "7S, N SAMPLING METHOD / OF 3 P2--(3 C' 1,r(L)Cu �)ir DRILLING nW-•Z START I FINISH Cz WA C lie 6.••••.-J Lwtl WATER I A LEVEL $.9i TIME TIME TIME 3 c Ada4. DATE DATE DATE Location Diagram "r'Fr" Ye pSC DATUM 48l'!-SJ J �yELE.•ATIO>, vs 1..y..36 CASING DEPTH I _I DATE ILL/9/ -.'TN, X C L / Ho / U: SURFACE' CONDITIONS: r/� .jam er Jf/� "`• , <� �_o w< AL_ _ o m- V: OV i� cN O Ou U / :Q / ao D CI _ / / -- gP / , �.�_� cs..,,, 5`�'•" s�kt) ci. 6,-cam„/; S1/4411A�.:t /% I I 2 ,/ /I / I IF i i /ce I /1 r S: so-d� -4..�.a -f1: car.TsZ 7 t.:-i 1. bL nka , s��. ".D..ve ./ / -Z. / 7 _ / t 5'f / 4.4-e 9 ./ I, I,n.-M i sit: r I c . lc — or / / /L _ D x / / �3 ' - c- aFeL' C byw.r,4 r...ol / t° 511 Orchard Street Golden, CO 80401 ` ^' �� -4 w`�J ' z•, DRILLING METHOD: ©oRIuG NO. OM S'1 ct} 715-A vw —UL SHEET a 4 SAMPLING METHOD: r. OF 3 (- - - ��y L_ DRILLING ( C / START FINISH I. , WATER L - EVE TIME TIME TIME 3,c A.M DATE DATE DATE Location Diagram l i DATUM - • ELEVATION CASING DEPTH I I // -. /L L/p/ ' G. / Chi. SURFAC= CONDITIONS: l Cal P. --/3) Hcr y— ..14t, ri ,,, i � DV /Ly ON 0 0 0z Oo C 2Z:I`L (• L $ J l/f.^..tJ7�� !1•.1.��y/. /PJ�Lt !L 1h0. 4:,"<,-7. Zi 23 Li i ; I : H - / 2;- 4 -tit 27 (sL / / ,q • V Zit a / 1z = 11 y- / sus SLR.-gn Z "( ri cl ti. (-arid a. /, / )Q �r /Jr0�7NJTar ... N 0 - / �'� sf.�y -001.) n.o/sx2 `y / it,. _ dr,gt w H / - i.-i- Lr.,-t'� r2 i.7r-W.91- 1E. C 6 O /Vat/a1 r — / 511 Orchard Street Golden, CO 80401 2-S}�� '°S+ WCJJ xcc-iii--J DRILLING METHOD. /k-_ BORING NO. rsis 8 ` PS r1w-o z _ 4-{•1..1YJ SHEET q SAMPLING METHOD: OF 3 DRILLING START FINISH i WATER LEVEL I TIME TIME WTIME _—.—n 3td •o V4.M z Location Diagram DATE J ilk I DATE DATE DATUM ELEVATION CASING DEPTH Its/yt L�L�/�{� j R.. SU RFAC`_ CD::DI TIO�NS: — ii/ N DU y J� O ro DJ NO / po L / / Vi - `I `A7/ Fc.f4-P- J. ..,..«t Z . 2t...., AU"..• a4 r. 7. / / I /I ' 11 / I V4 I / I , y s 4.-1-I..r... r,r.' thy /2,.•.aL. - ('Fr-‘1----t.JJ` 1..1✓.— r<_.. ,.r w...K 1.,_i-_— �� — S yr' Cl.r:4.A“ .r r :..,.:4.J.,.o.„r,,r1-4- A4gam)- / Je;.y la .0.. 11 -- V4' .s l / / ,r . I / / 0f s...) -, vv' 65, Growl }+ D' Gds / / to Sva1n+ s� s a..m / z.a" rtr�k ." 0 Y /0 Y / Z V / VI I / / a H / / — D —1 / / _ -- ./// z . /// 511 Orchard Street Golden, CO 80401 2- 3 W 7 EAJ!— W,,t J Kw..l...� I. DRILLNG METHOD: _Lime 55 BORING NO. ---8. H .5. A. Pkw o3 A SHEET N y )r • PL-4-4b SAMPLING METHOD: Co,. .,A ..r.�J I OF 3 C X ,•, 1 aI DRILLING l: • --Iwo - P t2'IQ '~w'.3 MJ� 4•Itr. F kindSTART I FINISH le Mn �r.A.J )< WATER LEVEL 139.39 TIME TIME J X TIME PM AM Location Diagram ft w of pvc DATE �`°/9i — Iy ATE DATE Z DATUM t/4J9.23 ELEVATION1 S/9J2.2I CASING DEPTH 2 91 „I13/41II — C i= / F e G* SURFACE CONDITIONS: -- "r y .=�1 00 s / "' C rw H ;� °U /;C �N o OZ 0 A / // 'TI } F .01.. Saner, 31 w.f.+ h... - el rs••••••,.. / / � 4 *J -biA.J .. jr.:..a ru v..J“✓ - S/ S:/+L-. .Id I / I ! I 5 -. lb / I M1e_- dYFrti. C....l4 SI ti. A4' b rr � n - .Jt.. r... J•J SiS/ Jr IAI / / / A le- / J*- a a / / 0 D ` Y _ V //:, / JI I 3 ; / / is _/ta / ° / SA ] / / I= 511 Orchard Street Golden, CO 80401 X DRILLING M.ETIIOD: — -- BORING NO. M,w o3 Y — _. --. SHEET '" SAMPLING METHOD: Z pF Y vyi I ova-3 DRILLING t _ START FINISH / WATER LEVEL I 7 TIME TIME 7 TIME DATE I DATE DATE Location Diagram DATUM ELEVATION CASING DEPTH 3 Stc G'. SURFACE CONDITIONS: w-iti °a - 01.7z/ _ -w a o j za / .e Sto Qn. �1 J., S.ti.) U r _ Si .� F,•r, I I I tI 1- /I I I - r / 1 y/ 1 F. - - / / / / 1r.�1 Y%-_ -Z)S,- L1 S/ ,.r-.:›.l F.:r r€. 4d_.-_, _ / cr.,}-.-. ,( - Ltih'.:Jet r.. I,-, l.. fecl e+ 4H.n.-)L.I.-4- , 1 / _ ,-(5......) 1r A. r 5,...-) / / / / � r // / _ 1}lr-,A G₹ se.,..)) c/c. A Fr , L.-..J ti:. F. sh..•.._ t n- hbeia.) S .-..J c 1c..,.., 4-1.--I me &- :r4 >- 0 D r / / __ ^ V u Z. / .5Aa f.yeri-fL.1 i-r...l'I.r.. Pr..✓ i- ..-`o J / / / / a-43'',39 511 Orchard Street Golden, CO 80401 ORILUNG METHOD: — BORING No. Mw-03 - --- SHEET SAMPLING METHOD; 3 OF 3 DRILLING START FINISH WATER I EVE I TIME TIME TIME 1 DATE I DATE DATE Location Diagram HI, �� DATUM ELEVATION CASING DEPTH I n4/11 Gl/I 5 / t / G, SURFACE CONDITIONS' tt w y.2/ 00 .r/ CI C rl- T - y C :? n / N J ¢ " �W J T ^- n S - z -. RE-€. N~ /' VDU /•RV 'N C] A DZ .i� C L / / I / / L .1-+_y_7 4. LL-6r- S, 14) cite' Vc-4-(c a cre ji.,., /I / 1 i / 7 / 1ro•.`a+L - Y W.+1 -• ---' 7 / r- F //// / SL•.)� S /h a lc�.. Gray �/IDr.cl w:ft. z-,-.., it / _ rrcac..,l Ti.6MSL-o..} t'I.c.cr.-et 4-urk SI Fwl,;-1. / / / ///, p — s.-.J Ia.,. c 3• V we-I c b ve s s:. ,....+e / / — 6••r thy. - Fr.cF...c.J ft Teo-. s*cr..;7 r 0 O - r 20' Scree, // / —x S.a.,i 4t. 32 ' 61, S$ TD• SS. 4,.l...:ir •., 2L 6y / / — Vvc - S�:cbyy_ 2.1S Groat lio S.r L, e W /n / / .- / / _ _ / /( 1 -- --- — 3F 1/4: c „ye Stvc.. 3c 2- _,,. I 2.37/0 I N3-pc____ � // u�G2P CO 60407DRILLING METHOD: CMC -S> BORING N SHEET N• SAMIMING METHOD: / OF DRILLING ` sit-z. - = 111 t.�,es v ) Lar�t ( START I FINISH S/I�I `' 1n' 1 ris 9 WATER LEVEL I D� I De I(.Y.ty I(�2 :4 TIME TIME �. �fe�JjeY n(.n lir pro,Ytx,l'i ". TIME I I D I I /e'35 J; z'6 v g //// .. DATE 16126/91 11x/i19/ ilk J/92 i Ay,/7L �A w / /L Location Diagram TMr.ir�L �1 DATUM `'%9.os ELEYATICn fli/.$Y CASING DEPTH I I I / r/iJ -� -- I SURFACE CONOITONS: tO D - / .- C:,,.'...ti 41 �— 57.7: W J - Oh La el:1 CU /: El O ' C. or. ' V I I At / 0 15w SA,nel s- M5r .. D 1/ ^I d ql Aro !Pi-1-to d oft, ,,,,,,,71- - h7 5 / (� / I S - — .... A / / S Sa M6i4� 01-1-14-fit� r Qy — .s m ct / / . / / iI / 'ask Sci i t-►i b rn t rv-if I d sti-1 — s l Ms7` $ae ti-AtAJ 4-if1ri y.7SrtJ51i Ilk) h5ily ^ Slnr7- zt /I I f0 D - ,r / / I 1/Y+ San), H-brn w6 ne1- 4 S.rJet Itta <1 sI/y — Slns7' - � D I/ / Y / / u N1 F9 i V / `i c e ep hrn/cent- 1/1/0)7 /A Sir/ 74/ ti` ciaat -Sion I 4K (/ \ ° I/ I 1 / (� g Vrr n s d i s/,ns� �� " Y may> c` ' �` / .t.,� / �: , i /; /: it it-tc 5ivc.. S:cc. "7" i uercen. CO 604D BORING No. DRILLING METHOD: SL3- l SHEET -. SAMPLING METHOD: 2- OF `Y ^DRILLING START I FIN6H WATER LEVEL I I I I TIME TIME TIME I I I I DATE I I I I DATE DATE Location Diagram DATUM ELEVATION' CASING DEPTH I I I I Gj I SURFACE CONDITIONS: eW : . O' IV `t 1= _W _ Gi H< - __ tit Cam '^ iW I 85 Z n 5b �V /y JN O 0 of �D O 1 _. s OF U c / I/ I 20 I en i titernn sl msj`i rim I 1/ // Z./ so 0.4._ 91 Sa Ao1 A`/ eel 1 1 !YOAiti /ti-5)L sf/la — / / I I a - CO // C.s-I�4 - SA-A- ... // w" (*.L.A.( Ban r. ey F>4- MST E— �r � yLl Sa1L� 'J"� .r1 sk 1 j++ brut t I C 1� �t 1 nt.a.y• cLA 1 / ./ II V SD4w,t1 M•54- 1+- bre r 51 c 1`4 t/I I I ! / / I y .L )r O K .f v f t 51 M 9T /// / 1 I 1 l • th/ 7a I 1 1 I . 7 / I N a- 0 �t S //r /// I Lt-Al . "v. 4ANsV a-hc , c�/tj 'RYA tn& CMAIbi On U / / Kris3 . C�` I// / J �+ et- I/ I CL'y S /O I CIa.� I II:4 ;cm s‘ msk I/ , 1 I y 1 / / / Y / - .. I/ I/ -MT' , Cole..Sl _.. �crczn. CO 60e0; BORING NO. DRILLING MrrNoo: 66 SHEET SAMFUIC METwOO: J OF IDRILLING I:START I FINIS} WATER LEVEL I I I I 1 I TIME TIME TIME I I I I Location Diagram DATE I I I I DATE DATE DATUM ELEVATION. CASING DERV I I I I 2_/ . c I SURFACE CONDITIONS: JW i • O-u it a. o ' W .. ck . - . C7. , a- y ib QV i Es O ' D_ In U / —- D 0} ~ e° / / I 9° - sl n/ `1f1/Zet / / b+.eF�'e M CIA ' I , St r<r q2 .r / ,J14 IA sire Inc re, / / I i ° q,: In. bete` '\ 5 k 4&- „L1 cf,b / / I t 1h�n 4If, d CA" 1 1 I i I/ . I -- / / // / Clay 4? / / 6^6tak I 1 u 1.Y 4�'rn •D I/ / - (7.11 saa, • / / I ti IL.1 I twin - 4r y 1 GI 4- .r,As4 I Vit Wm, / / 1/ I o / 1 .µ� l� - el ��r k g\� nit3Ir u t-rru\ Vev4 4Yn.t c -� I2- 1 1 1 W\ kl IL 1 aro' . �\_ nhbk- / I/ I . fir I Gorce,n. CO 5040; BORING no. DRILLING. METHOD: SHEET SAMPLING METHOD-. Li OF 4 DRILLING 'START FINIS,. WATER LEVEL D I I I TIME TIME TIME ..1, I GATE I"V11¶I I I DATE DATE Location Diagram DATUM ELEVATION CASING DEPTH I _ Cr 1 SURFACE CONDITIONS: uW : R• —Z a to C _� 1l 0Y p N Zs 81 J - . I b� Z N Z b W V J„ Q fD V O / D 0} �� I///I / I �`6 I e-52- ( 1 Irci k. ., 5'nn s1. . �y.�svr+v n,r I � vyi-rM 1 r I 1 D / / I _ I wA._ 0% (ELI/ keel.II etr brn -oracle St /NSi- -vie 4\I SINFN1 Otosist / / motel 1 \ifn cy ) Ln 1 Wfs es 11 I 5f msk I / I - I / I E tit n- / cry ,Q�f S4 .s/ o ' / / I 5' vI l ' ✓WY* �fa\ At ST SLr k I ' / I// I -- // / 1 1 /// / Jbra !7114 r �011 �h` %814 .5.C , q�,S 1 - `} c- l / / I r ��. ( pI F 3, . S l rvi s V 14 N •Ls< yn pis I- / 1Q TD (� = e! 44.4- r1� l 15/ ,07-1-0,,,,,k �3.,, 2a' L,o c , 1 c'L.L.L a4-G, 17/(1 c / 30 ' c40t & 4OS I S ail-N-, I\c\S Al, ESS . x IA / Kn (2..i.a La k t. , Et, 1 Pia_( I// / •.` )4' c4u-p �� aq'5 V / I . / I/ D o / I 9 1/ / 1 i ' I /I , I Z_ 3711. � SpC \2r_ oRING u'arcen. CO 80407 S� BORING NO DRILLING METHOD: • .174 " 1- D A54 ?"---2- SHEET j`1� /]�� L SHEEET ` ��- I $AM.UNG METNOO: `/�lT L\_i_V _AA 4�k S_ I or 230II DRILLING 4 4b- 2 N 'W44cr L cvcl _rs.-._ .e u..J/.wc START I rIMSl- WATER LEVEL Ipr I T r P T. I �1 TIME TIME 1 Ur TIME Ipq e I 7 I d I 7 2:WC 3: '4,G ( DATE legit I III[4I!! I It�)/r1, I Il s . DATE DATE Location Diagram for ocrYC 11 1/`►/ J /� 1 DATUM Y8(.i.99 ELEVATION 9.8 3/.0(0 CASING WIN I I I I "PI fit Ia((/ e • Si I SURFACE CONDITIONS: J jW 0: S / \� T •�TW Yi T • _ Nr. at G W I Jam, Z to L: pU In. /: _ N C Ib D3 O a f _. • D4-1 CY / 41 mat D / / Sr•_ I f hr .51mss YYa {- ear I / / I / / / / 5e4..n.% I IA bJ V. 1 j c( - S\ALV r, / CI .r r vr. ... Q e lCif / I I -- / / " . / / I 1 1 5 a _.. A if yr% Lk y1— S` .s{ WI& nt o f- it CA / / 1 / / 50_,, —_ ik- br& 1 ctii , ,i i4 1.. . , 4,t./ c--,c, < <+ tA �1\ - 'a Cy ; OH 1 K ICY ., / I ( 1 IGay /y� G/� (� I_///_— .v.✓rJ� JWR rr I/ / _ bag, 5......Q. Alt ntr uk St-I V I 6n, r tm I hl (Mfik_ L tilt Gnek. ( n,..,,,-1 'et5ge r It I ° 9IC::'33 / 1/ I I , s', 54-1.r_u =A,Q 3.1 \ -oxen, CO 60407 I DRILLING wETNOO: �I SS BORING NO. •Se" pp '��'� I. �j')21i 1) art C122-j'2/ ,\ IA- \`� - SAM►LING METMOO•. `! m,4—i .A.. 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CASING DEPTH I I I I �= CF SURFACE CONDITIONS: _ t1 ≥t/ OL = / ne C TW I TJ. N " Z r 5 5 tfr �� Eb C �� 8.47 O Ia D- �D u / v / / 1 i a2 , IA--% qt-----S---C- .11.1 1 goy c_Sta.,1 D / / / / / / / r / / i 4 derin. at h.au w1• n10-1i sl +FYI s.- r / j% 4-J / / i -c / // / / et Ly11 i n if / S` 105{ / - r ry\i vV1not / I \ f , 1 S, ✓4 5 it cfvf �l c-wic_1 M / Ili( �� I/ I �lkA � till c,( 17 . I/ V I - °� / I/ C r 'Am/7' �w`r4 v ' 3� ox I "i�C I/ I47. ,k� `1 i `i i O G / h� C,lam t) 9ce4 I bra - car i 01/41n[r4f� / u 4/ 1 i m Vl n❑ pi t NI rii 4.JL /' I /! I dibL!' I ��.t Sri... -... -. -.vv vo/cen. CO 6040; BORING NO. DRILLING MfTHOO: SHEET - - -. SAM►UNG METHOO: 3 oc A DRILLING START FINISH WATER LEVEL I _ I I I - TIME TIME TIME DATE I I I I DATE DATE Location Diagram DATUM ELEVATION CASING DEPTH I I I I • if/ G� I SURFACE CONDITIONS: r S C . _ _ . Zit : : C` rift C .r W I JJ _ } f el" N v 1' a < ~ i V W U -s to W N N DU /• N O D2 O O / e D Iv N Lib l Y I I. r ca Yvvr-i se,.. _I grit 01 l 5 U e l/ / I w\i-el if I a -,{' I f ` 1- 3 D / / 1 / / . I 054S / / !`zrt �'de� neck kin_ ,� in_—JNM. gt eye / / 'fl �� I I t I Lb'hc 0. f i I U / I I -- / / (' l v-hA,A4 till —lorv‘ i au trx. / / razz e / aN.l.` L ``1 I ---,I ,n1.5k I \I Yr.til r es* L Q , Ma&,c IaS� // islet) I b1t-TiT sl +�sk1 vcnn, / rOA•, ' Jvn 1 9\ ^^,* I QQ- L 5i vC,1� u�-sa fa_,� / / I I r /I / I • Z lc _ einvA t ia. Ia. i cii + - �..54- t ,mss , . /11/' I/ I'p O1(t) P"K 1�) 7.,1 ilk "r V Mill vliurns � 1 / I Li\ IC— o S l rn 5-1 kl-Prr\ vtn a r i 1 C-4-5"E /I /I 1XivA nf,1 l 51 rvi4 / fry c i I A '041 v- rm /' I /1 I (,b :-.)::_.0_. :I-- Lcarczn. CO 60407 I BORING NO. 0:goo-INC M(TMOO: f 570 5„ } cd .. SAM►UNG MET1N00: d OF I RtLLNC ISTART FINK? WATER LEVEL I I I I THE TIME THE I I I I • Location Diagram DATE I I I I DATE DATE DATUM ELEVATION. CASING OEVTM I I I I �= Cj SURFACE CONDITIONS: W / O` f `W I_ ..�V • . Yi O � Ny C ' y I -Jr- vi N '�� J �.. Yr hC O b 6 °U n. °1 c _: O_ O Li 1-2 .._ 1 I/ I/ I I I it ru4MS� I V �ml e(0.-�t1f9'� 1p / 1/ y�y S sl - its 14- ��4 -1 I / I � d�i I V I r SRA c , , 1 M - / IA / � �bt�C Z J S d-,��..r_ r / •�-{- 1��n/ IAsr�"�-- / / I 7 fn 1 � i I / I ; / / • —‘9 5 / / in rcy+ — 4 1 + 1,.21„) ‘ - 'E / / 7a / / I • c,Q - & 1 c,.1 en 9,+- pb 1/ , / O u • /// - p Z / I C12.04)14 1 - / I/ 1 L . / 1 l)ea k,p 4,n X 7,1 7(t J / 1Ml� n. k b 1 � . S '(mac "� • l/J [ tI I I .. � mac] SPIN I/ ! 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I i I k 1 do I / / . I Was-989 I /` I /I 7745 Cole Slvc.. S:cc. ;' =?00 ,4 U.(O i )45 V Goicen. CO 60407 BORING NO. DRILLING METHOD: eSHEET . . SAmPUNC METHOD•. ( y A t/ (/CIC LI DRILLING START FINISH ( WATER LEVEL I I TIME TIME TIME I I DATE I I I I DATE DATE Location Diagram DATUM ELEVATION CASING DEPTH I I I +f/ .1.. SURFACE CONDITIONS: W F� W - • o` 4' Cb _ _ ..'UY - N J < W I J Y 'A > v ?..-.• kig. 2 f/ 1/ , � Z" I , 1 , cif 11 kn.i e-.1 wi54-/ 1141-rnt Hanoi flas-1- J C D / / 1 •/ / CIA.,1( 1 torYL��mn t-al ryit4 LSI, S( � Tu j 1 ;��.\ sI ✓4.5'+ n�ct P(5�� of a / / ' / /I C 9a.4 Ci r briA, —Pr c 1 - c4r 3 1 sz l (-�St Yid cALL c/ Ii I / / II i _ , -Z .iJ chthatsper AA J- . / I ' / I / O.--e O-A 1 s � � / / C In�rµ-lnt' nn n� c Mr sl n s('t s el k� 30 1 I .// / _x HL a o f e .1 1 51 vtn �-k 1 51 51 1 di �erS. ! int s-4. 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I It i L I I TIME TIME • nut I-2:•3u 5 min I I DATE V tir31`bl 1LCi �� I DATE I DAT_ Location Diagram C DATUM ELEVATION -CASING DEPTH 1 Ci _ CF SURFACE CONDITIONS: _ O N f Z:5 .� T: J6 s 0` y1- ¢ W 1 _J _C s a< e v Lai, O;_ Z n cb DU /i Oo O d D ND U // I/I I • l csr I a I e-tc t 51 V,[LS� , AA. .cr r-Q.«4— a / / I; J / • II III - / /I Ill -1 �✓ / �II/ I !" — bin r-,1 rri5A l 71 1 .grw� - v/ n'1 nn / I el a r l l� ✓h s kin - ✓ I—r i 5154 / / iI / .J r s e:1-4 A /7 ; 'p • / 1 ..°1io cE 'a_ -4--° i I "Rs 1/ / I � dE 'nr y, I) E/// D / I I LLn�� S'�C,ALP �I y-11kJ 5 �. 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SQmc rh it t, m‘,1-- Sk vr\.S�i P 4I n l (Eh , / / I • / / I _ / / `)a..,.� tir •'• l- 10{0 tc ( rh5 { P - vo ft I/ / . h � �a,1 S� i V I/ I -- / / i HE // / I h 77 / /. staiS 5 VAlcvS)' / CQFi/ �pL hfn -5/l nnSA - k� S/ 2 Y I/ rv�c ` I� St O O fr V / it C1 1'` _ +gl-sp ) , I fr Cyr~, �( ,� ,-- - / 1 PI ml / V _ / I -, sAA • ? I- . . uorcen. O 8040; I ZIVSt OHILIV� METHOD_ l_1 &SS 5/y BORING NO. SHEET (,�,/r SAMPLING METHOD: - 2 of I DRILLING STARTFINISH WATER LEVEL I I I I r FITIME TIME TIME I I I I Location Diagram OATS I I I I DATE DATE DATUM ELEVATION• CASING DEPTH I I I I _ CT SURFACE CONDITIONS: r a .. .a-,- .,..: JW =i . p` j C....-W - y a 'n-' c - I a- <� - ii fl > —• it _≤ Ca O vi cS pU �� N I° p- M° U / F. 1/ I/I I 2u V iE �'r" t Qf �'I `�1 ay `3I AS A-1 6 51 D / 1 1///- / AfI i 1 ' 1 S MS -/ ru n o� r a S `/ / + / - if( -et, sl 5II Al S � tit cMp ( ---,1 rTti 1 Sl yu.5 1 ry e e� (LQ5� / / // / / I • efalsAA ez // � �� 1 51 <7y 1 �l �-5�1 Loek p (a__5+V /• '• • // _ /I / a O 1 / / `- , St$t (f ti 1l ox a si t ( 1 a,,4-f ,Pl' 4. / rrR l�✓n a ✓� �pp di fJ1VLi 52 a �I ✓�.� Ora ./ 0.Yd E Cx J h r ri. 5i" ,7•_ 5-F / ✓ nn - Pv ni I/ /o I . _ r1at,�- _ / / I / ; 1/471 i ualy — �p�,( �� ,^, I u-y uoicen. CO armor ( DRILLING MET(OO: C� l � SO1 r.o. SHEET' SUARLIMG METHOD: 6.,,,,k--- 3 or V DRILLING START I FINIS "ritS' WATER LEVEL I I I I I TIME I TIMI TIME I I I I Location .Diagram DATE I I I I DATE I DAT, DATUM ELEVATOR CASING DEPT( I I I I _. �e r SURFACE CONDIT)DN$; di i• i �_ lid ¢ W I JC 'T <- Lt u: _iC lir I a3 3 a Ya �N O no V C ` I/ / - r D / / • a 51t 5n ` f v�nSk 'Sna5� -t7- I/ I/ I C I or L 'I St�l 41 c+ 1 0--v_ I r y r>^evl f! S�- a I/ / y P t, 54A 7' I 611 I rhea yk2(I tr Pkr� h4rhClk1 Si 4r1 --i It-1/4-) 174. I � ck VI cY1l�d1' 0 ,�1f' _If ' 1 ?2S � r Lim- U k�M V nn r I., I/ r I e X .CU/1 �� ' 7 �'A �O( ,,,c,,± ,E, 6V'G L..\ L v i I ,,,,i 6 V o_ gt s ,�-�-I,ra �I 3I ,,,h v �I. V / al a /I / c V1/ - ('Q4 � � , I� r�� ,� a - 'ice- V I V- / sl et 5 V /QnM q✓V `iej Ft4,,, 4,( I ,,__ 14 L orY I e y 5L0vs±- %I I� s\ hlsfil r_1 3. I/1 VI A I/ I 1-, j c21 I � , (+ Din , pp ( ul'L-4J 51 bi ,E7 I/ I/I I ` � S / /' Co— 92C9R9 -D ..ae Srvc.. Stac. 77 =:oo — - 1___' -J )J (ir I 4--)��L i lc,:t.a_—r:L« k v'oraen. CO 50401 DRILL METNOO: GORING NO.LI OH 6C3 VieVri'D 4£`>s % -4' ( SnEI11TT SAM►LIND METNDQ -f, ' Y OR fr - DRIWNG START I /IN75 WATER LEVEL I THAL Ilia Ttia I I I Location Diagram O7f I I I DATE I DATE DATUM ELEVATION CASINO DEPTH I m �� :� � SURFACE CONDITIONS: WM [Zyl j WW --rii N6 RE W I C O N Du ii pn a O_ in0 u r _g V I I/1 I ,I ._ k. .r 1 k C o I/ ` i, I/ I/ I . IA I/ I/ / • ljet /1 - ) d ,'e," IN1 4q-,r 4 f ( ._,k vi,_ ()- } >� �^� �I�51 V II/ .' C>O ' 5( „ wa)tcc 5 I/I / l�Ln - & ti +h I (-1.-• 5 OW tikAi((M 1 5.71 I u V 1/ I r_1( 14,c),) Zr < 1 I i/ I/ % %I I/I O o I/ %1 /1 V I/ I/► Li / ' 9zG989 'e Core .IVC.. SIC c.. 27 =?00 / 1 `;.� )(c, i V 5D i ie L a4 valoen, CO 80401 l ORIL4ING METHOD: BORING NO. . (c cc 3` 4t-r-- K3Isk- 58-7 SHEET �yq • ` lb nel E ' ♦ SAMPLING METNOO( I�c .at�� / OF �./ ft..) Pz•8 'Pi-.3/ l 4D- DRILLING IMlZ T<Ei_ C.plC•v.,�nJ L..,.•� START I IIMS) f 14 WATER LCVEL ga,85 l y7. I y9,oS 179./ TIM yyC . TIME kb TIME �J L ; L{3(1 Ul[ DATE I" /q, I'u/i l a LIh/9/ (Ye f/fl T ` !DATE Location Diagram r.� .cwc t/DATUM ;$60.V$ ELEVATION 98(.2.lZ CASING DEPTH I I / (./ •/ /1 m � F I SURFACE CONDITION$; 3 c dC a : OZ i a6 Q fl al JC Z "t 1 26 WU c"a 2r Ii C OZ 0 O N YID D S� m� ro LI $ / / '_ �' i ��— ce / / (56,...,..dd I v) - If- {ate A A • -F -.,' 1 p? &C icu 0 / / // 1,//1 / I /1 /1 -- / / / / / / • / / / ]] c /1 Val- of JtMa f' L11 tI /stir 5/ ”-, S-1 I. V. �/ / I 7 � \ J / �� 1( b��I �trc� 5iw s �f �� ✓i • / / I f `�1� 2. A / Al / I/ I/ I O ' A I I S b S3 -c „ore Sivc.. _7 _-. .._ _ cc . uorcen, CO 80401 -300 �� -911 (� �C— / v�� • DRILLING METHOD: 6 BORING NO, (11-4C- 65 S ~7 (2-)`)4LL L I .? . Ek C_'\ SHEET i SAM/LING METHOD:. ('.arA?�-r w�: flu s 2 OF 3 DRILLING START I FINISH WATER LEVEL I I I TIME TIME TIME I I I• I Location Diagram DATE I I I DATE I GATE DATUM ELEVATION CASING DEPTH I I B ,6 FQ I SURFACE CONDITIONS: W _ ` AA. v• i N� Q W 1 J5 y y 6 (.< <F Cl is �, Wz C Z p L: WV :r J C °Z IAD o ° �• :2,,, u r c g / w cattail?, Sci,., ? 99 a. C4 bd 51 vvvSA J ,' Iasf 3 ' �`U 1 cz— ° I � -I • ■' _i_riA 5� `�- Y — kPk J jMo whit 'J I ..344-A0_IvJ-rs n , t/ on-f- w175 st tt 5A, 4 e(s4,. I • 30 Vin I bin i 44-104-LO 110 ' 1�r ? sl mss ) ,g�,) � i, � ) , O Ci Zi ■�■� DilL��' 1 rnsi' w ark IYn -v�'im us ' Ibl� — L�re � el �5 � rho Isf v /.m �I / I s v L1 F'fact (5 ► r ,' cDk )�. p 1/ i a • 1 / 1/ I -1� A r�Gll LC I l nx y c r ! �-C . �1 w jI— dh.° Qr v FF ✓� L l / 920359 511 Orchard Street Golden, CO 80401' # ti_. ' J 11 l✓ ' " 7"-)(i c-,-..t.„-&-u, 1 DRILLING METHOD: BORING NO. rrc 5l3Y+"— s S8- -1 SHEET 2 SAMPLING FETHOO: I Rye l4 n�1 0-v1/4: - •S or 3 V DRILLING START FINIS WATER LEVEL TOME TIMI TIME -.DATE • . DATE OAT: Location Diagram DATUM ELEVATION CASING DEPTH • SURFACE CONDITIONS: A au FQ !1 • Z 1 _t W =CF I' 2 F f L \ S i !a 'SO •• .AN O in 02 �O a R / Ili' 1• C. GI 3 / / C c y , .. I P� S/ ht 7Y 0 e m b,N f i ck-5� o //// / ti ...-7"Co . s( s l�-.1 v cj ?&CA �j Afl4 1 rn t-y / I / 2 -CR �Ly + bx l sl uc� �� Sl n25F j ✓G i / / S j l J / / / --- . / / @ k 0I/!'l a- l 'f v1/4-St" ha i c£ -0r 5 VII / / ),),.1.\,(-): 9D v 1 it) / sl rnY1' ) ,I,r n,k f [ y / / nI CSLI r GAY SI✓h 5 Ai I fir).�. red k- / / ic / / • a rPc9i C1_1;14170/ WIZ__ 77.51 YVP5f j OA -Dike _ gibri / / `P� A-311 _6Jn l ti o�c,( l th e , n10 dl lb kJ l-�'^1, / a ' / / / -i 'aa, I c-✓•-•O , - r i, y I,GL`a L cY ' trvyl ,�1 (terry, �ry, s Ln c� a 5 l+t Si r gl �ti�t l 9 lv—orh �Q 1 . / I �� °fl ��, ; t�� /f_•0 ' -,c hr ,c - 1 rf_4a Cote Siva.. 91cc 2' =300— 2-g7.1b— -- � , „ � I tz-s.. /�y� uotoen, CO 60401 M! 54.— BORING"NO. G.DRILLIN METHOD: C/ I L ' 6 ' a. D. NSA 6- - ` SHEET ,{�/J{3 N S'.y Y}y SAMPLWO METHOD: .wT i)n:I{ 'V•) I DRILLING Firetek1>m wL 'f•I'r�. CH...) �t•u�.1 Lc..a•1 START I FINIS. S Q'I WATER LEVEL I S9.Ye 1 43.ea 119.00 IY5.oi TIME TIME �Sj}-2 f TIME IO��S 1200 f "724/4 12 DATE DATE DATE f%3�,, I rl I /f>�4t I �i 3�1L / 5 Location Diagram 7•£ •cnc / //( DATUM `18fO.IB ELEVATION 4864.OY CASING DEPTH I I I I Jf Ii. i Ll �; SURFACE CONDITIONS: JIyJ �Z NW ¢ 'r yWj I aL C 2F H. ii g< fl ydd C •�V pU S.`. -CC OZ D O 0 / S. .• • N ec,\/ / 0 o — / s — e O / / / S� Vt� m Aft, of ��r� sl c l —dry s% .» / / I/ V / s / / ¶imi Miin. - 4- 1 / / • // V/ I 54,,,./c /( I,. II v,sl- V r 5 - e.), - s!., St „ / / O D Y I/ . U a _Surn�_� et in2r �ra�Jts/r n �iy c /Ms 7` S. 7 ././.7 / D a / G I/ / J I ;r -Jk 6/ n c ^c41/ c/4.,„ ,) H-5'4— V / V l 926989 'c Cote sIvc.. Sic:. 2: =AGO Gojoen. CO 60401 I BORING NO. DRILLING METHOD: 5 3- r-- SHEET SAMPLING METHOD: L/ DRILLING START FINS/ WATER LEVEL I I I I TIME TIME ♦, TIME I I I I DATE I I I I DATE DATE Location Diagram DATUM ELEVATION CASING DEPTH I I I I It 0 e I SURFACE CONDITIONS: rQ -:w -Z ' ¢' IJ 6< i' : Wa!Y' V OU SO -M O OZ O R / Za ill C /�� brn /tilt? me �irn Sts 0sl1y - 5/nr� ° I/ //1/ / iu / / 5/9 1 61°x. / br/1 ma —6rrt '4 117, S/5/`y 5/s v ,J -S/ra5•— 5 I// Oje 0f /re?* -/ ra)i n s/Iv - /n / / I I _ 5IM- /layl /1�rn -t4.4Alcr -4im 'it T/ 1(ay 5/1/5/, — c/r7 / / 30 ! . 1. / / I I tar,. / bin -Irih My-, firm', i,or's /`v / v, s/scliy-c/ry SIySP- 71 x / / � 0%i m1rn/ s4`.,111MGds�, v-/Ir> s /nsy-- O / / ('1i, l1-drnmj, lern r rot vc4 ✓ s/flrx s� . / / { C , s IIYIViUn J`4r.n1 11 .3.4/1 r 9rrv- 5 /11-.3 'f' U G so / I� .- �/ U Il-Cb !i.', .� �i O ^. f' .� M�/1/S'�"—S/irlf�- + U L , Y I / / 926953 c Sole 5/vc.. 5.c 21 =,0C; Goscen, CO 60401 IBORING No. DRILLING MErHoo: S/3- Fs— SHEET SAMPLING METHOD: 3 of y IDRILUP'C START I FINIS WATER LEVEL I I I I TIME TiMF • TIME I I L I DATE I I I I DATE DATI Location Diagram DATUM ELEVATION CASING DEPTH I I I I s i i I SURFACE CONDITIONS: W 00 2 \W .'H JW -Z ci.a. ;41 yI2E �6< -Wu I. JN C7 o_ D = N O p U n- _ / yb Clad/ iy/ vin�r , nsvlyrata. 0209 4112- u S/r 7`-s Q / /+ 0 / / / / Cl / �Ik�y_tilf v�., Q.�/ n du � .�v — s/�s7 / / / Cl77 � AL5757`, /1 -s — s ' — / / / / / s '5, if,//, /Ytry/s/c 4,, — 5 inc- .,:_- m s?` A / 0 Y TrS,/t me It.Ley" - 5/4^ , s c / . 7 / / / / ll / I/ I , +-Lit ml c,P,,f1 N /' � / �O I I 9Z0-983 c :,ole oIvc.. Sc 2: =too , Cohen, CO 80401 I BORING NO. DRILLING METMOO: V 57.3-r SHEET SAMPLING METMOO: L / OF q DRILLING START I FlN151 WATER LEVEL I I I I fME TIME +., TIME I I I DATE I I I I DATE DATE Location Diagram DATUM ELEVATION CASING DEPTH I I �= SURFACE CONDITIONS: Q LL _ Q _July41 O? .. N_4 Q y i at N _ YI1 LL WV ?,<a D a,'" no / _/,// '° ,1 n I �1 rah/ air .1177, if-.t IC�a, — I,LP-4- .-5a--, CC z / U /J V ii VI / sl I/ fir,. <77 it s/ /ITC lr .sz �wj / I / / I c/1,7,--) SAn / _D /I k II V I ( 7 r7/ / / Vicrrn S/S/'1/ /2-4a)adl , s"r - S/wi,5T II l / / I S R 14- r— D co /I / I t)7— cf- C_ 7S ( h' e..5!. - n i I N.�< Pi Apy i� i 6 V V I 1 „�1 E, Yr Sicc ! %;. B a ir IN,i z ,e l,A s LA i1"920999 T 74,6 Joie Slvc.. L-rcc 2. - (s0 I 2- 3 v-)t, -L15 L � ------21:6.--4,- Goroen. CO 6o; 5 BORING NO; DRILLING METHOD: l.. 1�• - .5.6-6",,,,, �s1 .5/3 —v Di t SHEET /, *5334.38-7 SAMPLING METHOD: `.IJ v,_,,,,t_ / OF c T� Q r \ DRIIUNG *62-f N1 wL 4-Ake ..777��crow. 3/•und Lwa.d START I FINISH 1 WATER LEVEL I I ) t/I yb.' I yl.4.5 I Ya.LB nME Wk el) TIME 1 I I /ov 1: $c DATE N II W DATE b ATE Location M Diagram ''r •4Pi` , I I //A/VA //1 DATUM y8L9.31, ELEVATION.YB 7/./y USING DEPTH /U / F1 t= I SURFACE CONDITIONS: !/ WW DZ I \J ISW z Ci ter / gN �S :jI � = Wt ' VC • i Y`1 b QU ^ i.`� 'VI' O D= NO O / E. U C p Z / O. c 3 Y 11 CI g ut r1 Cfrlyt.S/ C/y — C/ Jib-7— . J .. .///, d C - D ,.,.... . / ` 7/ / ,.k, /. • .A . 1� / .1 7Si- in .iii Ili 1/4::•:Y s Y if/-films r / / _ iii I// . / / X / / jn nL4/ O!, L'f- "h r SA, <LM{ .r..i/c A/7 - V-1 Al S / // I ✓ /I / �'s / / V m rsoz A< D S. V //:, I / / / S4/ 4 v 6.i v-C4 �. r, </ y i's c s/Ay s n l ,s'` el I/ // I/ / I /i I ! /! zb 924989 .:5 Cote 3rvc.. 5/c_ 27 =_'00 I Ooroen, CO 60'07 ft BORING NO. DRILLING METHOD: 5. 7 SHEET Of £ SAMPLING METHOD: L_. V DRILLING START I FINISH WATER LEVEL I I I TIME TIME • s TIME I I DATE I I I 1 DATE DATE Location Diagram I DATUM ELEVATION CASING DEPTH I I �= I SURFACE CONDITIONS: ttf WW 5. j "z 2 NW ¢ =W I -sr. C i� a ` a< DS ? U yDIC ` i zL wU I'I ?N O D2 o 2 n o p U _•s ~ g . / / 2 (4 enit.C/Siiv / I-- 6/ - ,s/•ns_7-- ma ? — /l O // IZ / /I / I s— / 0lc - (LIbin) 5/fi/17/ 'lac-r{ .5/T,, ,c/me v-sw0f v // / S/71g, 2e: rck) . /if)? fi0 -s/m5-7--- / / 3 Sig A'-- - / p _ (hie ≤A i? ,i&'C SA/ Aril, Illy S/SE✓ --i- w6 in- 7- D //// / // ' 7 S/ SST`-. ri Y J / f / <, :,-`/9— / / I t III a p / -e,,,, L..I hrli ��9ot � -firrm xi5I set, it, — s lM )Y I/ I/ I / I CC p r Vr %Jr `Ir z tc1,tL - s1 Irs? 920389 =c Core 5rvc.. 3;c 2: =.i(i0 i I UDl0Bn, CO B0G0I BORING ND. DRILLING METHOD: SHEET SAMPLING METHOD: 3 OF`' DRILuNG ISTART I FINISH WATER LEVEL I I I I TIME TIME •• TIME I I I I DATE I I I I DATE DATE Location Diagram DATUM ELEVATION CASING DEPTH I _ I I I s0 r SURFACE CONDITIONS:0.Cr OV, I. WW .H - lit., Z in ¢ .r Z.I- 1 JC. Yy � i � >>-1 < P. 2F • 6< S fl J' -w WW gg < 5u 'Ow /n JVJ< G Di O Z N O pP / c / J /// ( z A l elf- 1 SifrI S4- o-v. c*y Qr .., i ✓;rer f' lsf / / wf • 1a / / H{7 n I b/ Ld , `Si IM a- , '4, ,/v,n �(,, r t, s S ZJ 1 / _.r A"A' th:' 11 , Vbr eN s1 V c-7 ) 47 Girl - red I / x �fa,� , 3<� , Lem --1 �ml �� vr -ir mod 'Kitt 5-F / / D D 4 - // V I . / / W• / I ( (anq f 51 0-y I s I 5 &wl I MucA Plank-, �� / el Pw I t. \ I/7(/l ejl Al O)C rn' c V / illo k- I a, F .5,2_ ,, � 1 i f i / d • I/ 1/ ► ---1 I ( - �� /1i uO . ; ' L,71C,V •,aa�d l � � Io yI1h54-r � i it`s '"/^' 1 774E Cae 3Ivc.. 5:cc. 2: =300 vaaen. CO 604011 DR4uNG.METHOO: - BORING NO. SHEET SAMPLING METHOD: ("tieC DRILUNO .START I FINKF WATER LEVEL I I I 1 T+ME TIME 1., TIME I I I I DATE I I I I DATE DATE Location Diagram ` DATUM ELEVATION CASING DEPTH I D o I SURFACE CONDITIONS: W 'D ' i / 5a,,i _—F , -"id _ _Z yIJ cc , +' W I 2JL • E. - N Z 8-1: L > —J W- V C Z ' v<i 5u DU /' - D_ ND O / --p r V e / / 'Y'T c y 1� j /// is `/ V _ I 1 1/ kill k S (' Ia (7�_ I4- �Y✓i BvV 51 It. : I/I / Iron,. 1� v im;evk �frk ' U//j��C I 4I W7 S� at.� /� / _ Ur) ,.. V -5 1 �C f V P-1O.1 ' S( ✓n51-J p rot e,`- i ` Jin1 s HCi6,, 1 + bin - DIn I ,�* it S) 1 4, 1 On-S 1-j n / / f A c., r? 4 v\ t kr-f 4 -1-- -1-"kr 3 ent i c \ aro V 14) -7o rpin�t �.�u Grp / 41 mt� -vn5k rvPr� _ s �! J _ _ nine ° / WI P / • - /' // r -a ti IA is A/ 11 o1aw-1� '� 1 Lk 41 tsY ! nA . { I / ' /' ! „ - 920999 �.� c m c. Z are Srvc.. nlc : =300 `-� -- uoroen, CO 60<07 BORING NO. ." r,YNv- DRILLING METHOD: a nn fr'7 Y� SHEET / . - SAMPLING METHOD. .OF �J .. /DRILLNG START I FINISH WATER LEVEL I I I TIME TIME TIME I I I DATE I I I DATE DATE Location Diagram DATUM ELEVATION CASING DEPTH I I I I 14--• _ LL4: 7 r � -- I SURFACE CONDITIONS: �.I, ♦a JW t• + = NJ C W aL L� S .r h. Z WW O N Vrv� OVf�. ,A G oz 'c 0 I. • n r / aA, .: d In 6^� n c r �- .roe / I �� ,�� ' i Ya S i* Q ,r J 'i„,. . 44' y� �-r Y ? / K f M.o / ��: .n I �` � 7` �� p N L. / / I wl" Q $ 1-, .- r � �f. �• / A. �s �'�x\ ems. L GL } f� 1 I � � `� / ,1 _J.+ hr r\ c� -i ,, C I ' 9 ( ✓rt ..+- C,R r , / c,/ Si 14 -1 a V. ()'.y( sl s., Si. R 'n / i i s of 50 t._ ' L ars a-O - it , it A-.. -a-st 7 4-0 P55-I 1 L rA,� fey,, r nl_A t�9 A_ Z— pi K�i0 c - --i n in etc. 7� boss I �-o j ` ��SS I / / I' 1 stL 1� V iI c • o I/ �x I /I V d 1/ !/ ! --1 , . / ! A I Li 920389 -. 6 —ore Sivc.. 8)a:7., r. =300 - i L.' 011 (Lo VV12 ✓C ' eAr41VI-c-1 varcen. CO 60a0'I 1 I/` DRILLING METHOD: L L' ,+J �' BORING No. . , 4.c6 .1 , 3'�" Zn Ft-DA- Q - ID _ 1... .. SHEET 1.. ply ey f AID { '/ SAMPLING METHOO: (��V/L'4-7 &A.( C�71-� l , , 141 DRILLNG €43--el VJA4✓ 1GV4 4.4.^ . -L.... yraI.� lcv..11 'START I FINt5Fl � - WATER LEVEL �J` i-D! I.D trr l Dr 1II TIME TIME TIME I''. I�7 Mi i ./ I I Ia 3Dft'1l I :vor DATE III\lc ^I I II/24fi1 I1 n''/9l IYZMI2 DATE DATE Location Diagram ELEVATION wG —• DATUM HB(i ,37 yr,/ 3 CASING DEPTH I I I I 4I/ICki 1�(c11( s ji , I SURFACE CONDITIONS.C oD 1 �W ti - -"T • - N- C i� I -sr C <~ 7:11 WV I� N C t Gt Nu D / :< <• g,, 5sd ,- LfM ler� ` _ c 5L - Si i•1 I � - vt-q n e,i a 5a--0it # H hrh M r 3 I - also 1 4-"- Ni I °ra j A (Cal t R 7 , / 5"-- , / I/ -- f- " >T i, A / / Sri -e01E 4rn d! �L. 51 �s 4 ( —n— v� Rv�� / hC.ez17cQ ` a'1 ' -- . - HAQ m C;(1)A • t"Iri9Ir n. Var ,,.-.,.. - - < / YW fi c3" ka,-Pill iIl 1 IT r '`" 1 \ f P/ I I \ i -4 _ pht lm ,hl 7745 Joie Slvc.. 5c �. _3U0 I 7-'=57/ (o I 1&_, "› DC-- V o� n (/� Gotten. CO 50401 BORING NO. DRILLING METHOD: ' s� , I� Okfr 3Yq -Lb S �—F . 1 S/1 SHEET ��, Ft T , �E�� SAMPLING METHoo: Ceti'L4=t7� k- f�-> I °f 7 � T IDRILLING 3/'/w:tc �I I START I IIN?S) \\__wwVVll bt/L FclGc. Fro 9re+-� lss wl TIME TIME WATER LEVEL I Lf•,�D(� 2y.S 12 .or I23 03 T /'E M,E / 4 Se)--l( ., TIME I(F°.S I I I 1' 3Vl _ 1G; ✓L/ `t II I"�n/i, I I/i,/,, DATE DATE —� Location Diagram '10� e4Pv[ DATE lit )��/�� /j(./91 1 � (' -�'� ELEVATION V8 .₹l CASING DEPTH I I u((gig i r� IJI- I SURFACE CONDITIONS: 1 1� %.- to f 1. C OU' i W C ., -Ez 64 SF _ a ..F. 2 _J a.is, NL• b WV I+ JN O OZ D Z w z„ a O :w C v y(ass ,) So-- �� i- iA / 5 rC11(n-VIN/A Dr% 1 4 gA5 .1- —� { w� C- q( t 1 N.44:' -i/ kkenrrl I1- \nth oli S� vV, l y a ✓ / cif 0e 1 / I/// 1. C�ix.,L, i nth cyvl ) — v kit\ j) •5 ,5,t / / i4 • C'l"itm" tme 5\ M6 k Puy\ ' 5 i C 5' •u4 R1y; / I I / Gt«A 5 ir / / r. CI / (R. rit1 5i f`f Si + an o`C/4 Sl G41 c / I s � � 1.- /i r• s F1 /�'r t� J / j / / I I - S 920989 . I I / 1 /' j 12D'' I 746 Cole S1vc.. Sicc 2' =300. - _..... I 7-'3"1 I w I 40, , Go/aen, CO 50401 BORING NO DRILLING METHOD: Si -- fi, .SHEET SAMPLING METHOD: -1_ DF L1/ DRIWNG ISTART I FINISH WATER LEVEL I I I I TIME TIME y.. TIME I I I I fie DATE I I I I DATE DATE Location Diagram '.J1TUM. ELEVATION CASING.DEPTH I I I i 1.i SURFACE CONDITIONS:Zcr ,~ 1T o L r < •1 N Du a ,. °- �o^ 4.. F e qh ! cry Sl[AM 40%.w.Uh 6-CA PI. : • It Alt / \ A ' . / // 'airjj I/ . F. t I 3p f g uil� iin , 0')( , St I ( Oa `24- I Q ( Vh } r� It\ 4) � 1� I ►4 On I J S l t-e, e)Ti �,A I � 1 nn ( 51 6,1 '5 \'1 o-t 4 lei,non I`I � r��I�,�� . , -. /I I BP4.'nr- fi / : I I/ I/I !C(,it � y � a -� . 9 2. 89 H7 I /1 i I I ‘ 'c ;ele 5lvc.. Sic 2, =300 rGoloen. CO 60407 I• DRILLING METHOD:. BORING,NO. Se-f SHEET SAMPLING METHOD: 3 OF L///DRILLING START FINISH WATER LEVEL I I I I TIME TIME e, TIME I I I DATE I I I I DATE DATE Location Diagram I I DATUM ELEVATION CASING DEPTH I I s � SURFACE CONDITIONS: W)u to 7 tI at G r :W I -4r.¢ LF L< II? Si J —a WW ZI¢ < 5b U Et Jb O D= O - . . OZ in S. D G U , e C II •z.. g / ti0 C .A I fmo! , 5\ V' S ' rf ` V.. v \.- (-rA 'ey 1 onc.lk' t s I r ¢ ,; , 1, - , - ( = M 'pa", ci wit ��\ (Ti ) 111f- b /n at �i / —`5a,,,,EL0,1Arlf S I 11-v) r.I Cl"" - ,l / / > UAL. n ( py ' I \A t -E Iv-4-+icv\ k ?Ia 5.4 t— / / `Fkaf d. nl�cw �, PTVh� l �u) i«t4 aye t • �vr1 lo' n I if—nevi • rely�•; 1Im �IY C.l �, �X `>) 5\\ \r—le c — :lt '' 5 1 `' I'' % ) o / GIoA� >QCk Imo ) ., t pryD PC, D 0 r � U ✓Y I/I / I tC'to , r ( iciA\5 iktrn, ISI AY, i el-trr_ /I R/i ;74c ;;ole oIVC.. Sicc. 2: =:oQ ' Goioen, CO 60401 I B RING No. ' - DRILLING METHOD: RI / SHEET SAMPLING METHOD: 'f DRILLING 3. " � START FINISH F WATER LEVEL ILf .� ''1 I I TIME TIME .i, TIME 'WI II I I l , DATE It lel I I I DATE DATE Location Diagram ! DATUM ELEVATION CASING DEPTH = ISURFACE CONDITIONS: ju a —2 u ¢ _W"ft I "'F- P- d _3 ' _N >. -, Is. pa 2Li Et-�� •i5ur, GV /n OZ NO D I.. V 2 / / CO _ \ �( i1 � � `\rte ` v1,71-c_ D J r C� U A t y c9 c i f, ft 5-- I -(111, ` � fi 1 ' i Y / --trial,LiWe ✓ — b} }c. , nt0i —1w54I LrM, I/ I/ I/ / I s "�a , ,f , if � f� � � fu � s m , J r. / / / I et >"k- 1\ 1 „ 1'V o 7u o' 5YnW FeMAJ CI. w5\N. i v\r/k Ci I b ek 5 b iDA / T L / / • K //Ve 7.1 /I ,/I D a / / {II I y / / 1 /j /! 7 920949 ;7-c -;ie .Div(..-.. .-.:C _.;„, _ L.. ..�. . - Acc..._,o6,-S - uorcen, CO 80407 DRILLING METHOD: H- CPAP -SS BORING NO. • ttn\c>- Pa Z t- 'al -"Lobo + 'u /' 3 'At ' 212 p� / SHEET CO „tie . Q P "� �� I , < c/ SAMPLING METHOD: r t 1 �, u 0✓C,S DRILLING START I FINISH r-.\``-- WF. Eck... C.-..... G......-O .L.,..._/ TIME TIME -) NI ..4. WATER LEVEL I3B.45 135.L- 138.`b 138.31' - -.p �. r�� • TIME I � I I I 9' �j.✓ . .3 DATE I I/L3bil I Iyavgi I lahvRI I I/23/42 DATE DATE Location Diagram 'The ` gab/11Y DATUM I/$25.Z 8t?.1 ELEVATION M �.�Y CASING DEPTH I - I I I i i�iro�q/ ',. - I SURFACE CONDITIONS: in E to :S -•- ...I'd y r -Z = n- Q 'W I fJCL d . Z N 2 ›. d • V C Z Ind Eb OU •:,/ �N O O R. O LI / `r C 1004 / U - LT -Ms-) rtA�c 5Af•-pL7 �' Q / . tpie//: L zI / 5- LT 132.0 ''' ,),-36-- 50O — 7)4?` - 1 J l>._,/ i 4 377 <- C i. / / / / / ✓ / / 5 �- ,� ��Fi.� �T2 sL nec M� -re� / 5.1>"/ (---L AV LT- fl+ 1i3:=*.") s ++a3 - 4L.-1- ASS / / T>.t-741) } / / O O <._( 4 / V �U / )S .7914 - 5 r T D ne-ip &MO // 1.�U1'i� D 4'2MC 7M 12C2' (/GPA.JEL� ) 5:04 CL-^#412-IX, ° / 6--e-) Lt--i11t9 - [.ic---25 Vgr"l - SLR rr1 cis 7--- 'c / / / / :1 / I/ !N ` _ <a • 3-InI2 6L5.fl-&C/<k! 4mmc g.Ort_ _ ----- .__ .._.....-.. . _ vorcen, CO 60401 I I // eoING) NO. O RILkING METHOO �,aC3 I Q / 7!— SHEET J/ SAMPLING METHOD: �� C,( 6 L,( S OF (/ • DRILLING START I FINISH WATER LEVEL I I I I TIME TIME • TIME I I I I DATE I I I DATE DATE Location Diagram I DATUM ELEVATION CASING DEPTH • :e I SURFACE CONDITIONS: r J W ' O_= = d ¢ .'. IWII 1 �1 E. 6„ a v, ys !>C Lr VC < • 5 wV • i. JH O Dz I"tt Z v1 O •a p U / _• C Y/ / / - LT- re:) Ari ilae-) 61T- 50r ft- - .5LY /no/ 5r- J *.-r7 RZ-g- FF24C c - o / / / / I 11420 -al ILI - 301 d-7-Y 11120 i,7- 7 - 4nsn / / -47e-LL- Ctrl F�L75-are VA-V t,Q S!, (H-iii9S ,flo2-i-" 35 / / / / t-r,' e'l -r-:n Irk) 2 str/ , D /-tea GL4/ - ,s tr ftWif �/ c0L L_n ,ti,�F- tthW?v! - / / / / W->I NAB i7 i t-o-i ,cG ' � 'y" to.�c zc�� nr eD, cl / / R%�(LT � sttlBey -/ s ue / / o 2/9-1-5 7-c r 21-V r ti ) 6,00,2_44...) anti, , t T,47,s `7 7,12,0 e, ca2x Chi� c� �. Jere M.s� - // // / I a / / 0 / / I • , / / • tj r 'twine() CtY — /094-35v va<� / / / I s�S .>t%� J. SLMS'r o IS / / c / / / / I IA / y /! 9,26389 _ uolaen, CO 60407 i L DRILLING MFTNOO: 7 B�O)RING NO. SHEET SAMPLING METHOD'. /�Vl1 .+i Al /C��(-/-- 3 OFri � DRILL START I FINIS} WATER LEVEL I I I I TIME TIME TIME I I I I DATE I I I DATE DATE Location Diagram I DATUM ELEVATION CASING DEPTH �i I SURFACE CONDITIONS: C _ I _ Q la -Oa a _OZ .in-S ¢ t I !tL Ln I N 2 fl Wr 8c C < :S wt.) /e _aN CJ D2 �O O h ow o o - / ti C 2,/ / / // / / / I - / 1/ // / I, SIX�IS .--11 y, Oz nr / s1 LT Cr��/ 5rlt?L ��'", SUMS;- ct�-I,p rvtl?-is� I/ H1 ^ — // / itsAwt PL-c= ra-c e Li 6-0---y yam —rte / / I/7 it L Cr Izc--/ se/COO - A-r,,-.. F--:ems c._.. .A A—cc) 1 ti� � 4-Ain ?t x 2 E- 7 l '/// 119141& E_I.) r o l P A.-it-O c,C) - / / I 4-0/ 2_(---- 'r¢-) T1 (s/= m --- - T ..� 4 S ti //I / ` , Ah4'x ? Y"! 1 AN? ✓-+t/ C %-_;5 - 1/Q o 3.4,6,.‘2_{, -r-^ —im' I tr,4-(r 9 / 7-0 H;c - /2y S /c-rl/ w.'y-.-�-7d / / W / / ‘ / /.y,7')`- Ql)C.1 A • -Gt l I/ / I 5 fi . 7. /' 341589 ...t ;746 Lore s vc. Sac. r..;00 - - - - - I ao O. uorcen, CO 80401 I DRILLING METHOD ., /� l COHEE/ET SAMPLING METHOD: /loamJ(B( L^ c / Of y DRILLING START I FINIS- WATER LEVEL I i / rz% I I I TIME TIME • TIME II:Le<c„tl DATE I N I/h/r/ I I I DATE DATE Location Diagram CASING DEPTH h 1551)% I DATUM ELEVATION F. -o I SURFACE CONDITIONS: It _ W / O_T. N W G W I -.I' L Y W t j -z W- ‘9,. c c S ou Sr �Ilm O OZ O O N r= O a p " D GO 2N- - 64 c--,1 4,&D O / 60/413:7.-5 10 .7 ,s �t,1'11( 1 �}-1` ^ - 11 1:://,ti /or / L9 T1 C Y,kJ� / / cglbW - 4,00 - M ,i / //(i7; “ /?t 2 (r21 - (rLc 14Y P1, --I V. !-+'2i..) 2-uLE PL{L L -N(P -I= - - 4 LA---c-, ]i J L< . 6d2I3DGO 7a PC/DICE-I /jam - 5 N>" (Lam/ / / ---k? 7n 6,2r-'/ r'r_A-*f (plitim / ( z/c 1‘42r,1a--/ Jiro_— l s - 6.4:` / Tilde- 3/ u ill �ie lenl,Y7"\, I I-. fr., ti -)"/ f�.�Y.5 / <— . r r,x ' r? 7r) <_ L-001 1( / rXiS // (Tiff_ '! lam?"7 1 / V ?i� r> (Turf 17=7'1 �� // / // / c D Y / / a, V / I R.. tz ill /C p# a / / 1/ V 1 ',1".,.:. I /I 1 / 1 • .AN- • —/ r.«... Gorden, CD 80401 I IDRILLING eoArN6 NO. IF Dal.t If l S C P,''•E-. 5.1`- / Si. 3%v'sD -,_} 1.04.0 SKEET T G,�� SAMnrPC METHOD: t'{.vn ,./1 V C w/�,/' / OF A ORIWNG + - 7.1._:_,„ • W L 3 Aai.. co.." reu..J 1.........4START I fII1lSt P2.1'1 MW'•2 WATER LEVEL TIME TIME 4. 1 .15.9 tt•9 17J 9S IZS•1S /3;zS • TIME I I I I .9 DATE 1127)91 111/3IA1 I r' HA/ I II�IAz DATE DATE Location Diagram -rap •CPvc '/// 6 `� C:- DATUM '/g70•], ELEVATION S/672.S9 CASING DEPTH I I I - I fib/ /4( I Y r. -j I SURFACE CONDITIONS: OO `W I y)W VC : - int cc dW ' J. tL1 C< ?= 8< W NC =.ai uIU i.. =iv, Q at a o f ° _ ° _ u .. c 2 - - C0L441(l iti A.zz P- iht _ - . -cre7b - / T L-/ t.L- O / //1/ 1 / / ).1-t V L . / -i �l' '.�/:.�'ii-..! rte_ / �.._.r :I: S, -'3L) — fir ,  b SH Clad' I1ro'La 6o r 1d11SII I i 4 I4 e. .el al (n. / j e� rv1 4-n c7.1I mS)F 3,4\i-tr./al �rukn f0 0 i. r f L AL' �' / / 37 ✓U-Wtl II W \a-id l 1 r ,.� ILK h3 (it— _1 4-n c mg # 1- hen 1t1g 1 t N., S1'a-i-1.-,In nl earl?0ri `,4''.,. .n . hi 92u9S9 . — __ 1746 Cole Blvd., Bldg. 21 #300 - I 2-',-11 Lr, `14S DL kcc o- c ' t,wlq Golden, CO 80401 n BORING NO. 7- DRILLiNG METHOD_ y�� ifs 4 oD 7'/C SG- 17------ SHEET SAMPLING METHOD: c COI,'-r ISO VO V S Z OFL . DRILLING START FINISH S n r C.� 1 • TIME TIME r t: WATER LEVEL V 'J "V TIME _ Z�s DATEIIIuj'CT)13:5;�9/ DATE GATEC Location Diagram `rS DATUM ELEVATION CASING DEPTH �Z,l 11V0'5, �_ C' SURFACE CONDITIONS 1111SSS�777 Q ...;5 w OD i / I`/ w ^ _ii Z via Q Fw of . -- ZE 4::2 6e 7 az O,: Dz ..C +n b a� /. ''^ O m OZ '"u c I` CD qOt° / `� _ Ll fC �ti rrlrn 1J✓on s�-.4..m h,. .., ay- 1-O / / S I rv1�-� I C / / cc- , • O / �.y,(G 1 G'( / /// 'V Gay ,hi Iry q'Y 1idrLi }vsl na5k 4s •L`II irc� 5Th%il _ Mrr{ remeti i 46-'11' Day V —_ 'St 4 a I�krdn( di � lr, Slms4 / / ci �1 III ,.y 11S1I+Ii ms+ t cai beet a-Is 50 14 /i / tt /1 / - - — ...- CMS. /s / 0 i Ct 1(61 I n44- 1 Iron SEA; A ; n i .////7 l �/ • / / titY 51 / iv I T?xi r n .1 en) lad, t r / / O Oi- SI V Y / / P` / / / N / \-`„V / a ./ / / / // / • / P C:3 mU. C'_.Lrvf L'S.:ncv 1746 Cole Blvd., Bldg. 21 #300 1 2-?-f1(. F UtDC k«n e tLwr� Golden. CO 80401 I-- —y,0 Iti " 4s A -- BORING NO. DRILL If:G METIIOD: y 41 _ _ _ . cn 71/7.. ' Y3---IS to SHEET '. �y L 114 yWl• 1 ^ /^ Pt SAMPLING METHOD: 5 �.A IR}-/✓I IJOI.L S I OF 9, -fro? / 21 DRILLING _ 0 I.__ _ n Ill }Ab (.. r�wJ /wr START FINISH = oQ 1:- \N. WATER LEVEL Mont 44.i y/•� 40.o TIME TIME C ) TIME fp y5 3 ° nh. I DATE A kJ/at 1'a �, ,L/.t/9, i%U/1t DATE I a DATE t Location Diagram T• 44 Pit DATUM Y97Y.98 ELEVATION 4924•V‘ CASING DEPTH L$ I 2 Ni'R' /}1/9/ ._ �' C SURFACE CONDITIONS: S� H -r. E to = / �w _� r Zd 30 i Z . N6 ¢ .2 it-it Ji , .z F _ r7.171 S? > -o 1- 9,1 Z 4 Vi `� OR) /"•'. it,,, O N Oz 0 / c 0 . g. / /1 StaS fh�ou.n fv a f sittIki'I1 Msl- J J / H D / / 1 52,4-f52,4-fAi �� ., ha tui � v i s nit cs IX / 5 / • / • I to noqr Al / 5° ru.n 1v \ e,1 mafs� 1 7 s Alb- 1 L-Anct, brown e t� „ u sl I NAI h,{ I,� ( ,e m to -rj / �1 M-d I �./ �- v S I ��l.� 1�P/1 S�- Anil / S M 1 I 2tTGQ ? J . S1 )� 1 1 1 L ✓Pwr� Sl mot 54- 1 v�e tetc....0 / // �L 'O 25- x �"k 5f Sa" I \J . Si 1 hro-k.n f SI n1oi b H d 40 S' U / ac / Ond-nc S D rn� 1 r --i ¶* n i Al. S / / 3D l r. c �o . S I L r v vale I inn o 5 !-0 t��t n sl V.- 'fn , Iny-awn -to (4-Li "c�nd J J-o cq Mcr U Gnk 4nJ1 tut f � W / - ❑ 4 VA / C(n hco & n -o 0)vLtr S-i• ArJ� -1-0 �IMSE / f i✓ , "-z\-c, i-ni h9 l "Di 920989 1746 Cole Blvd., Bldg, 21 #300 _ - 3-7 I L. S17 C ` yy_/l GSb Vr 9' Golden. CO 80401 BORING NO. DRILLING METHOD: 4 s4 p ------_---_._ SHEET ti SAMPLING METHOD: C' Cny, I-1 on LkkN(1$— Z OF 2- ` DRILLING ((�� START FINISH VV �.1C) WATER LEVEL TIME TIME cc TIME V C DATE DATE DATE Location Diagram '7 DATUM ELEVATION CASING DEPTH z O' SURFACE CONDITIONS: 5101,0 C Y- 2 0o i=/ • Iw C H r !IL,') ? N- ¢ W J 5��,(7� U z ` C-L ?E _< J -C lit" �' DAY H :s DU is �N a m OZ 3 / / 52-14 . J C / / a frill--Al V I / ' / • / sb i . I 5A-a i he,r; ,�°'� p a c�-�t(Ls 1 Styni' e �� / r---,ury ca,tCam. 1i - JJ / / I (4/r ��'� / 5'h/ rf1R 1 I fova_ 5f-0-;-vim v�q i S 7 I v rL� Zov�c_ /� / 1 • (ov p // m �g i \m. r &,Jo 14 awl 7 1 0 kite — Iv 15k Sot--}of , o / / J Y / / ('�� ~ / / W / / F O / Y a % / / / / / -c Cole Slvc.. Sic,. 2C =300 ,. _J I i 1, AJ ` s.A _, '4`✓�r _v; t 1 Sateen, CO 60401 '1 `I I{ BORING NO. I DRILLING METHOD: Z`J/_LPL' I `SA '�T tn CME-5S 172 $P- I9 Ll.) A 1 o l'' /�,, f c I OF 2_ tl `,� vMPUNc METHOD: (�-n k-'l11 DA& 1 1°l a.'P DRILLING N I 31/CI''Y)I S W I- 4..K... .. 't_...,� START I FINS; •'1 IS TIME TIME ',L) tl(\/Ip WATER LEVEL I Ilry If y. / I 34•`( f 35. 3 yM^. .>—__ TIME J I I I C n�n I 'I ll �� II II li f DATE DATT R DATE I /27/1j I /co/11 I /na/yl I YE,/11 Location Diagram ''F '`"" I I Itl� J DATUM 718 q P,b 2 ELEVATION''1 109.2. CASING DEPTH I I/[ak SURFACE CONDITIONS: Sl 0tI / J W O Z D f o IS- _W I J L J Z N =V oV if a O ?012 O I o / c V _ �!A ✓.4 Liirv1 \ J c1 1 V Sl 1GI k H1 /\enA n �Cd' ) ' �I / I _ SI ImblSk a / / 5M . crftC- A / (i*- ktv,..r.) . I ;11 q kJ--i r Crlu&141 / 5m mp�sl , s�• r II / 19 /4 / -15a}A / / Sft'1 ndY\1- X / 131Ad Li- tlra Lun 1 . t'p q 51 /1^b_t � / 1 + / / to I d S1 5' 14-i I P- 6/e (Ain e w--e 1 7 / / I l fc�. I+ b�owh •6,1LU.IPL1 , l�--Can-CES s, y_ 1•-- „b!o )n +-n Ilvv-, n t µ5+ JJ I 119 L4 0\101 \ SkArva.lA 4 si /4- P VA AI / ' ( U - / 1.' �..- / '` 4' s) YN S t._, so- N- 1 T9 Q l r %-). 0 i.,,,n Y - 1 1'/Err, 1_>^_ f 6' co-Ni- Vi I / I I ry�� - 1 I. / I ',C1 - 1 A r .. 0 A � Glatt gownr ,rrn t c11 � 5irrms / ( IN' SpaI..: n . r•-Pi . ! �t IC �J�Fv� �e -1 Yl rl r II l hill <,o,..._/2 Lc S all-I 3% S - '.fb / 14- 1J/in 7 / I/ I -6l' I d r NY 4--Oo S -I Wts 1 u 121 I 1 I. I /I I '4°11'4°11Ia. Joie vc.. n;c =: = c5 — , I vorce BORING NO.J COO 6P�01 I °R$LLING METHOO: 1-E 5 A m", ca.-) 5 SHEET '-I L or Z '@ SAMPLING METHOD: S I CW\ 1-I k OM S DRILLING S START I Pint if,.---.C LEVEL br TUf I I I TIME TIP,,� Q �� TIME 1j‘. j O/I•i Cr--- • DATE II'IZ.I/lit I I DATE I DC t- c- Location Diagram c�INCDEPTH I4l`o` tEc J I I f DATUM ELEVATION , 17, I SURFACE CONDITIONS: V e 1 -` - + F _ e.t.a r_ YI6 ¢ � W I < 6 'It _ V1 iE 'Ti< > WW bl. 2 < z _-.t.) 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I I TIME TIME �1 .42411 �I2 /� Z.00/n )O O°"' TIME I'1 j/I-VQr4 I _ • DATE I&Dip/Ifl h7•11 I DATE A.: Location Diagram CASING DEPTH 11 I I II/zi yl 11 z - DATUM ELEVATION - I SURFACE CONDITIONS: ht½i: D= S N—NS2F�, en D l.�r =N D __ a L r I D • / n - / ' LSD n 2c. r.1 _ u-1 .L,- c(t AL ) / / 2c- -Z9 ' P -4�.. ;. z9 - /e5-1 Cli.-o ,� __5, Lei s e"----e /I / / / / / / / / / . / / / / I ' /I / O D r / / I • / / / / I 0 /O O / // / / ! H Industrial Compliance Inc. ;Gb r•0 ! C Er f -.- • 2-37/6 W S b C c,,,l, I J Co. 17»a Cole Blvd.. Bloc. 27 300 � � � - /� C0/� ^- / OCRIN:G NG. UCI�e/�, CO 6l.'��l • )•e/ DRILLING METHOD:_C ti. - 5 JS -2 S B--2/ ^` SHEET Y11", I f I t OF 3 �' ��/ 1t $AM PLING METHOD- U i•‘w. 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Golden, CO 80401 L J `�- I DRILLING METHOD: _ (� r CR-24 SHEET SAMPLING METHOD: A a 2 OF 3 ( DRILLING START I FINIS WATER LEVEL I I TIME I TI•G: S` \\<' TIME -I I I ( Z -0, DATE I I I I DATE it GA_ Location Diagram DATUM ELEVATION CASING DEPTH I I - II_ZZ q. `ij rQ C -F - ( SURFACE CONDITIONS: 5 '*4- m OO 5,m ,_ ru C ‘01,:s o co O Z V a� / Evb a V /` Da o C) In 0,�, O xe p'^ a, _ / / I 2O —23•8 ' l $c roe I,y ve' y yt.'r+ I / LI- Io0fo 1�1 —�pL I ; L t�• LN( l c& V.c. 5 �,_ G I/ /G I Se -la - I:)IN-F 10,,,,n I C� St/ I * n L/ Gl� ��t( — ?' 2,3.g'— 3o.il ' Corey tic-p one_ 'Per0fork ♦cl._, • /I ' 0040,4 ,-1( vent/N-12 ?ocVCr75 ./ ,--L- :I-e Call/ // treks ( 1Yps-e-^) - re I:c 4" on- Palco ,,.r. i.e,.re kenyoril• / (( 11-0Proala.,)1J tired, Ile dr.(� -wr. a— ., r ) e /, f7 U U „N.•Li tie - c -';c Lt ZnnC Qfw LIPS ,... 1.-•,... 1.-• h Z-vile i. •Iti C. .( CA c001‘);_? r �_> ♦nv^ _ hj / Incf;I. ...1-- � plu^eS act ( ;•••• c( !'e eK 70,,4 wrs ketecet el. y; ,nr hero.-^t % •irk-4-it,L, i 104' il .�� Moskznd M4-y 1,44t. �. d Orr - L., ,,, droI/41. 65 AO �S — — 2�S� / I � k ul VrD�4orz_ S "'c AZ.-�rt t�`� ��PZ5 'b�s /: I ,o. 1 '- 33.81 \Ier.� he. . irev/ CIAyS4JnL / / I �l r I c C0M I (rule ≤ , ti^ 'Aor / 3D fi --r II if-4, r � ,,.��S�. .+ -k- Ft o K [dc.T^ fvet S �ne ' T SI•11 ON 1• �-e I )T Vfey ci,pete_.- foX �� S Lo 33' .b5S . / / ICL (- f� > t33,B1 - 35.n Soti-(r ye� do, is)u^ e- e ° Cpl `io ,14{ .- _ 3x.5 w..o I S` V - r >c z-z w.a _ / / \ W/ �.a� [. . r Y�JS.,�", Loy ^ \ e �- �/ 9 ' f-e...l I ,e v t r lop ckr zone qn // c�X <J �l/cz ul f ` l:L)[ rf 01r „mac 1,•r./c 4 S A .-nI r/ 67 3g y0 a 0 a / / /) 10 4,5 .Lir Lair Lx a .---; Z 6,c___ . G (5 ifa o /1 _ 375 , / <<0( • /: / g4oT 9 92- 89 I I Industrial Compliance Inc._ — G Jou. No ' cL1r"I ,��- 1746 Cole Blvd.. Bloc. 2: a300 I 2- 3-7/Lo I t,-)5D c cwt Goloen, CO 50401 Cl i� S 5 BORING NO. O KILLING METHOD: l_5 Itv 3I/y ' )-I5A Se.-ZI l SHEET r."` SAMPLING METHOD: SA- 3 G cz DRILLING START I FINIS I TIME TIM WATER LEVEL rV tiD ' o° I ,)� S TIME 5' Tj(/ j ii 7 DATE lit,ZZ-',1 1 I DATE I DAT Location Diagram I I DATUM ELEVATION CASING DEPTH I II_ZZ 41!/12,— P.- u c ' SURFACE CONDITIONS: C JW 00 Imo/ SW ¢ TW _1E l +T L, 1"VI _ C . Ti WW Di C Nk / OV : b< c JD OZ ND / /. 0 N ) / �D I 10 — [l;.r C l n /4tinc locvlivcx /c y ./ r. C. rr 1-CA r.O4. ac%y T"r1.--"-- I J{fr� c .LS O Jw�f�{I I-I✓.�^ '- 4Zr `"'"' .... n. r r ei! — -- 4t,f yew- 7�.GIIrd �,.< ,s. 5 . 4-C CLy / I / I / /. H5 A / O to 1� 0 — --- �7 —-IL 1-I1.5? - 4%5 CMcIoCt se. . , .,;. 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DRILLING iAdoll J3. \..IL 4•k�., Cr"- 6rs -J 1a"[s1 START FINISH WATER LEVEL 30.3 .t 9.99 TIME TIME / A TIME �'�S �Y.oe DATE "/LL,9i �t�/�/1, "2]/9i DATE DATE Location Drag am "P " "" �i es� '% DATUM 99 o},qq ELEVATION y?o9. (,; CASING DEPTH / LT�1 C SURFACE CONDITIONS: p LL G F5 JW =0. v OZ t fl ¢ 'r FW J.-o -LL o< ,Sx=<s..e /7. .rid . ' s lc>u_. . yore c 0_ �0 Keit �,� / -E-�< 6 - ` r s4Ne 6 ; - 1,. s At. s;4,/ /,&,.cP , ,.5i / / P �' / �] M Ca..+/' S / _, ii SitN/J, 6.a�-,, ✓.r— � s//. s, �/�> �iosyi „FA % nio sf / / I - -- - / / / / / / ak ° 10 / w s/�¢�- J/Q A G,, 1r - F s/�! .r i -A-, . . / / ti! Si, rail. idic / / Siva `. f // / i o x• k ', !emu ,y / V V` / C�] r4 & k CA7, Aral <./4, - j ro/ - J Si; / .s-Al /hr 7L I �� iy� Is CL4V �L,- , 1 �� .4S� :r n... ....14/1-7Jc A " / 5y/sie-- �...4.4 v-,c ) si/. r.a. 1W a D / / / / / 511 Orchard Street Golden, CO 80401 Z - 3-7 /G CAS / lAte/41 ilri eING�1.- BOO.) DRILLING METHOD: Sid ' ZZ �e /1 SHEET SAMPLING METHOD. 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TIME V DATE IIkW,/ 'I/LL/91 IL/,?/11 '/tl DATE DATE Location Diagram lb,.ctvc /'t '�iS�il DATUM yQq.l.}B ELEVATION 489(..9} CASING DEPTH l /tw91 . ¢ .,o rQ a - SSI RFACE CONDITIONS: J - I= ≤ / Q Ile., 01 ≤ as _ c) •• w" O,n¢ 0 c OU .- -m O t0 OZ �J el 5 . / D C 122 Q • / {-r5r.:.... c....-Jr 3r2 Dr3 . c. ....r.j - V / — / / s / / _ / / VG G �_ 5 5t, ,_ .-l: / Jr7 SJ �h.v4 .4,-,-......, / / — / // // / / /0 , / / • 5/3A / f Er.- s..-,)y i71 4/0‘./.• `.4 r,.,54 FE-r..,(...r.. ....P.- rip.. S4.r.-:7 ' I V.r II:c./ {r.tit..., al • / • '/ 3 �s f4.�- M / / / // / / /� 9.0389 Inausmal compliance Inc. `JOG NO I CLIENT LOCATION i 511 Orchard Street Golden, CO 80401 — BORING No. DRILLING METHOD: ` Pz-2 SHEET SAMPLING METHOD: 2. OF • • DRILLING START FINISH WATER LEVEL TIME TIME TIME - ' DATE I DATE DATE Location Diagram ri DATUM ELEVATION CASING DEPTH I /LL El LL .o / rQ O♦ SURFACE CONDITIONS: JW OZ <z/ oil Q 'I- FyWj -Ia. F E ` ,�a gi > w4 Og N DU i.`. cm D2 �0 / _ �° f Li 9'r z,. bo , r S,'//i r6 Fr..l-._J - C.,..}..r., / / G,'li. w. /•i 5 y� ,., . .././[ c: c e r Sr... r.j.... . . S Rr.•. ( 1n.aic4 / 1// 2 / / VcrF,',.l F - - -, et_) ^ / / / / SaA / H _ - ' /• Jo -� 6r.7 re-. C17 S/...:. 4 Fr„1-,.-...J ,- / 1 c / �/ L.i...�.- c..l �rr....+ /tvaf I.. rl a Z 6,.i V l., (/.r.. _) Vc.4.:...7 Fr.c f...... IS/ i- / / / alilJty (I - s " Fre okra.. Fats) w:/'c S le....�/ca/c V ,r., 7lr, ;pwcr 5. JSctiJ) r,t, / SF 920989 incusrnaa Gompuance Inc. JOG NO CLIENT LOC<;ION 511 Orchard Street Golden, CO 80401 - — BORING NO. DRILLING METHOD; ,.r SHEET SAMPLING METHOD: 3 OF 3 DRILLING START FINISH WATER LEVEL TIME TIME TIME DATE I DATE DATE Location Diagram I DATUM ELEVATION CASING DEPTH E LL ,o rQ G+ SURFACE CONDITIONS: EF / y' 1E-1 .7. 4 Q � N o QU t --IN tD\ OZ O &rt. 4. Re-., rl<7 c . SI n»1t+ 7. / / / j..u. I/ / '''' I..\ 1 it 5G...)Ac"l• au);1.1 ilaJ.I Liz Lit• p r)�rc.--• / � ��t,. Lacy e d- Gral I. l{ rr.7 c 17, vA•Vef sent. ''�`� lr.,scj of Sronr/<..c 14,•••0 r,.a....err) / DA rlr„f y. LL<.L CIll.:ir. to AI ?,,.,...4 ) $I•..:4# 4 n•, rJ / / . ' / _j1 5,71 L/,�)� Fr<r.1..ns_J Pr: 141c_. - Tn.,14W ' „ / Cr•a ...we �..F"•<4.,r•. 411.) u.1 i? J-t •..7.- ) /// / [[,., _ / F 4 _ /I N ,�.,�r.7 LI<' ••nrSr LJ'�t>.e Ss.., M.1d VIIc � Y<•+ Fr.M/J ye r . . ,- o / / .^, Li- Sr-� �a oJ../ S<Jy 11•-? 2ro,r�'. -t2rn..jt"'..it u / / Rr,+kl+ -re lies,_r,... • 17 I / / ///// O / % _ 14- 6.(4_ , /j Fr.. .S/r....! 4- D`) Z -- - ---- / — — s..' -; f.' a, p. �.cl� o' 6�r . t.. bo T!.) .Lo.o' / (/1 I _x20989 I Industrial Compliance Inc.- JOB ':o ; c"F"' j / `LJc !7 r �^ 1746 Col= Blvd_ Bloc. 27 F:300 H 2- 31,/f� - BORING NG. u^o'oen, CO &0401 DRILLING METHOD: Lill r-S i� �+ ^1 SHEET ( ,A' 6 ( /1,4-'0 ( e 7 -i l SAMPLING METHOD: F.D.( r f. ' - ( OF! 0 -ns J j b S • F DRILLING { / N START FINIS Y. 4 yak F. .. sra Ti ME I TIM' WATER LEVEL Z t Dr Dom. I.34..215 i h / TIME I J l 't33 /?o .1(' I W DATE II. I %VAI I ShMi1 I%AL DATE , GA.- Location Diagram 7r.iow- irz,,_. i r ELEVATION y/8 J,p CASING DEPTH DATUM_YQB2.e� "I8 V/ SURFACE CONDITIONS: CG 1-N r2.� 'G Cw O.. a(- ea-64F 0¢ O iD OZ 0 O / _. D 74 g/" DN C J C. / / I s— /I c n / - / I / Ja / / . ID/ / .( /% / / 15 / / / re ak chrr'1- - Z4. Ct_ / 1 2 - ZZ'�;Je.i / crt / C/' /�'i / r'r H C zl x , J > .//7 / 2.1tIM 0 O U / / / Z z1- 30 Flu <-" �- - �/ c t,� / 'io G S / / '9. w / / I D 5' ' /r ' 0 1 —go. itaffei Piii- __ ,20_3„,__________ 92 /. A9 0 I i 2- Ec,,- yid.) I kL,<.,>bwr 5 511 Orchard Street Golden, CO 80401 BORING NO. DRILLING METHOD: CA,(-P5.5 y,K XK xu.c x x x X x hXx a xsxx*xl[Xxxx lc k✓x xY P2-as 3 /rip_ N.S. A, SHEET • rz• Iz I OF 3 SAMPLING METHOD: 6y,,};..•J J DRILLING • Mai-•.$ • P2,-LB START I FINISH ti WF•r I<�..1 4.k...... 4._ ye,......0 IL..I WATER LEVEL TIME TIME • Df� 37.5 .3° Iz:op u T C TI:•Eto 5'.20 In DATE '%24/g1 /2/i/ql I'/.z,0gt /r DATE DATE k:i5) Location Diagram '-P °` px` e / 1� DATUM 491e•ss ELEVATION 4/9 31.W CASING DEPTH I 7q t3/�I ;71c. .% -o ,Z G� SURFACE IGr:DI TIG`•5: ou .w �y -2 c / }N}W ¢ •r F t l i o uV �. O OZ Nu - / Lv O 1 1_1 Act c-....e 3r.;, ....J� b1.X41. in., _orJ...,'c • / / I / I I/ I S / I r / / r r &_�Lf+a.__gr-'. slit? sr-d. Br.. Ji r+ ..//1 / t ,— V / ;/ /0 • / / / / SAA - SI fr.,L....V•a D D Y U N / / ,s '� / r O CI r7 L+ yen .b, her. -Co..dy CM) 51i.w;rF / / _ I rA I/1 511 (Drchsrd Slree1 Golden, CO 50401 1 l IDRILLING IAETtion: BORING NO. ,)2—2 SHEET ` —,SAMPLING METHOD; Z CF ! DRILLING — START ! FINISH WATER LEVEL I TIME TIME TIME - DATE DATE DATE Location Diagram DATUM ELEVATIO'I CASINO DEPTH I o C; SURFACE CONDITIONS: ti r = Q L7 Z / ..,.E +�- - J� V G +Z < i. NJ d •.- V J 2 /gib 54 cU /:t. N-' p /o oz 'o V) y V C -- / <p �' U ---- I • I/ .A ILi . !/I % I („Ac.' CS.-.I,-�:y71 2+ire, .v...:,.� I I/ 1 ..i—' I/iI — / A V A 1 % i+,....fac_ier. !lyL ,r�i tile s 1 r.. J f- fir... 14...:.., `1I...e.4 it 1 / V ...., / / A — . / / b _ . /) / _ .- 1} be, Js, 6..7 s.J7 c f.�f A4.v��J s....-1 LL...� c /' // -� _ Y . Z U / I r///:// * / , / r- / 3.5--t- la - i / /t I SA.Ia / / ---- ,- / �f 920989 ! ---_ — I j 511 Orchard Skeet Golden, CO 80401 BORING No. DRILLING METHOD; J� p PZ—z s SHEET SAMPLING METHOD: S OF 3 DRILLING START I FINISH WATER LEVEL I TIME TIME TIME GAT --1 GATE E 1------ I DATE DATE Location Diagram DATUM ELEVATION CASING DEPTH 7� G+ SURFACE CONDITIONS: OU / w Jw - a i-Z N, Q Zw -1- �5% 0� , o to o Z u m G� D /V ❑O1 U / / _�� £4 Came l 1. 5 u1 J:14� ct..� sev«.! V. --;cm,// flw. / _ l .� Cell .4A x(,„ A+,. � I . 14E.,.4:4t 4.Z.._l,. I • a.....A-- i / I � I I / /i tic 45.1 Tv wL Di / / 71. 54;e k..P / / ~ ..----'--- / / J // / l / / / } / /a Y 2 / / U _-- / •/ / / SI...-1 ln' 1 o / / / / -- — -- I //� _ _ 1 Toe Go/e 61vd.. 51dg. 21 =300 H ,c72.--Z.1(,0 (,�J5QC �n,/¢5,6.;;¢ Golden, CO 80401 SORRINGUIO. " � nRIL l IJOC� -- 1 2-.IQ At t¢„ibss, Avp� SHEET // C SAMPLING METHOD: .. *7;LAIJS sa,,per,i .6 CS) DRILLING • WrySO/ WL +. �— (+earn++V START I FINISH • TIME TIME WATER IEVEL 31. TIME IL ?//9a 1492. DATE rU/93 DATE DATE Nz Location Diagram '•�•° •°` I I I 3 :4� 3: N DATUM ELEVATION y'8�9,�s CASING DEPTH it 1 U �gg�•`8 0 1z/ C SURFACE CONDITIONS: j W -= H;a.J ¢ —C Z W 072t: c I eS , (24 / It-5-44-7‘4,_ it n,o,ct , ,/,-r q. - 7, V w / IL r /// oo / Jr / l4 I p ;� 5L. %L aln.I.1 rzien.�..K I °b i/ ,c Vary �9 J u -n q. ,c y /' te le ,4 P 5 , see 62,45_4,., 5i;, prDJ i,6., ..,. I _.) I /I I A ( `3o I - _ 1745. Cole Blvd.. Bldg. 21 #300 37/(a I ( )sOc NGr9 Golden. CO 80401 BORING WO. DRILLING METIon: _ A/ (11116--cr P2-0.19 SHEET ( I s,ef! �]A�.QI O'Yr , 2t SAMPLING METHOD: 01 OF "' /��j¢�/ 0-m- Ucus 54,.-p&— DRILLING 1 A V�� J` F( I START 1 FINISH /�/2� �JI WATER LEVEL I TIME TIME TIME �( TIME � Tc 0. Location Diagram DATE FDATE DATE DATUM • ELEVATION CASING DEPTH] I I I / 1/1 C C LL -a FQ C SURFACE CONDITIONS: _ / r - is n 02 and G SW (zt y CS wU �<I O 0 02 °0 O n / _-- 0 as 00 N- C I is, .ev // I /► jam14y` (ti ,/ J2 , 3 ///: II Si i / ,x, � I .), h / �/ / J), -De 5P*Q4, v. , S,'/f'� hrs...", y.r1, - - v,c., /I I/ — �- ��i, 9 r°-i, s yi re act, n o• , Cv. - d.c,q, s�, > �� 1 r sla,r Act' / St / Dx 73i _ 14, AA,...)4, it II � �S "�7�i��9/�,��(yy,,I� lrti✓ s c,.f�.c( ;N -� �,".ev��*o,v@ N `� / I)).s_ Hs-ip W+a�7 r�f'1 , Sc» Cetr-fy.wzi:.tJ 14- c5 / / D / 0 y / / '� �� d.kr kr d. yr, v�ry co> .��' S /brV.a- , 04+x✓ 0 S, �/ / / v ' �scs I 9Z0 --I I I _ ! sa Gds z P , i ) '✓. i , 5.11 , /.gr"y ; , ,989 1740- Cole Blvd. Bldg. 21 #300 1 _37(W I - {/35,83 �f / vac ORI Golden. CO 80401 eoRING nmuvJG METHOD: (/� i / 7n1t-'ter--- P2 -29 N SHEET s.� di.il 5 raw— yggq� I SAMPLING n�METHOD: �J 3 OF S I ,Z ,<1,. 1 lAX-7(J(U0JS 5(M' DRILLING V 111 START I FINISH WATER LEVEL TIME TIME TIME ,lf� DATE DATE DATE Location Diagram j /Z DATUM ELEVATION CASING DEPTH I I I I /� C - SURFACE WATERCONDITIONS: ' L • Fa ='� oV •i / rw C: r I ay all.: _Z , vim Q '^ xi:, �i a I� a≤ 0 C " E. ac n /- DC /'o O. O -N D_ D J tg � / IA I r�; I � s / / e.. js-il'AaJ q ;r-s,._na�1 ,gr -J.�f.� 0-ed. ,4,ct / 4z I � �1 rf .,.ort Aa ri ' I /4/, // i 43 I/ I / as b I / I y �I � / PI a s � 'S / I / P I 4 _z ///' 47 h . / I 05 / /I ..5C5�� r 54..c1:-lo,,,L, , c.��hy�� Y-�'q,y f. I rcu,L k lt.ct�4:o �„>•..:,✓, rn — ic,,-z ''rt..- 417.14.41.19417.14.41.19q WO Cu,n tati.- } 4-i.C(.IFAI 'e./ - mixt. hard i/ V 5Z -CL-S al�yt�,,.:, 9r 1 s•l ) . n o d f YO /� � G -�. tool / S co„,A 761.4,, cars, rrr9., I ray . trail. rrt Id' 70 n-oir #////' (A s c ,9t4, rot:::4& ql-D.,, . ' trams+, � L - 14t IJ it 0_,, C� {�ti- Nn tsJ�I , PA-0�- Prert CS '{, CS / / :f_ �J sn..�c�s-�'a...c, v. y i . No t.�.d.. c. I.J / / ' .1 ?rat- O „ / „ / ri Srvr`� / c�� `1..P(e..1 gra,.,, si"�""" c.,-, 1i, v.,�ei `� I/ / (gA rion, C�'/1 Nn Cn.�,Jco�im. �?+ �sX" /i ICI i I l. o y 111 q, ' 1746..Cole Blvd.. Bldg. 21 -300 1 1-,1-371(e j L.) - b S i k.vPs6 -.7 Golden- CO 80401 eO INc �d DRILLING METIIOD: 5-c-- SHEET LSAMPLING METHOD: T OF Z d, (I- S� DRILLING ��^ .��, ppp�•y��X� START I FINISH 1; ) 42-r Y ' WATER LEVEL 41 ^jTI,ME jj TIME V TIME J:7) O- DATE DATE DATE Location Diagram DATUM ELEVATION CASING DEPTH I I 92- Y I- G' SURFACE CONDITIONS: LL t f Q W y'/ D D S / W = _is) V ..7. . N_, ¢ •.- W J1 'U C< 0 J WLL DC - _m /=b Da ?. 6 0 ra Oz ma o its /wA co I/ I I Clef R 5P5 S s-Kei JICq.) SP - i rail. 1.r�w',e I A9 ray ..E. jI O / 7/. / / I wrail. .rn--- S Fr.Ii ,.( 'Irl 7G C9± iLd t �2 / 1/1 %/ L¢ b I S /I / i itill-� r I ° / ( 6 SP5 34, r(cSCIII V,47 , Ns E' 7 -mac,ey, w.7• v /I A //(po IA - ea ,-+rc-�#.utie. ✓ d.t) Mt i$E, ;ren._ tir,-;,Ad / / D 1 g Y )3 / j U / • \ ri I q L �� / p FoI CS / i -7 0LS CI�eA,<kit) f 'k {c-/- 7,(ai I COdr„ et, IS ..V.,,�c 1 T `S / try- 3-741 sal Crs..Xatc.), rHR\ 4? 14-ii. / / _ 77 /4 . 7 sPs S / I _ +rat) o te,e4...., h.o,..,.✓., V./7„,:c4--) Y.-177. C -[IL rI / Iha,-d.— / I / p..- -ILLS C q?o -�— d. ArowJ� fro.---: s--7t7 .,-1 'se I 1 /I /I 1 i _i ns, =F.1' -e 4,0989 1746. Cole Blvd.. Bldg. 21 #300 1 •)-371(0 I 166 /k' I Na or i Golden. CO 80401 a RING Wo. DRILLING ME,IIOO: y� . (t2.LZ�(V-"' SAMPLING METHOD: X177 m,...� ��.)--��'��/- I , DRILLING I T 6" I w START I FINISH Z WATER LEVEL 54,/ TIME TIME 2 1111t� TIME .3;4C 3,4C 3,it ATE DATE ' DATE C.? } Location Diagram DATUMP ELEVATION CASING DEPTH I CP.! I I I . 1/10 - /1/o yew 14 C SURFACE CONDITIONS: t .. ..v D -. / IV I.¢I F _ I �� 66 bi ya _Z � , NJ ¢ y W J. U N 2a OV /Fta O0 O 0- -NU I OS / I/ I 1+1.1-St. < d. kNDw4A ire[ ��(Q„✓ /n �' alert-T:7 riMIIS c It / 6.2 I cis 074, ..a., d,6rn,w.4, v. ��.'s , /I OI tl3 I it �/t41 5 s1 t, -9,70.,, i� lit1$..,,.9r°,./ s�ew.e ,r 4g,)9,ps nn I/ I / 84 b I �rn us ire. ,1.J-IA •#4 56n-12- `'VW-vile/cos V V / /1 b� H-/I /�I 5., I //e01 /1 / / �� h I / / / 68 C.5 c. se..el gray //f[.� y.AL) y .c..4 Ii- a-:,5 I/ ^ i.1 .es (1. "Ai c ) eQ oss ,-v� co..e(. Y / / 1 X .,, ,,5 .L._ (57,6 o-.a 87.9'691 rt-TT)) n-,..,4-± r 0 [i es i l yI/ I/I 2 =/;m,;& f,.,s ,+.1tra-.si In.-4,r ask-6r...w < 9roa,, sls.r.-.%S ,.J / x / 1:3 i qq 61-10s) 1141- 471L4- ; 0- j..S- �� / / - I c.Ifl'Aiq : /,r- --3l' ii • / ,R5- Lt-.r;) 6,,..$.r. : 34 -38 / / si. / �nw7 / 1157C sol.ci o- -1, °,- i 1" PJ� scam(: .— efZ D /I __ I / / I_ %i I /I ' — 9.'0989 1:46", Cole Blvd.. Bldg. 21 =300 H 3.-3-7/(.0j I,J So S i7�e,; s�,,,�p, J Golden. CO 80401 I BORING MO. MULLING MEIHOn: N ChiE- 5-S- 22- 30 ¢/1 SHEET SAMPLING METHOD:/ EDs t,.I u.o� ( of / 1 pi-2,..0 DRILLING N. 11 WAJsi 1.y.11. 344, 4sAe, efyue e1 IyLs1 START FINISH / • ( CAB WATER LEVEL 33.96 3i,..,1 "4 TIME TIME TIME ssr 9'7"O 2-3a DATE DATE DATE Location Diagram Tor s4 Pvt. AnJ4i /23/4, DATUM Y SR 4.5 l ELEVATION 980 1.3 Y CAVING DEPTH I ( I I ii/C/ 2-0192-4 C �= , C' SURFACE CONDITIONS: 7 W / ou : / T gw ` ' _? ' / vime. G 'a ZW ga nn J m ou r. BN p ID oz '"D 0 J / _. /.c C O D) 0 z / I I 71 / I/ I Z cc1T.d, v.,C'q — „. .q., rt G.,s,...4 , ._LH. s Pz / /1 1I6. I� i / 8 q • / j I_.5P 5 1v.-r,9. .9,, 1, �,ti./^,1 dc1 4-€.1. ne A / I„ ii r i Ir.- f 4 h / / ,T 1/// / I , _ y//7 / 24:( [::1 • / /I '4- 1 ( T } / / °>r c k ll. / • / ,q i Ds , 7 !/ 3a / / 313 1 a o j / ' 33 o / / 3¢ 3b 3�3 Iv 9n , O— I� j / 17. !/ G r5 / /_13` 38 bps t : '3 '- z4 / / o r_v- 3& 0-A7 Ca-..a. a4 -3 7 I—i" Pic 5LI��: a71-37' j. /I ! ; , ! reI,�,..<0 9.;!3999 1746 Cole Blvd.. Bldg. 27 #300 ; 1 s 'iNci Golden. CO 80401 P BORING N ID P Pt-3 DRILLING MEIHOO: z ,ia. SHEET \ 1 �Z11 SAMPLING MET�HOO:�. /�C DF W C P�- " •® ;. • eSIN. Ir•1(:, > $0 Ccs) /DRILLING > ti f L. +cy,s.. CM^ tar .° if vcJ START I FINISH V1 WATER LEVEL Stars 1/ TIME TIME t 51-'f• k P�-c TIME H -J:45 II 0C-- If Y DATE 1/n7/9E I DATE DATE N. Location Diagram ,, Tor af Pvt. 1 DATUM 1',Qr y. 98 - ELEVATION 1/91 .LI CASING DEPTH 1 I I I _O2-- r/4/ C e n r:Et, C SURFACE CONDITIONS: w BO i / u. 2 r 6d O z. TZ • / NJ ¢ ..- W J1 r IF /�b C•t SL c WLL 7SC ar N OU S.. JN a OZ 0 U w = L/ 3? Sn.A , 'Etc," - 5,,,cl,Lap/ if,mW.4„, . n'61 54. C I / ' / I sI/!— A'O(l'‘ / I / z1 I I/ /' 3 _ 4 I/ I4t / I V � / � ASP sa.c{, v.-1 -p.-.. .?. , sr/ /AT,.�.✓, d,-r irs4: .,,,.r/H %tod ' h �, / ✓ Z / to $P so.-ct, i:1 .ht 9•i 5". , <C. cz y, hTr,..,, iv t- / D �r �� ,i._ I /i / x / r5 i/ t4 e,�A FICIF , S" (V,-gg.) An_-iii, CrC��.o,,s, Y\ v / I v sG, P.blct r rs /// / I /� ° 1 / S /ac ra L. c , S;/ -, sa..d.l(v.S/7. le),a re-.,.,! ,,3;C-,a,-. D>si a.-- IQ I / I- I r---- p � I /( I A920983 li:e. Cole Blvd.. Grog. 21 #300 1 a_• 7!( I WGEC RS%4, , Go/den. CO 80401 P J1J BORING NO. DRILLING METHOD: 7511C-Cr -3/ -( 4'( —_— SHEET / ,5 cs' Li J, a ll �f� SAMPLING METHOD: - _/- ' OF -,� ` (I,/N�I.lULVS 5(J1.N DRILLING �I f I START I FINISH NS WATER LEVEL I TIME TIME DIME 7 g1oh---AT /D DATE ^ DATE DATE OwTE Location Diagram '// //J DATUM ELEVATION CASING DEPTH ( I I I /fib - I/4 e n . C SURFACE CONDITIONS: rr IJ o/ O.1 / N j cr ., i W _,2.- n 1 }VI 7-. >� > T. 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Cole Blvd_ Bldg. 27 =300 1 61-37K0 I (,J S'o( I `I<�'FNDSLorc, Golden. CO 80401 BORING NO.1" DRILLING METHOD: - SHEET EE CO . • Lill row (5 " SAMPLING METHOD: d OF -(0- L/-M9-1 p,,�� I �C1 c • ORILUNG I V 1 \ START I FINISH ' WATER LEVEL. TIME TIME TIME ' tai.) )'.0< DATE DATE DATE Location Diagram DATUM ELEVATION CASING DEPTH I I I I :hen- //f.- Cr SURFACE CONDITIONS: C Lt. J=/ -= G w -./ OD is a ,2 : / Na Q 2W �i �uI > .. Es, 5< 'i I-6 iz �2 W 'IC j / a a O BI C5 _/ I/ I 41 I �`s e4, / s r .< /��:/'u.jl `Ire+- /�«.c el •'M� �<IcC� n...A. n-o, ' C /"!y // Dccs:f,..I 'ig,Y (4� 91 S.4a- YF-,.J�R—U / Cs /I /J / IL 7 I /1 o• 1-) , i� % U(1LS I f.A gra1 d. ray, ,.0sr -Ore-� <s� /rte _ {, Eno t5:78- CS z ik. /� ayr 1 --_-_- _es / W / 16 (I s r eart,,a�,J`/'][jrct, y� r( 9r ,r�,r s r„si ,., -�rk<s 4%. I l horn .,fr fo 4s-9'Kai. mc,c oceils,rn-aP /T Siva / IA 95psom 6�r ad t �uc..1 poi c�S —CS / / 5-1 D es / / 63 "6 Ab N 3 Q _�1 / / 55 F CS / V s, / mc D„. is.7 S G1;14 rw.Li, ;Q{ 1 O I /r'r"__/� ,c-cy, 4- ,-4.4(CI /'y WC:r�-3 <Cry D Ziff 1/orrk-�1�2j Oceast 9y/10..,. ay^^i� n,x� n4,a . �(.o" / h-c_Ci• hor / —sP I . ./ / I ll r- .___ - 9w0989 /I I /I i j 17<O. Gore Blvd.. c"lcg. :rC00 R.--3'71(,, i i e_ eewa s Golcen. CO 80401 BORING ND. ❑RILL:NG MEnIOD:_21 6-4 _ Z-3) ill ` �r" SHEET 1/ /� l^ —�J SAMPLING METHOD?: ¢ OF �j/ �.n �QL/'� rn- l._ (/0.IS sn��/ I DRILLING �Y'�' INISH �' �C/-�IUI/ V"��"^� START I TIME WATER LEVEL I I TIME TIME 11 TIME .. I 9.:ir 11 os DATE I I DATE DATE Location Dia ram � 9 //// \ DATUM • EL EYATIOry CASING DEPTH I I I ' 0 04- C �% C SURFACE CONDITIONS: ///"' cr C OD I -u. W n n 5: � • 7 d Q `y < y h _ b r ZJC a� /VS uV a< a z D2 �D a O /.' D„ d CS / IAI a /� � in,. 41144 :4 '�.sS O)LCD Secv;� VS."'" �"fai o` / I `11 ....t./I / 0 CGS �,at s t-F- Sit; �ra� to y..4.41 ,., hrn w.�, n.>d,nt,c& I I/ /�o i A b I �7 �s� / +�s lF¢ ii -- s'fa.J a— fii:�-.�..ir _Pa�_� se+�= on- / GrrH �, c • s /z i I I / ;' I I (> i �7 mP+�r a�9 y / �) / B...S'fen(✓T grni /o .104.." Arnw,i/ 56L.Nc S• Arms J 1 irn,I £ 4+„J<d ) SeVN� ipson,^c.ry.stoYs, n-ed. n.ee I s 1 / / "Sv V 7i / �I I/ 7> ei - r e 'AAs� iTr Frc J ; a f is P r5 / / 23 �c-t 627/'5°" ea JttPJ j son-c. Cork....ow,s S4t�-*,sLI �/b Y • / 1 ay ; ' / '¢ I /'3° ! �� r r - - ....-?..:s....., /// /t3/4 .. , . < /3 / _ D `' ' 71 / 78 — I/19/ / ., -4 `�'r eil hard, /tm sz +,'kL&CR /.t, S k rs 1.s 4rrJ d) 9 ! r'E7i 76,24.--- ---7-11.1-tic--)as / 1 o 989 Inaustnal L,ompu2nce inc. — - I� ,cu lla n,L�r � x��o� 7745. Cole Blvd.. Bldg. 27 #300 1 eq-3)1c, I iSes ' Golden. CO 80407 SWING N DRILLING METHOD: P.2 OM OME S�— — SHEET ur ‘jj- t r0-M of,/ SAMPLING METHOD: S-- Os Vl T I (C.4) DRILLING I /I C,n' START I FINISH �2I • rµ�'J WATER LEVEL J� 4TTII`ME TIME TIME /A'lp /-/Y ii-tiS- DATE ___1(((//37 I DATE DATE j Location Dia ram OATUM ELEVATION CASING DEPTH I I I I ///qL— f�� C SURFACE CONDITIONS: _g//92----- ( r F OV ¢ C: �_f -Jul V O Z � :it ¢ � _it . /G_b pV E. S: _JN O ID 02 V 0 / /'a a r ta?v h:(jJXy y I�.- y J / as /� II I/ Ho -s /17L�.�, q _., is`Gd' A'0.i4.- : Ada 430!4 c / L 0.. / 'I Fa S' 4/0./42 / n l as /I / 6 -- I1 /JI��y�^�'T,f�, {..� cis c lay reI A0— q l�yL/ ",,'Q t /J s, , n-✓C`,ke r4i I/ I J� /, 54 �} -___I / r-t.eltn-,11:1- -N in,:- / d cis , ! y � �3 I Sp'� . 9r�/ rre -" 5'/�+••d Ad h.: croecrvrts, h_c.t{.4.-olr-E- "S I /I ; II I ; Ib � F, % / fi"lt ,L,gw la 1 v.aural, 6.7<h) ,H.a(. /H0444:- ., r .s t./37/-8715 I iZ✓ � / 0 �,q fias /N er-(r ) neCe,s,oye-Q 11it.1OA04Yp an, / / — aJ C5 / / r/ /I , sz r D t Y / 43 — -- IV / I � ::: ccs -_ �.,,S-rte./ 5.tr . 4 - ''c�,� �.I:17,1:11,:nr 4.'S / / 1 . daf��I // 5P55o &-tJso.-e�1l V. q.) /re cam•.. f o.1D // H7 — VN i af- t s...t Cpra W ,..v.4) o / / / 4D i 04_5 4,127440.4.;„ ,, pp�,'' 4 - C t') 1 / / q 7_ ,� ._ - - 9== 989 I II • InGLS r c/ I.ompiian ce inc. ,c:e „o C.JLN. 7/40 Cole Blvd.. Bldg. 27 #300 c-3 I („JS U L I ,/� H 7�1� i % L.efrlR NO. — Go/den. CO 807207 BORING No. DRILLING METHOD: El CA E- S—S— — IDZ-31 /� SAMPLING METHOD: 0 `� {k}/"I'D; 1..O%/l."IU��5 $ ��CS-) DRILLING + (� 'START I FINISH ' WATER LEVEL /J�/l- TIME TIME 1`111 TIME .¢ /O _ ¢3 �/'Q�. ' i Location Diagram DATE /�/3 � DATE DATE DATUM • LE:la ON CASING DEPTH //L� I I I /! '^2-I // c1-I� - -� SURFACE CONDITIONS: ` /S�JW OZ / �W JS F y b DU /w co O D= ND u J /rC � i C5 / I� IL �5 4..-Ca��, , L�ra.� 40 fi e,. crash, i� ./otf .a p / �I i 0t'-luK5 i r"42(11-/?.naCt .M'NL Y N�Jam Sy... A�/O¢'dyT �Y / j Iii IYl /1` i 161 I� � loa E_ / V /DC 125-5 C--6..j Te.r..C, 9172., , ;ter < ,.4 4Tu-- �.", »-s+...v- iS 1 i ot, II i I / l r i _ i3O-7 " / logy C n i/!be5 r---, �./(r; 1L. f,•d,Qf7l,.( O Ma T4K4 V.it-o,se) SLn^i-- /O4 FrewFrews/C4..e5, ,AI n.17..in4 3 \a1/ / / MO — OS - a III tto 71 / L ( ToY "i ./ IIL CtS (I�TQrI.{�aA--/ qr 5v`/x f - . g- NA,f:/ se-.d TE.. f�N,NO c �'(/ / O x 13 51... u / % / 116 i ---- ti :/ `/ / • us y. ^I / I1� 1 �J G ) rrtsn-S-ri.�.e21 cr -YMs�I,ir-e3 ,,,,,ei•,r,A,s- / so d 7 / � [ "Pvc slit -5 —lly. c,. rr.)7S f, O'-33/ II b I (.�` Ivr415-411 :, 3' �' a / / i_ Tao /15. :920989 ' iflCiJDU iCI L.OiRl.,lalil..7 ILL.. 1C-, :.C I C-.L�; - -^ �'- 1/4q Cole Blvd.. Bldg. 21 =300 - 102-37/(p I -kat g56,; Golden. CO 80401 BORING 413. DRILLING METHOD: l -3n _ S'� I- 3Z N A k SHEET �N q,• 7 1 of 9 2Z SAMPLING METHOD: /9 !.2-3z ©� • DRILLING IS/ ly }.E.e.-. Cn... y�e.x+i Je-ve,1 START I FINISH LZ WATER LEVEL Jo.os TIME TIME DATE 01-- CASING YzsJ , I DATE DATEDATE` � Location Diagram _roe aL PVC DEPTH 4.5- SURFACE I I 04 L �/'� DATUM 4Q0}•g ELEVATION 49o9.9i 7, y '� C CONDITIONS:__ ou t.14 HN / S4 ... f`W O� S« y7/- G-f E �L 7 O VIC in Pi OU S+ J OZ V 0 / _: /�a co -- U r I I/ Z 410+-0 ) , / ION 1. MQX4a /AO( % I /Ii r it ` I/ I 1/ : d I so..d I ) ,r, L,s.�f - K,�:y —.,..y-) S' "A. / / b I I .• 'I / /II i I / 9 n i / i3 I— / ly ^ p S {„ova . M.A. F / ly I Cam- "'"`1/ °`�`1 r , 7 /11 1/ LI . V / x / / 2 a O L / .1r Y / / I( z4 I i / • D to as / C ays -, 4..244 6,..,/e e 9''3.,7, scw,.d4 t.; /oa,-[, .aA(...a / / 31 � . .mac: / / ,3 ;s °Pvc 51.4- a(..s s FA4r7 q.T . v.8- 9' a r- 4," ,c--daa'- -mss' / / 1- r ,� -- _ 9w09R9 i /! I /I I iH 17466. Cole Blvd.. Bldg. 21 #300 —1 'c2-37to I WSPS I i<sitir'd„ Golden. CO 80401 BORING Na. DRILLING METHOD: _ /\/ - - 33 ty J-�'[,/(,IjjFJC/ SHEET nil SAMPLING METHOD: 1/ / OF / aFIS pa-v.5 / DRILLING IJ I +.6k0-•• Fan.. 3a,-) isms; START I FINISH i WATER LEVEL .y I TIME TIME yI y TIME J /'�O a.,./rd DATE 1//J/1Z I DATE DATE Location Diagram piep Pre- ' 40 4/4 / DATUM 988i IPIP ELEVATION c'Bq 3,(ol CUING DEPTH 3� I I (� 1T 1 C I SURFACE CONDITIO\S: I 5JW E r C7- .a NJ ¢ 'r W .JCS O La' .yl � >= y c.,. a� / <c :5 WU /~. �< p to DZ LnD N O o 0 d O -. C / / 2 -5 I • so-.,ti , s;t , d, Art- y r1-.-8. n•-•:}-42- ; ti (y' -...y, / / s � I /I ' / I / a l—I / / 9 LISP SON ).h t)La.I, a .., c ,✓•'7E '1.4, / Q_ F / 13 —all _b -°`•-"1, —^-e_c1. !±s ."- c / , / / � ft / / Ili / / ----- —/,M<N:12 ; y a.,1 .4 io rtum t rod tons-u4 J. hdlg, S/,.',NeuJa/ / 33 = C&S �.etr*--t, gray � y r yr", ,.�Cti. ,I ;- ' 04- ar„ate! / / D 1s S ` 4 / / � I / !j I ` .7 / 31 32_ / / n G—S s rY, yrny, mod. eS t2 o / SI- O- I' 5� s� kf: 1, 133 / - 7; / 57 iTic scl,'J i h - . C 0s 17;,-J- 7-do o I I '®Jt s/,•t �_ ' LJA t d 5-0,A : - S_ / / 3j In--- --- 9 X0389 I % /II ! 4c' 1740", Cole Blvd.. Bldg. 21 #300 �1 ,2-3"7I(, I ws DL 1lrQeNes.b,.,.r Golden, CO 80301 I BORING N �4 .` 1 ',' DRILLING METLOO:- 1'1)1- ; 111 m� A / i! Tiv1C =Ss - - P' I`' /O- /rs. SHEET O� i! SAMPLING METHOD: 7 ^L wry \•4UC JS £CY4 I C5) DRILLING -�-i3 C' et CA .A,-Jm& ht-r a_ � • START I FINISH ? � J WATER t.EVE a�.dl - TIME TIME ,. G60/001-)..):) �t�iN9µ�' TIME f+ 4)00 1;Cs DATE ahh 2 lit J jet L 14.6Ae I/Li/9z /DATE DA�TE�1 -...- DATUM Diagram CASING DEPTH D I //11/92— (/2` DATUM ELEVATION I P2-J1/ I PS-31/ I P23Ya PI$js 7�^' _% SURFACE CONDITION?: L 5 to o t Q c .- _ i v4.4 I � C t j 4r�C TOP c Pv ) W _ 7:2 \j =W J r. -.It ^ . F� / Ta G -c � a< D.�..w.. "(07. 11 E/ev.f;.-• 1/832.04 I ; l N =b o' 0 Dz "0 3Ya D.A.- 4R69.0 E/ev.1.t.., 1/B?/ bi l /M_ DN C CS / I/ / I SP ‘0„...6, hc-b,, lug^. rr-a•a, 1:9.-M.9• ' V r. O I AY I� 1 / I . sr�e , :tN41 S .,s-f'1.1, .qr-r„y.1 I A ti. I 7 ' i4F / / B ~ Q / / . 1'/ l / //I L ID il /� / y C / 1y x / "vc`5 �3 a 7 4IT) ' mil, br�,�..� ^— .,.es � S , L-6111-17) i4— P „, 4, qa i>. � � � i� C1-- `,114.11 v, SALA- s% yk✓.t.,�,�, e ,� tA r�rb..., .�, i o / 17 //'t"Cit"{Act -11/. /rbis o - , /Ii Ig Aril / r /i I /I 0 -' ' -- 9: 0989 r7 e, Gole 6rvd.. bldg. 2 u __ J. #300 - -1 Ha 37k, I (^.)sbe ir1ZtxPShu;t. Golden. CO 80401 BORING N ,--------- SDRILLING METIron: =SC 34 /0 IT5—Ar / SHEET I �t1 �/ � '' SAMPLING METHOD: M_ OD I _ O Cif ! `¢J Cc'- :�lVSJs S � 4 CS DRILLING /(J_ ? n p.Q/ START I FINISH 2 44 (5-Y-- Location r j� TIME TIME WATER LEVEL /' TIME `flu �%�+7 DATE DATE DATE Diagram I0 JhZ DATUM ELEVATION I' CASING OEPTN ` O' SURFACE CONDITIONS: rQ JW O_•L_ _/ NJ ¢ 'r` ZW JS 1? !, i N / f G > y 1 . N C 6 N /_b QV /w Jf O ei O_ V e ❑ cr O / C: OA I� ,'rt- al L ' v. V.L'�W�, sit / ii,Ji mC�,�f 1' ir rr-c/s r irks/ c s /1 )z /I I// b • / / / la L/1 / rr leis s«. C w / / )4 irr,. Sfiad .r/ . J,--R-T/J /484c / ).7 I / / / ez/GE. -A pr-.,-r.— ...„„,44../37 CtaiS sJ-1-, li / /?AR./sr.,s sore eh °^ per-,Sa l/ 2' !� ^;rod stemt..rti pw, ` �;•nes, •Save •n.P str C> / / 1t O D / -� /1.5 Id./ 14- a n cfirintszt ), ,� �>~d la ��/� 3a.s,c ) ,//7 0 / 1-5 Q / I n•or� iinfriAlt3lc�,c••a�,rs� 1 / / 3r Z --OS / / )d y y %, c e;,Aa�..Jn ~� %C • • Q ,.J fr-.o.,/ ire.-- s ;NxI: I I %! I /I I I i I ! 920989 , 1745". Cole Blvd.. Bldg. 21 =300 Ic2. - 3-71(.42 fi,-t2.dzs Golden. CO 80401 - BORING NO. nrtauNG METHOD: c•-41g-sue_ PA-3¢- )O[I ^ _�� SHEET � 1I SAMPLING METHOD: ,. [.(/+,,/�// _�j OF (p S,..; ^ i \a'.t ��'✓r^ U� �'+1�(�)}T./��, 4erraQ \ DRILLING - $ a1-QG� I CT J4I��JS 5( /&.c l START I FINISH Jr WATER LEVEL �� YY TIME TIME TIME - -� C.DATE I DATE DATE Y Location Diagram / T DATUM ELEVATION CASING DEPTH I I I DRILLING 422- ` - 7.. SURFACE CONDITIONS: F c _� Ou _ W¢ = rW JW O � -L / y`jJ ;.C �r -W J N /°b OV Al &N p a to 2 vit7 G O Gt P. CS / I% �� CLS--� aG.;. - rr�a� . 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OAILLINC MEnIOf: 7/11gSS —__— PZ-:34 r�I, /n,, SHEET /_1t 4,u2e-1O'W� - C _.r S. amay CIF I SAMPLING METHOD: / llY• �+zl�>r I �CS) • I DRILLING •Z If' START FINISH I WATER LEVEL I ,/TIME TIME TIME 4 LL s:ej 7 DATE I I DATE DATE Location Diagram / DATUM • ELEVATION CASING DEPTH I I I I �� at 02— in • / 'co--, c W J1 / " O d ' / I C 12. CS / C / I% v I I�S ap„.. hifr_ �j"."D'_,/� )I-Cl� .M Clt �N Tin•Ivlefj/yz) / / 7ny-e/1 C ' ncte ssa.J1— -Aid 9 vm 54'�n/fA �Z I Aer',i r 4Z -r vn-h'S..P —Fit-tyres Ar / o / 47 I/ I / � b GS Ar ur T / a — - ---- / 41 HI / ,.J / / -)y _ ....)sAwi, riszki1 beawJi ».er/. n-OI tt A h✓y iron. ¢' ..A4/ -7I _ rrn is / / 0-1-5 r1 :tee S. 6,-G�.r✓d / ,*ic ; n'o—d �,ai, sen.._ ir., ')Z I L S NS j net,-,.,4 97OSi•„ Sao.- -tiles) I c / (00 / �� ri / / ye1s / 1 / I 9 / /7 34'4, 9r44.11 i reit, F O ,1 � 77 H z,(70;. / / I/ / / L Lei...sr r at -4 i O (�c�.. , I /I I /! I „' 90989 1745- Cole Blvd.. Bldg. 27_-300 1 tf-z_37/( I IKe2,O.3&J r? Golden. CO 80401 BORING . 1 nnlunJG MEIIIOD: (1E- s__ P_-34— /_" /is: , r SHEET /�I �/�rA__. C SAMPLING LI/ METW OD: llQ / C 01 CC ///��,,,lll,,,l��^ll�J1��......7��- W�� (1:5),<C..10OS ( C,S) DRILLING i142 � I (/ START I FINISH I 1 a WATER LEVEL TIME TIME % `lj . TIME 4� 5 �.l � DATE DATE DATE Location Diagram I /�� 1'DATUM • ELEVATION CASING DEPTH C 4 -.% .s CI SURFACE CONDITIONS: Loy _ -J ct a -1—. yl J ¢ 'r W _J.:. II CF • L'[ rz. 8L > W . aC / b 0 /w J< C R cat N5 N O S+ ON CS / I/ P81 fl<LS eeetrza, grail, rrrd s±t,i.Ecz1 d ran ac .rtei. l //I rrnls I 4 / 82 I t " // -83 /1 I/ I i/' 84 u I r--"Qs c„ra, . rnt rer-�J,.a.c� n..4A rror '& ire-. 67- i S-14.nRc4 ,4 ' ,L-�„rcc /lhon7a.'te �o` ; �i 7- 1 -' I r I TIS . . //r cg / II cast, ) "4_0. n-ors&INS/ gq , 4. V / / � J iQS / / q, / qL L r / " / �3 ^ V / / a CLS c11a:iCa Ar6rh,a,l ni. q,,, r n Q - l 'Ik C / /^mss/tea , 47 I "Jr / c ScS s0-.d, il...a.r:tt %r+' 3, v Q-�j�, l-4-44, x,O4 t,n61CIL/.6wL / / *cg V. S- d.gz V / / I W S F� ri_eci.!f�4 i1} %i I /1 1� r I W,L0983 ' 1745. Cole Blvd.. Sldg. 21 #300 1 7 D mig..5 , Golden, CO 80401 BORING N nRILLING MET HOD: p2-34_4112S—S-G I _ (lo, its. s SHEET l : " �1• �+� ,� �/ J SAMPLING METHOD: / 6 OF(j r �Y`W`��`"-- lll...K�� YYY C s.1tI�Iuous tcar11p[Qr' DRILLING START I FINISH ( 2 WATER LEVEL I I TIME TIME C. J'VI TIME �.Q� ��J C' DATE I DATE DATE .� Location Diagram • DATUM • ELEVATION CASING DEPTH ( I I 4J- C. C -. I:: Q C SU RFAGi. COHDuTIO S: O V i I u i- �W O ;"-it ¢ .r W JS 3(• C.l • ' - e o ` ,.` be m /Vb OV /Y; ch Q ,J OZ O .4 _• , D N O e5. y / I (/ < / I% iOl 1 ctri-6..0.--, d 9KL. -fer, 51. Are-H/l CoChtta".In) /atd. n`D,t.L. Imo+" // � O3 Js c intrvo,d.ate, , 144472_ 1d. Ic � / I I - % 04 � ...ex s I / / I` ea At �..iK.. (�1 r C4 -vJacau_is n .g, /K4.4--i S; CS i j I 1 I y I / IJ(, i � i �+ IC] //10X‘ / /pct 7 IqCL � S cQ , Sci. 9 , V.ce. F, � e.,s , ,, 0d. .,.D,s �- 11 / / / / (4 _ / / /,L L L)‘,-.12 I,..Q G.?-6 t;-.4 C Y / /13 11 Y -�'_ . . O—_Its 11/ I -X : 2.7 - '� ' _S A 174,4_174,4_ 7 .�'-/O' -�� / / /If so-. { 3.3'-//C u-� .• : /O/-;-/-7 / kr,i4 7�qV JJ ��e1 SL�r('� �� VL Sc�L4 , 1-Ol / "' /"9(c. s/T .1- /O' 1"u'lt sl.t r• '70' / r/] , re, vI I ,/ / 1 of 1 9. X8393 /I I / I - .w. .._ _-_ , I _ / 174& Cole Blvd.. Bldg. 21 =300 H a-371C9 i 'W S 1)5 I K.Q.ErJ1sh✓cry Golden, CO 80407 BORING ND. 1, nRILLuIG MEnIOn: _ N 7 �- P2-35 p.. --s43 4,(f q„p,,� SHEET b PI-RD '�"� / Of ✓\ 1, SAMPLING mETH00: -4( 02-3S DRILLIN ? V./ L •fie La.., Cr*+� gre'.wJ 1tvV START I FINISH ! cl TIME TIME • WATER • LEVEL 35•vl \ TIME - %)o V040! Z f 1/2. DATE DATE TeV e4pve•, DATE /L)�12 Location Diagram y9Qo 35 I I I I //,€h" i 5 DATUM V891.4% ELEVATION CASING DEPTH -�. 1l J_ ::::/ = _ SURFACE CONDITIONS: Jr as 9a : O� I Td .it 0C P�� P.2—l6t ) �0 C <� /_S E,--.3 . O ; 02 mu --- 11-1 m v v O /'- a vi O) V / c / /I 3 /i / 5 SP so c+, slf broWJ, v,jl- µ9 sQ , . 4,sF /I �, / 9 b V i ¢ / / / ft 19 z, _ I V / — �,q,i / a4 a o ]r D °s � � / / a, \ / le 3/ 92 ° / f4 o / z57 / / T9 1. --- - wast.c1 sc..-R 024,S-¢.3� I ---- Ye 5-11C/el: 3,0 I I /I / i r it 1�5 !c4'.1s+ea,s1 , s,—v.Fgith-6,. MASIS9/ "AK sel,d - O—33' i 1.-.4D"- Cole Blvd.. Bldg. 21 #300 H ",37I(0 List A-IPSe sbX4 Golden. CO 80.401 ORING NO. • nRILLING MET IOn_ r/ *I� SHEET H Dn ti ate.,ate., 1 / � lea A SAMPLING METHOD: / OF 1,7 r a • DRILLING 1,111E3l, W +c�FyJkSTART I FINISH WATERLEVEL ,tea 3� 413b,7BTIME THE TIME >lS/ //.� 1�•Do La 2 'Ter eF pv� DATE //y 'L�3�9Z 1 23/92DATE DATE � * Location Diagram CASING DEPTH III5;42 1/,�- C F�DATUM 98.19. .9VION �8�j1.)O £• £ = SURFACE CONDITIONS:1' e I // /f. riid "'/ p 1 ai b< 4_,, P .- �(n /'�•l .61 y /_S /^C �< p OZ �U .s J / .e Se DN co U = o / / 34 - i s l L� / r p V SP 5(!M.(1 /Tim...).4 T ?T w..i� Y.'Y,q — /�i.y.1 1...t.. non.--4 / I / 8 bII ro 1E' / ' - - -- -- / 4/ l,, ./1 / r7 V / 18 — - Ii I / / / 11 C Y L /u / xl t / / 31 CI_6 cesi , qr tr-o� s 'fed b•. : O-3.s' I : 3.S'- e V� / / 31 W /1 ` o / )4 was- 56.-4 do - 4.Z D / 35-- 3y s ( k a.S7 ' / 1 "?4c Sold O -� �a 37 I f' R c slot : c6 - o2 I / / '' - r - - /! I �= ' 4a 713 9 rj1999 eoRlNc rp -- i 1. 'e-. Gole Blvd.. Bldg. 21 #300 1 '. a -37/6o I (iJ .� D(� I ;�-,2.Pn/t Golden. CO 80401 I ''' DRILLING MET Hon: 4 II C/Y1E - Ci_— P2 -37 I D A 4II � SHEET C / .1� Ill SAMPLING METHOD- / or/ 7 0,,ff 6,,e 111 DRILLING 1 1� P.1370.. - t/F�37 II DL - 3! ---p• J -373 -� START ! FINISH �l\/ WATER LEVEL an/ 31.1 I �.a., �� TIME TIME TIME .. 3 in/ x3 :((10 a:ao 3. ? • DATE 1/�f WO z I i/iC' 't1/?z DATE DATE Location Diagram Tor •F }VC 'n _ //O _p/� / \ CASING DEPTH ! -q•� I I C I // /J,42i DATUM I/q/�.SI ELEVATIQY L/�J� LH G+ SURFACE CONDITIONS: W --d/ f Q _ �Ir/, a W =e/ O D i \'Vit cc x W Wg J w� /3a '6'V /.' E,'. 0 d D_ NO 33< D.+..•- ,,,1n.zo elw.+.'e.. 9Ian I9 / u o / 7 / Hsi sue, s; Cr . ,H.y. , Iv, . .-.5,/ 1I VI i i� s5� s0)-L3,7.4'x- r.$ , I ,-,5w,J, ct, - /I / $ b I 4 H i / '° I I i i / L F 1 4h H/ / Is_ VI / 4 dft OA— CQ.. ( bz a <Lvct el�.jcfa>c) ; w, 4-4.,,,,q, ,,, e(.-..i...-4#. / / Ls: 14 a Pi-37a 610'720 at - 4+ Q . /Ci / 1} A f e ) — �-S stGi-e , 4 ,me-e�. n-»,L%{Z so za,il= /0 f-leJe" e / / Are /61- �s'ao ti )1:: _, / )o / / 3(St Sf^4-1° /, 1-/ . rA/ N,A •.tvP- ,lyf /`VJ� (-ci : O -iSe / >g r (iv( : .2S7-401I I /1 I�1 Iit- -f- �� Z ) _ 92 0389 Inousinal (-Ompllance Inc. : 'N. � 1746. Cole 6/vd.. Bldg. 21 X300 7 I OZ.37(, I i (}vi�i�tb NeilGo/den. CO 80401 BORING DRILLING METHOD: MST- S-5-- — 2-38 4" snEET SAMPLING METHOd I OF� -� $ ! z->p DRILLING `3 ��^-3� W L ELT k.c.. 4y, g L":7--.I ��.... START I FINISH �/ I TIME TIME WATER LEVEL 38,Y1 (ten' )) yy''�� 7 1. a mvJ -03 TIDE / _ N 3O �� '� DATE II2s�1z I DATE I DATE ` 2 Location Diagram �"aef °"` EPT 4. I I �/° /9�{ �� DATUM yq a8.8S ELEVATION 4931. eF CASING CONDITIONS: -�.`y :f to �= p - SURFACE J 6 T_- N G ¢ W -II: H R - is /�+Q4 �/ 'LMC//le�✓V' < b W� J< o Io Dz u u1 _ O /w e D y o i rr I / I/ , rl ≤p $6a , (I.bet� : "PA _„,..„ ,,,t-- v .� s - ,` .y. / / � Z A / / / s _jSp 50--a , bFTw,�J - c e: _ h ,A-r- .l : .-- z//I / � � I i 7 / / / / / / IL D k 13 / / /s-.- /1 Iv 7 (7 9 ,.. _ /7/ / la _ / /. ______ pc :0_,L. . . ; ct f / L, 9:20989 A /i i� H'' 1746 Cole 6lvd.. 5/dg. 27 #300 —1 :a-371c, I i'KEI jes -� Go/den. CO 80401 I DRILLING .„„00: BOORING NO /1 5r SHEET r / SAMPLING METHOD: a WO ^'d' ie, _l9 raw, QH DRILLING• o`� q�_ _ // START I FINISH : ��C3I/J{j�� WATER LEVEL (�� I (/�JTI IME /TTIME s� 1.Iy TIME - / : / 'do VO.3i/ DATE /�(p I DATE DATE Location Diagram �/ / DATUM J ELEVATION CASING DEPTH I I I 06)/2- 00 -= C _ SU RFAC CONDITIONS: 4 F 5 ti r - - '' _ - v_ N- Cr' ,_W - C V N >4 > �= rt.,: „,= <� =b '< /;.: -i< rD at �O V I y V 'A au i s -i., O U O / L A % 3 - i1 1 / 11- El I / / ]S-i /I / I I / // a� Ths q I c--E"--- r FJ b .4-ECI ]�...e..r.G J 2,7 ,...,._2_$21. I c.≥fr ,././. / 7 / / / / 3 LI - HI / / -30 / / 3z > / / D 33 V / i 34 I S egatit1/42., 4/1r , yo0.,� brs:..l to , 5.,rosy., 3s - � / / / W y)/ 311 9 / I 4�,2 3 I .n' ` e,,dt'.;” : /-s-eis-` �i --- 1„�c =o�..d : o—O27" LJasa..d so—d: 30K-49/ /� /I I rL jyvc 5/074-:?7(---4- ' 9-,0989 • 1745..Cole Blvd.. Bldg. 21 #300 —1 a. -�7it1 I K-U/N1S6:'rQ Golden. CO 80401 BORING NO. I DRILLING MElI1On:hi lie SHEE/1T 7 \^ SAMPLING METHOD: OF l/ 0 74 it z .4 �eP• 3q • DRILLING WL 4,c14“,...... gFyy..J 1 / 39.72 Y3.31 I START ' FINISH . WATER LEVEL .l I TIME TIME \4 / TIME /Jo 'aS "..4 Cr^ DATE 4/3/92. 1.45/92 I DATE DATE Z Location Diagram T'P "`F`c_ ��/i I �� -� CASING DEPTH I I I y `? DATVM Y9cY.lo9 ELEVATION `f9?}.Y4 x. �= C' SURFACE CONDITIONS: r _ LL C J1 up n . / 45 Q E.- -i ci.J �� //-0 ti b DV I/:V Dt a ro GI O NO / I/ r, I HSP 5 , V+•9," �, b��4, ,>.t . / /I Z L ' � / 4I /I // . /1 , Q, - I� I / r bsr I 4,6-1_, V•F.9—r--mil , ietT.- J S . IT-13(. . / I i / / /0 z/ I / I ii (-SCI ,. / , 131 SO•._.G1_? .�'a4�-Pegr.$c� cy� / ENPo✓i dry `...c,s el 7 t ///777 r:I I Lam_•.. . sa+-d- d yy✓ ". .r.p,rIS n_aal. A. - / / a. / di- CI-s • c 1i �� & • 3y '',Cr / / a7 i - -- / % 3/ 3 / i < / 77 9 / 35 7b 37 I / / 3`1,3 - 1 �' H p / i ! ! 920is3 174E Cole Blvd.. Bldg. 27 =300 ;L-Y7/(4, i 4 I7,1ss 6kl r9 Golden. CO 80401 BORING NO. DRILLING METHOD: 14,��sp SNEJ 3g A"� SAMPLING METH OD: n✓•�" : . OF (� �p (I x/.1 Th'W' t2" • DRILLING ""n a py.i'^'�� / START I FINISH 7 V"•�(J/ ` WATER LEVEL I I TIME TIME W TIME V 1•,0 2: 2S — DATE I DATE DATE • Z Location Diagram I I I 'lt i/� r DATUM • ELE_LI CASING DEPTH I �, 1 - D* SURFACE CONDITIONS: LI C LL LLP F JW 5:/ OZ S / Nj ¢ IW ••• _ . J'y Vg -N / >a e' b� w� /'b py i- �u�i C .. 02 kO O /tee O r-- U /7/4 �1 I/ / 4)ei2 L 4S_ L /I i/ 4s— 40 it /, 4 i 46` T I • / I / y / / b //1 // H I - 3.o f•_,.../t4s ; /.s-,-7` I fI-IL s /d ' o -,44:- 4, C, • '71-,?- ` / I /6 ili . 5/I-; d.& I' a soy--81 :01O`- r / - I [1/ / / / > / O C Y_ / / Jam, , _ ..., / / f / . 7 O / L / ./ I / n i /!I 4I I CU959 APPENDIX D LITHOLOGIC AND PIEZOMETER COMPLETION LOGS 9:0983 • '73' - STATE OF COLORADO, OFFICE OF TnE STATE ENG N .1. WELL PERMIT NUMBER 1 s n Q - 26 '91 7 v:.rr, ZswPCEs 1S 9 ..139 2 OWNER NAME(S) Gutterson STATE EN(NNEER Mailing Address P .O. Box 5 F C0.o. City,.St. Zip Kersey Co R 644 Phone (303 ) 284-5505 ' Range 4 3, WELL LOCATION AS DRILLED: SE 1/4 SE 1/4, Sec. 33 Twp. 3 N 9 6 w s — DISTANCES FROM SEC. UNES:Sec. line. and 70 ft. from Fact Sec. line. OR 20 _ ft• from oth or .0 (out or west) ("(north °"""') LOT_BLOCK FILING(UNIT)_ SUBDIVISION: _ STREET ADDRESS AT WELL LOCATION: 4. GROUND SURFACE ELEVATION ft. DRILLING METHOD Rotary DATE COMPLETED 4-11 -91 . TOTAL DEPTH 400 ft. DEPTH COMPLETED 400 6. HOLE DIAM. On.) From (ft) To (ft) 5. GEOLOGIC LOG: 0 ?4 0 Depth on1ar Deacripe ot Malarial (Type, Size, Co .olor,W Locomen) 8 7/8 240 349 0 -3 Top soil 6 1 /8 3 -5 Brownw & white clay 5 -17 Firm sand PLAIN CASING 17 -41 Sandy 7.& brown r1 ay OD (in) IGnd Wall Size From(ft) 7o(ft) 41 -78 Rusted sh clay 6_523_ steel . 188 +1 ?40 78 - 107 Gray haa1e 4k pvr lire r . 277 185 249 07 -108 Dark shale w/hlk silt 108 -114 silted Gray shale _ 114 -174 nrk. shale PERF. CASING: Screen Slot Size: 030 134 - 147k Gray shale x . 4k PVC . 277 1d4 3A2_ 137k -147 rav Bala s s — — 147 -143 Gray shale — 143 -144 Rock — 1a4 -150 Silted F S 150 -154 (tray chat e 8. FILTER PACK: 9. PACKER PLACEME 154 -154k Hard s c Material l Grayel Type 3 /8 — 154k -164 Gray & white a shale v 164 -167 Silty gray & whits c c Size erval Depth _ 167 —170 Shale' 170 — 172 chain w/h1k ei1t 10. GROUTING RECORD: 172 —178k Hard aray ahalP Material Amount Density Interval Placemen REM 1 Vn-y2 haul S c 42 sk . 1 . 86 0-240 spositii REMARKKS:S: 179 211 Grav 1 ..,/hard^ark Cement shale di cpl aromPr 211 —2131 Blk . silt & silt 2131 —220 Gray shale 11. DISINFECTION: Type HIH Amt. Used 2'-` 12. WELL TEST DATA: ❑ Check box if Test Data is submitted on Supplemental Form. TESTING METHOD Bailed 1 5 � Static Level 140 ft. Date/Time measured 4-11 -91 produc ion Test length Rate 5 Pumping level 235 ft. Date/Time measured 4-11-91 Remarks 13. I have reed tie saten»no made herein and know tree confer=thereof, and Mat they are true to my ta+o ledge. [Pursuant to Seddon 24.4.101 (13)(e) C.aS.,n or lakse statement herein constitt+as perjury in Me second degree and a punishable a a daces 1 misdemeantx.) IJC. NCB 5 CONTRACTOR R & R Well & Pump Inc . Phone ( 303) 353353-3�— MailingAddress P.O. Box 577 Greeley Co . 80632 Date Name/ isle (Please type or print) Signat/ure�2 - <,'%� � #_ 6-29-91 OWNER %/ � _- 9`;;0989 LOG OF WELL ADD SPACES AS NEEDED From_ _ft• ft• Sand,fino ft. to -3'i—ft. Clay,aandy to i7 ft. Clay. to 1.12 ft C1ay,aandy,brown 112 ft. to ft• Shale L ° E O-E1 : AL 'h MC '�y SE t OJ TLC. 5O0959 c Lo Art cal SL=. '/y ScF ZS , T'3,\I 21.y LOG OF WELL (ADD SPACES AS NEEDED) • From 1 ft. to 1 ! ft. 1, r ; -• ft. to ft. ,• ft. to ft. ft. to flit ft. t._„ 1( ft. to i ; ft. • Di 11 • 1 -,.. • .I ._ 1 - 1 111 . r:-.". • 1 177 nett 171 . . ,. • i, i. t . •,� 1 ?1.?. 21_1 cc -- ?13 ... :1 • • 1.c= 27 ) 222 o^ -. 227 • 24 3 j. ea .. • • 920389 w - roc% iciN1 : SG '/9SW '1s Sec_ T ;N 20� LI LOG OF WELL (ADD SPACES AS NEEDED) From 1 ft. to , ; ft. 3; nd . 1E. ::3 Cr' ty ft. to. i ft. al —r - ft. to. ft. . 11,.?.e • Took �.i ft. to -•n ft. : oft ].ros-:�. r:-::.le 70 ;J : .•d __24,___ft. to ft. "Oft s}:• '.e •.,: :oa1 1'93 . le 23 - -.f. ;•ock 130 Dirty .. .. _35 ,ock •._ ., l ^. +'ard �Pe --1 11:a 1(-•? .'hale 1':; 1e5 :-.and ▪ .i7 1.);] E Iola 190 l'):4. `' 4 .4 - • ▪ z)4• 2'10 . Si)tile 2 O 2:11 Frock ?• '1 22:' Shale 222 :3 •rock • 223 .17 3hale 21,3 a c; 4 .,T 'ook ..()iµ 7•,n ::hale 7 ,�, 2Th. 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' . • . . • . • • ///l///////////////////////////i® M N Cr; N rn N) - to o %/////////7//////////.//////////AIIIIIMIN. . ////////////////////////////////� 0.0 0 to r in W -4- o 4-4- o o li 0 co O ii L., O a 31-,- 0= J WV) 00 D 111111111 111111111 111111111 ( IIIIIIII 1111 11111 111111H1 111111111 111111111 MO w 0_ O O O O O O O O O O O .— N r7 <- N c0 h a0 (1334) N0l1VA313 30H3af1S N0N3 H1d30 APPENDIX E GEOTECHNICAL RESULTS 9:;0989 MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO . 2110-01 BORING NO . TP-1 SAMPLED -- DEPTH Bag DATE TESTED 12-31-91 DU SAMPLE NO . -- WASH SIEVE Yes SOIL DESCR. -- DRY SIEVE No • MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 455 . 3 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 446 . 9 Weight of Pan (g) 9 . 4 Wt . Wet Soil & Pan (g) 455 . 3 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 446 . 9 Before Washing 437 . 5 Wt . Lost Moisture (g) 8 . 4 Wt . Dry Soil & Pan Wt . of Pan Only (g) 9 . 4 After Washing (g) 389 . 2 Wt . of Dry Soil (g) 437 . 5 Wt . of Dry Soil Moisture Content % 1 . 9 After Washing (g) 379 . 8 ry Density PCF -#200 Wash. Out % 13 . 2 ADVANCED TERRA TESTING , INC . 909a MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO. 2110-01 BORING NO. TP-3 SAMPLED - DEPTH Bag DATE TESTED 12-31-91 DU SAMPLE NO . -- WASH SIEVE Yes SOIL DESCR. -- DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 516 . 8 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 510 . 7 Weight of Pan (g) 8 . 2 Wt . Wet Soil & Pan (g) 516 . 8 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 510 . 7 Before Washing 502 . 5 Wt . Lost Moisture (g) 6 . 2 Wt . Dry Soil & Pan Wt . of Pan Only (g) 8 . 2 After Washing (g) 468 . 0 Wt . of Dry Soil (g) 502 . 5 Wt . of Dry Soil Moisture Content % 1 . 2 After Washing (g) 459 . 8 'y Density PCF -#200 Wash. Out % 8 . 5 ADVANCED TERRA TESTING, INC . 92;0983 MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO . 2110-01 BORING NO . TP-4 SAMPLED -- DEPTH Bag DATE TESTED 12-3191 DU SAMPLE NO. -- WASH SIEVE Yes SOIL DESCR. -- DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 462 . 8 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 446 . 7 Weight of Pan (g) 9 . 5 Wt . Wet Soil & Pan (g) 462 . 8 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 446 . 7 Before Washing 437 . 3 Wt . Lost Moisture (g) 16 . 0 Wt . Dry Soil & Pan Wt . of Pan Only (g) 9 . 5 After Washing (g) 267 . 5 Wt . of Dry Soil (g) 437 . 3 Wt . of Dry Soil Moisture Content % 3 . 7 After Washing (g) 258 . 0 ry Density PCF -#200 Wash. Out % 41 . 0 ADVANCED TERRA TESTING, INC . 920989 MECHANICAL ANALYSIS - SIEVE TEST DATA CLIENT Industrial Compliance, Inc. JOB NO. 2110-01 BORING NO . TP-5 SAMPLED -- DEPTH -- DATE TESTED 12-31-91 DU SAMPLE NO . -- WASH SIEVE Yes SOIL DESCR. Bag DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 533 . 5 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 526 . 6 Weight of Pan (g) 17 . 5 Wt . Wet Soil & Pan (g) 533 . 5 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 526 . 6 Before Washing 509 . 1 Wt . Lost Moisture (g) 6 . 9 Wt . Dry Soil & Pan Wt . of Pan Only (g) 17 . 5 After Washing (g) 476 . 2 Wt . of Dry Soil (g) 509 . 1 Wt . of Dry Soil Moisture Content % 1 . 4 After Washing (g) 458 . 7 ry Density PCF -#200 Wash. Out % 9 . 9 Sieve Pan Indiv. Indiv. Cum. Cum. % Number Weight Wt . + Pan Wt . Wt . % Finer (Size) (g) (g) Retain. Retain. Retain. By Wt . 3" 0 . 00 0 . 00 0 . 00 0 .00 0 .0 100 . 0 1 1/2" 0 . 00 0 .00 0 .00 0 . 00 0 . 0 100 . 0 3/4" 0 . 00 0 .00 0 .00 0 . 00 0 .0 100 . 0 3/8" 0. 00 0 . 00 0 . 00 0 . 00 0 . 0 100. 0 #4 0 . 00 0 .00 0 . 00 0 . 00 0 .0 100 . 0 #10 0 . 00 0.00 0. 00 0 . 00 0. 0 100 . 0 #20 3 . 73 9 . 36 5 . 63 5 . 63 1 . 1 98 . 9 #40 3 . 65 109 . 68 106 . 03 111 . 66 21 .9 78 . 1 #60 3 . 81 132 . 81 129 . 00 240 . 66 47 . 3 52 . 7 #100 3 . 76 121 . 64 117 . 88 358 . 54 70. 4 29 . 6 #200 3 . 82 103 . 96 100 . 14 458 . 68 90 . 1 9 . 9 ADVANCED TERRA TESTING, INC . 920999 8 O a -J U O Es 0 U, . N 2 O H a U u. QQQ C y Q �. - a §iii —_...— t��,��_ y J p CC z U A — W LU W -----.---- f — J or N O ...a— ia J f N N — -- --—.-..—.T.--.--�—e O i ..•O w #J 2 a tu tN Q it N N a 0 Q - --- - .---.___—_—__.._-- _2 c4 2 # a N z M g t7 it _ N• - w d tz 4 2 y O w F O• O CD CI V-) C.3 J Ot. 8 O O OA O O 2 O O� N m %O N O O N IHDI3M A6 63NId 1N33d3d ADVAtfCCD TPRRq TrMT!NIG 9:11 PERCOLATION TEST - FALLING HEAD CLIENT Industrial Compliance, Inc . JOB NO. 2110-01 BORING NO . TP-5 SAMPLED -- DEPTH Bulk TEST STARTED 12-30-91 DU SAMPLE NO . -- TEST FINISHED 12-31-91 SOIL DESCR. -- SETUP NO . 5 SURCHARGE 100 MOISTURE/DENSITY BEFORE AFTER DATA TEST TEST Wt . Soil & Ring(s) (g) 332 .0 375 . 6 Wt . Ring(s) (g) 89 . 5 89 . 5 Wt . Soil (g) 242 . 5 286 . 1 Wet Density PCF 100 . 9 122 . 2 Wt . Wet Soil & Pan (g) 246 . 2 289 . 8 Wt . Dry Soil & Pan (g) 242 . 9 242 . 9 Wt . Lost Moisture (g) 3 . 3 46. 9 Wt . of Pan Only (g) 3 . 7 3 . 7 Wt . of Dry Soil (g) 239 . 2 239 . 2 Moisture Content % 1 . 4 19 . 6 ry Density PCF 99 . 5 102 . 2 .,ax. Dry Density PCF Percent Compaction ELAPSED BURETTE BURETTE PERCOLATION RATE TIME READING READING FT/YEAR CM/SEC (MIN) hl (CC) h2 (CC) 0 . 0 2 0 . 0 61 .0 1316 . 79 1 . 3E-03 2 0 . 0 57 . 8 1228 . 31 1 . 2E-03 2 0 . 0 56 . 2 1185 . 18 1 . 1E-03 2 0 .0 56 . 2 1185 . 18 1 . 1E-03 2 0 . 0 55 . 6 1169 . 19 1 . 1E-03 2 0 . 0 52 . 8 1095 . 84 1 . 1E-03 2 0 . 0 55 . 0 1153 . 29 1 . 1E-03 2 0 . 0 55 . 4 1163 . 88 1 . 1E-03 2 0 . 0 55 . 4 1163 . 88 1 . 1E-03 2 0 . 0 55 . 0 1153 . 29 1 . 1E-03 2 0 . 0 55 . 0 1153 . 29 1 . 1E-03 2 0 . 0 54 . 6 1142 . 75 1 . 1E-03 2 0 . 0 54 . 6 1142 . 75 1 . 1E-03 2 0 . 0 56 . 2 1185 . 18 1 . 1E-03 2 0. 0 56. 4 1190 . 53 1 . 1E-03 ADVANCED TERRA TESTING , INC . 92O989 MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO . 2110-01 BORING NO. TP-9 SAMPLED -- DEPTH Bag DATE TESTED 12-31-91 DU SAMPLE NO. -- WASH SIEVE Yes SOIL DESCR. -- DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 478 . 6 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 467 . 4 Weight of Pan (g) 9 . 4 Wt . Wet Soil & Pan (g) 478 . 6 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 467 . 4 Before Washing 458 . 0 Wt . Lost Moisture (g) 11 . 2 Wt . Dry Soil & Pan Wt . of Pan Only (g) 9 . 4 After Washing (g) 414 . 3 Wt . of Dry Soil (g) 458 . 0 Wt . of Dry Soil Moisture Content % 2 . 5 After Washing (g) 404 . 9 'ry Density PCF -#200 Wash. Out % 11 . 6 ADVANCED TERRA TESTING , INC. 920389 MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO . 2110-01 BORING NO. TP-10 SAMPLED -- DEPTH Bag DATE TESTED 12-31-91 DU SAMPLE NO. -- WASH SIEVE Yes SOIL DESCR. -- DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring( s) (g) Before Washing (g) 422 . 3 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 408 . 6 Weight of Pan (g) 8 . 6 Wt . Wet Soil & Pan (g) 422 . 3 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 408 . 6 Before Washing 400. 0 Wt . Lost Moisture (g) 13 . 7 Wt . Dry Soil & Pan Wt . of Pan Only (g) 8 . 6 After Washing (g) 320 . 2 Wt . of Dry Soil (g) 400 . 0 Wt . of Dry Soil Moisture Content % 3 . 4 After Washing (g) 311 . 6 'ry Density PCF -#200 Wash. Out % 22 . 1 ADVANCED TERRA TESTING, INC . 92,0289 MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO. 2110-01 BORING NO . TP-12 SAMPLED -- DEPTH Bag DATE TESTED 12-31-91 DU SAMPLE NO. -- WASH SIEVE Yes SOIL DESCR. -- DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 309 . 9 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 304 . 0 Weight of Pan (g) 8 . 7 Wt . Wet Soil & Pan (g) 309 . 9 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 304 . 0 Before Washing 295 . 3 Wt . Lost Moisture (g) 5 . 9 Wt . Dry Soil & Pan Wt . of Pan Only (g) 8 . 7 After Washing (g) 273 . 2 Wt . of Dry Soil (g) 295 . 3 Wt . of Dry Soil Moisture Content % 2 . 0 After Washing (g) 264 . 5 'ry Density PCF -#200 Wash. Out % 10 . 4 ADVANCED TERRA TESTING , INC . 9;10989 MECHANICAL ANALYSIS - SIEVE TEST DATA CLIENT Industrial Compliance , Inc . JOB NO. 2110-01 BORING NO . TP-13 SAMPLED -- DEPTH -- DATE TESTED 12-31-91 DU SAMPLE NO. -- WASH SIEVE Yes SOIL DESCR. Bag DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 563 . 2 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 549 . 8 Weight of Pan (g) 16 .9 Wt . Wet Soil & Pan (g) 563 . 2 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 549 . 8 Before Washing 532 . 9 Wt . Lost Moisture (g) 13 . 4 Wt . Dry Soil & Pan Wt . of Pan Only (g) 16 . 9 After Washing (g) 517 .9 Wt . of Dry Soil (g) 532 . 9 Wt . of Dry Soil Moisture Content % 2 . 5 After Washing (g) 500 . 9 ry Density PCF -#200 Wash. Out % 6 . 0 Sieve Pan Indiv. Indiv. Cum. Cum. % Number Weight Wt . + Pan Wt . Wt . % Finer (Size) (g) (g) Retain. Retain. Retain. By Wt . 3" 0 . 00 0 . 00 0 . 00 0 . 00 0 . 0 100 . 0 1 1/2" 0. 00 0 . 00 0 . 00 0. 00 0 . 0 100 .0 3/4" 0 . 00 0 .00 0 . 00 0 . 00 0 . 0 100 .0 3/8" 0 .00 0. 00 0. 00 0. 00 0 . 0 100. 0 #4 0 .00 0 . 00 0 . 00 0.00 0 . 0 100 . 0 #10 3 . 71 3 . 95 0 . 24 0. 24 0 . 0 100 .0 #20 3 . 71 15 . 31 11 . 60 11 . 84 2 . 2 97 . 8 #40 3 . 67 102 . 32 98 . 65 110 . 49 20 . 7 79 . 3 #60 9 . 67 227 . 00 217 . 33 327 . 82 61 . 5 38 . 5 #100 3 . 69 140 . 61 136 . 92 464 . 74 87 . 2 12 . 8 #200 3 . 70 39 . 90 36 . 20 500 . 94 94 .0 6 . 0 ADVANCED TERRA TESTING, INC . 920389 8 0 U O $' 0 N O H a 8 U. * G in a J CC z U Q Q W C H W it W J z� N c NJ 09 O O W -2 z tal W N W it N 0 VI 2 8 cr 2 * a 0 _ My 0 Li _ 0cri w a CO cW 0 Cr c4 7 8 g K) -I- 9 2 N O " th a � o 0 1 o J L. Op u2 8 8 m ° ID y 2 N c °s 1HO13M AS a3Nid 1N33S3d 711989 1 dnvoNcrL TPRRl TnT'N5 PERCOLATION TEST - FALLING HEAD CLIENT Industrial Compliance, Inc . JOB NO. 2110-01 BORING NO. TP-13 SAMPLED -- DEPTH Bulk TEST STARTED 12-30-91 DU/TNT SAMPLE NO . -- TEST FINISHED 12-31-91 SOIL DESCR. -- SETUP NO. 6 SURCHARGE 100 MOISTURE/DENSITY BEFORE AFTER DATA TEST TEST Wt . Soil & Ring(s) (g) 333 . 9 367 . 2 Wt . Ring(s) (g) 89 . 3 89 . 3 Wt . Soil (g) 244 . 6 277 . 9 Wet Density PCF 101 . 8 116 . 3 Wt . Wet Soil & Pan (g) 248 . 5 281 . 8 Wt . Dry Soil & Pan (g) 237 . 4 237 . 4 Wt . Lost Moisture (g) 11 . 1 44 . 4 Wt . of Pan Only (g) 3 . 8 3 . 8 Wt . of Dry Soil (g) 233 . 5 233 . 5 Moisture Content % 4 . 8 19 . 0 ry Density PCF 97 . 1 97 . 7 Max. Dry Density PCF Percent Compaction ELAPSED BURETTE BURETTE PERCOLATION RATE TIME READING READING FT/YEAR CM/SEC (MIN) hl (CC) h2 (CC) 0 . 0 2 0 . 0 61 .4 1328 .06 1 . 3E-03 2 0 . 0 59 . 8 1283 . 26 1 . 2E-03 2 0. 0 58 . 8 1255 . 64 1 . 2E-03 2 0 . 0 57 . 0 1206 . 66 1 . 2E-03 2 0 . 0 57 . 0 1206 . 66 1 . 2E-03 2 0 . 0 55 . 8 1174 . 51 1 . 1E-03 2 0 . 0 55 . 4 1163 . 88 1 . 1E-03 2 0 . 0 55 . 8 1174 . 51 1 . 1E-03 2 0 . 0 55 . 8 1174 . 51 1 . 1E-03 2 0 .0 56 . 8 1201 . 27 1 . 2E-03 2 0 . 0 56 . 6 1195 . 90 1 . 1E-03 2 0 .0 55 . 8 1174 . 51 1 . 1E-03 2 0 . 0 55 . 4 1163 . 88 1 . 1E-03 2 0 . 0 55 . 0 1153 . 29 1 . 1E-03 ADVANCED TERRA TESTING, INC . 920389 MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY .;LIENT Industrial Compliance, Inc . JOB NO . 2110-01 BORING NO. SB-19 SAMPLED 11-22-91 DEPTH 20 - 25 ' DATE TESTED 12-27-91 SR SAMPLE NO . 2-3716 WASH SIEVE Yes SOIL DESCR. WSDC DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 258 . 5 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 250 . 6 Weight of Pan (g) 8 . 7 Wt . Wet Soil & Pan (g) 258 . 5 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 250. 6 Before Washing 241 . 9 Wt . Lost Moisture (g) 7 . 9 Wt . Dry Soil & Pan Wt . of Pan Only (g) 8 . 7 After Washing (g) 79 . 4 Wt . of Dry Soil (g) 241 . 9 Wt . of Dry Soil Moisture Content % 3 . 3 After Washing (g) 70. 7 Dry Density PCF -#200 Wash. Out % 70. 8 ADVANCED TERRA TESTING , INC. 9;10389 ATTERBERG LIMITS TEST DATA JOB NO, - - FIELO CLASSIFICATION CLIENT/OWNER lrli/ua/i'w' �"om ( ancc_ L.c. LOCATI ON 115. W5O0_ 1'roi .,7' 3"1)6 LABORATORY CLASSIFICATION BORING _ _/9 _ SAMPLE F_19 _ DEPTH @VAS' FIELD DENSITY BY- _ _ _ .__/__/__. DETERMINATION 1 2 DETERMINATION 1 2 NUMBER OF RINGS DISH WT OF RINGS + WET SOIL WT OF DISH + WET 501L WT OF RINGS FT OF DISH + DRY SOIL WT OF WET SOIL WT OF MOISTURE FIELD DENSITY WT OF DISH DRY DENSITY WT OF DRY SOIL THIS IS AN 1/B-INCH THREAD FIELD MOISTURE CONTENT PLASTIC LIMIT BY uq,M/}$i9f. DETERMINATION 1 2 3 B 5 6 DISH , gG 37c. C WY OF DISH + WET SOIL Y) 1 , /3 /0.7( 8 .OI WT OF DISH + DRY SOIL. 1,21 y`i(/L)/ 7 /4 WT OF MOISTURE 9 ,$g /'r / ;r7 ••WT OF DISH cj /,0(,/ /.o7 /'D& WT OF DRY SOIL '3 6.9/ 93"/ ;-.a'>' MOISTURE CONTENT a/+ 1q.I-) 15. 1') I-( ll • LIQUID LIMIT DETERMINATION 1 2 3 a 5 6 DISH l0 [/G yOG 2JC .2 NUMBER OF BLOWS 3c/ J.3 /q /b 1 WT of DISH + WET SOIL) J3.'. 7 iq.39 /3,3a / .&7 / 1.S'S WT OF DISH + DRY SOI L51 /0.7( /04 ___ g. 9e '3'4'3 WT OF MOISTURE 9 :['56 ¢-9,/ :I'll X 71 1/. I? WT OF DISH ),0{ 1.06 1,66 /.06 / WT OF DRY SOIL 5 9,64 /0.31 y,93 7.'l0 1 ..5'1 MOISTURE CONTENT °4 26,50 -1(t. r ;'?,70 3o.'I5 j3. 51 ! LIQUID LIMIT 0 10 20 30 40 50 60 70 808 3ry FLOW CURVE I PLASTICITY CHART ,I I • CH 33 ` `0 I 3,L x•- AI \e6. 30 - o • C L e• 0 W ^ • 2D r y N'• y zg • - o i • MH & OH J i a'1 10 n ce• -AEL-ML' ' ; - . ML & OL �b I I I I I 1111 1111 1111 1111 _ ' 1 [ I 0 2C 5 7 10 15 20 25 30 40 50 -NUMBER OF BLOWS SUMMARY DRY DENSITY MOISTURE LIQUID LIMIT PLASTIC LIMIT Pl4 Y CONTENT INDEX IDENTIFICATION 92--A389 TIC )./.,1 HI . !4, v5, 3 GL 40Y4t1ft0 TCRRA rr'STitiQ j2//O -O/ Sample No. 5 3� i9 Depth c -°-a5 Elevation • Soil Location to`)cc'• - 1il50c �'<<fSert 4 a • 3716 Optimum Moisture Content /(o.O % Maximum Dry Density lie♦ 5 PCF Method of Compaction /M5Trn O- 6Y2 -5fanJ:.c ) wkik03 A MOISTURE CONTENT IN % OF DRY WEIGHT 0 5 10 15 20 25 150 i , -1 i h i -'-"' t-- r-• 1 i i t — ,- -4-} .- L L 1 . • " 1 i- .4- .}. 4 s. 1. .. . r -. :. .I . 140 ..-r-E. 1 f-f-_ +-+ i-r . t i . . .. , f - 1 ,.., f - ,_ 130 . 4_L . L-___- - -- , . _ .. . . . .. . . ZERO--AIR... . .• O +r 4- VOIDS CURVE -� }141 + $ a +-i 'tt fY _ : I + . I 1 L t . 1 4 y 120 l ,tt .�_il -t.- - .-t t . • ,µt z .-t }.-t}—++t+4 ` J. A _ L. . . 1 a _t1.4t-1 { ..t t._ L t • . W I -1 I .-t .-.- . 1t-2-, t t. .r�..r , 1- t + {- 1 -} ;-i I 1Tt 1 : cc .-1-III +-• --. ti- � I.f b . .._.-A + T f �I' . r4, .... 110 t i I O 100 _ 2.7 tom{ i -.1 . . - r 90 m LL COMPACTION TEST DATA A01AHCt0 TtRRA TtSTItIC 9w0359 COMPACTION TEST DATA PAGE NO.jeOF )- ogjeck- - W$DC Y- No..2I10-01 Client i^c)u5 r;ol Co� ?l•�n « "tr., Locationrcojecl �- 37/6 Sampled By Tested /a/a ( By W-• Checked By Soil Sample No. ` 3 " SAMPLE DESCRIPTION Specific Gravity Depth or Elevation O26 -,�5 % Passing 3/4" V. Passing 1/4" Compaction . A Standard Modified method (F, G) 0 Proctor ASHO 0AASHO ❑ Calif. Cylinder - cu. ft. 1/20 1/30 1/30 Variable TEST Rammer - lbs. 5 1/2 5 1/2 10 10 SPECIFICATIONS Drop - inches 18 12 18 18 A31-P1 - O 69 ?A Layers 3 3 5 5 Blows per layer 25 25 25 20 * Wt. of moisture added i41. /0O /5O ;pp DSO 3O'J • Dish number /01 s O /5) 5S`/ 33. 3 Wt. of soil & dish 9 q ?• :7(b z/5/./7_ 51/• 6O? .569 -V/2 '/rte Dry wt. soil & dish 'j ?a) 6/ !/09.i/ ("568c Cc/ 35.�•9l MOISTURE DETERMINATION Net loss of moisture (B),-;) g I, ' 1.0(0 551 Wt. of dish only (Lj "7, 3°1 ?• 56 1. & ,Z g gH ' 2y Net wt. of dry soil (A) c5 t f 1 '; , ”i. ;,),/”i. ;,), 711115 I� �•rJ � , /Li1D3 Moisture, % of dry wt. (C) ,0; Io53cf," 5 ! ,L\ VS- 1 ; 31 Wt. of soil & -j 13 ', /1.00 ul, �'a (4.s'/ iy 69 t MO �' Wt. of-M„7• only - 1p. 3C, 1D )0, 56 /O , /0, `h DENSITY Net wt. of wet soil (D) i • (.0 DETERMINATION' Net wt. of dry soil (E) '1 I 3 . '�� 3. �--) "12. (O1 X 61 Ht. of sample - Calif. (G) Dry Density, lbs/cu ft (H) 9 % 7& gg.80 p9, . S Q • "!� r Needle Size PENETROMETER Resistance Reading Resistance, lbs/sq in 9:0389 V67P,1(J) * Then add piston and se,* with owa . COMPACTION TEST DATA PAGE NO.A_OF 4,2 b-DI O No. I Client J��,,,�(�a� 1�� ^^ ce Location �`f1' fro‘ . J' 371b •Sampled ( i By Tested j.,„jAask By ( M Checked By Soil Sample No. S R " i9 SAMPLE DESCRIPTION Specific Gravity Depth or Elevation ---9° -)51 --9° -)S % Passing 3/4" % Passing 1/4" Compaction Proctor tandard Q Modified Calif. method (F, G) 0 AASHO AASHO Cylinder - cu. ft. 1/20 1/30 1/30 Variable TEST Rammer - lbs. 5 1/2 5 1/2 10 10 SPECIFICATIONS Drop - inches 18 12 18 18 p51 W1 x-651 Layers 3 3 5 5 Blows per layer 25 25 25 20 * Wt. of moisture added 35-0 Dish number c9B R Wt. of soil & dish Cs 57,0,6R Dry wt. soil & dish c) 449,44o MOISTURE Net loss of moisture (B) DETERMINATION 5 9(.23 Wt. of dish only cS 15 U2 Net wt. of dry soil (A) c, 40,80 Moisture, To of dry wt. (C) 20. 70 Wt. of soil & 1 ly S` WVO c) Wt. of t n , only lo 5t) wi DENSITY Net wt. of wet soil (D) '4 2.0 DETERMINATIONI Net wt. of dry soil (E) 3,-/E3 Ht. of sample - Calif. (G) Dry Density, lbs/cu ft (H) /Oq 4 r Needle Size PENETROMETER Resistance Reading Resistance, lbs/sq in9 dCB9 *57P.I(31 * Then add piston and seat with 5 blows. CONSOLIDATION TEST CLIENT Industrial Compliance JOB NO . 2110-01 BORING NO. SB-19 SAMPLED 12-18-91 DEPTH 2O-25 ' TEST STARTED 12-26-91 SR SAMPLE NO . Proj . # 2-3716 TEST FINISHED 12-31-91 SOIL DESCR. D&M SETUP NO. ATT-01 SAMPLE DIA. ( in) 1 . 938 INITIAL HT . ( in) 1 . 000 MOISTURE/DENSITY BEFORE AFTER LOAD CONSOL. DATA TEST TEST (PSF) ( IN. ) Wt . Soil & Ring(s) (g) 193 . 4 199 . 9 100 0 . 0004 Wt . Ring(s) (g) 45 . 1 45 . 1 100 -0 . 0384 Wt . Soil (g) 148 . 3 154 . 8 200 -0 . 0377 Wet Density PCF 191 . 5 206 . 8 400 -0 . 0343 800 -0 . 0259 Wt . Wet Soil & Pan (g) 152 . 0 158 . 5 1600 -0 . 0118 Wt . Dry Soil & Pan (g) 134 . 7 134 . 7 3200 0 . 0049 Wt . Lost Moisture (g) 17 . 3 23 . 8 6400 0 .0332 Wt . of Pan Only (g) 3 . 7 3 . 7 Wt . of Dry Soil (g) 131 . 0 131 . 0 'oisture Content % 13 . 2 18 . 2 fry Density PCF 169 . 2 175 . 0 Max. Dry Density PCF Percent Compaction LOAD LOG p CONSOL. DEFL. VOID (PSF) ( IN. ) ( IN. ) RATIO e 100 2 . 000 0 . 0004 -0 . 0004 0 . 5113 100 2 . 000 -0 . 0384 0 . 0384 0 . 5700 200 2 . 301 -0 . 0377 0 . 0377 0 . 5689 400 2 . 602 -0 . 0343 0 . 0343 0. 5638 800 2 . 903 -0 . 0259 0 . 0259 0 . 5511 1600 3 . 204 -0. 0118 0. 0118 0 . 5297 3200 3 . 505 0 . 0049 -0 . 0049 0 . 5045 6400 3 . 806 0 . 0332 -0 . 0332 0 . 4617 .gip. Gr . (g/cc) 2 . 650 Init . Ht . Solids ( cm) 1 . 680 Init . Ht . Voids ( cm) 0 . 860 Init . Void Ratio 0 . 5119 ADVANCED TERRA TESTING, INC . 9 :. 3989 I ' 0 I I I a° 0 I ri I I I N 1 I % I P H I /rte I u I e I C I I I ' i %/ I:- I I 1 i I I V 1 I I I 0 N • I - p I �/ r N 7 II I VLi 1 d ct-c_.) a I7 I n a. a. 2 — I I i I -I I °o ° oi <-1-- v "' O cn OD 1 m %! I I— I I ku /0 I I I � 0 y I N n Cn 1 I i I o l I I I I ( ) / I I 1 mo i I I I r N I NI I I I I I I ' I -I, 8 I I I I o c-4 rn ^ C n 0 4 O ro ,-r- O O O O O O U' d o 5 5 O 5 5 c Cj C7 C_) I ( NI% N1) —I OSN00 920389 • ► I I I I O u /-1 r } �'I- w z°-.11::--- � I I I . I C) I � � .1//- ') a: t r I . I I t ;VI o � i r I I ,;� 1 , , 1 . CNI I ,0 I I i u Q (—) t�A mec) I I I--.T- I c7 o_ v rnI I I + N m I I ij N o Q cn ' I u /IS . I 1 I t I 1 Cl 1 I I I I i o fI 1l/ _ r 1 , / I 1 I 1 ,(< 11D I I i I¢ o ! , I 1 I o i IN II , 1 { I 1 III' III I , U I I I p I 1 I I `� � I f l c`•I C O O M c O rn (x) 11` cis Ln LnLn tf) U7 to to t(7 4 -7- i H ci f_i c7 d n ci c i H ci c_Ti OLLVd QiOA • 9,40389 CONSOLIDATION TEST DATA SHEET - csr319 PAGE_—OF 1 /�5l(P C Ic5r5- 4 A JOB 7 i5v AL 41"/ , ( )orn!}i_/F4fJCdr C,4 Jtine• 132c..,31147-31/1. JOB NO. r rO-o! DATE SAMPLED 'Z - 9 ' BORING NO. 5J3- /9' 'EST STARTED Jr : C.- - BY � TEST FINISHED 0.--..al-4i BY !-i DEPTH 2L- 'L..'1- SOIL TYPE 17 a er CONSOUDOMETER NO. Al 7-T - / INITIAL SAMPLE HEIGHT / tZ)' 2 --4 A =z.?. ` - ,n,7 -5 1%_; = 2 e. BEFORE AFTER MOISTURE & DENSITY DATA TEST TEST TEST INSTRUCTIONS WT.OF RING(S). SOIL1 - /93JZ— — _ 1,91.Ear___ LOAD CYCLE /c,'-' Li--c. / WT.OF RING(S)ONLY, *Pr UEs' 41-708 ,!L•.:.• WT.OF SOIL (NET) 9 _ - -_- — - - -- -- -- - G.MfrL WET DENSITY IN LBS/CU. FT.* _____ __ -- — — —_ — — — — — SPECIAL INSTRUCTION AND NOTES WT. OF WET SOIL + DISH NOS-- —---— — — — —— — —— — 47_`a&-`L ` 'T'.,, - . . r,•r."- .Of -"SC INT.OF DRY SOIL + DISH WT. OF LOST MOISTURE _—--- - - — — — —--- I'-,1"'`. ' . r'A.'. '- / :r.-)d i /79 805 WT. OF DISH ONLY 3.-P0 ;•70 Lt�� = 11. 02 1WT.OF DRY SOIL 7 __ - _ - - - -- — -- -- tLs = I71 029 /2 4r. 29,'li) = /•4$uUrn-> MOISTUREAS%OFDRYWT. _ - __- _ - -.. - - - - -- ' •U = Z'S'G:i'4_R0QAxetZ _,EP`OOerr) DRY DENSITY IN LBS/CU. FT. 20 r. /`/-16040:-64/1 480/..; ern.: . S1/9.,fr. 1 r=71.f.16 1 C0' • ;^''2 Z. • 94413 E' DIAL EO"O" TOTAL E.. DIAL COI•ISOL, TOTAL LAPSED LO AO REAOlNG UNDER CONSOL, LAPSED LOAD READING UNDER CONSOL- DATE TIME TIME IpSF) THIS GATE TIME TIMETHIS IN 1.0001 IN.) IDATION IN IPS F) 1.0001 IN.) IDATION LOAD LOAD MINS. PAINS. , 7!. 41 11.27 /tic) ,12.-5.6,12.-5.6.--9/-3 -'l' 1114. I :_24)O , 342(. /432 . 3.,43 1117 2 , 3'(,.? IC'S° 4129 ,,E 4 . 0004 /.)- 5_.c-• r3,.. / C1\./E7 _ /4.5-7 • 31.49 .aoh4 .c '4 /L 1'1 I 'J T,2 1 - L,dp0 1GT2 2 , .it'r'7E? /L5R I VI-2, -I 173Q . 3772 /6,7.9 2. •31/a - 12.771/ OR.:7c- 3H/5— 12- 41-91 ;aqg_ ."5O--2 .GCE'I •0772 /rl_"d 114/7 — ? . ô '4 ?On I /&- - / 38// /C1.:G. 2 .3' /d 1/2F •"?.?= o7 -.0774- -.o 3-7- _ 4041 I jrz,/ 1 .37$$ i'2!-- 7 37,940 �l.,1I.5- • 7772 . i4..0i 3.7`9 —.033(1- 03.43 11-'CG., I GC 9 I 3722 I !.)O 2. ,.'37JB i2-z4,--'I DC 1'1/ . Gf'' " - Tfr4S r =0 I-4 a!'re, — '2.. '{ / 1)E;--cj 7.-T.7 , ///c- . 7..re 7 007'1 —.O"g ' ADVANCED TERRA TESTI1C CONTINUED ON REVERSE SIDE 92'0353 PERMEABILITY TEST - BACK PRESSURE CONSTANT HEAD CLIENT Industrial Compliance, Inc. JOB NO. 2110-01 BORING NO. 19 SAMPLED 11-91 DEPTH 20 — 25' TEST STARTED 12-28-91 DCW SAMPLE NO. SB-19 TEST FINISHED 01-06-92 SOIL DESCR. WSDC, Proj. 2-3716 SETUP NO. 3P TEST TYPE TX/Pbp SATURATED TEST Yes CONF. PRES. PSF 720 AT FIELD MOIST. No MOISTURE/DENSITY BEFORE AFTER DATA TEST TEST Wt. Soil + Moisture (g) 444.2 469.4 Wt. Wet Soil & Pan (g) 453.5 478.8 �l Wt. Dry Soil & Pan (g) 395.5 395.5 Wt. Lost Moisture (g) 58.1 83.3 Wt. of Pan Only (g) 9.4 9.4 Wt. of Dry Soil (g) 386.1 386.1 Moisture Content % 15.0 21.6 Wet Density PCF 123.5 132.7 Dry Density PCF 107.4 109.1 Init. Diameter (in) 2.403 (cm) 6.104 Init. Area (sq in) 4.535 (sq cm) 29.261 Init. Height (in) 3.020 (cm) 7.671 Vol. Bef. Consol. (cu ft) 0.00793 Vol. After Consol. (cu ft) 0.00780 Effective Porosity % 37.72 Constant Head (PSI) 2.00 (cm) 140.79 Time Time Init. Final Head Permeability Burette Burette Corr. k Min Sec CC CC CC cm/sec 1343.0 80580 38.5 36.2 16.3 6.0E-08 1433.0 85980 36.2 33.4 18.7 7.0E-08 1391.0 83460 49.9 48.4 5.4 3.5E-08 1484.0 89040 48.4 44.8 7.8 7.9E-08 1444.0 86640 44.8 42.9 10.3 4.4E-08 1373.0 82380 42.9 35.1 14.8 2.0E-07 1560.0 93600 50.0 48.1 5.5 3.9E-08 1347.0 80820 48.1 47.2 6.8 2.2E-08 1452.0 87120 47.2 44.3 8.5 6.6E-08 1447.0 86820 44.3 41.3 11.3 7.0E-08 1445.0 86700 41.3 40.4 13.1 2.1E-08 1455.0 87300 40.4 38.9 14.2 3.5E-08 1503.0 90180 38.9 38.0 15.3 2.1E-08 1444.0 86640 38.0 37.1 16.1 2.2E-08 1375.0 82500 37.1 36.2 17.0 2.3E-08 1395.0 83700 36.2 35.7 17.6 1.3E-08 1465.0 87900 35.7 34.9 18.2 1.9E-08 ADVANCED TERRA TESTING, INCA -A�139 TRIAXAL COMPRESSION TEST DATA CLIENT Industrial Compliance, Inc. JOB NO. 2110-01 BORING NO. 19 SAMPLED 11-91 _ DEPTH 20 - 25' TEST STARTED 12-28-91 DCW SAMPLE NO. SB-19 TEST FINISHED 01-06-92 SOIL DESCR. WSDC, Prof. 2-3716 SETUP NO. 3P TEST TYPE TX/Pbp SATURATED TEST Yes CONF. PRES. PSF 720 AT FIELD MOIST. No SATURATION DATA Cell Back Burette Pore Pres. Pres. Reading Pressure (PSI) (PSI) (CC) (PSI) Change B Close Open Close Open 40.0 38.0 0.0 10.1 50.0 48.0 7.8 9.0 38.3 46.5 8.2 0.82 60.0 58.0 9.3 10.4 48.4 57.2 8.8 0.88 70.0 68.0 10.5 11.5 58.4 67.7 9.3 0.98 80.0 11.8 11.9 68.6 78.2 9.6 0.98 CONSOLIDATION DATA Elapsed SQRT Burette Volume Time Time Reading Defl. (Min) (Min) (CC) (cc) 0.00 0.00 11.90 0.00 0.25 0.50 12.78 -0.88 8.5 0.71 12.88 -0.97 1 1.00 12.98 -1.07 2 1.41 13.03 -1.13 4 2.00 13.05 -1.15 9 3.00 13.10 -1.20 16 4.00 13.13 -1.22 30 5.48 13.15 -1.25 60 7.75 13.20 -1.30 120 10.95 13.20 -1.30 240 15.49 13.20 -1.30 360 18.97 13.23 -1.32 Initial Height (in) 3.020 Init. Vol. (CC) 224.48 Height Change (in) 0.031 Vol. Change (CC) 16.80 Ht. After Cons. (in) 2.989 Cell Exp. (CC) 13.20 Initial Area (sq in) 4.535 Net Change (CC) 3.60 Area After Cons. (sq in) 4.509 Cons. Vol. (CC) 220.88 ADVANCED TERRA TESTING, INC. 9lr�e8® 0 t - Q <a 1-9 r _ ca 0 r N Q H. r r w Qi21 (3 O Z_ Z 0 z Ii w� 4 Z1 . . - . O CD Q a0 U " ' co -1- N in N do _ .--""�`__ 7 �� O O O r N l •ct' 11') CD N CC r r N M •c' O O O O O O O O O I r r .- I I I I I I I I I I I I I oo — No11331J3a 3Wfl7OA 9l..OJ89 MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO . 2110-01 BORING NO. SB-2O SAMPLED 11-21-91 DEPTH 25 - 30 ' DATE TESTED 12-28-91 SR - SAMPLE NO . 2-3716 WASH SIEVE Yes SOIL DESCR. WSDC DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 265 . 5 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 251 . 0 Weight of Pan (g) 9 . 4 Wt . Wet Soil & Pan (g) 265 . 5 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 251 . 0 Before Washing 241 . 7 Wt . Lost Moisture (g) 14 . 5 Wt . Dry Soil & Pan Wt . of Pan Only (g) 9 . 4 After Washing (g) 85 . 2 Wt . of Dry Soil (g) 241 . 7 Wt . of Dry Soil Moisture Content % 6. 0 After Washing (g) 75 . 8 'ry Density PCF -#200 Wash. Out % 68 . 6 ADVANCED TERRA TESTING , INC. 920389 MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY JLIENT Industrial Compliance, Inc . JOB NO. 2110-01 BORING NO. SB-21 SAMPLED 11-22-91 DEPTH 20 - 25 ' DATE TESTED 12-28-91 SR SAMPLE NO. 2-3716 WASH SIEVE Yes SOIL DESCR. WSDC DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 258 . 6 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 245 . 8 Weight of Pan (g) 9 . 1 Wt . Wet Soil & Pan (g) 258 . 6 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 245 . 8 Before Washing 236 . 7 Wt . Lost Moisture (g) 12 . 9 Wt . Dry Soil & Pan Wt . of Pan Only (g) 9 . 1 After Washing (g) 62 . 5 Wt . of Dry Soil (g) 236 . 7 Wt . of Dry Soil Moisture Content % 5 . 4 After Washing (g) 53 . 4 Dry Density PCF -#200 Wash. Out ' % 77 . 4 • ADVANCED TERRA TESTING , INC. 90969 ATTERBERG LIMITS TEST DATA oo ` CLI ENT/OWNER 1r/u511r,�( jm-/3, o-vice. 1n( FIELD CLASSIFICATION LOCATION fro, W5 (DC. 1 fo,. ¢a" 3714 LABORATORY CLASSIFICATION BORING _o2 / _ SAMPLE S IS:d.l_ DEPTH a0_,;2 S_ FIELD DENSITY BY. .. . -,--/---/__. DETERMINATION 1 2 OETERMINAT ION • 1 2 NUMBER OF RINGS DISH WT .OFRINGS + WET SOIL WT OF DISH 4 WET SOIL WT OF RINGS .... ....- - WT OF DISH ♦ DRY SOIL '••WT OF WET SOIL WT OF MOISTURE FIELD DENSITY WT OF DISH DRY DENSITY WT OF DRY SOIL THIS IS AN 118-INCH THREAD FIELD MOISTURE CONTENT PLASTIC LIMIT BY -sa,12-/r/9l• DETERMINATION 1 2 3 U 5 6 DISH 73 /3 3GA 7s fl WT OF DISK + WET SOIL It 92 ............ 1r oi, WT OF DISH + DRY SOI L pp .7 ,9.5"-- 1 O 21 i T.72 7• WT OF MOISTURE .9 I ,34 .[:.2.7 WT•OF DISH .9. 1,/ ., •• J.6.11. .. WT OF DRY SOIL 9 4,.4.3 R HS t /./R9 MOISTURE CONTENT ✓ , /S7 1r I 1577 LIQUID LIMIT DETERMINATION 1 2 3 LL 5 f 6 DISH 22 A 79 R 6 / l0'7 77 6 NUMBER OF BLOWS `3Q 3,,1t 2'-] /R a t. WT OF DISH + WET SOIL g /93.M /5--tr 7o•I!o /K'..X.Q ,..,4,3:Za WT OF DISH + DRY SOIL I 12.. 16.9(n , g Or 11 . v9 13. 11 WI OF MOISTURE R. (,7.8. ..f,'19 4. I I rl1 4.,41 • WT OF DISH 1.3.2 / ' / 3/ /- 3'! I. 3Z WT OF -DRYSOIL �•./ ' a .H e... 9•4.-i 12.'4 10 /T 11.79 MOISTURE CONTENT f7u N4.9 '• - , t!• 4A O To,7S t'••l,"7 LIQUID LIMIT 0 tO 20 30 40 50 60 70 008 III I1 FLOW CURVE PLASTICITY CHART 1 CH b x w z eG • c G CL r U SZ ~_ W J U Ir �_. _ 20— H H _co „fa , 0 MH & OH -' 0. z .f6 10 • W ,4'? CL•ML' L & OL 14 N,, f�—M f I I I 1111 1111 I I II 1111 1 III D 5 7 10 IS 20 25 30 40 50 NUMBER OF BLOWS SUMMARY DRY DENSITY MOISTURE LIOU10 LIMIT PLASTIC LIMIT PLASTICITY INDEX IDENTIFICATION CONTENT JI6d�/29 `17 9 i c. ;7 Z l c c_ 038 v ADYAdC.ED TERRA TESTIHD Sample No. ",B "- I Depth ;0 ".25 Elevation Soil Location 7ro ecf " 61J50C yr�jeef- a - 32 / 6 Optimum Moisture Content 17,7 9b Maximum Dry Density 109.5 PCF Method of Compaction A5rn1 D - 69 $ ,q MOISTURE CONTENT IN % OF DRY WEIGHT 0 5 10 15 20 25 150 + . T —+ r -. , yam , r7 II Ir 4T-r: 1-4 140 }t ;--.'.l . .. + + , . . . . _ i + - .-4-- ---t .. - .T _ . . t __ .. . 4 , r . _ . .. L . . ,.- . , ♦ U. 130 I r-t-r-t - t-t :. .._ ; . . . ._ . ,_, . . . .-1 +.. , . . _... , . . - ZERO- AIR . . . . c. O _ . +-• - .. - 4 . . , . . VOIDS CURVE 4 120 F f-t-,- - - . • .1 .-.I ,-t-.. . , , , ♦. , (73 -+ 1 -- -: r+ T. , . Ill -f--.}-, . 3 I F . 1,,—t , ._,...1. r t 4 r; G CC __ . 110 , < 1 1001 , , � 100 90 0 LL COMPACTION TEST DATA ADYARC[D TERRA TtSTIRC 44 9B9 COMPACTION TEST DATA PAGE NO.i OF 1 Tab No.a2/(0 -02) Client ilndo51ria1 Co,"P(;ance _JAG nc Location iroy -LA)50G ?raj-4-2"3716 S�.npled R 9 By Tested 1 d/026/91 By Da Checked By Soil Sample No. 5 a "a ( SAMPLE r DESCRIPTION Specific Gravity Depth or Elevation e10 '?5 % Passing 3/4" % Passing 1/4" Compaction Proctor Standard ❑ Modified method (F, G) 0 rg AASHO AASHO Calif. Cylinder - cu. ft. 1/20 1/30 1/30 Variable TEST Rammer - lbs. 5 1/2 5 1/2 10 10 SPECIFICATIONS Drop - inches 18 12 18 18 D_ 693 A Layers 3 3 5 5 Blows per layer 25 25 25 20 * Wt. of moisture_ addedm ( )00 6300 50 300 350 _. _. . — ew Dish number / r ' 0209 ;410 5-57 ( 7R Wt. of soil & dish 5 q15 44/ 5o/,7 ' C/86.65 376 68 y73.ov Dry wt. soil & dish g gas. T'a 4139, Is, g16 .o9 3/6 , 60 32975 MOISTURE DETERMINATION Net loss of moisture (B)o) gq,5a 63. 54 e 9 G, 60, 6T 33•x9 Wt. of dish only `3 V• 41 3 x, 80 8. 73 S. 417 c1. 3e Net wt. of dry soil (A) 9 395. 69 c(:zy.38 cIJB•,:�; 3o7• h3 3k- 37 Moisture, % of dry wt. (C) ir. 5� 1c.i . $o / 1. /4 /u, 53 :2/. Wt. of soil & ` _ ic1.3if 7q- 6( /4. 5 a rt(• 13 ^o/a Wt. of that only /0 . 36 l o 36 (0.36 /0. 36 /0. 36 ,,,ra DENSITY Net wt. of wet soil (D) 3. 5 7 3, 1 ' t/ ,-; 1 !../. / 6 il, /7 DETERMINATIONI Net wt. of dry soil (E) 3 0/ ') 3. 63 3 . 417 3. (O Ht. of sample - Calif. (G) Dry Density, lbs/cu ft (H) 95 , a pc( .00 lo, 9 /0t( t/ /Q,. .6 Needle Size PENETROMETER Resistance Reading Resistance, lbs/sq in 9 89 951P,1(3) * Then add piston and sear with c blows. MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO . 2110-01 BORING NO. SB-22 SAMPLED 11-22-91 DEPTH 20 - 25 ' DATE TESTED 12-27-91 SR SAMPLE NO. 2-3716 WASH SIEVE Yes SOIL DESCR. WSDC DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 258 . 7 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 248 . 0 Weight of Pan (g) 8 . 7 Wt . Wet Soil & Pan (g) 258 . 7 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 248 . 0 Before Washing 239 . 2 Wt . Lost Moisture (g) 10 . 7 Wt . Dry Soil & Pan Wt . of Pan Only (g) 8 . 7 After Washing (g) 23 . 4 Wt . of Dry Soil (g) 239 . 2 Wt . of Dry Soil Moisture Content % 4 . 5 After Washing (g) 14 . 7 ry Density PCF -#200 Wash. Out % 93 . 9 ADVANCED TERRA TESTI*Gyre ATTERBERG LIMITS TEST DATA JOB NO. ,. CLIENT/OWNER LAduS 'o-1 (4 1 /•c-^cc 7 FIELD CLASSIFICATION l ' LOCATION I'rcl , ;.A) C 1/0•�. a " S)15 LABORATORY CLASSIFICATION BORING _Q a_ SAMPLE Si3-a ; DEPTH _6--'" FIELD DENSITY BY. _ _ _ ,__/__/._• DETERMINATION 1 2 DETERMINATION 1 2 NUMBER OF RINGS DISH WT OF RINGS + WET SOIL WT OF DISH + WET SOIL WT OF RINGS .....^•••••Y'•�~• WT OF DISH ♦ DRY SOIL ,••WT OF WET SOIL WT OF MOISTURE FIELD DENSITY WT OF DISH DRY DENSITY WT OF DRY SOIL THIS IS AN 1/8-INCH THREAD FIELD MOISTURE CONTENT PLASTIC LIMIT BY _ ttn./049_1. DETERMINATION 1 2 3 4 5 6 -DISH 60C .2`ac WT OF-DISH + WET SOILq 1.15 4, qQ WT OF DISH + DRY SOIL 3 '.00 ID, ;'3' WT OF MOISTURE 9 I.IS I WT OF DISH _9 I•U I,01., ••WT OF DRY SOIL 4 6,9a' q,"7 1,2 MOISTURE CONTENT 00 II.L a IL. 67 LIQUID LIMIT DETERMINATION 1 2 3 4 5 6 DISH a5.(. t/S C. 53c 020 /6/i 1' c. NUMBER OF BLOWS 31. ')n t Z8+ ao ILA /0 WT OF DISH + WET SOILc5 /T7y47i /9 oo 13. 33 /R. 5 u/ 35 /a , 11 WT OF DISH + DRY SOIL 9 /e. 46, .g. ay 9•v_ 9•'C / ,N0 9. 7/ WT OF MOISTURE 3 (Pi 43. 'Ho 1-1.3I '7, 1/, 4 95 4.40 WT OF DISH 9I o8 /.0G 1,05 1.0; lot _L2.1... WT OF DRY SOIL 9 9.5g 1 I $ 'J.9? '7 35 733 6 .76 MOISTURE CONTENT tei0 L19.90 52.,3'7 S .I.O$ 56 .60 '19•9a 65. 09 LIQUID LIMIT 0 10 20 30 +0 50 60 70 So G8 1 TIM 50 FLOW CURVE PLASTICITY CHART 1 44 VH 40 ,1xH 1z vW 2F60 30 _00\ CL Y 51 — ta 5 4 —T—l 20- , i Cl, N SM `� < MH & OH x 5S a o SO rcL•ML'fysis'.-._ML & OL I I I II II I I I I I I I I I I I 1 1 I I I I 0 q 5 7 10 I5 .0 25 30 40 50 NUMBER OF BLOWS SUMMARY MOISTURE PLASTICITY DRY DENSITY CONTENT LIQUID LIMIT PLASTIC LIMIT hNO E% IDENTIFICATION �,(1 363 /-� �]2 r% .t) k(r, I. 3..S . L� C k{ ADYAtICF0 TtRRA TtSTII11 Sample No. 58 '2 Depth Z0-25 Elevation Soil Location P4oyecT - GJ5PC PRo5aer s 2-3?i4 Optimum Moisture Content 1 r 5- Maximum Dry Density /o9. 2. Ac P Method of Compaction Air PI D 64814 MOISTURE CONTENT IN % OF DRY WEIGHT 0 5 10 15 20 25 150 I I _.yy....,.-- a' _1,~} t +1.I 4. r ... . 4-r . .-. I I j -._. . i -1,, ..-r -.- +-.�' t ..r - 1 +.�.. ..-: , . . t. 4.. I. 4 I y-. t -1--1--4-4 11. - , -+--, 1�i 1-+ti+-ri _ - r r _ P . ✓'--1 I-- � i+ . t'-_ . t I 44-44 _ ._. H Y I • , •-.a i . I r 1 T. 44 � J. , 140 I I 1 I I I I a I i I f• t--4 . --. , -- - + :_ ... + . . , . , I I- .-+ I+r T-. 1.rr- . , ate. -. ± r • , f-.4. 1I --. + «J-- rte-- -t-1-1----+ L»..• , _ rr, ,-i . . . .. -- 1 . , . 4- - j . 130 -,..- L-.--+.--«-1-_1--• __ - . .. _. , ,...r_ : ZERO AIR- _; . - . :. . - o - ,-+-- . --- - -_x... . - - VOIDS CURVE ... 120 I I } Y 1 {--r-t r— •--F-t •1 I -• -t _ t w f I • I t .� 1 4 r t...,_,_1 t i. . ,. + :-. I . . > +—r+--+—r-- } 1 o "--• 4-r "4t --1- t i 1t t- , , I . . • 110 ! 1 r 100 _--_. 2.7 U . . y -4-, ___ 90 4 CD LL COMPACTION TEST DATA ADMAtKt0 T(t�RRA Tt1TIIIIC J.-'..,-; , COMPACTION TEST DATA PAGE No.1_0F I�+b No.2110-01 Client 7nr)us-( ro,i Co....?C a.ce "5" - Location 7ro;cc( " W50C P<,,e, I .4-37u S_.epled By Tested /:-/,3h/ By Oa Checked By Soil Sample No. i3" a9- SAMPLE ' DESCRIPTION Specific Gravity Depth or Elevation 026 - 5 % Passing 3/4"" % Passing 1/4" Compaction Standard Modified method (F,G) O Proctor AASHO ❑ AASHO O Calif. Cylinder - cu. ft. 1/20 1/30 1/30 Variable TEST Rammer - lbs. 5 1/2 5 1/2 10 10 SPECIFICATIONS Drop - inches 18 12 18 18 A51-IM 69 $ 4 Layers La ers 3 3 5 5 Blows per layer 25 25 25 20 * Wt. of moisture added .,O ,rO 0o ?c 2o0 Dish number / 7 '57y S53 /V ;2/U Wt. of soil & dish 5 4346 • /3 32s•ael W.I. 49 c/s'c/3, qs q3 Dry wt. soil & dish 9 401 , 7.6 337,52_ 406.55 38.44 3B3,%5 MOISTURE Net loss of moisture (B)j DETERMINATION 34,4 3 2 • 7 Z 5"6. 19 42 44 70./6 Wt. of dish only q F.53 1,0 $ 9- 6 S', 9i( 1, 77 Net wt. of dry soil (A) J 39z.(3?- 32$ .44 .?97,29 383.4 fl'?48 Moisture, % of dry wt. (C) 9.27 11.49 /3 .8`] 1c. z8 /8.49 Wt. of soil & -tlf /3 9S 0, 0.. /e/ 33 /L/ c - /47.6 Z nro d Wt. of tray only �-t (0 . 3 a /O 34., 7O, 3j& /o, 36 10 3G n+ufJ soil (D)Net wt. of wet 3 5`1 DENSITY3, 66 i9 A. IC; gzCo DETERMINATIONI Net wt. of dry soil (E) a.2'1 3.23 3.49 33.8 3. 60 Ht. of sample - Calif. (G) Dry Density, lbs/cu ft (H) fiR r qg• ,r /04,(0 104.3 /oa a Needle Size PENETROMETER Resistance Reading -43983 Resistance, lbs/sq in 9157P.1(3) * Then add piston and seat with 5 blows. COMPACTION TEST DATA PAGE NO. OF Iob No. 110'0I ClientCnnu5tr,µ Location� ��' ?{lu.,-, �-�<, /oar 415 C Pa; ., S7/6 espied l2l Att By Tested ,;,. (e9/..161( By O Checked By Soil Sample No. 5 ' ,- SAMPLE DESCRIPTION Specific Gravity Depth or Elevation ) ' .:? % Passing 3/4" To Passing 1/4" Compaction y�(Standard Modified method (F, G) 0 Proctor 1 AASHO 0AASHO ❑ Calif. Cylinder - cu. ft. 1/20 1/30 1/30 Variable TEST Rammer - lbs. 5 1/2 5 1/2 10 10 SPECIFICATIONS Drop - inches 18 12 18 18 A51111 4, Layers 3 3 5 5 Blows per layer 25 25 25 20 * Wt. of moisture added pH 35O, Dish number Wt. of soil & dish c qq'. DO Dry wt. soil & dish 9 go, y! MOISTURE Net loss of moisture (B)' DETERMINATION Q4 Wt. of dish only Net wt. of dry soil (A) « 399 36 Moisture, % of dry wt. (C) .2) y/ Wt. of soil & d 'aIy , 55 no lo, Wt. of 'Pray, only ID 3G DENSITY Net wt. of wet soil (D) DETERMINATIONS Net wt. of dry soil (E) 3.q ) Ht. of sample - Calif. (G) Dry Density, lbs/cu ft (H) 'D%/ / Needle Size PENETROMETER Resistance Reading Resistance, lbs/sq in 920989 957P,I(3) * Then add piston and seat with 5 blows. PERMEABILITY TEST - BACK PRESSURE CONSTANT HEAD CLIENT Industrial Compliance, Inc. JOB NO. 2110-01 BORING NO. 22 SAMPLED 11-90 DEPTH 20 - 25' TEST STARTED 12-28-91 DCW SAMPLE NO. SB-22 TEST FINISHED 01-23-92 SOIL DESCR. WSDC, Proj. 2-3716 SETUP NO. 2P TEST TYPE TX/Pbp SATURATED TEST Yes CONF. PRES. PSF 720 AT FIELD MOIST. No MOISTURE/DENSITY BEFORE AFTER DATA TEST TEST Wt. Soil + Moisture (g) 460.0 487.7 Wt. Wet Soil & Pan (g) 468.7 496.4 Wt. Dry Soil 5 Pan (g) 402.9 402.9 Wt. Lost Moisture (g) 65.8 93.5 Wt. of Pan Only (g) 8.7 8.7 Wt. of Dry Soil (g) 394.2 394.2 Moisture Content t 16.7 23.7 Wet Density PCF 126.6 129.4 Dry Density PCF 108.5 104.6 Init. Diameter (in) 2.405 (cm) 6.109 Init. Area (sq in) 4.543 (sq can) 29.310 Init. Height (in) 3.046 (cm) 7.737 Vol. Bef. Consol. (cu ft) 0.00801 Vol. After Consol. (cu ft) 0.00831 Effective Porosity % 39.75 Constant Head (PSI) 2.00 (cm) 140.79 Time Time Init. Final Head Permeability Burette Burette Corr. k Min Sec CC CC CC cm/sec 717.0 43020 50.1 28.5 14.5 1.0E-06 551.0 33060 49.9 34.3 11.9 9.3E-07 836.0 50160 49.7 30.1 14.0 7.8E-07 1476.0 88560 49.9 23.5 16.9 6.1E-07 1436.0 86160 49.8 23.3 17.0 6.3E-07 1362.0 81720 49.8 30.0 14.0 4.8E-07 1560.0 93600 50.1 32.5 12.7 3.7E-07 1300.0 78000 50.1 31.1 13.3 4.8E-07 1442.0 86520 50.1 29.3 14.1 4.8E-07 1454.0 87240 49.6 29.2 14.4 4.7E-07 1433.0 85980 49.7 27.2 15.3 5.3E-07 1430.0 85800 49.0 23.1 17.5 6.2E-07 1482.0 88920 48.6 37.0 11.3 2.6E-07 1430.0 85800 49.7 39.3 9.7 2.3E-07 1366.0 81960 49.7 36.1 11.2 3.2E-07 1352.0 81120 49.6 30.6 13.8 4.7E-07 1443.0 86580 49.6 31.5 13.4 4.2E-07 ADVANCED TERRA TESTING, INC. 9213989 TRIAXAL COMPRESSION TEST DATA CLIENT Industrial Compliance, Inc. JOB NO. 2110-01 BORING NO. 22 SAMPLED 11-90 DEPTH 20 — 25' TEST STARTED 12-28-91 DCW SAMPLE NO. SB-22 TEST FINISHED 01-23-92 SOIL DESCR. WSDC, Proj. 2-3716 SETUP NO. 2P TEST TYPE TX/Pbp SATURATED TEST Yes CONF. PRES. PSF 720 AT FIELD MOIST. No SATURATION DATA Cell Back Burette Pore Pres. Pres. Reading Pressure (PSI) (PSI) (CC) (PSI) Change B Close Open Close Open 40.0 38.0 0.0 0.0 50.0 48.0 -5.5 -4.1 38.2 47.4 9.2 0.92 60.0 58.0 -4.3 -3.1 48.3 57.7 9.4 0.94 70.0 68.0 -3.1 -1.9 58.3 67.9 9.6 0.98 80.0 -1.8 -1.7 68.5 78.3 9.8 0.98 CONSOLIDATION DATA Elapsed SQRT Burette Volume Time Time Reading Defl. (Min) (Min) (CC) (cc) 0.00 0.00 11.40 0.00 0.25 0.50 12.13 -0.72 0.5 0.71 12.18 -0.78 1 1.00 12.25 -0.85 2 1.41 12.38 -0.97 4 2.00 12.53 -1.13 9 3.00 12.75 -1.35 16 4.00 12.90 -1.50 30 5.48 13.10 -1.70 60 7.75 13.28 -1.88 120 10.95 13.38 -1.97 240 15.49 13.50 -2.10 360 18.97 13.55 -2.15 Initial Height (in) 3.046 Init. Vol. (CC) 226.79 Height Change (in) 0.008 Vol. Change (CC) 4.70 Ht. After Cons. (in) 3.038 Cell Exp. (CC) 13.20 Initial Area (sq in) 4.543 Net Change (CC) —8.50 Area After Cons. (sq in) 4.725 Cons. Vol. (CC) 235.29 ADVANCED TERRA TESTING, INC. 320989 O • 1 co oi C\4- H. C N r L� 0 U 0 Z - N CJ Z CI" Z OO o N W h - N c ® - '_' 0 c N 0 N O ca F - 0 D O.C U1 0 CC I— Z N .. (D CID o � 0 rn rt N N 0 © �— Q - I 0 O O N co 00 r N CD CO N N O O O O I I I I N I I I I I 00 - NO11O3133a 3Wf11On 920389 MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO . 2110-01 BORING NO. SB-23 SAMPLED 11-26-91 DEPTH 25 - 30 ' DATE TESTED 12-27-91 SR SAMPLE NO . 2-3716 WASH SIEVE Yes SOIL DESCR. WSDC DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 258 . 4 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 244 . 4 Weight of Pan (g) 9 . 2 Wt . Wet Soil & Pan (g) 258 . 4 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 244 . 4 Before Washing 235 . 2 Wt . Lost Moisture (g) 14 . 0 Wt . Dry Soil & Pan Wt . of Pan Only (g) 9 . 2 After Washing (g) 23 . 8 Wt . of Dry Soil (g) 23.5 . 2 Wt . of Dry Soil Moisture Content % 6 . 0 After Washing (g) 14 . 6 'ry Density PCF -#200 Wash. Out % 93 . 8 ADVANCED TERRA TESTING , INC . 9 A989 ATTERBERG LIMITS TEST DATA JOB Nu. FIELD CLASSIFICATION CLI ENT/OWNER ^�U s'tr:.>� Lol--IJ � r .rc LOCATION Pro S • AJS 'I)c. I n roi. 2 37/1-, LABORATORY CLASSIFICATION BORING a c� 3_ _ SAMPLE 58_a 3_ DEPTH ,;;S".- 30 FIELD DENSITY BY. _ _ _ ,__/__/.... DETERMINATION 1 2 DETERM hNAT ION 1 2 NUMBER OF RINGS DISH WT -OF RINGS + WET SOIL 'WT OF DISH + WET SOIL mo WT OF RINGS w.,••• �•M• WT OF DISH + DRY SOIL WT OF WET SOIL WT OF MOISTURE FIELD DENSITY WT OF DISH DRY DENSITY WT OF ORY SOIL THIS IS AN 1/B-INCH THREAD FIELD MOISTURE CONTENT PLASTIC LIMIT BY St,i2/2749.1. DETERMINATION 1 2 3 -4 5 6 DISH /pg T/ / I7 WT OF DISK + WET SOIL 49 8 :4 -7-7( 22 WT OF DISH + DRY SOIL 7z G RC) e•'i 7' WT OF MOISTURE .(.c - • 44e , t..7 WT OF DISK 9 13 I .1.22...— 1.31 WT OF-DRY SOIL p 4 03 S Y13 '/ 61 MOISTURE CONTENT d),) 17.'•1 17 •r• IF' 1 LIQUID LIMIT DETERMINATION 1 2 3 4 5 6 DISH 19 4 77,4 L413 Of / NUMBER OF BLOWS 4.19 3,1 24, 20 //; WT OF DISK + WET SOIL / -lo /`{.2= .....(.�.. i ....G.4.SCA /. .e.GP ••WT OF DISH + DRT SOIL pa7' -./ _-/ 4.,4.F • . 9- 1.( ..-7 9,89 wT OF MOISTURE 9 57.3.2. 471 vl o G.oti 17.9.7........ WT OF DISH T / 321 ?1I_L-n_. /,4Z r 3Z WT OF DRY SOIL 4 9./ 2. A./9 fl 22 9.44 B. t 7 MOISTURE CONTENT `A) f7,5' 'a T'S 9 (.l .`•I LH ,7 4.9.'7 LIQUID LIMIT 0 IO 20 30 40 50 60 70 80 I I I CHART SO FLOW CURVE i I : PLASTICITY lI L I I I I I ' liCH I I AD x 70 • I W Z C .30 - o :77 r u LL a- W • V 20- H N c 6.2. 0 MH & OH a J ID 58 • ZA CL•ML'nr ML & OL l 1 I 1111 ( III 1 111 till it i I 0 5 7 ID IS 20 25 30 40 50 NUMBER OF BLOWS SUMMARYMO (� 7J� DRY DENSITY CONTENT ITEI LIQUID LIMIT PLASTIC LIMIT PLASTICITY ll;jd9 INDEX IDENTIFICATION SAA C.,/ V _ l 1 '7 `144 l r_N ADVA9CtD TtRRp lt.STItiD • Sample No. 58-23 Depth 20-30 Elevation Soil Location Ppc'jnr - Gc9SDC Pao O'S' a2- 37' Optimum Moisture Content Maximum Dry Density Method of Compaction P s rm 0 698 A MOISTURE CONTENT IN % OF DRY WEIGHT 1500lit 5 10 15 20 25 , r 140 i 1 r- 130 ' r— . ' .- . , . . - . . _ . - ZERO- AIR . . . U . , I-}_, �- : f .-__. . . --- _, ' , VOIDS CURVE - -- • ca " t .--k —.+ . l } , --4- I . _ .. _ .4-w r 120 Ili ' i . ° x. 1 11 •1—• Ifc -• a-- +—r + tr , 100 I r- ! r «r.. I. t I . . , 1 _ ..( ,. .\ . . z.� / 1 `'�. k .. . 0 � � 90 _ . .. . . . . . . . N is COMPACTION TEST DATA ADYAIIC[D T[RRA T[STIfIC 920959 COMPACTION TEST DATA PAGE NO.1_OP_ - Yob No.' f0 -o Client indultt .t,.1 Cw- eI, < e ync Location Fr. ;ft I - GJ5 CC. Pro; 037/4 _mpled a/a By Tested ‘a\ }3/yi By DIA Checked By Soil Sample No. 5. 5 " 07 < SAMPLE DESCRIPTION Specific Gravity Depth or Elevation 3S" 30 / % Passing 3/4" % Passing 1/4" Compaction Standard Modified method (F, O) O Proctor AASHO 0 AASHO Calif.k Cylinder - cu. ft. 1/20 1/30 1/30 Variable TEST Rammer - lbs. 5 1/2 5 1/2 10 10 SPECIFICATIONS Drop - inches 18 12 18 18 A5T WI D_ e9q A Layers 3 3 5 5 Blows per layer 25 25 25 20 Wt. of moisture added /0O l50 020O ,,co 306 Dish number 5- 4,:tG rC f-rC G do 531 Wt. of soil & dish cl 57A /0 “5,ao ‘00.15- '-/So. as 4/30, 0 Dry wt. soil & dish q 3353O yz . 69 36.7,3`] 62,-7( 3s5,L5 MOISTURE Net loss of moisture (B) DETERMINATION c. 35,go Sq 61 6-4,44 eq,49 74‘86— Wt. of dish only c 73 4. SS 7,4/( 9. W 796 Net wt. of dry soil (A) 32G,5� q i9, I ass,28 273 3L 347.29 Moisture, % of dry -wt. (C) io 44, 13.24 / 01 18.08 z/,5S Wt. of soil & ;off # /3.3 /3. 90 /4/// /4%V /lb 5 � Wt. oftaay�pnly lb, 3C, lo. 36 1O, 31, /o. 34 )0 , 3c- /11 DENSITY Net wt. of wet soil (D) DETERMINATIONI Net wt. of dry soil (E) .31'1 3 - Ib 3.2` 3 .44 342 Ht. of sample - Calif. (O) Dry Density, lbs/cu ft (H) 94. i 93,g q7,6 /03 I / 07 r Needle Size PENETROMETER Resistance Reading Resistance, lbs/sq in 9:0;089 967P.if31 * Then add piston and seat Witt" S tonwa - COMPACTION TEST DATA PAGE NO.=OF Tab No.,2Il0'n( Client LO.)cc f r.o ( Conn??: ., cc_ Location rein S ..npled la l ,g - By Tested II.-t By ':�J Checked By Soil Sample No. 2 SAMPLE DESCRIPTION Specific Gravity Depth or Elevation 'C ',U To Passing 3/4" % Passing 1/4" Compaction Standard Modified method (F, G) 0 Proctor �( AASHO � AASHO 0 Calif. Cylinder - cu. ft. 1/20 1/30 1/30 Variable TEST Rammer - lbs. 5 1/2 5 1/2 10 10 SPECIFICATIONS Drop - inches 18 12 18 18 A51 Yn -O-6 93 Layers 3 3 5 5 Blows per layer 25 25 25 20 * Wt. of moisture added �!j Dish number Wt. of soil & dish 5y/ y� Dry wt. soil & dish `} qy3 /7 MOISTURE Net loss of moisture (B)< g2. DETERMINATION j `� Wt. of dish only 9 65 Net wt. of dry soil (A) 5 y3Sa Moisture, % of dry wt. (C) 2;( , ' t/ Wt. of soil & - 1 l I� J u, `� Wt. of train only-" 3 � I I0 , DENSITY Net wt. of wet soil (D) of ( 3 DETERMINATIONI Net wt. of dry soil (E) 3 . 36. Ht. of sample - Calif. (G) Dry Density, lbs/cu ft (H) /00. 9 • Needle Size PENETROMETER Resistance Reading Resistance, lbs/sq in 920989 967P.I(3) * Then add piston and seat with 5 blows. CONSOLIDATION TEST CLIENT Industrial Compliance JOB NO. 2110-01 BORING NO . SB-23 SAMPLED 12-18-91 DEPTH 25-30 ' TEST STARTED 12-26-91 SR SAMPLE NO . Proj . # 2-3716 TEST FINISHED 01-06-92 SOIL DESCR. D&M SETUP NO . ATT-02 SAMPLE DIA. ( in) 1 . 938 INITIAL HT . ( in) 1 . 000 MOISTURE/DENSITY BEFORE AFTER LOAD CONSOL . DATA TEST TEST (PSF) ( IN. ) Wt . Soil & Ring(s) (g) 188 . 0 198 . 3 100 -0 . 0002 Wt . Ring(s) (g) 44 . 9 44 . 9 100 -0 . 1309 Wt . Soil (g) 143 . 2 153 . 4 200 -0 . 1294 Wet Density PCF 184 . 9 206 . 6 400 -0 . 1223 800 -0 . 1043 Wt . Wet Soil & Pan (g) 146 . 8 157 . 1 1600 -0 . 0641 Wt . Dry Soil & Pan (g) 128 . 5 128 . 5 3200 -0 . 0348 Wt . Lost Moisture (g) 18 . 3 28 . 6 6400 0 . 0410 Wt . of Pan Only (g) 3 . 7 3 . 7 Wt . of Dry Soil (g) 124 . 8 124 . 8 Moisture Content % 14 . 7 22 . 9 ry Density PCF 161 . 2 168 . 1 Max. Dry Density PCF Percent Compaction LOAD LOG p CONSOL. DEFL. VOID (PSF) ( IN. ) ( IN. ) RATIO e 100 2 . 000 -0 . 0002 0 .0002 0 . 5871 100 2 . 000 -0 . 1309 0 . 1309 0 . 7945 200 2 . 301 -0 . 1294 0 . 1294 0 . 7921 400 2 . 602 -0 . 1223 0 . 1223 0. 7809 800 2 . 903 -0 . 1043 0 . 1043 0 . 7523 1600 3 . 204 -0. 0641 0. 0641 0. 6885 3200 3 . 505 -0 . 0348 0 . 0348 0 . 6420 6400 3 . 806 0 . 0410 -0 .0410 0 . 5217 3p. Gr . (g/cc) 2 . 650 Init . Ht . Solids ( cm) 1 . 601 Init . Ht . Voids ( cm) 0 . 939 Init . Void Ratio 0 . 5868 ADVANCED TERRA TESTING, INC . 920959 ! 1 I I I l I I I I I 1 i 1 1 I f I ! f 0 O I � � a �� ► i ro I I/ -,ii- /r I t I I I i I i f I I I I I I f I I r-; n /16 I I I I I f 1 i k I f JA S I t f 4 f I ! i cD 0 - ► -4 I H v , I } ., I I I I 1 I III ! I t rl I I ! f l I 1! I tII o f I j,/ I I ; ► I I 1 I ! 0 La -� D ,� ! I 11 1 Q ! 010 I i I I I • V), C_.) cap i I ,_,..., a2 I - i o0 m I 1 _i (;,f), ____I Z r-, 111 O i i I i i i ► CO O I rl 1 I 1 1 1 1 I I I I I I rs.i n I I 1 1 III i 1 1 I i fI l ► 0 O I / I I I I ^' 01 I I I L 1 I I 1 I i CD I I ,7.I `NJ I I I I t i f i t I I 1i Q 1 I ! T I I I 7 I I g:,- 4 2 O O O O O O O O O O O O O O O O O O �I i- O O) 0) N . FO) if) '- rr) (N n rte! rte) 4- I() 000000000000000 6 H ci (_i C i C7 ci O C_7 d d Q ci ri H (-5 Q C_7 Cl ci 1 I l I I CNI%'NI) 7OSNOO 92036 It I I I - -- i C i'" U / i,- H O <-t' I 4- - 7 Q, I // I I I I 0 I II II �j ) I i/ I I— o / o Li HI I I J J I- a O %® I I c I I i I w; n r.\1 CL a2 cO ter' r ci OO (�1 m l I / I I I v ___i 2 I I l 8 II JJI I I I N I-7' I • I O i1 I ;r ) il, I . I a I I c,d I I I 81 I o � hV CC C C C C C O O C 4 O O 4 c; n 7n co c}- (-.N O co cif c\l n co co ct r,l 03 n I` (` CO CO CO CO CO if) LC) LO ri 6 ri H c.i O O H ri ri H H ri H 6 a O11V2j OIOA 9. 09®9 CONSUL4DATIUN TEST DATA SHEET - _ PAGE__L-OF TC S •2.3 Br JOB -Li��Ir ISTR1 4L cm a_LeAdl�0c ,� c privy* Z-3714 JOB NO. 2110-4/ DATE SAMPLED /2-18-9/ BORING NO. S/T•?.3 TEST STARTED /2-26-4/ BY 4/R TEST FINISHED -6- l-.4 BY DEPTH 1755"- ''in ' SOIL TYPE 1DQ' CO . CONSOLIDOMETER NO. )0}TT' 2 INITIAL SAMPLE HEIGHT I !Y,"_ ry• TF/e m Qe- _4 ` 3' ,A,r"' JPdr 2 `5.- BEFORE AFTER MOISTURE & DENSITY DATA TEST TEST TEST INSTRUCTIONS WT.OF RING(S). SOIL.? _ / 86O1— _ _ 192.V___ LOAD CYCLE !OU (.)i-'1' 2LP WT.OF RINGS)ONLY9 '-/'4•i'G '-/'/ qt. ;XJ qr.." / 4C.?LJ 3 GIC WT. OF SOIL (NET)i+ _ _ __ _ — _ _ - - - --_ G�UU WET DENSITY IN LBS/CU. FT.* ---- ---- - - - -- - - - - - - - -- - _ SPECIAL INSTRUCTION AND NOTES WT.OF WET SOIL . DISH NO,—`'/�--- ----- - - - --- -- - ,-51)4-7-e Z. 4,n<<c:-1 ',) /64., ner INT.OF DRY SOIL . DISH T"5" .-'c-' A1r . /7-)11X, WT. OF LOST MOISTURE --------_ _ - - ----_ ORN WT. 14i 4. I PFi t t r?.A/� r. /-7�'.�r. WT.OF DISH ONLY 9 3• t-9 3 4,cs .,S c 1 .4.e..11, WT.OF DRY SOIL __. __ _ - - -- - - - -- r5" = 12•IA•0,) 26.rr- 29yY)aI.G[:C7,..,,y MOISTURE AS%OF DRY WT. - - --_ - - - - - - - -- 1-/k/2" 2•S•1,E/ 4co7r•.0 ; , 9D:93Crn DRY DENSITY IN LBS/CU. FT. L2p = , '1 -?.' / / /,CIO 7 = . SBGE P 1-I c / 00-- .o•,Jo:.9S)G LAPSED LOAD DIAL ICONSO R LAPSED LO AO TOTAL DIAL TOTAL DATE TIME TIME READING CONSOL• READING CONSOL. IPSFI 1.0001 IN.1 THIS OATGATE TIME TIME IPSFI IN 1.0001 IN./ THISIN IDA TION MINS. LOAO MINS. LOAD ;2L-4/ !L/7 , /QO )2.-'2!_D-9/ 15"°5"< ..:.<u.? . 127../ /G?3 .O/RI lC,E-9 . J7CQ /4.-y7 . OIRr -.A"v17 -.C'`"C-7 r1'Z-�I-‘),_ ^}_2.-7_ IZ.Cr / /Or."T !;,2(d. . 1l99 -.Iti'. -./043-, I ...r/R 1 .L.)362 I (. 17 27 /0T1 1328 2 . l r.,l 3 - /757 . //3(, i444.4 . 0.13-18 /A ?'7 , 176.2 Is-`»'7 ,(,e,'' I /2-2i-41 D&24 /•17Z I-2.—q2_ vr'•-1 ,.,:178/ _ OA 77 , / `/7.' (:9.71t! 07th•! -.r c•6.I -.o - I 0957 /y 79 ��c,"l ''7 •+`4`',( v?,o 1 US-4 -•Q7.17 - 0�,4 1«413 .I 490 c'.P.-c_.) 2 : 0-74 7 ,r7a•4; tve.617 /C.UZ • /-/92. -.rTGl -.13Cfj 11_,,/67 • O.17Fj` ,=',r=.•c 7 on 17.c.)-7? rte,/7.s-,(, .5-r-1 cK� /C•CY / , 1482 t....-1-1‘.e. a, 1 G U 4 2. ,'-if?/ IT.,:, 1 .QZ1 7 nc -; /H72 12 i 1 ::!12,;(-f r-7T7 1,-172_ -.I2b'! -. L294 'N1 .!e`• C'=�% i •►qC) 1ir 5.: 7 b,144. C-7':" I _ •1.1'4' r•/15- Z"5G.S- • en7'.''3 2 1y-+ 1 /Lzz •2,f..) C:grT ./ 4 r /7?•. . 2282 1'3x3 , • l'f0`/ . I- -- r_ U', - Z'2`T • 1'-- / .+T/ `q(.:: . 1 -4;l1 1(.%..7 . "P122 IIII . I )t './_a-7 -.12' ? !/18 .7.I1�.' r c'''' 1 ' Z„U ![!'7 I �7 f7!:� 71/1: Ilia 1;/2 �J 91_ /OZ9 '•'i99 - ADYAflCtD TtRRA TCST1t1 CONTINUED ON REVERSE SIDE 9.7.,A3389 CONSOLIDATION TEST DATA SHEET (CONTINUED) PAGE_�OF E. ceNsx. .. E. CO I0L. LAPSED DIAL UNDER TOTAL LAPSED DIAL UNDER TOTAL, DATE TIME TIME IPSF) READING THIS CONSOL- DATE TIME TIME IPSF) READING THIS CONSOL• 1.0001 IN.) LOAD IDATIONIN 1.0001 IN.1 LOAD IDATION MINS. MINS. 1-L• Id Z.1 LA.LLILD .2O Laii I12€ 200?' ,Q2CIA t,ONO .o.4 , 04 ID _.1 • • ; r— 9-0 ,639 PERMEABILITY TEST - BACK PRESSURE CONSTANT HEAD CLIENT Industrial Compliance, Inc. JOB NO. 2110-01 BORING NO. 23 SAMPLED 11-91 DEPTH 25 - 30' TEST STARTED 12-28-91 DCW SAMPLE NO. SB-23 TEST FINISHED 01-23-92 SOIL DESCR. WSDC, Proj. 2-3716 SETUP NO. 15S TEST TYPE TX/Pbp SATURATED TEST Yes CONF. PRES. PSF 720 AT FIELD MOIST. No MOISTURE/DENSITY BEFORE AFTER DATA TEST TEST Wt. Soil + Moisture (g) 429.3 461.8 Wt. Wet Soil S Pan (g) 437.8 470.4 Wt. Dry Soil 5 Pan (g) 367.8 367.8 Wt. Lost Moisture (g) 70.0 102.6 Wt. of Pan Only (g) 8.5 8.5 Wt. of Dry Soil (g) 359.2 359.2 Moisture Content t 19.5 28.6 Wet Density PCF 118.6 130.0 Dry Density PCF 99.2 101.1 Init. Diameter (in) 2.402 (cm) 6.101 Init. Area (sq in) 4.531 (sq cm) 29.237 Init. Height (in) 3.044 (cm) 7.732 Vol. Ref. Consol. (cu ft) 0.00798 Vol. After Consol. (cu ft) 0.00783 Effective Porosity % 46.25 Constant Head (PSI) 2.00 (cm) 140.79 Time Time Init. Final Head Permeability Burette Burette Corr. k Min Sec CC CC CC cm/sec 718.0 43080 50.0 33.6 12.2 7.9E-07 548.0 32880 49.9 37.2 10.6 7.9E-07 839.0 50340 50.0 32.1 12.9 7.4E-07 1479.0 88740 49.7 24.3 16.6 6.2E-07 1438.0 86280 49.9 24.3 16.5 6.4E-07 1365.0 81900 49.9 26.0 15.8 6.3E-07 1561.0 93660 49.9 23.7 16.8 6.0E-07 1341.0 80460 49.9 28.1 14.8 5.8E-07 1417.0 85020 49.6 27.5 15.2 5.5E-07 1440.0 86400 50.0 28.3 14.6 5.3E-07 1430.0 85800 49.7 28.9 14.5 5.1E-07 1431.0 85860 49.8 29.4 14.2 5.0E-07 1505.0 90300 49.5 29.2 14.5 4.8E-07 1451.0 87060 49.6 30.8 13.7 4.5E-07 1370.0 82200 50.1 32.6 12.6 4.4E-07 1389.0 83340 49.7 32.4 12.9 4.3E-07 1458.0 87480 49.7 32.2 13.0 4.2E-07 ADVANCED TERRA TESTING, INC. 9::,0989 TRIAXAL COMPRESSION TEST DATA CLIENT Industrial Compliance, Inc. JOB NO. 2110-01 BORING NO. 23 SAMPLED 11-91 _ DEPTH 25 - 30' TEST STARTED 12-28-91 DCW SAMPLE NO. SB-23 TEST FINISHED 01-23-92 SOIL DESCR. WSDC, Proj. 2-3716 SETUP NO. 15S TEST TYPE TX/Pbp SATURATED TEST Yes CONF. PRES. PSF 720 AT FIELD MOIST. No SATURATION DATA Cell Back Burette Pore Pres. Pres. Reading Pressure (PSI) (PSI) (CC) (PSI) Change B Close Open Close Open 40.0 38.0 0.0 0.5 50.0 48.0 4.9 6.2 37.3 44.7 7.4 0.74 60.0 58.0 6.1 7.2 47.7 55.2 7.5 0.75 70.0 68.0 8.8 9.4 58.4 67.2 8.8 0.88 80.0 78.0 9.3 10.2 68.4 77.5 9.1 0.91 90.0 9.9 9.8 78.3 87.8 9.5 0.95 CONSOLIDATION DATA Elapsed SQRT Burette Volume Time Time Reading Dell. (Min) (Min) (CC) (cc) 0.00 0.00 9.80 0.00 0.25 0.50 10.33 -0.52 0.5 0.71 10.45 -0.65 1 1.00 10.60 -0.80 2 1.41 10.75 -0.95 4 2.00 10.90 -1.10 9 3.00 11.10 -1.30 16 4.00 11.25 -1.45 30 5.48 11.40 -1.60 60 7.75 11.50 -1.70 120 10.95 11.65 -1.85 240 15.49 11.73 -1.92 360 18.97 11.78 -1.97 Initial Height (in) 3.044 Init. Vol. (CC) 226.08 Height Change (in) 0.010 Vol. Change (CC) 16.00 Ht. After Cons. (in) 3.034 Cell Exp. (CC) 11.78 Initial Area (sq in) 4.531 Net Change (CC) 4.23 Area After Cons. (sq in) 4.461 Cons. Vol. (CC) 221.85 ADVANCED TERRA TESTING, INC. 920959 CD rn 00 o 00 N t Q • - W Q H � O • a a O z o _ N W r - N < • LL c LTh M o _ N CO m (D 0•- o C c UE N c� zI co o m 0 Vo U fA t N tCJ O � O '- N rO LI) cp N CO O) r r N K) d' in co f•-• CO dl N O O O O O O O O O I I I I I I I I I I I I I I I I I I I I• 00 - NOI±O3i330 3Wf11OA 920289 MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO. 2110-01 BORING NO. P2-25 SAMPLED 11-22-91 DEPTH 30 - 35 ' DATE TESTED 12-28-91 SR SAMPLE NO. 2-3716 WASH SIEVE Yes SOIL DESCR. WSDC DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 263 . 4 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 252 . 7 Weight of Pan (g) 8 . 5 Wt . Wet Soil & Pan (g) 263 . 4 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 252 . 7 Before Washing 244 . 2 Wt . Lost Moisture (g) 10 . 7 Wt . Dry Soil & Pan Wt . of Pan Only (g) 8 . 5 After Washing (g) 101 .0 Wt . of Dry Soil (g) 244 . 2 Wt . of Dry Soil Moisture Content % 4 . 4 After Washing (g) 92 . 5 ry Density PCF -#200 Wash. Out % 62 . 1 ADVANCED TERRA TESTING, INC. 92O389 ATTERBERG LIMITS TEST DATA doe NO. y/'1- FIELD CLASSIFICATION CLIENT/OWNER irdusfrls,.I Ca...rl;an re S.00, LABORATORY CLASSIFICATION LOCATION CfJsr,•t W50C_ NfaIcr� ga-3116 i BORING _ _ _ _ SAMPLE 2. 5_ DEPTH 3U _3S FIELD DENSITY - - - - ---j_/ _/__. DETERMINATION 1 2 DETERMINAT ION 1 2 NUMBER OF RINGS DISH WT OF RINGS + WET SOIL WT OF DISH 4 WET SOIL WT OF RINGS ... WT OF DISH a ORY SOIL WT OF WET SOIL t WT OF MOISTURE FIELD DENSITY WT OF DISH DRY DENSITY WT OF DRY SOIL THIS IS AN 1/8-INCH THREAD FIELD MOISTURE CONTENT PLASTIC LIMIT BY fylA ,lF'l/3l/1(, DETERMINATION 1 2 g3 4 5 6 DISH 3 / 1 ‘/.3C WT OFDISH 4 WET SOILS , 1. 74 5.6 WT -OF DISH + DRY SOIL ta. 65q 2 _/_ 09 Wt OF MOISTURE 1 , 7/ .'i O .;'( WI OF DISH 41 / 1S{ / WT OF DRY 501E 9 S,C19 `. all - I. 0/( t MOISTURE CONTENT o/0 la, ..l 1?-:. 2 1 j. 1 } LIQUID LIMIT DETERMINATION 1 2 3 4 5 6 DISH CL C. 32 C 64C ,'0C. See c '{8C NUMBER OF BLOWS 1C/ a 7 d 3 /7 /2 2 WT OF DISH + WET SOILS /S•4p 1,.91 /a,9? /4144 /9. 77 /.Q. 7L WT OF DISH + DRY SOIL 1 I(,1(. lu, I 9f7S /p. 0 7. 97 _ WT OF MOISTURE y 3, L4 'tr.30 3, as 3 ,Gq ?.50 3.65 WT OF DISH l.06 /.OS loos 9... /.08 /-J7 /, 06 WT OF DRY SOIL 5 lo. 10 9. 34 ,.$ '7D q.Na, 6.90 S.o5 MOISTURE CONTENT °/0 3,x.0 / • ;• 3'7.0 3°b C L10 t L15 . 3 LIQUID LIMIT 0 10 20 30 40 50 60 70 B0 MIT SO FLOW CURVE PLASTICITY CHART 1 Il% III. ;zz, F. 4Iat yWH 1z4 30 — o ICL a u go • _� a • — W - CC 54 -T- T_ ... .__ 20- • H• y 3� CO o • MH & OH = 31I w IOC 3¢ „4 '4CL•ML' ---ML & OL I I I I I I ! tin NH 1111 I I D 5 7 10 IS .'0 25 30 40 50 NUMBER OF BLOWS SUMMARY MOISTURE PLASTICITY 9/.109149DRT DENSITY CONTENT LIQUID LIMIT PLASTIC LIMIT INDEX 9 IOENT IFI CATION -7 �� O � 1 _2)• 1 CL ADVAt1CeD T[RRA TtSTitIG MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO . 2110-01 BORING NO . MW-02 SAMPLED -- DEPTH 15 - 20 ' DATE TESTED 12-28-91 SR - SAMPLE NO. 2-3716 WASH SIEVE Yes SOIL DESCR. WSDC DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 262 . 7 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 252 . 1 Weight of Pan (g) 8 . 8 Wt . Wet Soil & Pan (g) 262 . 7 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 252 . 1 Before Washing 243 . 3 Wt . Lost Moisture (g) 10 . 6 Wt . Dry Soil & Pan Wt . of Pan Only (g) 8 . 8 After Washing (g) 99 .2 Wt . of Dry Soil (g) 243 . 3 Wt . of Dry Soil Moisture Content % 4 . 4 After Washing (g) 90. 4 Dry Density PCF -#200 Wash. Out % 62 . 9 ADVANCED TERRA TESTING , INC . 9: 0389 ATTERBERG LIMITS TEST DATA Boa NO. — , FIELD CLASSIFICATION CLIENT/OWNER 1P.r)vit 661 (^o1Y c) ('oncC ir-C LABORATORY CLASSIFICATION LOCATION Cro1ccf u1S 13 C 1 /oOccf d" 37/6 , BORING - - - - SAMPLE M& O d` DEPTH /3' .;CD FIELD DENSITY BY_ _ _ _ ,__/__/__. DETERMINATION 1 2 DETERMINATION 1. 2 NUMBER OF RINGS DISH WT OF RINGS + WET SOIL NT OF-DISH + WET SOIL WT OF RINGS WT OF DISH • DRY SOIL ••,NT OF WET SOIL NT OF MOISTURE FIELD DENSITY NT OF DISH DRY DENSITY WI OF DRY SOIL THIS IS AN WO-INCH THREAD FIELD MOISTURE CONTENT PLASTIC LIMIT or J3_.a/mitL. OETERMINAT ION 1 2 3 4 5 6 DISH Ast / s,; `9 /; WT OF DISH + WET SOIL /1S7 41-4Z i1 II WT OF DISH + DRY SOIL WT OF MOISTURE ?' J.3'4 .14.1.2. i'2.7 WT OF DISH F/I j.422,_ .12.. �� l 33 131 WT OF DRY SOIL 9 8.9 1 7. I a 6 32 MOISTURE CONTENT 90 / _;O I$, C.. lam{ 9 LIQUID LIMIT DETERMINATION 1 2 3 4 5 6 DISH 2/ R 23 / O2. 22. / 3A NUMBER OF BLOWS y7{ 29 2 4 IGt 11 WT OF DISH + WET SOIL c....2)..573 .?ch .Sr' j9. 17 ,;21 8'7 Z?•03 NT OF -D ISH ♦ DRY SOIL 17.i 2 /L./0 /Sar I4 a)r 1676 WT OF MOISTURE `r yl 4.24. Aa 12 "C2, rac NT OF DISH / 32. / 31 I '≥S 1 / 33 / 3/ ORYSOILNT OF 9 / r.80 / 4, 79 /37y/ 1552 /5-.,,s? C MOISTURE CONTENT or? Z7 9 2.R A TO, 32 , 4 .3.9 LIOU10 LIMIT 0 10 20 30 40 50 60 70 80 50 FLOW CURVE PLASTICITY CHART ICH 454illiN r x z W W c `— S2 4 2 z 30 z 0 C L le `A 31 I- 6.1 IX = 3U —I —^ -� 20 I.- \ 4- cn co '24 ' _ 4 \ • • MH & OH a 20 O Z7 ,g..(4CL•MLr '/- -ML & OL I I I IIII ! III III ! Jill 11 D 5 7 10 IS :0 25 30 40 50 NUMBER OF BLOWS SUMMARY MISUSTIC DRY DENSITY CONTTENTE LIQUID LIMIT PLASTIC LIMIT RLAINDEXITT IDENTIFICATION 9'70389 ADYAHCN1 TtRR 1 TtSTItIG ., MECHANICAL ANALYSIS - SIEVE TEST DATA -#200 SIEVE ONLY CLIENT Industrial Compliance, Inc . JOB NO. 2110-01 BORING NO . MW-02 SAMPLED -- DEPTH 19 - 24 ' DATE TESTED 12-28-91 SR SAMPLE NO. 2-3716 WASH SIEVE Yes SOIL DESCR. WSDC DRY SIEVE No MOISTURE/DENSITY WASH SIEVE ANALYSIS DATA Wt . Soil & Ring(s) (g) Wt . Wet Soil & Pan Wt . Ring(s) (g) Before Washing (g) 261 . 9 Wt . Soil (g) Wt . Dry Soil & Pan Wet Density PCF Before Washing (g) 250 . 9 Weight of Pan (g) 8 . 7 Wt . Wet Soil & Pan (g) 261 . 9 Wt . of Dry Soil Wt . Dry Soil & Pan (g) 250. 9 Before Washing 242 . 2 Wt . Lost Moisture (g) 10 . 9 Wt . Dry Soil & Pan Wt . of Pan Only (g) 8 . 7 After Washing (g) 90. 8 Wt . of Dry Soil (g) 242 . 2 Wt . of Dry Soil Moisture Content % 4 . 5 After Washing (g) 82 . 1 my Density PCF -#200 Wash. Out % 66 . 1 ADVANCED TERRA TESTING, INC . 9 ZQD8.9 ATTERBERG LIMITS TEST DATA JOB NO. �' 1-; ,-, I FIELD CLASSIFICATION CLIENT/OWNER Snc)u-driA1 Co.^Pi:wnte L^t.-• LABORATORY CLASSIFICATION LOCATION ?1coec•t LW5DC Vr01eC,t lb x• 3116 BORING _ _ _ - SAMPLE +hW•02 a DEPTH 1o1 • 'iI FIELD DENSITY BY_ - _ _ •--/__/..-. DETERMINATION 1 2 DETERMINATION • D1 2 NUMBER OF RINGS DISH WT OF RINGS + WET SOIL NT OF DISH + WET SOIL WI OF RINGS WT OF DISH ♦ DRY SOIL NT OF WET SOIL WT OF MOISTURE I FIELD DENSITY WT OF DISH DRY DENSITY WT OF DRY SOIL THIS IS AN 118-INCH THREAD FIELD MOISTURE CONTENT PLASTIC LIMIT Br SR ht/g/9i. DETERMINATION 1 2 3 11 5 6 DISH I 'Z3 05 C>20 v WT OF DISK + WET SOIL 4 ./Q.$2()./Q. .......V.:;,2.... . � II.ra NT OF DISH + DRY SOIL cF •1 2r- /O.1 O WT OF'MOISTURE _ 4 l. l1 1, 7 1'.7i.a ••WT OF DISH 4 ! 3l _4_3_4?__ WI OF DRYSOIL 4 7.SB 8 9 SRC MOISTURE CONTENT 7;^ lµ C. /µ 2. /4 G LIQUID LIMIT DETERMINATION 1 2 3 A 5 6 DISH 90 2zA 70 /4 //r / 3,, • NUMBER OF BLOWS 'Piz' 3R NO _ /8 1 WT OF DISH A. NET SOIL /11: f 1274 la 41 ...7„Q.1.tifa ...w.a..iQ WT OF DISH + DRY SOIL / / /y. , I4.47 /L,$i3 /5-.79 WT OF MOISTURE WT OF-DISH_ / 3/ �i /�� I .NL / 30 .9"- WI OF DRYSOIL 9 Inn 12, 07 /4,/S l4 G'7 /3 91 MOISTURE CONTENT w 2G.6 ZB, S 3 e,a 31-8 34,4 LIQUID LIMIT 0 10 20 30 40 50 60 70 80 FLOW CURVE PLASTICITY CHART 1YS50 CH 7/ -34 ,40 W33 W 0 `: 32 • + 30 - oOat CL a W 3D _r________. • 20= H-• - N .29 • U] o f• 0 MH & OH =2L' 10a Z-7 CL-ML --ML & OL I 1 1 1111 Irul 1111 1111 I I D 5 7 10 15 20 25 30 40 50 NUMBER OF BLOWS SUMMARY MOISTURE PLASTICITY DRY DENSITY CONTENT LIQUID LIMIT PLASTIC LIMIT INDEX IDENTIFICATION r moo; 10 C 8 GL ADYAHCtD TPRRA TNTIHE: duo^ on; a P-0 , o 2; a a a . _ d w v - a. a a a a a x40, I I O1 (O in ter m _ llyy in ai r r c et*@-_9 rn O O 0 r (µ a: a?. r T- .- .- .— p' I i i en! W: re, N r 'iE - i i ^ is OI cd a ? N N N M v Y'. : is. I I I I I I I &. G i a i �" I I 1 1 1 1 a :.I ,aD.4 i i c6 x T 1 1 1 1 1 1 T!r > O4 N. iiiii : Of I•-• i i i I I CO tC'er a a } O O I I i I I F I`T z a O I I I I I Q :t 1- q ,z:;/50, r O ac„J: F 3 w ! < z.". r aO J <7') m CO O .1n }. tQ, I 1 I i I I I W a w r b CL 0 F Q qi 4: v - a W N Q pper}} :. : 14" I I 1 t 1 O Z r >> �2 W.¢ v I I I I I - O O W F 7 •�'*'r .3'. T In U I I I I w e p6 1- _ rs (n q ,E(g: I I I I I 1 y_ ,i O 0 2 1 xzorpp- �4xf,' - Z Z (j w `w xTi R P 1 I I I I ¢ Z p Q 5 w ,,.{ In in I I I I I I- mince,. O a c a ..- II II II II ii II p `;`,-",:',.. 1:C ��(1I� , rDOa0 E of 0 `tee' <= co (I O4 In N M Q a. .. D atx '- Y.- N N N CS; r N J ✓ O is - '▪ I, 5i- E .Q7,�pii:`S J Z ' "' L'� I U I I I I I - x (A '°`.•' a = I 1 I I I Wit): c.) r J ▪ , is 2 J = 000 GO r 1Gl z; J 1 it) O N O J < ¶ a M ,N,41, :',' N N CT) O 2 II>' f1% Q V' V' ? M a -I II II II '� ? '%= N N N N N N N J a m i :,4; Cl O. a a a a a - o ep� r, � N m Z Ov " I 1 1 I I I I w 2 e- I I I I I I I O ¢fir Z 11 N . .x X::..n.. iy 920389 02 U' 02 0S: 38 '$9U3 9S5 _'VSO l_.uLUES ASSOCIATE f]00.1-U0i N 1 Cy) N al q W 2 C O . y J m N m v In In COo O 1co :i..'4^ r CO r I I l I O N cc a CO ;, d 4 J J 2 N I90 cO ti: , .:: O g V M In In r O Cr N -'.4 CO C o I I Qf I O N X o 00 C O I I , I n U. H in : Oy IL N 'r�s_•,f, L. r n 1` to h In In V O m J N r ^ 1 t C I T N X I ic p O I I N 1 �p a U 22 w •tir'.:: N Q N Q N IA < c0 In Lo to CO Or O0 •- N 1 cc w e a. IT " • O? O I h m I 1 ,j n 0 1 N I co 0 O cl'I a N T n r O N V m 0 ? ta Q i N r o d cqi(; v CO to O. I 1 ,ygi. p C OI I I N I I I W 4m4 4' il: r J I m u' ,t V, O O a In c0 N LO lO 10 N ON •, r, p? co r In lh m O X > 'I`'` co I: O a r r Y r Q • co 3"1• 4 2 " ' x N r CO O a) V' O In N O CO 0:4, e N4 a Oftri C CO N X x`N cm n 0 to d 13 a d m: o a c 2i E a c a m a 'b E3 aq a it C O o U to a y 1 > L y N `�- d N N m E r of E 0 L 5 C m C N 3' C w e' O o N (n vi d W:: -J 0 0 E t 'o E y d 7 it .' ;_ a a a E n E .c ro 2 :,:,L4::.1. '+ ea o Em N E a' a = C .- > N A:. cn to vD M U �& O w o C7 a u- 92L0389 . . y_:till + ti:e. [ .-1- ' T 1 7 1--- 1 i Fri I r N (71 > co q w r. O N l W I I w ' I t Ii: . c�i IN O - � t a col 0 0 2 w iq` v> LI- -. U Y 2 ! E i !r i i L -s 6 O l m Q W — Y I m � go U 0 cc R -, z . 7 r I I I - LL, I I I �, < CC w e r a) _ ! z IQ 1I .0 O z = I I I I I w '" � _ = N _ E CO � � I ° Z � � 14 N I; CE Z :0 I ! ! I I �,i L HUI L_7 I I I I I I i g O cc ! I I I I I i Is� I I I I , izld ? I s _i _ I i ° l NI I d !a 1 0� l'-, I r r II I I I I I I � y I 8o I J z O 0000 0 O O O O O or O QA 00 N tD L7 V in N 1 N c tl W ¢ U W Z I- u. - Z W ¢ m w - ( T I- a I 0 ml J 92O 89 `x.1....4 x.3.1 ...0:.--- l.lJ .J:.R ASSOC IATE. UU5 0Ui r ti a o co o 'I H" I I i I 4 I I CV LL I I G N OI tO go- _ O N N *co i i N N W V U OW COI Q ' 4 U 2 d O U Cu I Co 0 o z RI � — j �~ i iU O o I i � 1 � = _I m ,u LLrij I -�I )(// ' 2 - J Q CE , 1 1- (75 I I U a 1� � ` 1 I I w 631 2 O 0 cp r� wW 2h ICI? W L I `4T , O cn I Q I I(1) N • ? I ", I d I II Iny , w Z I IN of o I ¢ I I I I o Q IO C I Iu IU Id I I ,zE 0 1 1 I T .� _ _ _I_ ~• I III W. Ia :I ! _ ► I I I I.g 71 12 _I J ! I its l I I I I - O � N I I I -I I� .., I _ I • ' O W Y' I g L 1 _ a 2 O O c a a O O O O O 0 = zz, 0 CI Q 1-- o 111 c U CV I 0.W (L LLI CL 0 LL1 Z I- LL -- Z UJ CC m > ILI - C7 Z 1- B 2 At ,___L- 9:089 • r.. r--- COMPACTION TEST RESULTS ! FIGURE 1 - 130 • 9• , _ !„ T •.-�-,--)r-----% BOREHOLE NUMBER - f • ' 1 ! 1 I ' 1T N SAMPLE NUMBER Pt. Zl 24 1 i , ', : i DEPTH OF SAMPLE 125-, • • • ; 1 I i , i I � '.i% TEST METHOD _ ASTM D698 METHOD A ! ri I ! I l 1 ! I t .10 j 1 H ! I ! I i ,1 ! I \1 Yd rnax(!b/cu ft) 105-5 • ' , i I I I : ! %.I ' 18.5 I i I l ; i ' ; I ! • i \ ; O.M.C.(%) ' I ! • 9 ! ',,I DESCRIPTION_CLAY with some fine sand (CH/CL) 120 ._..: ' : , • ;� ! s•ue` i t j S s' : 1 1 .'; k `.. •'; . ' ! �S,F W••-� (%) 14.7 115 ' 1 " • • i i I ; i . , ! i i \.� .1 •' n 1 ! ! I i '', W L (%) 50 — u. I I i I :...I i. l I t 1 I I I I AI I , (%) 35 m• 114 I ` ; z ! T;i E W � a . i { T I i t : . i i , ! I l ', t cn : i • ! i : , I I • i i , . i I _ i Z 105 t. > i I ! I I �' I ; ; i ; I —S.,T's,1 �r 2.80 0. i , . ;� 1! i i i i `^. I\,!__..........._--` 2.70 F- , ! i i } ! ; , ! } ! } IL : .ti i 2.80 I t i I 1 . CD _ ' i ! I I 1 i i . ', , 100 ! , , ! • . i • I i I i I ; I i �;,S I— ! " y } I i i i ; i . . . . \ ; y • w M •1.:_w�ti o ! ! ; T' t i I iii ss I N Vi, ! i t i . i I i ! ! i i ; i` I i 1 ! ' I i I i 1 ' I I i I i r_�_t. ' 77---.1/4 ta. ii v•90 " - f •_ , • • ! •1 — . ?1 a I i I s i i 11 c I i i i 1 i ! • i I j I lr } l I 1 i , i I I I I i I I I I IT? ^! j .!• I ' {. , I ( ? } ii ii : : ,i ! I I i� '' 1 C'""�W' ! 4 , I i i _i ; i : i ! _I I i i i ,\! \,N`, I , . ! i : , ; • i I ; r 1 I i i I , i i�!I I i ' I 1 I I ; '1, •`ter 80 10 15 20 25 30 35 40 WATER CONTENT, PERCENT JAN. 1992 - Date Drawn WMH ^� Job No 923-2429 Golder Associates Inc. CheCSc©d MWB Approved KMR __. 9.��0D89 COMPACTION TEST RESULTS IFIGURE i I 130 ; i j i i ; I li • '�t BOREHOLE NUMBER • • f f7 ! � P Z-1 l I I , SAMPLE NUMBER I I- , , I I , .t DEPTH OF SAMPLE I I I I 1 I i k 1 TEST MET OD ASTM D698A METHOD A__ 125 , { , I , ' . ,, i , , { ; I , { 1 , 4 rrt"ob/cu ft) 1 10.0 • a t �'d . . I ' i lit i ; i ! I ..I 16.0 — -- '\ 0.MO.(%) I I T I DESCRIPTION CLAY with little medium to fine I !'t \ I 2 t -Th. sand (CH) I I I I 1 I ; I . I ' kI • I .1 w 04)_ 16.3 i I I I t f 1 1 I i td •1, n 115L r—� I i . I • i ; �' '', wL (%)— 54 ~ i i I i 1 I i 1 I I I i 1 i ! \ *. i\ WD (%) 14 u. o • I l i ; l i ' I i _ T , I ' 1 l \ A Iii L a , :>>o I 1 '` .r. ! i I I _�—" .1 gip; A_ W i i ! I l i 1 , i t I �;, . I ai I ; , I I I I! -r- s i\ i� A;, o ' i : i I I I I _• I : I v :i ' \ a cos : I I ! I r , I I , 1 I ; t .. i ; 2.80 O ( ; { I I I I ' '�'" '• �2.70 Hl`! ! Iil_i , 1 1 i I - I ' I ' Lice.-- : : 2.60 0 , I I I ± i } ! I I i ; i I 1 • t.. 7. .-,.L\ , r �.�._. ..fir-• �� 1 r ! i , . I I ! i I I ' f , : *., . 4 , ► - l I-" I ' I i I I I : t \ I. .\ -1-"I I i i ! ! I I _ I •- j - I • l • _ ' �'• -,..2.24' } r i I i I ! • , i ,, ��i ?._ , % cc I I l i l l i I : I I ' : i\,. . 13 95 f i l l I I I i ' I I ; i i : i • ?\I ' r "-'1 1 i , I ` i I I I I f M1_ , , r I I I , I i . . - i . I i I ! . i I I I I i i "7—"— ' .,1 l 9G �^'. I . : i _ • I ' I ...Q___+,,, , ; I t I I Nit--. ---7-- ;•--!—!-----i---7-7---7- r 1 i • e l i ! I I i ; , I k i I ; • I l ; f! I 1 i t • , , • i ‘ ; i i* •_1 1 1 —I { 1 I ' ; I ; LN I1II . 1I _ ! III ; I - ; .: , I • : i '� l I I i I , 1. ' : . 1 , , R ` { T ]`i I I �". ; , ; I iii I , , I ! I I - r , ; ' I , I I i I II -:\ , t , . , : ; : l ! ll ' i . •••••••••-•—•"7---' -- ''- i ; • ; It , I • 4 , ... I i ! 35 4p p 5 10 15 20 25 30 WATER CONTENT, PERCENT r — Drawn WH Date_ JAN. 1992 _ MWB Golder Associates Inc. Checked KMR Job No. 923-2429 Approved 9:10389 APPENDIX F WATER LEVEL DATA 9089 _ Industrial Compliance 1746 Cole Blvd., Bldg. 21 #300 Golden, CO 80401 303/277-1400 FAX 303/277-1405 November 9, 1992 IC Project Number 2-3888 Mr. Leonard Butler Waste Management of North America 5660 Greenwood Plaza Blvd. Ste. 424 Englewood, Colorado 80111 RE: Water Level Measurements at the East Weld Sanitary Landfill in Weld County Colorado. Dear Mr. Butler: Enclosed are water levels as measured monthly in piezometers at the East Weld Sanitary Landfill near Keensburg, Colorado. According to our records, the last water level report submitted to you was dated July 9, 1992 and included information through July. Since that time a number of piezometers have been broken, necessitating repairs and surveying. The attached tables include the complete history of water level measurements at the site from November 1991 through the most current readings taken on October 28, 1992. As you may notice, no readings were recorded for September of 1992, but readings were taken on October 2, 1992. Page one of the attached tables lists the survey data of all the piezometers and monitor wells. Page seven of the tables repeats the survey data along with new survey data for those piezometers that have been repaired. It appears that water levels in all of the piezometers and monitor wells have stabilized since July 1992. Although there have been minor rises in water levels recorded during the last three monitoring periods in some piezometers, the vast majority of the piezometers and wells have shown decreased water levels which would be expected due to seasonal fluctuations. Four piezometers have shown a cumulative rise in water levels of more than one-half foot since the July 1992 measurements. These are PZ-20, PZ-24, PZ-33, and PZ-34A. The water level in PZ-20 rose slightly over one foot in an approximate one month period from August to October, but has since come back down almost a foot. The water level in PZ-24 has continued to show a increase in water levels of approximately one-half foot per month, but this rate decreased with the last measurement on October 28, 1992. The water levels in PZ-33 historically have risen at least one foot per month since water was first measured in this piezometer. This rising water level trend continued through the August 26th measurements until a decrease in water level was detected during the October 2, 1992 measurement. The water level measured in August in PZ-34A showed an increase in elevation of almost nine-inches over the previous month, although levels have since decreased. Water levels in PZ-34A have not shown a consistent trend and have been somewhat erratic. One of the limiting design factors for future construction at the landfill is the highest recorded water level elevation from each piezometer located within the fill area. The table below shows the highest recorded water level elevation to date that represents the underlying ground water table at the time of measurement. Dedicated to solving your environmental problems. 9ZO3. 89 A Subsidiary of SP Environmental Systems,Inc. "�'J•v k Mr. Leonard Butler November 9, 1992 Page 2 Piez. No Water Elevation Date Recorded PZ-1 4847.67 7/1/92 PZ-2 DRY PZ-3 4852.68 11/19/91 (1) PZ-4 4881.92 11/22/91 PZ-5 DRY PZ-6 4886.46 7/1/92 PZ-7 4811.66 7/1/92 PZ-8 4801.23 11/16/91, 4/9/92 PZ-9 4821.82 3/20/92 PZ-10 DRY PZ-11 4855.74 3/20/92 PZ-12 4847.27 11/19/92 PZ-13 4847.12 7/1/92 PZ-14 4825.70 11/20/91 PZ-15S DRY PZ-15D 4857.91 4/9/92 PZ-16 4855.92 8/14,26/92 PZ-17 4893.99 11/23/91 PZ-18 4885.40 4/9/92 PZ-19S DRY PZ-19D 4863.07 6/3/92 PZ-20 4855.92 10/2/92 PZ-21 4865.65 7/1/92 PZ-22 4878.10 3/20/92 PZ-23 4886.00 4/9/92 PZ-24 4834.26 10/28/92 PZ-25 4854.58 4/9/92 PZ-26 4867.81 4/9/92 PZ-27 4858.73 3/20/92 PZ-28 4891.06 3/20/92 PZ-29 4835.57 6/3/92 (1) an anomalous PZ-30 4870.18 5/8/92 water level PZ-31 4860.79 1/23/92 elevation of 4875.08 PZ-32 4877.65 3/20/92 was recorded on PZ-33 4854.51 8/14,26/92 11/20/91 PZ-34 4847.29 8/14,26/92 PZ-34A 4848.52 8/14,26/92 PZ-35 4862.34 4/9/92 (2) water was PZ-36 4856.02 10/28/92 detected in this PZ-37 4886.10 4/9/92 piezometer on PZ-37A DRY (2) 2\25\92 PZ-38 4890.81 3/20/92 PZ-39 4865.65 4/9/92 MW-01 4855.73 3/20/92 MW-02 4847.32 7/1/92 MW-03 4889.60 3/20/92 90389 Mr. Leonard Butler November 9, 1992 Page 3 We are currently evaluating these water levels and how they relate to the proposed design. The design plans will be adjusted where necessary to reflect the conditions of the resolution. As we discussed, we will continue to monitor the piezometers and monitor wells on a monthly basis until a full year of complete data has been collected. As the original cost proposal did not include a full year of monitoring, we will be sending you a revised cost estimate and change order in the near future. Please call me if you have any questions. Sincerely: INDUSTRIAL COMPLIANCE Mark A. McMullen Project Geologist cc: Mr. Chip Wertz, Waste Management Mr. Brad Keirnes, Waste Development Company PRUN)SEI)EAST W t11)fANDE'IL-WAI ER LEVIL'MIA 11/13/91 11/14/91 11/15/91 NEZ. TOT.DPTH ELEV EIEY STICK TOT.DPrH Depth to Warr Depth to Water Depth to Weer No. top (aurfw) Imo) VP(N (nut too aef Elevation ton aaf Elevation ton surf Elevation 1 73.29 4868.03 487134 3.49 69.80 DRY DRY N/A DRY DRY N/A 2 22.47 4867.99 47106 3.07 19.40 DRY DRY N/A DRY DRY N/A 3 76.63 4913.18 4916.26 3.08 7333 64.25 61.17 483201 64.33 61.27 4851.91 69.26 4921.77 4923.93 216 67.10 45.29 43.13 4878.64 42.25 40.09 4881.68 5 21.35 4921.76 491.21 2.45 18.90 DRY DRY N/A DRY N/A N/A 6 822 491935 4922.20 20 69.80 DRY DRY N/A 47.75 45.33 48(4.45 7 61.21 4860.4 4862.12 1.64 59.60 52.29 50.65 4809.83 53.13 51.19 4808.99 8 66.26 450.18 452.04 126 64.40 54.11 52.25 4797.93 51.08 19.22 4800.96 9 86.42 4869.36 4871.14 1.78 84.64 10 21:15 46937 487130 1.93 19.52 II 71.31 4882.76 4885.77 3.01 6830 12 60.77 4885.27 4887.91 2.67 58.10 13 60.63 48'70.20 4872.58 2.38 58.25 14 67.16 4880.80 4883.46 2.66 6430 158 40.29 4908.42 4910.66 2.24 38.05 15D 81.61 4907.99 4909.70 1.71 79.90 16 62.06 4888.97 4891.33 2.36 5930 17 62.14 4929.89 4931.93 2.04 60.10 18 61.58 4924.98 4926.46 1.48 60.10 199 27.3 4897.74 499.79 2.05 25.25 190 61.88 4897.62 '4900.20 2.58 5930 20 62.71 4893.47 4895.78 231 60.40 61.65 4905.05 4907.20 2.15 59.50 22 (0.94 4907.99 1909.0 1.64 5930 23 62.41 4917.75 4933.46 2.71 59.0 24 62.05 4888.20 489035 2.15 59.90 25 73.82 1910.05 491337 332 0.50 26 61.89 4894.78 4896.97 2.19 59.70 27 32.34 4862.06 4885.00 2.91 29.40 28 47.71 4928.88 4931.44 2.56 45.15 29 94.95 4886.68 4889.55 2.87 92.09 30 43 4894.51 497.34 2.83 37.17 31 122.27 1914.98 4917.21 2.23 120.04 33 42.3 4937.83 4909.97 2.14 40.16 33 41.13 4882.66 4883.61 0.95 40.18 34 113 4869.11 4872.04 2.93 110.07 34a 29.6 4869.11 4871.67 2.56 27.04 35 46 4897.49 490035 2.86 43.14 36 44.57 4888.69 489130 161 41.96 37 43 4917.51 4920.28 2.77 40.23 37a 23 4917.26 4920.19 2.91 30.09 45 4928.85 4931.82 2.97 42.03 39 49 4901.69 1907.46 2.77 16.73 MW-01 49.7 4882.29 4881.92 2.63 17.07 MW-02 50.3 4871.53 4874.38 2.8 1730 9a X0389 MW-03 58.05 4929.23 4931.44 2.21 35.84 a LAST WELZ)WAILA LE,LL_,, ,, 11/16/91 11/18/91 11/19/91 11/20/91 91E2.6 Depth b Water Depth to Water Depth to Water Depth to Water top surf Elevation SOP surf Elevation top surf Elevation top serf Elevation 1 DRY DRY N/A DRY DRY N/A DRY DRY N/A 2 DRY DRY N/A DRY DRY N/A DRY DRY N/A 3 63.58 60.50 4852.68 41.18 38.10 4875.08 42.16 40.00 4881.77 42.11 39.95 4881.82 5 DRY DRY N/A DRY N/A N/A 6 42.27 39.85 4879.93 41.83 39.41 488037 7 52.48 50.84 4809.64 52.74 51.10 480938 51.44 49.80 4810.68 8 5081 48.95 4801.23 51.06 49.2) 4800.98 50.96 49.10 4801.08 9 75.58 73.80 4795.56 55.48 53.70 4815.66 51.48 '49.70 4819.66 10 DRY N/A N/A DRY DRY N/A DRY N/A N/A II 32.83 29.82 4852.94 30.01 27.03 4855.76 30.11 27.10 4855.66 12 40.67 38.00 4847.27 40.87 38.20 4847.07 13 31.68 29.30 4840.90 28.88 26.50 4843.70 14 57.96 55.30 4825.50 57.76 55.10 4825.70 I55 I5D 79.81 78.10 4829.89 16 17 57.14 55.10 4874.79 18 195 19D 30 22 23 24 25 26 27 28 29 30 31 32 33 34 3a 35 36 37 37a 39 MW.0I MW-02 MW-03 9aE,0389 2333E 3-EAR,. WELD WATER LEVEL DA:A 11/21/91 11/22/91 11/23/91 12/17/91 PIEZ.e Depth to Water Depth b Wane Depth to Water Depth to Water top surf Elevallm 100 awl Elevation lop awl Elevation iW awl Elevation I DRY DRY N/A DRY DRY N/A DRY DRY N/A DRY DRY N/A 2 DRY DRY N/A DRY DRY N/A DRY DRY N/A DRY DRY N/A 3 64.33 61.25 4851.93 64.48 61.40 4851.78 64.58 61.50 4851.68 64.08 61.00 4852.18 42.06 39.90 0881.87 02.01 39.85 4881.92 42.16 40.00 4873.18 42.66 4030 4881.27 5 DRY DRY N/A DRY N/A N/A DRY DRY N/A DRY N/A N/A 6 41.42 39.00 4480.78 41.42 39.00 4880.78 01.52 39.10 4880.68 40.92 38.50 4881.28 7 51.84 50.3) 4410.28 51.24 49.00 4810.88 61.49 59:85 4800.63 50.69 49.05 4811.43 8 51.06 49.31 4800.98 51.1 I 49.25 4800.93 61.26 59.40 4'90.78 50.86 49.00 4801.18 9 51.13 49.35 4810.01 50.98 49.20 4820.16 49.93 48.15 4821.21 49.43 47.65 4821.71 10 DRY N/A N/A DRY N/A N/A DRY DRY N/A DRY N/A N/A II 30.11 27.10 4855.66 30.21 27.20 4825.56 30.36 27.23 485.5.51 30.06 27.05 4855.71 12 41.07 38.40 4846.87 41.02 3835 4846.92 41.12 38.05 084622 41.07 38.40 0846.87 13 28.43 26.05 4844.15 28.48 26.10 4844.10 28.28 25.90 4844.30 2633 25.95 4844.25 14 57.86 55.20 4825.60 58.06 55.40 4825.40 57.96 55.30 4825.50 57.96 55.30 4825.50 15S DRY N/A N/A DRY N/A N/A DRY DRY N/A DRY N/A N/A 15D 55.06 5335 0854.64 53.11 51.40 4856.59 52.91 51.21 4856.79 52.06 50.35 4857.64 16 DRY N/A N/A 37.36 35.00 4853.97 36.06 33.70 4855.27 36.26 33.90 4855.07 17 38.19 36.15 4893.74 37.94 35.90 4893.99 37.94 35.93 4893.99 38.70 36.70 4893.19 IB 54.88 53.40 4871.58 51.58 50.10 4874.88 42.44 41.20 4883.78 195 DRY N/A N/A DRY DRY N/A DRY -N/A N/A I9D DRY N/A N/A DRY DRY N/A 38.98 36.40 4861.E 20 52.66 50.35 4843.12 42.21 39.93 4853.57 4131 39.00 4854.47 51.80 49.65 4855.40 41.95 39.80 4865.25 22 31.94 30.30 4877.69 23 34.96 32.25 4885.50 24 DRY N/A N/A 25 6282 59.50 4850.55 59.22 55.90 4854.15 59.82 56.50 4853.55 26 DRY DRY N/A 33.64 31.45 486333 29.74 27.55 4867.23 27 DRY DRY N/A 28 42.06 39.50 4889.38 29 30 31 32 33 34 34a 35 36 37 37a 39 MW-01 MW.02 9` 59 MW-03 PAGE 1-,.AS', \VELD WATER LEVEL DATA I/9/92 1/29/92 2/25/92 P1112.4 Depth to WOO( Depth to Wafts Depth to Wales top surf Elevation top surf Elevation tog surf Elevation 1 67.63 64.14 4803.91 6638 63.09 4804.96 32.12 28.63 4839.42 2 DRY N/A N/A DRY N/A N/A DRY N/A N/A 3 6436 61.28 4851.90 6436 61.8 41251.70 64.66 61.58 4851.60 42.09 39.93 4881.84 42.10 39.94 4881.83 42.13 39.97 4881.80 5 DRY N/A N/A DRY N/A N/A DRY N/A N/A 6 40.94 3832 4881.36 40.99 3837 4881.21 40.97 38.55 4881.23 7 50.77 49.13 4811.35 51.02 49.38 4811.10 51.04 49.40 4811.08 8 5027 49.01 4801.17 50.94 49.08 4801.10 50.97 49.11 4801.07 9 '49.46 47.68 4821.68 49.56 47.78 42138 49:68 47.90 4921.46 10 DRY N/A N/A DRY N/A N/A DRY N/A N/A II 30.04 27.03 4855.73 30.09 27.08 4855.68 30.16 27.15 4855.61 12 40.98 38.31 4846.96 41.08 38.41 4846.86 41.15 38.48 4846.79 13 27.63 25.25 4844.95 27.62 25.24 4844.96 27.63 25.25 4844.95 14 57.94 55.28 4825.52 58.01 55.35 4825.45 58.03 5537 4825.43 153 DRY N/A N/A DRY N/A N/A DRY N/A N/A 15D 52.16 50.45 485734 52.3) 50.49 4857.50 52.13 50.42 4857.57 16 35.79 33.43 4855.54 35.82 33.46 4855.51 35.85 33:49 4855.48 17 38.01 35.97 4893.92 38.17 36.13 4893.76 38.09 36.05 4893.84 18 41.48 4000 4884.98 41.46 39.98 4885.00 41.44 39.96 4885.02 I9S DRY N/A N/A DRY N/A N/A DRY N/A N/A 19D 38.21 35.63 4861.99 38.22 35.64 4861.98 3822 35.64 4861.98 31 42.12 39.81 4853.66 42.02 39.71 4853.76 41.70 3939 4854.08 41.99 3986 4865.21 42.05 39.90 4865.15 41.98 39.83 4865.22 22 31.63 29.99 476.00 31.64 30.00 4871.99 31.69 30.05 4877.94 23 34.81 32.10 485.65 34.80 32.09 4885.66 34.78 32.07 4885.68 24 60.90 58.75 4829.45 60.78 58.63 482937 60.24 58.09 4830.11 25 58.80 55.48 4854.57 58.98 55.66 4854.39 59.10 55.78 4854.27 26 29.51 27.32 4867.46 29.51 27.32 4867.46 2932 2733 4867.45 27 29.22 26.78 4855.78 29.08 26.14 4855.92 26.36 23.42 4858.64 28 4194 38.4 4890.40 40.98 38.42 4890.46 40.87 38.31 4890.57 29 54.07 51.31 4835.48 54.23 51.36 483532 54.32 51.45 4835.23 30 39.41 36.58 457.93 38.32 35.49 459.02 31.90 29.07 4865.44 31 56.42 54.19 4869.'9 56.83 54.60 4840.38 56.98 54.75 4860.23 32 3235 30.21 477.62 3234 30.73 4877.63 3238 30.24 4877.59 33 DRY N/A N/A DRY N/A N/A 3969 38.74 4843.92 34 >100.00 0.00 4869.11 53.98 51.05 0818.06 27.56 24.63 4844.48 34s DRY N/A -N/A DRY N/A N/A 29.17 26.61 4842.50 35 38.41 35.55 4861.94 38.41 35.55 4861.94 38.38 35.52 4861.91 36 3935 36.74 4851.95 35.62 33.01 4855.68 35.50 32.89 455.80 37 34.48 31.71 4885.80 34.53 31.76 4885.75 3432 31.75 488.5.76 37o DRY N/A N/A DRY N/A N/A 22.14 19.9 4898.05 41.41 38.44 4890.41 41.26 38.29 489036 41.18 38.21 4890.64 39 4631 4334 461.15 43.37 40.60 4864.09 42.27 3930 4865.19 MW-01 29.16 26.53 4855.76 29.24 26.61 4855.68 29.32 26.69 4855.60 MW.02 29.71 25.91 4845.62 29.71 25.91 4845.62 28.59 25.79 4845.74 9. flj89 MW-03 42.14 39.93 4889.30 42.17 39.96 4889.27 42.11 39.90 4889.33 L\C G 5 WELD 0.A TLR LEVEL DATA 320/92 4/9/92 58/92 PIEZ.B Depth to Weser Depth to Water PDZ/ Depth to Water IW surf F2waYm In, nu/ Entice too nut ElevaUm 1 27.88 24.39 4843.66 26.29 22.80 4845.25 1 24.79 21.30 4846.75 2 DRY N/A N/A DRY N/A -N/A 2 DRY N/A N/A 3 64.33 61.25 4851.93 64.36 61.28 4851.90 3 64.11 61.33 4851.85 42.02 39.86 4881.91 42.04 39.88 4861.89 4 42.09 39.93 4881.84 5 DRY N/A N/A DRY N/A N/A 5 DRY N/A N/A 6 40.62 3830 488138 40.62 38.3) 488138 6 38.88 36.46 403.32 7 50.61 48.97 481131 5037 4843 481135 7 5031 48.87 4811.61 8 50.82 48.96 4801.E 50.81 48.95 4801.23 8 50.83 48.97 4801.21 9 49.32 47.54 4821.82 49.43 47.65 4821.71 9 49.42 47.64 4821.72 10 DRY N/A N/A DRY N/A N/A 10 DRY N/A N/A 11 30.03 27.02 4855.74 30.06 27.05 4855.71 II 30.14 27.13 4855.63 12 40.98 38.31 4846.96 40.98 38.31 4846.96 12 41.10 38.43 4846.84 13 27.36 24.98 4845.22 26.80 24.42 4845.78 13 25.94 23.56 4846.64 14 57.89 35.23 4825.57 57.89 53.23 4825.57 14 57.91 55.25 4825.55 15S DRY N/A N/A DRY N/A N/A 155 DRY N/A N/A 15D 51.81 50.10 4857.89 51.79 50.08 4857.91 ISD 51.50 50.19 4857.80 16 35.77 33.41 4855.56 35.80 33.44 485533 16 35.84 33.48 4855.49 17 38.07 36.03 4893.86 38.02 35.98 4893.91 17 38.05 36.01 4893.88 I8 41.19 -39.71 4885.27 41.06 39.58 405.40 18 41.08 39.60 4885.38 195 DRY N/A N/A DRY N/A N/A 19S DRY N/A N/A 19D 37.85 35.27 4862.35 37.82 35.24 486238 I9D 37.91 33.33 4862.29 20 4138 39.27 4854.20 41.31 39.03 4854.47 20 41.32 39.01 4854.46 41.6] 3932 486533 1138 39.43 4865.62 21 41.64 39.49 4865.56 22 31.53 29.89 4878.10 3138 29.94 4878.05 22 31.63 29.99 488.00 23 34.49 31.78 4885.97 11.46 31.75 4886.00 23 34.62 31.91 4885.84 24 59.67 5732 4830.68 59.26 57.11 4831.09 24 58.68 36.53 4831.67 25 58.86 55.54 4854.51 58.79 55.47 485438 25 58.95 55.63 4854.42 26 29.17 26.98 4867:80 29.16 26.97 4867.81 26 29.33 27.14 486]64 27 26.27 21.33 4838.73 28.86 25.92 4856.14 27 26.54 23.60 4858.46 28 40.38 37.82 4891.06 40.72 38.16 4890.'2 28 40.73 38.17 4890.71 29 54.09 31.22 4835.46 54.04 51.17 4835.51 29 54.01 51.14 4835.54 30 28.22 25.39 4869.12 27.21 24.38 4810.13 30 27.16 24.33 4870.18 31 56.66 54.43 4860.55 56.60 54.37 486).61 31 56.67 54.44 4860.54 32 32.32 30.18 4877.65 3237 30.21 4877.60 32 32.41 30.27 4877.56 33 37.37 36.42 4846.24 35.51 34.56 4848.10 33 33.11 32.16 4831.50 34 26.79 23.86 4845.25 25.98 23.05 4846.06 34 23.41 22:48 4846.63 34a 28.56 266.00 4843.11 23.93 21.37 4847.74 34. 23.62 21.06 4848.05 35 38.03 35.17 4862.32 38.01 35.13 4862.34 35 38.14 35.28 4862.21 36 35.38 32.71 4855.92 35.44 32.83 4855.86 36 35.48 32.8] 4855.82 37 34.18 31.41 4886.10 34.18 31.41 4886.10 37 34.28 3131 4886:00 37a DRY N/A N/A DRY N/A N/A 37a DRY N/A N/A 41.01 38.04 4893.81 41.03 38.06 4890.79 38 -41.03 38.06 4890.79 39 41.92 39.15 4865.54 41.81 39.04 4865.65 39 41.83 39.06 4865.63 MW-0I 29.19 26.56 4855.73 29.20 26.57 4855.72 hfW.01 2931 26.68 4855.61 MW-02 28.21 25.42 4846.11 28.04 25.24 4846.29 MW.02 27.64 24.84 4846.69 3154175 41.84 39.63 4889.6) 4143 39.'2 488931 MW-03 42.03 39.82 4889.41 9:;,;Qe.y89 PAUL 6 LA., W1.LD WATER LEN,FI-DA IA 6/3/92 7/192 PIC2.8 Depth to W.tee PI Z./ Dept W Wan top surf Ebntim WL flame top clef F2ev.tiae WI.Ch.e4e I 24.24 20.75 4847.30 0.55 1 21.87 2038 4847.67 037 2 DRY N/A N/A N/A 2 DRY N/A N/A N/A 3 64.41 6133 4851.85 0.03 3 64.48 61.40 4851.78 -0.07 42.40 39.94 4881.83 -0.01 4 42.22 40.06 4881.71 .0.12 5 DRY N/A N/A N/A 5 DRY N/A N/A N/A 6 37.99 3337 488.4.21 0.9 6 35.74 3332 4886.46 2.25 7 50.53 48.89 4811.59 -0.02 7 50.46 4.82 4811.66 0.07 8 50.82 48.96 480112 0.01 8 50.91 49.05 4901.13 -0.09 9 49.45 47.67 4821.69 -0.03 9 49.59 47.81 4821.55 -0.14 10 DRY N/A N/A N/A 10 DRY N/A N/A N/A II 30.15 27.14 455.62 -0.01 II 27.94 2413 4855.63 0.01 12 41.03 3836 446.91 0.07 12 41.02 38.35 4846.92 0.01 13 25.53 23.15 484705 0.41 13 25.46 23.08 4847.12 0.07 14 57.91 55.25 482535 0.00 14 57.97 55.31 4825.49 -0.06 155 DRY N/A N/A N/A 158 DRY N/A N/A N/A 15D 51.96 50.25 4857.74 -0.06 15D 52.21 50.50 4857.49 -0.25 16 35.73 3337 4855.(0 0.11 16 35.58 33.22 4855.75 0.15 17 38.13 36.09 4893.80 -0.08 17 38.11 36.07 4893.82 0.02 18 41.18 39.70 4885.28 -0.10 II 41.32 39.84 4883.14 -0.14 195 DRY N/A N/A N/A 198 DRY N/A N/A N/A 1913 37.13 34.55 4863.07 0.78 I9D 36.10 3332 4861.94 -1.13 20 4131 39.03 4854.47 0.01 30 4122 38.91 4854.56 0.09 41.67 39.52 486533 -0.03 21 39.98 37.83 4865.65 0.12 22 31.74 30.10 4877.89 -0.11 22 31.87 30.23 4877.76 -0.13 23 34.75 32.04 4885.71 -0.13 23 14.94 3223 488532 0.19 24 58.19 56.04 4832.16 0.49 24 57.71 55.56 4832.64 0.48 25 58.88 55.56 454.49 0.07 25 58.84 55.52 485433 0.04 26 29.51 27.32 4867.46 4.18 26 29.72 27.53 4867.25 -0.21 27 26.70 21.76 455.94 -232 27 26.82 23.88 485522 -0.12 222 40.74 38.18 4890.A -0.01 22 40.87 3831 489037 -0.13 29 53.98 51.11 4835.57 0.03 29 54.05 51.18 4835.50 -0.07 30 2746 24.63 4869.88 -0.30 30 27.85 25.02 4869.49 0.39 31 56.67 54.44 4860.54 0.00 31 56.70 54.47 4860.51 -0.03 32 32.42 30.28 4877.55 -0.01 32 3234 30.40 4877.43 -0.12 33 3136 30.61 45205 1.55 33 30.14 29.19 453.47 1.42 34 25.30 2237 4846.74 0.11 34 25.23 2230 4846.81 0.07 34a 23.68 21.12 4847.99 -0.06 34 23.88 21.32 447.79 -0.70 35 38.55 35.69 4861.80 -0.41 35 38.59 35.73 4861.76 -0.04 36 35.40 32.79 455.90 0.08 36 35.29 32.68 4856.01 0.11 37 34.48 31.71 485.80 -0.33 37 34.70 31.93 4885.58 -0.22 37a DRY N/A N/A N/A 37a DRY N/A N/A N/A 4105 38.08 4890.77 -0.02 38 41.16 38.19 4890.66 -0.11 39 41.89 39.12 486537 -0.06 39 41.97 39.3) 4865.49 -0.08 MW-01 29.34 2671 45538 -0.03 MW-01 29.41 76.78 4855.51 -0.07 MW-02 27.22 24.42 4847.11 0.42 MW-02 27.21 24.21 484732 0.21 MW-03 42.04 39.83 4889.40 -0.01 MW.03 42.21 40.00 4889.73 -0.17 920389 8/14,26/92 102/92 PIEZ. TOT.DPTN ELEV EIEV STICK TOT.DPTH Depth to Water Depth to Wale No. lap (surface) Owl UP(0) (surf) too .wf hbvation WI.Change too surf Elevation WL.Change I 73.29 4868.05 48(134 3.49 69.80 24.80 21.31 4846.74 -0.93 25.95 72.46 484539 .1.15 2 22.47 4867.99 4871.06 3.07 19.40 DRY N/A N/A N/A DRY N/A N/A N/A 3 76.63 4913.18 4916.26 3.98 7335 64.46 6138 48.51.80 0.02 64.69 61.61 485137 0.23 69.26 4921.77 4973.93 2.16 67.10 42.25 40.09 4881.68 -0.03 42.29 40.13 4881.64 4.04 5 21.35 4921.76 4924.21 2.45 18.90 DRY N/A N/A N/A DRY N/A N/A N/A 6 72.22 4919.78 492230 2.72 6930 38.85 36.13 4883.65 -046 3834 35.82 4883.96 031 ] 61.24 4860.48 462.12 1.64 59.60 50.92 49.28 4811.20 -0.46 50.74 49.10 481138 0,18 8 66.26 4850.18 452.04 1.86 64.40 51.03 49.37 4801.01 -0.12 50.93 49.07 4801.11 0.10 9 -86.42 46036 4811.14 1.78 84.64 49.78 48.00 482136 -0.19 49.83 48.05 482131 -0.05 10 21.45 486937 487130 1.93 1932 DRY N/A N/A N/A DRY N/A - N/A N/A 11 7131 488276 4885.77 3.01 .4830 30.20 27.19 485537 -0.06 30.47 21.46 485530 -0.27 12 60.77 4885.27 4887.94 2.67 58.10 41.E 383.5 4846.72 -0.20 41.25 3838 4846.69 0.03 13 60.63 410.3) 4872.38 238 58.23 26.05 23.67 44633 -0.59 26.70 2432 4845.88 -0.65 14 67.36 4880.80 483.46 2.66 6430 58.05 5539 4825.41 -0.0B 58.11 55.45 402535 4.06 158 40.29 • 4908.42 4910.66 2.24 38.05 DRY N/A N/A N/A DRY N/A N/A N/A 151) 81.61 4901.99 4909.70 1.71 79.90 5238 5017 4857.12 .037 52.80 51.09 4856.90 4.72 16 6206 4888.97 491.13 2.16 59.90 35.23 33.05 4855.92 0.17 35.46 3330 455.67 4.25 17 62.14 4929.89 4931.93 2.04 60.10 38.29 36.25 4893.64 -0.18 38.26 36.E 493.67 0.03 18 61.58 4924.98 4926.46 1.48 60.10 41.45 39.97 4885.01 -0.13 41.64 40.16 4884.82 4.19 198 27.3 4891.74 4900.08 2.34 24.96 DRY N/A N/A N/A DRY N/A N/A N/A 19D 61.88 4897.62 4900.70 238 5930 38.44 35.86 4861.76 -0.18 3836 35.98 4861.64 -0.12 20 62.71 4893.47 4895.88 2.4! 6030 41.05 38.64 4854.83 0.21 ;sr; 37.55 485532 I.09 61.705 4905.05 490832 3.27 58.38 42.78 3941 486534 -0.11 42.88 39.61 4865.44 4.10 60.94 4907.99 4909.63 1.64 59.30 12.02 3038 48//-61 .0.15 31.97 30.33 4877.66 0.05 23 62.41 . 4917.75 4933.46 2.71 59.70 35.43 32.72 4885.03 -0:49 35.41 32.70 4885.05 0.02 24 62.05 4888.20 489035 2.15 59.90 57.04 54.89 483331 0.67-- 5635 54.20 4834.00 25 73.82 4910.05 4913.37 332 7040 59.25 55.93 454.12 -0.41 59.16 55.84 4854.21 0.09 26 61.89 4894.78 4896.97 2.19 59.70 30.03 27.84 4866.94 .031 NF N/A N/A N/A 27 32.34 4882.06 4885.00 2.94 29.40 29.23 26.29 4855.71 -0.05 29.98 27.04 4855.02 -0.75 3 47.71 4928.88 4931.44 256 45.15 41.05 38.49 49039 -0.18 41.12 3836 4890.32 -0.07 29 94.95 4886.68 488935 2.87 92.08 54.28 51.41 4835.27 -0.23 54.10 5123 4835.45 0.18 30 40 489431 489734 2.83 37.17 27.60 24.77 4869.74 0.25 NF N/A N/A N/A 31 122.27 4914.98 4917.13 2.15 133.12 56.86 54.71 4880.27 -0.24 57.14 54.99 .459.99 -0.28 32 42.3 4907.83 4909.97 2.14 40.16 3235 30.41 4877.42 -0.01 3234 10.40 4871.43 0.01 33 41.13 4882.66 483.61 0.95 40.18 29.10 29.15 4854.51 1.04 30.76 29.81 452.85 -1.66 34 11) 4869.11 4812.04 2.93 110.07 24.75 21.82 4847.29 0.48 25.78 22.85 4846.26 -1.03 34a 29.6 4869.11 481134 2.83 26.77 23.42 70.59 484832 0.73 1/ 25.57 72.74 4846.37 -2.15 35 46 4897.49 490835 286 43.14 38.93 36.07 4861.42 -0.34 38.93 36.07 4861.42 0.00 36 44.57 4888.69 49130 2.61 41.96 35-30 32.69 4856.00 -0.01 35.34 32.73 4855.96 -0.04 37 43 4917.51 4920.28 2.77 40.23 35.17 32.40 4885.11 .4.47 34.98 32.21 4885.30 0.19 37a 23 4917.28 4920.19 2.91 20.09 DRY N/A N/A N/A DRY N/A N/A N/A 45 4928.85 4931.82 2.97 42.03 41.37 38.40 4890.45 -0.21 41.43, 38.46 480.39 0.06 39 49 4904.69 4907.25 236 46.44 41.92 39.36 4865.33 -0.16 42.25 39.69 4865.00 -0.33 ,MW-01 49.7 4882.29 4884.92 2.63 47.07 29.59 26.96 4855.33 -0.18 30.05 27.42 454.87 -0.46 811Y-02 50.3 4871.53 4874.38 2.8 . 47.50 27.08 24.28 4847.25 -0.07 27.84 25.04 4844.54 -0.71 6160-03 58.05 4929.23 4931.44 2.21 55.84 42.41 40.20 4889.03 -0.70 42.80 40.59 4888.64 g290389 ;L5 rSr wriD WAEL) LEVEL lIA;- 10/2892 PNE2. Dcph to Water No. lop surf Hendon WC Chao 1 26.65 23.16 4844.89 -0.70 2 DRY N/A N/A N/A 3 64.73 61.65 485133 -0.04 42.33 40.17 4881.60 -0.04 5 DRY N/A N/A N/A 6 40.45 37.73 48(205 -1.91 T 50.74 49.10 4811.18 000 8 50.96 49.10 ®010 -0.03 9 50.70 4.92 4820.44 -0.87 10 DRY N/A N/A N/A 11 30.41 27.40 455.36 0.06 13 41.27 38.60 4846.67 -0.02. 13 26.86 24.48 4845.72 -0.16 14 58.13 55.47 482533 -0.02 155 DRY N/A N/A N/A ISD 53.21 51.49 485630 -0.40 16 35.40 33.24 455.73 0.06 17 38.31 36.33. 4893.56 -0.11 18 41.78 40.30 4884.68 -0.14 198 DRY N/A N/A N/A 190 38.57 35.99 4861.63 -0.01 20 40.94 38.53 4854.94 -0.98 43.46 40.19 4864.86 -0.58 22 31.99 30.35 4871.64 -0.02 23 35.34 32.63 488.5.12 0.07 24 56.09 53.94 4834.26 0.26 3 59.23 55.88 4854.17 -0.04 26 30.18 27.99 4866.79 -0.15 27 29.86 26.92 48.55.14 0.12 3 41.22 38.66 4890.22 -0.10 29 54.14 51.27 4835.41 .0.04 30 27.43 24.03 4869.91 0.17 31 57.10 54.95 4860.03 0.04 32 32.54 30.40 4877.43 0.03 33 30.64 29.69 4852.97 0.12 34 25.97 23.04 4846.07 -0.19 34a 25.85 23.02 4846.09 -0.28 35 38.93 36.07 4861.42 0.03 36 35.38 32.67 456.02 0.06 37 34.95 32.18 488533 0.03 37a DRY N/A N/A N/A 41.48 38.51 4893.34 -0.05 39 42.27 39.71 4864.98 -0.02 31W-0t 29.57 26.94 485535 0.48 313V-02 27.46 24.66 4846.92 0.38 1113X03 42.49 40.28 4888.95 0.31 9./0.4.089 APPENDIX G PERMEABILITY CALCULATIONS 920289 _. __asill Industrial Compliance ialfA SHEET j OF_JOB NO. Z—3114( W SP r 1746 Cole Blvd., Bldg. 21 #300 Tot' PROJECT gE r.i es E u G ` Golden, CO 80401 BY /3j70 DATE I a 0, 9a 303/277.1400 CHECKED BY C1" C, DATE ( /1_.,tt17t ?Aeae -ra-rs __ a Al Ilglgz. = al -B = 5oFr- 3g.SFr /L pr N = e+c +(Lk) + (PXa si3- = scs rim- a a6- Fr4 ( ll.%)1- 60pSI)(o7.36 _ 70.4, Cr) �N ,(�,vl •l- but = : ao�;lOi cQto • K= ex-fremelj law permea.bi nnuf ae i fi" -I-n merge ACK-E.e <31:5 - 8‘,01/41 A-Y PKEs5ueE 0 i 6 90, A AID YIELDED 5AME q�st��r A-.5 7 sr AT io ft. !Jo K ear eidewlQim „„ l, •:,_ I-DIZ0l710J OW . IJOT Ae k eEPT ALA/ v4-T£/Z A-r PetssLteE uG 72; 26—)05.r. a _ ,�uAi 1/1&1qt L = I1.S pr 0 k1= 104 _ eQ = 0. CAC �RDM lDP5% fa 151,3 1., 4;± ons,dered aceurate rep/fieh>!a, - c fornith'n leatap_) afributod fa fib 8 of sired/ void u( 5-1- aura. Ala AG*ti: ; so QED ;- k e -iCniel liCt0pe' eaI //'- (mnct be Lirr'ch�i 'rc�L wrLit -J me-fhoa! Pert -rEsES • Eusi a— Pig ssueEs or' Io; ao)_ 30 An JO YIELDED SAME es AT TIMt a 2paC,H �D M//.l. (Jo AGA-L i w Q=o K Dime- be. attanD. d. /U 1br3M1)-no4 At) nloi A-6CEPT 4J w4rte AT P/1>=ssu2Es Ua re, . f.'- - === Industrial Fl— = Compliance Incorporated 15955 West 5th Avenue Golden, Colorado 80401 (303)279-2636 I PACKER PERMEABILITY T..--DATA SHEET Boring No. P ''al Job No. �- 3 71C Boring Radius (r) mil " (ft) Engineer (2,,9✓ Depth of Boring (d) SU' (ft) Date viccpZ— n .L2T �, Depth to Static Water (A) Nil( (ft) Flow Meter No.3.4. 3 �Fa ii$IS— „rk-,c Depth to Center of Packer (B) 3R..�(ft) Height of Gauge above , Gauge Pressure IP) (osi ) Ground Surface (C) .3 3 (ft) Flory Data Notes 02s:.. • Cubic Time Gallons Feet Flow Rate u 4 34.47 3 4 g2.4.1/7 677 d0 lc 812('7 30 8-R`7 • . g;4.47 11/ d a g}491 r • as447 ao b4g7 3v F,J-447 3.. Average Q • ft3/min CALCULATIONS K - Q 1n l : L≥10r L - d-B 20rLH r H . B + C + _(L/2) + (P)(2.31 )-S• K t 9 sinh 1 L : 10r>Lzr where S • B + L/2 - A LH 2r Note: If no free water is encountered, 5 . 0 . 92,0 3849 ---- .=-=-.-__---=.:-.=_,===.--- :.-..-5=.=-...t.=—..- =::: Industrial Compliance • E = Incorporated 15955 West 5th Avenue Golden, Colorado 80401 (303)279-2636 • I — ---.._......_..__ — --......i.-.... i PACKER PERMEABILITY - DATA SHEET . ��,,// C�-IcO/scJ1LfP1-1214P2-�i2� Boring No. P - Job No. c?�— 37/(0 Boring Radius ( r) r•R " (ft) Engineer ae S7')Depth of Boring (d) S (ft) Date /�/�/ Depth to Static Water (A) eyl (ft) Flow Meter No. 301.38Q6 /C. tticAltioa Depth to Center of Packer (B) . ds (ft) Height of Gauge above / ;, Gauge Pressure IP) f psi ) Ground Surface (C) ...5 (ft) Flory Data - Notes x7//44 40-..;? iM.1. war-t S.,47ro.-.. • Cubic 8Cria- 0 r--4•� `rn /rvs(.d a.9 Time Gallons Feet Flow Rate ; /� j s- p A3S. 04- i B3C 04 .2. 61 S-. 1,4-- . 43 Dos_ o,I- �- (s >¢ • 7 ci8 .o q Jo air• u4" -- • — 53s-734- 83. I 0 3 3 4 C 8 & _ 81�, 0d • 635r, 08 • is- c )a. oe Average Q in ft3/min CALCULATIONS K = Q InL : L?lOr L - d-B larLH r H it B + C + (L/2) + (P)(2.31 )-S K - Q sinhl L : 10r>Lar where" S - B + L/2 - A LH 2r Note: If no free water is encountered, . S - 0 • • • • • 9; x'89 . _-_ industrial F! _ Compliance c-- Incorporated 15955 West 5th Avenue Golden, Colorado 80401 (303)279-2636 PACKER. PERMEABILITY - DATA SHEET Boring No. PAL Z&-ir sa,i(FPz-1-2- Job No. • c-2 -37/40 Boring Radius ( r) d" (ft) Engineer U-i Depth of Boring (d) $ O (ft) Date V/Wfl Depth to Static Water (A) /k//A (ft) Flow Meter No. 3?-3L'Ra+c •2(? Depth to Center of Packer (B) 38a (ft) Height of Gauge above Gauge Pressure (P) (psi ) Ground Surface (C) 3 3 (ft) Flory Data Notes +s Cubic (.53sc3 Time Gallons Feet Flow Rate `T • - d2i 7 6,3c08S 0435. 08 s 832, og 63S; GO 7 odon..•std %-.4S CO)0x , 6..ra- 1z fr .4 h rS 6.35-77Z • 30 635:v3 -c- os: • O 835,08 4- r ceJ ` 63s.c€ a 1 83;.eb 3o ft;3So4 • Average Q = ft3/min CALCULATIONS K = 01 In L : L≥10r L = d-B 3LH r H = B + C + (L/2) + (P)(2.31)-S • K = Q sink 1 L : 10r>L≥r where 5 = B + L/2 - A br LH Zr Note: If no free water is encountered, S = 0 • • • 92O289 L QONM€ Industrial Compliance i/'fit SHEET / OJ/F o2 Ir JOB NO. .2- 37/Le 1746 Cole Blvd., Bldg. 21 #300 s+y�E ' PROJECT )23:1 -.1�1rCs.l31,{.e-Gr Golden, CO 80401 BY DATE I /0Q071 94 303/277-1400 CHECKED BY IC- DATE [ /Ze 3 / rd 7 Rk-elt€ I- 3 Per 3 (n ttlit P-a-2C) -- s = 8 + z A =0 Ink e W/Arrtt) _ ' 15,5 `r * -3, 75Pr (MZ •�) + P(y.3I) "D o'rLNFrj r .77.5 `T -, as/ (P� = (t 1 I, \ r a Q arr(i1.5n)(1- it.. pressmint, A COAL CM CP 57)- (GAL l i ua+A U__ 4 K ( 1�5 don?� k _/d _0,aa alai/min - — Agat a'iir;E.tfO C! it z nun) 4n 4est trea..kr -Jabn10-i- tinctilDr not talc untie!_'. _ .aD__ __ _a 05 qo.e/Ion &CS pm 73.7 _ _ aY/0-c°. ._ _ _ (3 •ha 4 mfn) (AVA)_. 0,05 qa i/5 min (50p /D min) - .. _. as ao5W �10min 0.005 Baas— a5x/D"' Oasec( on � � e si ! (1 to zD nun) �d• ._ a4 ?.IOlaL/L„'n '7 (0.12 8a.9� _ 3X/0 IPessure chakiirc(1 (O yro I min) (AVG) c uviv1q Ic+- kW Q /1min Val ash/ I .. _ ( it„/2 min) r Ll e5'rfen'� 6.3040..[/Im.n I (a 40 3 m i nl 67,30 a0.(/i min (34,`.1""") (o. 30 gall I„„n I (Lro 5mia3 vressure, chase,' (o,309a.(/ir '7 in Co.Co.a17 3,3)x7O'4 Urasu cc, 2Jlaltice- j tD a0 psi __ (5 to (i m,n) (AV&O p ��gp� t✓ . (,) }id- L' (o,a op)l I min JILLVJ dal I 0u..14 I (/ 7'^ 7 min) 011esh-.fled ___= Industrial Compliance r€-- Incorporated 15955 West 5th Avenue Golden, Colorado 80401 (303)279-2636 . .. _. ..-----------......(._...., 1 PACKER PERMEABILITY - DATA SHEET • Boring No. pi:- q3 6a-pz-2c) Job No. 02 - 37/(n Boring Radius r) o! 'T (ft) Engineer ( AfqAr- Depth of Boring (d) 3n (ft) Date ///7/A� �J - Depth to Static Water (A) N/A (ft) Flow Meter No. 55 8qj& /C Rockvie 0(Depth to Center of Packer (B /8,51ft) Height of Gauge a ore , �� Gauge Pressure (P) (psi ) Ground Surface (C) .3 3 (ft) Flaw Data Notes Crroas-- &n 4r„1(' c•.- p ui I fts74 ry-t-T3 Cubic Time Gallons Feet Flow Rate • xsf toes& o 837.3/5. I 637..t-s- 2 e3-7,3xU3 637 S2c) e it37:S.:I" 3:--- ---- -- /0 337 3L ' ;S 837.310' au E,37320 3O 637. 32* • 0 637,32-D 3 f s ..-. _-_ 837_,.32_____ _ /0 837. 3a.a ? rS s Y7. )2-0 ?IS 7 2° _ o 3 7, 32-0 ' - 35 E537 . e Q • ft3/min K • Q In L : L≥l0r 3 LH r • I- C + (L/2) + (P)(2.31 )-S K c IQ -1sinh 1 L : 10r>-L≥r where S s B + L/2 - A 2r Note: If no free water is encountered. . 5 • 0 . 9Z0,h1S9 ..,-_. :.-_•z_-_-_-,=.7.:---_ Industrial =- Compliance t ' -- Incorporated 15955 West 5th Avenue Golden, Colorado 80401 (303)279-2636 / PACKER. PERMEABILITY - DATA SHEET Boring No. PK- 3 6TheP2-7-0) Job No. cZ- 37/(0 Boring Radius (r) -Z" (ft) Engineer '.✓� r r Depth of Boring (d) .30 (ft) Date 1'i7 tii Depth to Static Water (A) NA (ft) Flow Meter No. 31-3t3y'8IS— Cc.1( ,aAO_ Depth to Center of Packer (B) /8.S (ft) Height of Gauge above Gauge Pressure IP) (psi ) Ground Surface (C) 3r3." (ft) Flory Data Notes Cubic r`91-�" 2c ps`- o 844: Sas. Time Gallons Feet Flow Rate I X41- STss aiis... O 8373u L 34-¢ - 3-35 t 3 ;^ s3} 3 4 5, 41 .5-4-4) 4 5 8 ,S s 837310 i0 — 817 37-O /O a44• s4r dv 837.3ZC inelasA pc ssJt 15 47-psA-. 3 0 e 37.32 Cri tM vgt'oz u,.tt y� ;t¢pu et: ( . -C a • 644. cco ) N4?�, 34,0 o 837. 713 )_ , 84Z(t,72O 8-0. )z,- 3 54L.3st z g vfl ur 4 as 4 Y8t 3 W S 817 !o/o g-0,32. a:r.,. v. I: :14?k 846. Zt C --t� ;IA D/, .L J 5 b�(LM A.410 CVama.,pt sir dwa) 4�•rs.o J,.1Ja. e.E;- IC 64140 46 541;2100 7 84 4r is70 • S +nwvx4 k>hk --. .,)cos. o ACa. 730 Average Q i. ft3/min CALCULATIONS K r Q 1n L : L?]0r L - d-B birLH r H s B + C + (L/2) + (P)(2.31 )-S K s q sinh1 L : 10r>LZr where' 5rB + L/2 - A arr LH 2r Note: . If no free water is encountered, . 5 - 0 I Industrial Compliance comics "i% SHEET/ a OF Z JOB NO. - 3 71 I, 1746 Cole Il F1 � l3U eat Co a Blvd. 21 #300 Bldg. Golden, CO 80401 SYSTf BY DATE /' / 303/277-1400 CHECKED BY A C DATE / / a3/R -PAcLFe rtsr -4 = aofr- ias cc= 9.5f- L≥ for S_= 3t*.-A_= o (do r za W )4= 3+ C-r-4i &z,s -5 /0.6-fr-,- I, 2scr,- 9,5L +.:_P(z.3/) - 0 llr, 5r 2. 3/(h) Z K = o �n L Q / �/ _. J_ cr.3 9. 5 1 vzsIenA -_ _.. o? -LN r an-C9, )CH L /,.11oo7 _J( «=r -& , Press __ AC24�__ Q I-I K CoMMEJ7 ( (641-111 e1 (Gnat) (Pr) (0115) _ cab G4L.liM�� l. G4 -- r. iRxio�4 Dlo Aloe (0 7n 1 MIA coA.I 1.064__ (LID 2. MAIL - _7-1/tA E._=OD_. 4.- (2..rD _3 mild) 30_QEP4tsz G,3 64-L1-I M l\J w 1r n-s C3_fi_�{mletr7 77-/DiAGET_ - (4rr _M,nl) WA5_STHG6. (-Oro (p MH kl) I,164-LI 1 mild ita C,A-(,/J mid (7ro 8'm/NJ _ _ I.I GlAc-II n1W (g ?09 MIAI) _. ._. 1. d GA-t/I MIJ l9 m /0 in,N) 3.i-{ coLI Li m1.) (lD t I.5 maJO IS.PY M9 9213 rti , j 5Industrial Compliance WPo_ SHEET a OF _ /JOB NO. / g - 371 1 I - 4 1746 Cole Blvd., Bldg. 21 #300 sj'ST5 ! PROJECT 10f,r�lssiue4 Golden, CO 80401 BY '(TS DATE I /as 9a 303/277-1400 CHECKED BY 1_ DATE I /2..3 Fl L eq.a 2 T&s-r - 4 Lcontr.) 0 Pressure A &4L Q J-1K eommotsz . (Dot ) (641-/bd-rFeV/41. (GPMt _ (rT) (cm Is) /5 /,164L/I MIn/ 1, aav6.1 5/.15 1,1 x10- 4- (,/slA/G tgA-7.A- (oTDiMI�1� Feotvl I. I A 41.11 mud) St_Lokl-to _ (.177) Z- MIn.1 --rtsr 2..Lt n/ 1 _. . _ 1. 5 AA-1-lmi AT IS Pis] I - _ _. (Z?D3 Mini _ I. 5 !aA-L/MII� LTV `-1MInl) I L4 Gib/1 Aoki 8.5 64-t,/ 5t (5 mo NII J -/-% _ __ e9.(o GA-C-./ tM1 . _ SDAvG1 _ 4%9,70 a,aY)0 "4 . USn1G1 174-7; - .-- Corn / M10.1 Fen4.:_ __ oVi1 Ciro Z_ miN 1-fST Li Lirva maid (,3 1'D 4 *id) , _ _ 02,9 G,AL/at! Re 77, sM _ 1a.3 tae. /s 0, i CS roil MIu I5.9Gac. 15A C/PTD /5M1,�� . (o20 Gilt/ 15^^1� 05 TD SO M/ff, .2s.9/ -- g ktly 6.4;00" '‘) -fr(I.1 kl0 "34- (2,2v/p"5 - I, 7 x/0 "�L`'rvi&e. 3 i.E tE =_=_-= Industrial s Compliance E incorporated 15955 West 5th Avenue Golden, Colorado 80401 (303)279-2636 • PACKER PERMEABILITY - DATA SHEET Boring No. PK- 4 (dur R1- 3) Job No. • fr1-37/(c Boring Radius ( r) or = O.r61.7 (ft) Engineer Ue ..-- Depth of Boring (d) ,Ad A (ft) Date ikto/y�.'-3 p Depth to Static Water (A) N (ft) Flow Meter No. .54 &u:hwtt Depth to Center of Packer (83 to S (ft) Height of Gauge above , Gauge Pressure IP ) (Psi ) Ground Surface (C) /13" = ha S-- Ift) Flow Data Notes Cubic Time Gallons Feet Flow Rate LE3il�_ e 8537.70 I e s-1.o i 6 6-44-- 4 8c47. ,o 92 C. 6 cCo 7o----- 0<s 1. ez 8 g vs-Leo 9 6 t s¢. Io - r_ IS 8ss8. st> ao - 6tt5 ,gs- '. 3O 6Ss-8gC 9 ices', O 8c5-8.9s— , a e11-8-4:2y 7C-81C � 3 (...170_j n..eT� so eTVE.'1 ,O (9,-TB•4i- v q - 30 8,1S-B.EK- - Average Q ic ft3/min CALCULATIONS K = 9l n L : L?1 Or L • d-B LH I H • B + C + (L/2) + (P) (2.31 )-S K r Q sinh1 L : 1Or>Lzr where' 5 • B + L/2 - A Zn-LH Zr Note: If no free water is encountered, . 5 ■ 0 • • Hello