DWR_2731751 - Laserfiche WebLink

DESIGNED DRAWN: CHECKED:_ REVISED:_ REVISED: TH -1 TH -2 21/12 D El. 101.9 El. 101.4 5255.0 5254.5 LEGEND: 105 105 WC =10.4 446/12 FILL, SAND, CLAYEY, MEDIUM DENSE, SLIGHTLY MOIST, BROWN (SC). 200 =25 DDD =99 3 A ND SLIGHTLY SILTY LOOSE TO ME D IUM 0 30 INCHES WERE REQUIRED TO DRIVE A DENSE S LIGHTLY MOIS T B ROW ( SP 100 100 - - SP SM)- 200 =14 - CLAY, SANDY, STIFF TO VERY STIFF, 27/12 MOIST, BROWN (CL). WC =75 DD =121 24/12 sS = <0.01 2 200 =26 2.5 -INCH O.D. SAMPLER 12 INCHES. SAND, SILTY, MEDIUM DENSE TO DENSE, 90 9 MOIST, BROWN ISM). 95 95-- 65 65- Summary Logs of 60 60 - Exploratory MULLER ENGINEERING COMPANY Borings HAVANA POND IMPROVEMENTS PROJECT NO DN44.995 -125 FIG. 2 PREPARED BY: r. DATE: DATE: DATE: DATE: DATE: MULLER ENGINEERING CO., INC. CONSUI, TING F,NGINEERS 777 SOUTH WADSWORTH BLVD. X4-109 LAKTWOOD, COLORADO 80226 303) 988 -4939 PROJECT NO. 07- 030.08 URBAN DRAINAGE AND FLOOD CONTROL DISTRICT F -3 HAVANA STREET DAM IMPROVEMENTS RECORD DRAWING July 9, 2012 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, MULLER ENGINEERING COMPANY, INC. CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DRAWING ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. GEOTECHNICAL EVALUATION SEO # C -1991 SHEET 3of14 I3 21/12 DDRIVE SAMPLE. THE SYMBOL 27/12 INDICATES WC =10.4 4 46/12 27 BLOWS OF A 140 -POUND HAMMER FALLING 200 =25 D DD =99 3 30 INCHES WERE REQUIRED TO DRIVE A 200 =14 - sS = <0.01 22.5 -INCH O.D. SAMPLER 12 INCHES. 90 990-- 4 2 NOTES: WC 4 10/12 N DO= 106zoo =lo 11. TTHE BORINGS WERE DRILLED ON JUNE 18, 2010 USING 4 -INCH DIAMETER, w w 85 8 2 85 EE CCONTINUOUS- FLIGHT AUGER AND A w - w w TRUCK - MOUNTED DRILL RIG. LL _ z0 - 12/12 zz 22. G WATER WAS NOT ENCOUNTERED 1WC =5.0 116/12 c DURING THIS INVESTIGATION. Q - DDD =107 WC =19 6 c D 200 =10 DDD w 33. WWC - INDICATES MOISTURE CONTENT ( %). J - 0P1_32 w w DDD - INDICATES DRY DENSITY (pcf). w - 80 sss =<001 880 - LLL - INDICATES LIQUID LIMIT ( %). PI - INDICATES PLASTICITY INDEX ( %). 200 - INDICATES PASSING NO. 200 SIEVE ( %). 10/12 - 16/12 SSS - INDICATES WATER SOLUBLE SULFATE 2 P CONCENTRATION ( %). LL3I -16 C 200 =52 UUC - INDICATES UNCONFINED COMPRESSIVE 75 7 uC =2.500 75--- SSTRENGTH (psQ. 4. TTHESE LOGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS AS CONTAINED IN THIS REPORT. 70 770--- 65- Summary Logs of 60 60 - Exploratory MULLER ENGINEERING COMPANY Borings HAVANA POND IMPROVEMENTS PROJECT NO DN44.995 -125 FIG. 2 PREPARED BY: r. DATE: DATE: DATE: DATE: DATE: MULLER ENGINEERING CO., INC. CONSUI, TING F,NGINEERS 777 SOUTH WADSWORTH BLVD. X4-109 LAKTWOOD, COLORADO 80226 303) 988 -4939 PROJECT NO. 07- 030.08 URBAN DRAINAGE AND FLOOD CONTROL DISTRICT F -3 HAVANA STREET DAM IMPROVEMENTS RECORD DRAWING July 9, 2012 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, MULLER ENGINEERING COMPANY, INC. CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DRAWING ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. GEOTECHNICAL EVALUATION SEO # C -1991 SHEET 3of14 I3