docRelative Hydrocompaction Susceptibility Map (Soil
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Relative Hydrocompaction Susceptibility Map (Soil
µ Massive SN Not to Scale Minimal Moderate DR IV E HSS SN 100 EAST ST. AUTO MALL DRIV E CA N YO N RA NC H 300 NORTH STREET DR IV E COMMERCE CENTER DR. EW AY Minimal FR E NORTHFIELD ROAD 550 W. ST. 475 W. ST. 2675 N. ST. 2530 NORTH STREET NO R ST H RT T EE N CA YO N RA H NC IV DR 230 0 NO 1925 NORTH STREET 775 E. IL CIR. BANDTA DL E RS C AN YO N R O AD COTTONT AIL DRIVE CIR. . WA GO BU C NT KB OA RA IL RD MIL LS TR DR EE T IVE LE R ND E SA W DR 475 E. 425 E. 350 E. T EA S 75 DR IV . E DRIV K ARIS TA M CIR. CIR CH A SE FRO 2300 WEST STREET CL IF LE SE FRO WAGON TRAIL DR. 2015 NORTH ST. CL IF A DRIVE LA NE RNE DA N T DR IV E K CIRC CRE E THO D.L. SA RGEN COBBLE COTTONTAIL CIR. 2200 N. ACK 210 0 N. CIR. RED CEDAR CIR. OD SUM 215 CIR 0 N. . 2530 NORTH STREET WE D CIR GE W . O HA W SS RTH ST. 625 E. ST R CO M M EE T ER CE CE 2300 NORTH STREET SE RV ICEB ERRY NT ER DR . WE DG E WO OD LA N E NORTH FIELD ROAD 775 WEST STREET BULLDOG ROAD 00 24 E E ROA LA N Y ON D 280 W. CIR. 330 W. CIR. ROSE WOOD CIR. 230 W. CIR. WE DG E WO OD MAIN ST RE ET DLE RS CAN FI D 1935 NORTH ST. FID SUNBOW ST. 175 WEST STREET 1725 NORTH STREET SN N. NO R TH CE BULLDOG ROAD DA RB LV D. 152 5 147 4 N. 180 E 140 E E 22 0 120 E + U 1600 NORTH ST. 160 E NORTH FIELD ROAD LUND HIGHWAY 1600 N. 1675 N. ST. 1630 N. ST. 80 E WILLOWWOOD CIR. 50 E FRONTIER CIR. BRAMBLEWOOD DR. 1600 NORTH STREET 1550 NORTH ST. 1500 NORTH ST. CIR . 1450 N. CIR. 1425 NORTH ST. Suspect 650 W. DO MEA 1350 N. 625 WEST ST. W BR OO KD R. 1400 N. SN NORTH FIELD ROAD 1325 NORTH ST. 1200 N. 5 . W 1150 NORTH ST. NO R TH OA D 2150 W. CIR. E DRIV W AY FA IR BULLOCH PL. 100 EAST STREET HIGHLAND DRIVE 200 EAST STREET WE E ST RN 300 EAST STREET 100 WEST ST. 200 WEST ST. 300 WEST ST. 500 WEST ST. 600 WEST ST. 700 WEST ST. 800 WEST ST. 900 WEST ST. 580 E. ST. HSS 300 EAST STREET 600 S. CIR. 650 S. CIR. ST REET AVENUE ALTAMIRA 680 SOUTH STREET ROUNTREE DRIVE 400 EA ST 670 S. 75 EAST STREET SUNSET DRIVE ST. JAMES PLACE 225 EAST ST. 150 EAST ST. 75 WEST STREET WAY 450 WEST ST. 515 WEST ST. 580 WEST ST. 640 WEST ST. 700 WEST ST. 150 WEST STREET 225 WEST STREET KAYENTA CIR. 780 WEST ST. 860 WEST ST. 400 EAST STREET 300 EAST STREET 100 EAST STREET MAIN STREET 100 WEST STREET 200 WEST STREET 300 WEST STREET DEWEY AVENUE 450 WEST STREET 500 WEST STREET 600 WEST ST. 700 WEST STREET 200 EAST STREET 800 WEST STREET 800 WEST STREET 900 WEST STREET 1000 WEST ROUNTREE DRIVE 820 SOUTH ST. 110 WEST ST. 860 WEST STREET 895 S. ST. 170 WEST STREET 555 WEST STREET 475 WEST WOODS DRIVE FOUNTAIN DRIVE PIN SN E DRIVE SUNDOWN 1350 SOUT H SE L SS 625 LA K E 625 WEST 700 WEST 800 WEST 'S LE IST BR CO NE D NE RIV E + U RELATIVE HYDROCOMPACTION SUSCEPTIBILITY CEDAR CITY, UTAH 1380 SOUTH CA R OU CIR. EN O EC PIN 500 WEST 1325 SOUT H WEST 860 WEST STREET MT. VIEW PINEWOOD DRIVE DR IV E 550 WEST ST. T EE FIR STRE ET ER WILD FLOW 1150 SOUTH ST. DRIVE T 450 WEST STREET ER PINEWOOD KNOLLS CEDAR KNOLLS CEDAR D. BL V TL EY BE N FOOTHILL DRIVE PAIUTE DRIVE MAIN STREET 100 WEST STREET 200 WEST STREET 400 WEST STREET 500 WEST STREET 1000 WEST ST. 1050 WEST ST. 1100 WEST 940 WEST ST. E CEDAR CEDAR KNOLLS WEST INTERSTATE DRIV IVE SAGE DR WEST AD CY RO RE G EN BENTLE Y BLV D. 1750 WEST STREET RID G ER OA D 1850 WEST STREET ED E S Y RO + U CORRY CIR. S CE E RIV AC STREET NT HU TH AL U 1950 WEST STREET . SO LE AP COVE DRIVE 0 82 T EE S DE GR E Minimal R ST M SN N AI 820 SOUTH ST. R ST Minimal S LL MOONLIGHT R ST DR. 995 SOUTH STREET D. N AI YON 1020 SOUTH 1225 S. ST. M M T EE CE KN O SUNSET DRIVE U LA NE CEDAR SAGE DRIVE WR 1120 S. E IS AD R PA ROBBERS ROOST STREET R SP LL O WAY D HO OO SS W 1070 S. CRO AR 970 S. 1020 S. 535 SOUTH ST. TERRACE 800 SOUTH STREET DANIELS IV DR MONTEREY 600 SOUTH STREET D CE 800 S. 975 S. CEDARWOOD CANYON ROAD 775 S. Minimal CIRCLE 500 SOUTH STREET 1100 WEST STREET 700 SOUTH IR 400 SOUTH STREET 600 SOUTH STREET 1175 WEST STREET 2075 WEST 650 SOUTH 1020 WEST ST. 1275 WEST STREET IVE E DR SA G 1500 WEST STREET 2125 WEST 600 SOUTH 2175 W. 475 SOUTH 940 WEST ST. ROAD RIDGE A CAS A LOM 500 S. CIR. 425 SOUTH C HILLSIDE PL. 400 SOUTH STREET 546 SOUTH STREET 2200 WEST 1150 WEST ST. SAGE CIR. T 184 0 WES 460 S. CIR. PARK AVE. AC LE G 1400 WEST ST. 1650 WEST SN CAN 200 SOUTH STREET 200 SOUTH STREET 420 SOUTH ST. 525 SOUTH CIR. 675 SOUTH 1150 WEST STREET 1650 WEST STREET ER 400 SOUTH Y SN NIP JU 370 SOUTH 460 SOUTH ST. 550 SOU CIR. TH DRIVE COLUMBIA WAY YV N SUN 320 SOUTH ST. CASA LOMA STACI CT. MESA E D PARKWAY COLLEGE AVE. COLLEGE AVE. Minimal 200 SOUTH STREET 265 SOUTH STREET ME SA LS HIL DRIVE HOLLY CIR. ILLS ST H IV DR HILLS 350 SOUTH TE WE OIN AVENUE BOW LA N CENTER STREET . . ST SU Minimal 150 SOUTH D. AR P ET NS 1225 WEST ST. AV E. 2125 WEST STREET H VIE EAV W EN CIR LY . 55 S. AVENUE H CENTER STREET W 1150 D CE UL R IE W CE F 90 SOUTH RD. PE A E KIMBERLY CT. E OS S R ILD HILL W IV DR Suspect CENTER STREET AR CE D S L HIL . CIR SN E 1100 WEST ST. 1600 HARDING Minimal 2050 WEST STREET N DR IV . DR CIR . HI G HOOVER HARDING AVENUE AIME ST. 2050 WEST ST. DRIV YO COVE CA N 2380 WEST E COVE CO V CA N E YO N 1400 WEST STREET WE ST E TH 30 NORTH STREET CENTE R ST. WILDROSE DR. 1550 WEST ST. PU R SID E SUNNY . RIDGE ROAD CIR DR IV COVE DRIVE SIL VE E DRIV RS CIR . WA Y UT EST AB O ND 2475 W RO U 4000 WEST ST. GUIDE LIGHT DRIVE TS RA IN 275 N. ST. W GH OR + U + U SKYLINE DR. VIE 75 N WEST HARDING AVE. AVE. EH D HAMILTON CO V OA AY N KR W CO . DL EB AC SUNRISE AVENUE 400 NORTH ST. 200 NORTH STREET 200 NORTH STREET E A BE CIR SA D CO VE VIE W EE T EG LL Suspect SIGNA L CIR. BE A CON ST R SN DR IVE CO Minimal MEADOW 1500 WEST STREET STREET WOOD CIRCLE ROAD AIRP ORT E DR IV W VIE ES T W MEADOW STREET VIE W DRIVE SK Y 625 NORTH ST. 400 NORTH STREET 400 NORTH STREET . 675 NORTH ST. D 575 NORTH ST. 400 WEST ST. Moderate RO A IAL ROA D 600 WEST STREET 800 WEST STREET BULLOCH CIR. RE EK 600 NORTH ST. 700 WEST STREET BROOK ST. SR 56 685 NORTH ST. LC 300 WEST STREET 935 WEST STREET 1040 WEST STREET CO A INDUSTR UNION PACIFIC RAILROAD DR Suspect 775 NORTH ST. LUNT CIRCLE CO N 900 NORTH ST. Minimal HORSE ALLEY BE A 970 NORTH 940 NORTH 900 NORTH ST. 850 NORTH ST. 800 WEST STREET 2275 W. CIR. 2225 W. CIR. 2175 W. CIR. WAY SMEAD BLVD. LUND HIGHWAY 1000 NORTH ST. 400 WEST NR Minimal INDUST RY HSS 1045 NORTH STREET 400 WEST STREET IO CT E. 1050 N. IRONWOOD CIR. DU K AV 775 W. AIRPORT ROAD O PR PA R 1100 NORTH ST. CEDAR BLVD. KNOLL STREET 87 Y 1150 N. 1125 N. KITTY HAWK WAY Minimal 1175 NORTH ST. 1175 N. 700 W. WA 750 W. WK 1175 N. ET ST RE MAIN 1200 N. HA Y 575 W. TY KIT N IO IAT AV WA SN 1420 SOUTH SUNSET CIR. 1575 SOUTH Soils normally not subject to hydrocompaction problems. Terrain underlain by bedrock at shallow depth or coarse sediments containing low percentage of fine material. SN Massive Massive landslide deposits. Contain extremely variable soils, some of which may be susceptible to hydrocompaction. WARNING: Developments on this terrain may reinitiate mass movement; this possibility should be examined by an engineering geologist. Minimal Minimally suspect soils. Some possibility of occurrence: hydrocompactible soils in this zone are likely to be thin and shallow. TESTING DESIRABLE BEFORE PURCHASING OR DEVELOPING LAND Recommendation: 1 test hole per 20 lots. 50 feet minimum depth into soil or at least 5 feet into bedrock, to acquire undisturbed soils for laboratory testing. Moderate Moderately suspect soils. Deleterious soils likely to be thin and shallow. TESTING HIGHLY DESIRABLE BEFORE PURCHASING OR DEVELOPING LAND. Recommendation: 1 test hole per 10 lots, 50 feet minimum depth into soil or at least 5 feet into bedrock. + U Minimal + U Minimal Minimal HSS + U Massive Minimal Moderate Minimal Moderate Suspect HSS HSS SN CEDAR Susceptible soils. Deleterious soils likely to be moderately thick to thick. TESTING NECESSARY BEFORE PURCHASING OR DEVELOPING LAND Recommendation: 1 test hole per 2 lots. 70 feet minimum depth into soil or at least 5 feet into bedrock. SS HSS + U C I T Y, U T A H Relative Hydrocompaction Susceptibility Suspect soils. Deleterious soils maybe thin to moderately thick. TESTING NECESSARY BEFORE PURCHASING OR DEVELOPING LAND Recommendation: 1 test hole per 4 lots. 50 feet minimum depth into soil or at least 5 feet into bedrock. Highly susceptible soils. Testing may reveal information indicating residential or other development unfeasible. TESTING NECESSARY BEFORE PURCHASING OR DEVELOPING LAND Recommendation: 3 test hole per 4 lots. 70 feet minimum depth into soil or at least 5 feet into bedrock. = Location of ground cracks observed in 1977. All are associated with man-made developments. Disclaimer Cedar City Corporation assumes no liabilty for the accuracy of this map. Intent is for viewing purposes only. Map Printed Date: January, 2011 Relative degree of susceptibility to hydrocompaction is depicted on this map (see legend). Geomorphologic analysis. With aerial photographs at a scale of 1:20,000 as the primary tool, was principally employed in the preparation of this map. Only limited field checking has been done; no drilling, sampling or testing undertaken other than that shown in RI No. 124. This map has been constructed utilizing all information available through March 1978, and is subject to revision as additional data from future drilling becomes available. Purpose of this map is to inform all interested government agencies, private enterprises, and individuals planning to construct new buildings or to purchase existing buildings of a potential natural hazard from unstable ground, termed "hydrocompaction". This geologic phenomenon may be aggravated by activities of man. Appropriations No. 01-61-03 Archives Approval 7800157 Map prepared for City of Cedar City by State of Utah, Geological & Mineral Survey. Since this is a natural hazard, no liability is implied or assumed by the State of Utah, Four Corners Regional Commission, the City of Cedar City, nor the county of Iron County. CEDAR CITY CORP. 10 North Main Cedar City, Utah 84720
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