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EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EIGHT MILE
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3600 - Recreational Health Program
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PR0541303
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COMPLIANCE INFO
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Entry Properties
Last modified
6/24/2021 9:25:42 AM
Creation date
6/24/2021 9:14:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3600 - Recreational Health Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0541303
PE
3611
FACILITY_ID
FA0010044
FACILITY_NAME
ELKHORN RESERVE
STREET_NUMBER
800
Direction
W
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95209
APN
08403001
CURRENT_STATUS
01
SITE_LOCATION
800 W EIGHT MILE RD
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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pool 1201 N. Tustin nue <br /> engineering Anaheim, CA 92807 <br /> Inc. Fax: (714) 630-6114 <br /> Phone:(714) 630-6100 <br /> POOL WALL SUMMARY NO R.B.B. <br /> TABLE A - NON-EXPANSIVE SOIL <br /> rsoa 30 pcf H 8.5 ft R88 0.0 ft R 5.0 ft <br /> Sec H1 H2 t d SOIL Vertical As Os SOIL <br /> fi. ft. in. In. OTM MR MT V Steel in" in. p g ] Is is„ Ile fc,i� v V,ft-Ib ft4b ft-Ib Ib psi psi psi psi psi psi <br /> 1 0.0 0.5 12.0 8.81 t .38 -371 4#3 @ 12' 0.110 0.375 0.001 0.136 0.955 -476.1 20000.0 -7.3 1125.01 0.0 55.0 <br /> 2 0.5 1.01 6.0 2.61 5 -59 54 15#3 @ 12' 0.110 0.375 C.U031 0227 0.924 -2272.4 20000.0 -65.5 1125.0 0.4 55.0 <br /> 3 1.0 1.61 6.0 2.81 17 -69 -52 34#3 @ 12" 0.110 0.375 0.003 0227 0.924 -2168.0 20000.0 -62.5 1125.0 1.0 55.0 <br /> 4 1.5 2.01 6.0 2.81 40 -78 -38 60#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1593.3 20000.0 -46.0 1125.0 1.6 55.0 <br /> 5 2.0 2.51 6.0 2.81 78 -88 -9 94#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -391.8 20000.0 -11.3 1125.0 2.8 55.0 <br /> 6 2.5 3.0 6.0 2.81 135 -97 38 135#3 @ 12" 0.110 0.375 0.003 0.227 0.924 1593.3 20000.0 46.0 1125.0 4.0 55.0 <br /> 7 3.0 3.5 6.0 2.81 214 -106 108 184#3 @ 12" 0.110 0.375 0.003 0.227 0.924 4518.8 20000.0 130.3 1125.0 5.4 55.0 <br /> 8 3.5 4.0 6.0 2.81 320 -124 196 240#3 @ 12" 0.110 0.375 0.003 0.227 0.924 8180.0 20000.0 235.9 1125.0 7.1 55.0 <br /> 9 4.0 4.5 6.0 2.81 456 -162 294 304#3 @ 12" 0.110 0.375 0.003 0227 0.924 12277.3 20000.0 364.1 1125.0 9.0 55.0 <br /> 10 4.5 5.0 6.0 2.81 825 -225 400 375#3 @ 8' 0.221 0.375 0.007 0.304 0.889 85892 20000.0 369.4 1125.0 11.1 55.0 <br /> 11 5.0 5.5 6.0 2.81 832 -321 511 454#3 @ 6" 0.221 0.375 0.007 0.304 0.899 10984.3 20000.0 472.4 1125.0 13.4 55.0 <br /> 12 5.5 6.0 6.0 2.81 1080 -457 8231 540#3 @ 6" 0.2211 0.375 0.007 0.304 0.899 13390.0 20000.0 575.8 1125.0 16.0 55.0 <br /> 13 6.0 6.5 8.0 2.81 1373 -647 726 634#3 @ 6" 0221 0.375 0.007 0.304 0.899 15613.1 20000.0 671 A 1125.0 18.8 55.0 <br /> 14 6.5 7.0 6.0 2.81 1715 -911 804 735#3 @ 6" 0221 0.375 0.007 0.304 0.899 17279.3 20000.0 743.1 1125.0 21.8 55.0 <br /> 15 7.0 7.5 6.0 2.81 2109 -1290 820 844#3 @ 6" 0221 0.375 0.007 0.304 0.899 17816.7 20000.0 757.6 1125.0 25.0 55.0 <br /> 16 7.5 8.0 6.0 2.81 2560 -1882 678 960#3 @ 6" 0.221 0.375 0.007 0.304 0.898 14580.1 20000.0 627.0 4125.0 28.4 55.0 <br /> 17 8.0 8.5 6.0 2.81 3071 -3733 563 1084#3 @ 8" 0.221 0.375 0.007 0.304 0.899 -14242.4 20000.0 -612.5 1125.0 32.1 65.0 <br /> W.\Details\Release\Calcs 2013\100NC CBC2013[v1.40].pdf 10/09/201301:28:50 PM ©Pool Engineering, Inc.2013, Page 11 of 51 <br />
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