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WP0040788
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4200/4300 - Liquid Waste/Water Well Permits
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WP0040788
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Entry Properties
Last modified
3/4/2021 1:15:33 PM
Creation date
3/4/2021 12:25:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
WP0040788
PE
4366
STREET_NUMBER
25275
Direction
N
STREET_NAME
MAGNOLIA
STREET_TYPE
PL
City
ACAMPO
Zip
95220-
APN
00540006
ENTERED_DATE
5/6/2020 12:00:00 AM
SITE_LOCATION
25275 N MAGNOLIA PL
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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BILLING <br /> (209) 933-698 <br /> 1�4 KNIFE ftlVEft CENTRALODISPATCH: (800) 46406572 - (209) 933-6999 DELIVERY 747253 <br /> AN MDU RESOURCES COMPANY P.O. BOX 66001, STOCKTON, CA 95206 TAG <br /> STOCKTON PLANT LODI PLANT MANTECA PLANT TRACY PLANT ELK GROVE PLANT AMADOR TRANSIT MIX <br /> 400 S.LINCOLN ST. 851 E.LODI AVE. 450 EAST WETMORE 1728 WEST LINNE ROAD 10260 WATERMAN ROAD 12480 RIDGE ROAD <br /> STOCKTON,CA 95203 LODI,CA 95240 MANTECA,CA 95337 TRACY,CA 95376 ELK GROVE,CA 95624 SUTTER CREEK,CA 95685 <br /> SOLD TO: SHIP TO: <br /> TIME MIX NO. ICU.YDS.THIS LOADI YARDS ORDERED I ORDER# I DRIVER/rRUCK PLANT <br /> DATE NO.OF LOADS <br /> i <br /> I <br /> KNIFE RIVER AND DRIVER OF TRUCK are released from any JOB SITE CYLINDER' OYES KNIFE RIVER WEIGHMASTER CERTIFICATE <br /> responsibility of addition of colors due to variations in cement and THIS IS TO CERTIFY that the following described commodity was <br /> aggregate materials or admixtures, and for damage which may be weighed, measured,or counted by a weighmaster,whose signature is <br /> incurred in delivering materials across the curb or property line.Claims Water Gals.to full load❑YES on the certificate, who is a recognized authority of accuracy, as <br /> for shortage will not be allowed unless made at the time this material Added prescribed by Chapter 7(commencing with Section 12700)of Division 5 <br /> of the California Business and Professions Code, administered by the <br /> was delivered. ADDITIONAL WATER ADDED TO THIS CONCRETE On Job Gals.to 2/3 load DYES Division of Measurement Standards of the California Department of <br /> WILL REDUCE ITS STRENGTH. ANY WATER ADDED IS AT At Food and Agriculture. <br /> CUSTOMER'S OWN RISK. CONCRETE IS A PERISHABLE Customer's �� DEPUTY <br /> COMMODITY AND BECOMES THE PROPERTY OF THE Request Gals.to 1/3 load❑YES <br /> PURCHASER UPON LEAVING THE PLANT. ANY CHANGES OR <br /> CANCELLATION OF ORIGINAL INSTRUCTIONS MUST BE AUTHORIZED BY: <br /> TELEPHONED TO OUR OFFICE BEFORE LOADING STARTS. <br /> RECEIVED BY: /� /� • • • • • <br /> 'The mixes quoted are not warranted to be acceptable for any particular use,purpose or application,nor are they warranted to be acceptable for use In any particular <br /> environment or in conjuncture with any particular soil conditions.Buyer's selection of the quoted mix,unless otherwise acknowledged in writing by Kn'Ife Rtver will be <br /> deemed to be without the advice,consultation,recommendation or suggestion of Knife River and Buyer assumes all risk related to the selection of the quoted product for .-- <br /> any particular application:' <br /> COUNT •= Time of Job Min. REASON FOR DELAY TIME: <br /> •� ❑ Job Not Ready <br /> Standby Mtn. ❑ Job Broke Down <br /> fCOUNT START POUR • • Rate of X$ Per Mtn. ElTruck Broke Down I 1 <br /> ❑ Adding Water <br /> _$ ❑ Arrived Job Early <br /> TIME ON •_ LEAVE •_ ARRIVE PLANT ❑ Slow Placing Method <br /> Five(5)min.per yd.free unloading time allowed. ❑ Other(Explain) <br /> Additional unloading time charged at a minimum <br /> $1.50 per min. <br /> 747253 <br /> Jt t�. i, 1'I 7, vivjl �..I`r.ti>r' rji _ �:: I1iItr�'f: 1Jltfi; -i-1t.'I-:E`l� II` �.LI11{.! ii;�i:t• <br /> t_tr_r"' i r... , 1,F.� 1/4t.-J16 1.r_ <br /> �'i�t:It.t`f1f'ij <br /> , 1,.'11_'1 !•"fir{1ti, �ur't,4 L�! i 1 ,1.Tt�r l <br /> Desi o 1 Re�qguired Patched ` tlar Moi Lure wttfal wa1 <br /> 1 :;G Io 7 '73 1h 7%@ 1b -0,41s 121q A 248 lb <br /> i`rT'F 1 %8.0 lb 3872.0 lb 2Z U.D i b -0. 1 <br /> L ifE'' ?•S0 ib 173 ib 1738 Ib 0.15% 1738 lb <br /> GIct11aI Nlla Gatche:: 2 Manual 1Z:54:25 b <br /> I t!ad Tat s1; 13558 Ib Design 0.3A2 klater Cerenl' 0.515 A Design 1.400. lb Actuall? 5.8 lb To Add., 0.0 �b <br /> `i?oEf to # Nater in Trucli: 0.0 lig' Adju t 4ater:5A4. gat ; Load Trio Nater-: 0.0ga1; CYC <br /> SITE COPY <br />
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