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WP0038863
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4200/4300 - Liquid Waste/Water Well Permits
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WP0038863
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Entry Properties
Last modified
11/8/2019 1:44:19 PM
Creation date
11/8/2019 1:41:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
WP0038863
PE
4369
STREET_NUMBER
25920
Direction
N
STREET_NAME
WATKINSON
STREET_TYPE
RD
City
GALT
Zip
95632-
APN
02102029
ENTERED_DATE
10/8/2018 12:00:00 AM
SITE_LOCATION
25920 N WATKINSON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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lVEft BILLING OFFICE: (209) 933-6980 <br /> KNIFE ft <br /> *4 CENTRAL DISPATCH: (800) 464 6572 • (209) 933-6999 DELIVERY <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. VU.YDS.THIS LOADI YARDS ORDERED I OFIDER# DRIVER/TRUCK PLANT PLANT# <br /> DATE • OF ••. YARDS <br /> KNIFE RIVER AND DRIVER OF TRUCK are released from any JOB SITE CYLINDER: DYES 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 beweighed, 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 /> was delivered. ADDITIONAL WATER ADDED TO THIS CONCRETE of the California Business and Professions Code, administered by the <br /> On Job Gals.to 2/3 load❑YES 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'sDEPUTY <br /> COMMODITY AND BECOMES THE PROPERTY OF THE Request Gals.to 1/3 load DYES <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: X-ThX • <br /> e mixes quoted are no warran e o e cceptabie for any particular use,purpose or application,nor are they warranted o be acceptable Tor 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 Knife River 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 /> • •: REASON FOR DELAY TIME: <br /> Time of Job Min. <br /> ❑ Job Not Ready <br /> Standby Min. ❑ Job Broke Down <br /> REV.COUNT START POUR STOPRate of X$ Per Min. ❑ Truck Broke Down <br /> ❑ Adding Water <br /> _$ ❑ Arrived Job Early <br /> TIME ON . LEAVE JOB ARRIVE PLAN ❑ Slow Placing Method <br /> Five(5)min.per yd.free unloading time allowed. ❑ other(Ecplain) <br /> Additional unloading time charged at a minimum <br /> $1.50 per min. <br /> 682721 <br /> ItL I-., lir i ..,er 1.1 a,c,I- I)i aP 1-iU.k0t; 111k10 f tC.A Qt 1.0 f i mtI I)at:F: <br /> ;41 .1 44•.3 1 ' 5 --1-:1".` :e.. 1.0 J i. I. 1$ ' <br /> h1-i '> 1'Crf1t_ti PO A;i..lt"rrttil (A 1.y N j x E1L1tt ock 1..Gad T1� <br /> VIl�r�i,.:, <br /> i.,11 ti uesiggfi AV Rzgl�ired Batched % Var . % Moisture Gictual Wat <br /> 'r:i t V %8 1b ;Z 1b 5810 1b <br /> 1935 1 b 12341 I b 123f.,d 1 b ®.15% C,.30, N 88 g] <br /> 50.0 g1 212:.2 gl 212.0 gl A.11% 212.0 gl <br /> Nut Batches: 1 <br /> a; Total: 19937 lb Design 0.43@ Water/Cement 0.430 T Design 300.0 y1 Actual 299.9 gl To Add: 0.2 gl <br /> ru: 8.08 in Mater in Truck: 0.0 gl Adiust slater: 8.8 gl / Load Trim Mater: 0.0 gl/ CYD <br /> SITE COPY <br />
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