H HILMAR. June 7, 2077
|
|
- Theresa Newton
- 6 years ago
- Views:
Transcription
1 Upper H HILMAR INGIT S June 7, 2077 Mr. Doug Patteson Supervising WRC Engineer CaLifornia RegionaL Water Quality Control Board CentraL Vattey Region - Region S Fresno Office 1685 E Street Fresno, Catifornia RE: Hitmar Cheese Company, Inc. ( HCC ) Hilmar, Merced County, California Cleanup and Abatement Order ( Order ) R Proposed Modifications to Monitoring & Sampling (M&S) Program Dear Mr. Patteson: At the Aprit 4, 2017 meeting between Hitmar Cheese Company (HCC), you, RusselL Watts, Jan Atfson and Jacobson James & Associates (JJ&A), HCC and JJ&A provided an overview of the current status of activities required pursuant to the Order. Included in the overview was a discussion of current groundwater monitoring well trends in the three (3) identified water bearing zones - Aquifer Shallow Zone, Upper Aquifer Suppty Zone and Lower Aquifer Zone. Fotlowing the meeting, HCC requested that JJ&A review and evaluate the discussions from the meeting and develop proposed recommendations, with appropriate justification, for modification of the current MEtS Program. The proposed recommendations and detailed justifications for modification of the MEtS Program are presented in the attached letter from JJ&A to HCC. Briefty, these include the fotlowing: Upper Aquifer Shallow Zone: Removal of groundwater monitoring welts MW-03, MW-04, MW-il, MW-16 and MW-2i from the current MEtS Program; Upper Aquifer Suppty Zone: Removal of MW-18 from the current MEtS Program; Lower Aquifer: Removal of MW-23 from the current MEtS Program; and Sampling frequency: Revise the sampling frequency for MW-Ui, MW-05, MW-07, MW-i 3 and MW-15 from semi-annual sampling to annual sampling. It should be noted that no recommendations are being made at this time for modification of the MEtS Program for those groundwater monitoring currently being sampled on a quarterly basis pursuant to WDR Order No. R5-20i HCC is requesting that the RWQCB evaluate the HCC request to modify the current MEtS Program in accord with the attached JJEtA recommendations and approve the modifications as proposed. Headquarters & Innovation Center 8901 North LanderAvenue, P.O. Box 910, Hilmar, CA USA T: Fax: hilmarcheese.com Hilmar Manufacturing Site & Visitor Center: 9001 North Lander Avenue, P.O. Box 910, Hilmar, CA USA 1: Turlock Manufacturing Site: 3600 West Canal Drive, Turlock, CA 95380, Mail: P.O. Box 910, Hilmar, CA USA 1: Daihart Manufacturing Site: US Highway 385, P.O. Box 1300, Dalhart, TX USA 1:
2 Letter to: Mr. Doug Patteson June 7, 2017 Page 2 I certify under penatty of tow that I have personatty examined and am famitiar with the information submitted in these documents and att attachments and that, based on my inquiry of those individuats immediately responsibte for obtaining the information, I betieve that the information is true, accurate, and comptete. I am aware that there are significant penatties for submitting fatse information, inctuding the possibility of fine and imprisonment. Any questions on the above can be addressed to my attention at (209) Sincerely, Hi tmar Cheese Company, Inc. Burton N. Fteischer EnvironmentaL Director cc: Jan Atfson, Engineering Geologist, RWQCB Russett Watts, Senior WRC Engineer, RWQCB David Ahtem,
3 June 7, 2017 Mr. Burton N. Fleischer Environmental Director 9001 North Lander Avenue Subject: CAO No. R , Hilmar, Merced County Dear Mr. Fleischer: As requested by, (HCC), Jacobson James & Associates, Inc. (JJ&A) has reviewed the current groundwater Monitoring and Sampling Program (M&S Program) being conducted pursuant to the Central Valley Regional Water Quality Control Board (CVRWQCB) Cleanup and Abatement Order (CAO) No. R Based on the review, JJ&A is recommending proposed modifications to the M&S Program. The proposed modifications are designed to maximize the efficiency of the data collection efforts while continuing to comprehensively characterize groundwater quality to confirm the on going effectiveness of the remedial action alternative being implemented at the Site. The proposed modifications are based on the review of more than six years of groundwater data collected per the CAO and the CVRWQCB issued Waste Discharge Requirements (WDRs) Order No. R BACKGROUND The Site, as shown in Figure 1, is located slightly north of the town of Hilmar in Merced County, California. Agriculture is the predominant land use both regionally, and in the vicinity of the Site. Historical Site activities included the discharge of partially treated wastewater from HCC to areas formerly identified as Primary Lands. The last discharge of partially treated waste water to the former Primary Lands occurred in December Since December 2010, the former Primary Lands, now identified as Reuse Areas, receive fully treated reuse water from the HCC on site Water Reclamation (WR) facility. The reuse water complies with the requirements contained in the WDRs and is used for agriculture purposes. In addition, the Reuse Areas can receive Turlock Irrigation District (TID) water and/or dairy waste water. Figure 2 shows the locations of the current groundwater monitoring wells. The CAO required that HCC investigate the lateral and vertical extent of the groundwater to determine the potential impact from historic HCC operations, as well as requiring that HCC evaluate and select potential remedial options for groundwater determined to be impacted by historic HCC operations. The CAO activities resulted in the identification of three water bearing intervals beneath the Site that HCC Modification to MRP 2017_ _FINAL.docx
4 , Hilmar, Merced County June 7, 2017 Page 2 of 5 are currently being monitored pursuant to the CAO and WDRs. These three zones are classified as the Upper Aquifer Shallow Zone (water table zone down to about 20 feet below ground surface [ft bgs]), the Upper Aquifer Supply Zone (stratigraphically below the shallow zone and above the Corcoran Clay (well depths range from 62 to 127 ft bgs); and the Lower Aquifer Zone (below the Corcoran Clay). The current groundwater monitoring well network pursuant to the CAO M&S Program consists of 20 monitoring wells sampled semi annually: MW 01, 03 through 09, 11 through 13, 15 through 19, 21 through 23, and 25. HCC also conducts quarterly groundwater monitoring of 20 monitoring wells (MW 04, 06, 08, 09, 11, 12, 16 through 19; MW 21 through 23; and, MW 30, 31, and 33 through 37) pursuant to the WDR. The current M&S Program is summarized on Table 1, including identification of the water bearing zone monitored by each well. MONITORING WELL DATA EVALUATION AND PROPOSED RECOMMENDATIONS Remedial Action Objectives (RAOs) were identified for the following constituents of concern (COCs) in the Upper Aquifer Shallow and Supply Zones: chloride, iron, manganese, nitrate as nitrogen, sodium, sulfate, and Total Dissolved Solids, as shown in Table 2. The RAOs are contained in the Upper Aquifer Remedial Action Plan 1, and progress towards attainment of the RAOs is discussed in detail in the groundwater monitoring reports submitted to the CVRWQCB. Charts were constructed to depict the COCs trends over time for the CAO M&S Program wells completed in Upper Aquifer Shallow, Upper Aquifer Supply, and Lower Aquifer Zones (Attachment 1). The historical results are tabulated in Attachment 2. Upper Aquifer Shallow Zone The current M&S Program for both the CAO and WDRs consists of 22 groundwater monitoring wells located in the Upper Aquifer Shallow Zone, as shown in Table 1. Fifteen of the 22 groundwater monitoring wells are sampled pursuant to the CAO: MW 01, 03 through 09, 11 through 13, 15 through 17, and 21, shown on Figure 2. The proposed modifications to the M&S Program are based on the attainment of RAOs for the COCs in the Upper Aquifer Shallow Zone as summarized on Table 3 and decreases of COCs observed in the subject wells that were identified as being impacted by former HCC operations, as shown in the charts (Attachment 1). The following wells are proposed to be removed from the M&S Program pursuant to the CAO: MW 03: The concentrations of COCs have decreased, resulting in attainment of the RAOs, with the exception of iron and manganese. 2 The iron concentrations are attributed to monitoring well biofouling as previously documented in routine reporting. The manganese concentrations are due to the reducing conditions in the saturated zone and are consistent with concentrations representative of ambient conditions surrounding the Site. Continued monitoring of water quality conditions at this location is not needed to assess Site clean up. 1 JJ&A, Upper Aquifer Remedial Action Plan,,. Revised February Iron and manganese were not significant components in HCC wastewater discharged to the Primary Lands.
5 , Hilmar, Merced County June 7, 2017 Page 3 of 5 MW 04: The concentrations of COCs have decreased resulting in attainment of the RAOs, with the exception of manganese. As with MW 03, the manganese concentrations are due to the reducing conditions in the saturated zone representative of ambient conditions. Continued monitoring of this location is not needed to assess Site clean up. MW 11: The COC in this up gradient well are variable with concentrations of the COCs below the RAOs. As shown on the chart, increases and/or decreases of specific COCs (e.g., chloride) indicate seasonal variations representative of ambient conditions un related to historical HCC operations. The water quality data collected from this well is no longer necessary to monitor the clean up of the Site. MW 16: The COC trends exhibit seasonal variability with higher concentrations typically observed during the October sampling events of each year (i.e., lowest water levels of the year). The COC concentrations have decreased resulting in attainment of the RAOs, with the exception of iron and manganese. The reasons for the iron and manganese concentrations are the same as those presented in the discussions for MW 03 and MW 04. Monitoring well MW 16 is not downgradient with respect to groundwater flow from the Site, and is not located within the plume of groundwater impacted by historical HCC discharges, and as such is no longer necessary to monitor the clean up of the Site. MW 21: The COC concentrations have decreased resulting in attainment of the RAOs, with the exception of nitrate. The nitrate concentrations are slightly above the RAO and are related to ambient conditions. This well is located east and upgradient of the Site and was installed to be representative of background conditions in an area not impacted by former HCC operations. Based on the progress being made with regard to attainment of ROAs, this background well is no longer needed. Upper Aquifer Supply Zone The current M&S Program for both the CAO and WDR M&S Programs include four groundwater monitoring wells located in the Upper Aquifer Supply Zone: MW 18, MW 19, MW 22 and MW 25. The Upper Aquifer Zone RAO summary is included in Table 4 with charts showing the COCs trends over time included as Attachment 1. The following well is proposed for removal from the M&S Program. MW 18: This well is located upgradient of the Site and the COC concentrations exhibit attainment of the RAOs. The concentration trends are stable and indicative of ambient conditions. Groundwater data collected from this location is no longer necessary for monitoring of groundwater conditions. Lower Aquifer Zone The current M&S Program requires the sampling of one Lower Aquifer monitoring well: MW 23. MW 23: A chart showing COCs trends over time, included in Attachment 1, indicates stable and consistent COC trends representative of ambient conditions. As detailed in the Lower Aquifer Remedial Investigation Summary Report (JJ&A, August 20, 2012), HCC is not the source of
6
7 , Hilmar, Merced County June 7, 2017 Page 5 of 5 LIST OF TABLES Table 1 Current Monitoring and Sampling Program Table 2 Remedial Action Objectives Table 3 RAO Attainment for Upper Aquifer Shallow Zone Table 4 RAO Attainment for Upper Aquifer Supply Zone Table 5 Summary of Proposed Modifications to the Monitoring and Sampling Program LIST OF FIGURES Figure 1 Site Map Figure 2 Proposed Sampling Plan Changes LIST OF ATTACHMENTS Attachment 1 Historical Trend Charts Attachment 2 Historical Analytical Data Summary
8 TABLES
9 , Hilmar, Merced County June 7, 2017 LIST OF TABLES Table 1 Current Monitoring and Sampling Program Table 2 Remedial Action Objectives Table 3 RAO Attainment for Upper Aquifer Shallow Zone Table 4 RAO Attainment for Upper Aquifer Supply Zone Table 5 Summary of Proposed Modifications to the Monitoring and Sampling Program
10 Identification Semi Annual Quarterly Monitoring Monitoring Water Bearing Zone DTW GWE Required by Required by Alkalinity as CaCO 3 Bicarbonate as CaCO 3 Current Constituents for Analysis Carbonate as CaCO 3 As Ca Cl EC Fe Hardness K Mg Mn Na TABLE 1 CURRENT MONITORING AND SAMPLING PROGRAM Nitrate as N ph Sulfate TDS TKN TN TOC CAO a WDR b MW 01 UA Shallow Zone X X X X X X X X X X X X X X X X X X MW 03 UA Shallow Zone X X X X X X X X X X X X X X X X X X MW 04 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 05 UA Shallow Zone X X X X X X X X X X X X X X X X X X MW 06 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 07 UA Shallow Zone X X X X X X X X X X X X X X X X X X MW 08 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 09 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 11 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 12 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 13 UA Shallow Zone X X X X X X X X X X X X X X X X X X MW 15 UA Shallow Zone X X X X X X X X X X X X X X X X X X MW 16 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 17 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 18 UA Supply Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 19 UA Supply Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 21 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 22 UA Supply Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 23 LA C Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 25 UA Supply Zone X X X X X X X X X X X X X X X X X X MW 30 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 31 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 33 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 34 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 35 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 36 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 37 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X Notes: a Monitoring required by CAO No. R for, Inc., Himar Whey, Inc., and Kathy and Delton Nyman. In addition, monitoring required by Monitoring and Reporting Program No. R b Monitoring required by Order No. R Waste Discharge Requirements for, Inc. and Reuse Area Owners. In addition, monitoring required by Monitoring and Reporting Program No. R As = dissolved arsenic Ca = dissolved calcium CaCO 3 = calcium carbonate CAO = Cleanup and Abatement Order Cl = dissolved chloride DTW = depth to water EC = electrical conductivity Fe = dissolved iron GWE = groundwater elevation K = dissolved potassium LA = Lower Aquifer Mg = dissolved magnesium Mn = dissolved manganese N = nitrate Na = dissolved sodium TDS = total dissolved solids TKN = total kjeldahl nitrogen TN = total nitrogen (equals TKN + Nitrate as N) TOC = total organic carbon UA = Upper Aquifer WDR = Waste Discharge Requirement Page 1 of 1
11 TABLE 2 REMEDIAL ACTION OBJECTIVES Constituent Remedial Action Objective (RAO) a,b,c Upper Aquifer Shallow Zone Upper Aquifer Supply Zone Chloride Iron Manganese Nitrate as Nitrogen Sodium Sulfate Total Dissolved Solids (TDS) Notes: a All units in milligrams per liter. b RAOs are provided for Constituents of Concern (COCs) that have Maximum Contaminant Levels (MCLs), with the exception of: (1) electrical conductivity, as TDS is a representative indicator, and (2) sodium, which does not have a MCL but was requested as a key indicator constituent by the Central Valley Regional Water Quality Control Board for the Upper Aquifer groundwater modeling of remedial alternatives. The COCs without MCLs will be represented by the TDS RAO. c The RAOs reflect the lower of the MCL or agricultural use level, unless lower than the ambient screening threshold, in which case the ambient screening threshold was selected as the RAO, as described in the Upper Aquifer Remedial Action Plan (Jacobson James & Associates [JJ&A], 2013). Source: JJ&A, Upper Aquifer Remedial Action Plan,,. Revised February 28. Page 1 of 1
12 TABLE 3 RAO ATTAINMENT FOR UPPER AQUIFER SHALLOW ZONE, Constituents of Concern Well ID Cl Fe Mn Na NO 3 N SO 4 TDS MW 01 X X X X X X X MW 03 X X X X X X MW 04 X X X X X X MW 05 X X X X X X X X X MW 06 X X X X X X X X MW 07 X X X X X X X X MW 08 X X X X X X MW 09 X X X X X MW 11 X X MW 12 X X MW 13 X X X X X X X MW 15 X X X X X MW 16 X X X MW 17 X X MW 21 X X Notes: RAO Attained RAO Not Attained Cl = dissolved chloride Fe = dissolved iron Mn = dissolved manganese Na = dissolved sodium NO 3 N = nitrate as nitrogen RAO = Remedial Action Objective SO 4 = sulfate TDS = total dissolved solids Page 1 of 1
13 TABLE 4 RAO ATTAINMENT FOR UPPER AQUIFER SUPPLY ZONE, Well ID Constituents of Concern Cl Fe Mn Na NO 3 N SO 4 TDS MW 18 X MW 19 X MW 22 X X X MW 25 X X Notes: RAO Attained RAO Not Attained Cl = dissolved chloride Fe = dissolved iron Mn = dissolved manganese Na = dissolved sodium NO 3 N = nitrate as nitrogen RAO = Remedial Action Objective SO 4 = sulfate TDS = total dissolved solids Page 1 of 1
14 Identification Annual Quarterly Monitoring Monitoring Water Bearing Zone DTW GWE Required by Required by Alkalinity as CaCO 3 Bicarbonate as CaCO 3 Carbonate as CaCO 3 As Ca Cl EC Fe Hardness K Mg Mn Na TABLE 5 SUMMARY OF PROPOSED MODIFICATIONS TO THE MONITORING AND SAMPLING PROGRAM Nitrate as N ph Sulfate TDS TKN TN TOC CAO a WDR b MW 01 UA Shallow Zone X X X X X X X X X X X X X X X X X X MW 03 UA Shallow Zone MW 04 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 05 UA Shallow Zone X X X X X X X X X X X X X X X X X X MW 06 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 07 UA Shallow Zone X X X X X X X X X X X X X X X X X X MW 08 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 09 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 11 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 12 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 13 UA Shallow Zone X X X X X X X X X X X X X X X X X X MW 15 UA Shallow Zone X X X X X X X X X X X X X X X X X X MW 16 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 17 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 18 UA Supply Zone X X X X X X X X X X X X X X X X X X X X X X X MW 19 UA Supply Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 21 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 22 UA Supply Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 23 LA C Zone X X X X X X X X X X X X X X X X X X X X X X X MW 25 UA Supply Zone X X X X X X X X X X X X X X X X X X X X X X X X MW 30 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 31 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 33 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 34 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 35 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 36 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X MW 37 UA Shallow Zone X X X X X X X X X X X X X X X X X X X X X X X Notes: a Monitoring required by CAO No. R for, Inc., Himar Whey, Inc., and Kathy and Delton Nyman. In addition, monitoring required by Monitoring and Reporting Program No. R b Monitoring required by Order No. R Waste Discharge Requirements for, Inc. and Reuse Area Owners. In addition, monitoring required by Monitoring and Reporting Program No. R As = dissolved arsenic Ca = dissolved calcium CaCO 3 = calcium carbonate CAO = Cleanup and Abatement Order Cl = dissolved chloride DTW = depth to water EC = electrical conductivity Fe = dissolved iron GWE = groundwater elevation K = dissolved potassium LA = Lower Aquifer Mg = dissolved magnesium Mn = dissolved manganese N = nitrate Na = dissolved sodium TDS = total dissolved solids TKN = total kjeldahl nitrogen TN = total nitrogen (equals TKN + Nitrate as N) TOC = total organic carbon UA = Upper Aquifer WDR = Waste Discharge Requirement Wells proposed to be removed/modified for the CAO program. Current Constituents for Analysis Page 1 of 1
15 FIGURES
16 , Hilmar, Merced County June 7, 2017 LIST OF FIGURES Figure 1 Site Map Figure 2 Proposed Sampling Plan Changes
17 Path: J:\GIS\Hilmar\Reports\Adhoc\Figure 1 Hilmar Site Map_2015.mxd SOURCE:NATIONAL GEOGRAPHIC CALIFORNIA TOPO VERSION 4.2 SITE LOCATION Miles LOCATION HILMAR CHEESE COMPANY HILMAR, CALIFORNIA DATE DRAWN BY APPR. BY 9/21/13 DPG TJ OpenStreetMap (and) contributors, CC-BY-SA FIGURE 1 SITE LOCATION MAP
18 JOHNSON AVENUE S-34 S-33 S-31 S-23 S-24 LANDER AVENUE S-22 S-09 S-21 S-30 S-29 MW-16 & < S-13 MW-15 & < OSLO ROAD MW-13 & < S-67 & < MW-21 S-28 MW-34 & < S-48 S-45 S-11 TEGNER AVENUE MW-35 & < S-50 S-52 S-51 MW-37 & < S-43 S-44 LATERAL NO. 6 S-08 S-07 AUGUST AVENUE COLUMBUS AVENUE MW-12 & < MW-19 " m S-25 S-65 MW-06 MW-22 & < MW-07 "m & < MW-01 & < MW-09 S-63 & < MW-11 & < MW-08 & < OSLO STREET MW-23 " m S-64 MW-03 & < & < MW-05 " m MW-18 LATERAL No. 7 & < MW-04 S-46 S-53 MW-36 & < S-54 S-58 S-06 S-26 S-40 " m MW-25 Path: J:\GIS\Hilmar\Reports\2017\SamplingMod\Figure GW Sampling Plan Mod.mxd S-57 LEGEND &< " m S-60 S-63 S-47 S-55 UPPER AQUIFER SHALLOW ZONE MONITORING WELL S-61 UPPER AQUIFER SUPPLY ZONE MONITORING WELL LOWER AQUIFER MONITORING S-62 WELL HCC FACILITY CURRENT REUSE LAND AREA; FORMER PRIMARY LAND (NOTE: S-67 HAS NOT BEEN USED TO DATE) EXTENT OF HCC FACILITY AND HISTORICAL PRIMARY LANDS CURRENT REUSE AREA TURLOCK IRRIGATION DISTRICT LATERAL CANAL S-56 AMERICAN AVENUE WELL RECOMMENDED FOR REMOVAL FROM MONITORING AND SAMPLING PROGRAM NOTE: MW-30, MW-31, AND MW-33 ARE NOT DEPICTED DUE TO SCALE OF FIGURE. 0 1,000 SCALE IN FEET MW-17 & < S-41 PROJECT No. HCC.2017 HILMAR CHEESE COMPANY HILMAR, CALIFORNIA DATE 06/06/17 DRAWN BY DPG APPR. BY TJ FIGURE 2 PROPOSED SAMPLING PLAN CHANGES
19 ATTACHMENT 1 HISTORICAL TREND CHARTS
20 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 01 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
21 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 03 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
22 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 04 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
23 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 05 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
24 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 06 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
25 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 07 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
26 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 08 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate
27 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 09 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
28 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 11 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate
29 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 12 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
30 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 13 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
31 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 15 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
32 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 16 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate
33 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 17 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate
34 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 18 UPPER AQUIFER SUPPLY ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
35 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 19 UPPER AQUIFER SUPPLY ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate
36 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 21 UPPER AQUIFER SHALLOW ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol. Well MW 21 has frequently been dry during sampling events, therefore, there is no analytical data to report from those events.
37 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 22 UPPER AQUIFER SUPPLY ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
38 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 23 LOWER AQUIFER C ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
39 ATTACHMENT 1 HISTORICAL TREND CHARTS: MW 25 UPPER AQUIFER SUPPLY ZONE Total Dissolved Solids (milligram per liter) Chloride, Manganese,, Sodium, Sulfate (milligram per liter) Total Dissolved Solids Chloride Sulfate Note: Laboratory reported non detect results plotted as half of the reporting limit and shown with an open symbol.
40
41 as CaCO 3 as CaCO 3 as CaCO 3 CaCO 3 Bromide Chloride Dissolved Iron MW 01 7/27/ MW 01 10/16/ MW 01 1/15/ MW 01 4/10/ MW 01 10/29/ MW 01 1/8/ MW 01 4/18/ MW 01 7/26/ MW 01 10/23/ MW 01 1/24/ MW 01 4/2/ < MW 01 6/19/ < MW 01 7/11/ < MW 01 8/15/ < MW 01 11/14/ < MW 01 2/14/ < MW 01 5/21/ < MW 01 8/20/ < MW 01 11/19/ < MW 01 2/18/ < MW 01 5/20/ < MW 01 8/25/ < MW 01 11/20/ < MW 01 2/26/ < MW 01 5/19/ < MW 01 8/20/ < MW 01 11/24/ < MW 01 2/15/ < MW 01 5/24/ < MW 01 8/20/ < MW 01 2/11/ MW 01 5/2/ <1 < MW 01 11/21/ <1 < < MW 01 12/14/ <1 < < MW 01 1/7/ <1 < < Nitrate (as NO 3 ) Kjeldahl Sulfate Page 1 of 88
42 as CaCO 3 as CaCO 3 as CaCO 3 CaCO 3 Bromide Chloride Dissolved Iron MW 01 2/2/ <1 < < <0.5 MW 01 3/27/ <1 < < MW 01 4/18/ <1 < < <0.5 MW 01 5/21/ <1 < < <0.5 MW 01 6/19/ <1 < < <0.5 MW 01 7/17/ <1 < < <0.5 MW 01 8/2/ <1 < < <0.5 MW 01 9/5/ <1 < < <0.5 MW 01 10/2/ <1 < < MW 01 11/6/ <1 < < <0.5 MW 01 12/5/ <1 < < MW 01 1/4/ <1 < < <0.5 MW 01 2/5/ <1 < < <0.5 MW 01 3/4/ <1 < < <0.5 MW 01 4/2/ <1 < < <0.5 MW 01 5/7/ <1 < < <0.5 MW 01 6/4/ <1 < < <0.5 MW 01 7/2/ <1 < < <0.5 MW 01 8/8/ <1 < < MW 01 9/5/ <1 < < MW 01 10/8/ <1 < < MW 01 11/5/ <1 < < MW 01 12/6/ <1 < < <0.5 MW 01 1/7/ <1 < < <0.5 MW 01 2/5/ <1 < < <0.5 MW 01 3/4/ <1 < < <0.5 MW 01 4/3/ <1 < < <0.5 MW 01 5/2/ <1 < < <0.5 MW 01 6/6/ <1 < < <0.5 MW 01 7/3/ <1 < < <0.5 MW 01 8/7/ <1 < < <0.5 MW 01 9/6/ <1 < < MW 01 10/3/ <1 < < MW 01 11/5/ <1 < MW 01 12/3/ <1 < Nitrate (as NO 3 ) Kjeldahl Sulfate Page 2 of 88
43 as CaCO 3 as CaCO 3 as CaCO 3 CaCO 3 Bromide Chloride Dissolved Iron MW 01 1/15/ <1 < < MW 01 2/6/ <1 < < MW 01 3/3/ <1 < < MW 01 4/7/ <1 < < MW 01 5/13/ <1 < < <0.5 MW 01 6/5/ <1 < < MW 01 7/9/ <1 < < MW 01 8/7/ <1 < < MW 01 9/7/ <1 < < <0.5 MW 01 10/5/ <1 < < <0.5 MW 01 11/2/ <1 < < <0.5 MW 01 12/2/ <1 < < MW 01 1/14/ <1 < < MW 01 2/2/ <1 < < MW 01 3/9/ <1 < < MW 01 4/6/ <1 < < MW 01 5/10/ <1 < < MW 01 6/6/ <1 < MW 01 7/22/ <1 < < MW 01 8/2/ <1 < MW 01 9/9/ <1 < MW 01 10/7/ <1 < < MW 01 11/11/ <1 < < MW 01 12/8/ <1 < < MW 01 1/5/ <1 < < MW 01 2/8/ <1 < < MW 01 3/13/ <1 < < MW 01 8/3/ <10 < MW 01 9/5/ <10 < MW 01 10/9/ <10 < MW 01 11/6/ <10 < MW 01 12/11/ <10 < MW 01 1/3/ <10 < MW 01 2/5/ <20 < MW 01 3/5/ <10 < Nitrate (as NO 3 ) Kjeldahl Sulfate Page 3 of 88
44 as CaCO 3 as CaCO 3 as CaCO 3 CaCO 3 Bromide Chloride Dissolved Iron MW 01 4/5/ <10 < MW 01 5/3/ <10 < MW 01 6/7/ <10 < MW 01 7/2/ <10 < MW 01 8/2/ <10 < MW 01 9/10/ <10 < MW 01 10/8/ <20 < MW 01 11/7/ <20 < MW 01 12/6/ <10 < MW 01 1/14/ <10 < MW 01 2/7/ <10 < < MW 01 3/4/ <10 < MW 01 4/10/ <10 < MW 01 5/5/ <10 < MW 01 6/3/ <20 < MW 01 7/1/ <20 < MW 01 8/5/ <10 < MW 01 9/8/ <5.0 < MW 01 10/9/ <10 < MW 01 11/4/ <10 < MW 01 12/3/ <10 < MW 01 1/13/ <8.2 < MW 01 2/4/ <8.2 < MW 01 3/4/ <8.2 < MW 01 4/14/ <8.2 < MW 01 5/4/ <8.2 < MW 01 6/9/ <8.2 < MW 01 7/14/ <8.2 < <0.050 Jo MW 01 8/4/ <8.2 < <0.05 Jo MW 01 9/8/ <16 < <0.050 Jo MW 01 10/6/ <8.2 < <0.050 Jo MW 01 11/10/ <8.2 < MW 01 12/8/ <8.2 < MW 01 1/5/ <4.1 < MW 01 2/10/ <8.2 < Nitrate (as NO 3 ) Kjeldahl Sulfate Page 4 of 88
45 as CaCO 3 as CaCO 3 as CaCO 3 CaCO 3 Bromide Chloride Dissolved Iron MW 01 3/8/ <8.2 < MW 01 4/15/ < MW 01 7/8/ < <0.05 Jo MW 01 10/27/ < <0.05 Jo MW 01 1/19/ < <0.05 Jo MW 01 4/4/ < <0.05 Jo MW 01 7/7/ < < MW 01 11/9/ < < J < J 1.99 J J J < MW 01 1/19/ <0.050 Jo MW 01 4/3/ < < < < <36.5 U MW 01 7/23/ < < < <0.25 U MW 01 10/15/2012 <150 U <5.0 <150 U <2.0 <30.6 U 42.1 J J J 116 J 54.7 J <29.2 U MW 01 1/22/ < < < < MW 01 4/16/ < < < MW 01 7/17/ < < < J <0.36 U MW 01 10/21/ < J J J MW 01 1/22/ < < <4.5 U MW 01 4/22/ < < J J 40.2 J 46.1 < MW 01 10/20/ < < < MW 01 4/15/ < J < J 1.07 J 123 J 103 J MW 01 10/15/ < < J < MW 01 4/14/ < < J J 48.1 < MW 01 10/12/ < < J <0.53 R MW 01 4/24/ < < MW 02 7/27/ MW 02 10/16/ MW 02 1/15/ MW 02 4/10/ MW 02 7/30/ MW 02 10/29/ MW 02 1/8/ MW 02 4/18/ MW 02 7/26/ MW 02 10/23/ MW 02 1/24/ Nitrate (as NO 3 ) Kjeldahl Sulfate Page 5 of 88
46 as CaCO 3 as CaCO 3 as CaCO 3 CaCO 3 Bromide Chloride Dissolved Iron MW 02 4/2/ MW 02 7/9/ <1 < < MW 02 10/6/ < MW 02 1/13/ MW 02 4/15/ MW 02 7/14/ < MW 02 10/11/ < MW 02 1/18/ < MW 02 4/19/ < MW 02 7/18/ < MW 02 11/14/ <1 < < MW 02 2/20/ <1 < < MW 02 5/11/ <1 < < MW 02 6/19/ < MW 02 7/11/ < MW 02 8/15/ < MW 02 11/14/ < MW 02 2/14/ < MW 02 5/21/ < MW 02 8/20/ < MW 02 11/19/ < MW 02 2/18/ < MW 02 5/20/ < MW 02 8/25/ < MW 02 11/20/ < MW 02 2/26/ < MW 02 5/19/ < MW 02 8/20/ < MW 02 11/24/ < MW 02 11/22/ < MW 02 2/11/ < MW 02 5/2/ <1 < <0.5 MW 02 9/21/ < MW 02 11/30/ <1 < < MW 02 12/14/ <1 < < Nitrate (as NO 3 ) Kjeldahl Sulfate Page 6 of 88
47 as CaCO 3 as CaCO 3 as CaCO 3 CaCO 3 Bromide Chloride Dissolved Iron MW 02 1/5/ <1 < < MW 02 2/2/ <1 < < <0.5 MW 02 3/18/ <1 < < <0.5 MW 02 4/17/ <1 < < <0.5 MW 02 5/21/ <1 < < MW 02 6/19/ <1 < < MW 02 7/17/ <1 < < <0.5 MW 02 8/2/ <1 < < <0.5 MW 02 9/5/ <1 < < MW 02 10/2/ <1 < < MW 02 11/6/ <1 < < MW 02 12/3/ <1 < < MW 02 1/4/ <1 < < MW 02 2/5/ <1 < MW 02 3/4/ <1 < < MW 02 4/2/ <1 < < <0.5 MW 02 5/7/ <1 < < MW 02 6/4/ <1 < < MW 02 7/2/ <1 < < <0.5 MW 02 8/8/ <1 < < MW 02 9/3/ <1 < < MW 02 10/8/ <1 < < MW 02 11/5/ <1 < < MW 02 12/6/ <1 < MW 02 1/6/ <1 < < MW 02 2/5/ <1 < < MW 02 3/4/ <1 < < <0.5 MW 02 4/3/ <1 < < <0.5 MW 02 5/5/ <1 < MW 02 6/6/ <1 < <0.5 MW 02 7/3/ <1 < < <0.5 MW 02 8/7/ <1 < MW 02 9/5/ <1 < < MW 02 10/3/ <1 < MW 02 11/5/ <1 < < Nitrate (as NO 3 ) Kjeldahl Sulfate Page 7 of 88
48 as CaCO 3 as CaCO 3 as CaCO 3 CaCO 3 Bromide Chloride Dissolved Iron MW 02 12/4/ <1 < MW 02 1/15/ <1 < < MW 02 2/6/ <1 < < MW 02 3/4/ <1 < MW 02 4/8/ <1 < < MW 02 5/14/ <1 < MW 02 6/5/ <1 < MW 02 7/9/ <1 < < MW 02 8/7/ <1 < < MW 02 9/7/ <1 < < <0.5 MW 02 10/5/ <1 < < MW 02 11/2/ <1 < < MW 02 12/2/ <1 < < MW 02 1/14/ <1 < MW 02 2/2/ <1 < MW 02 3/9/ <1 < MW 02 4/6/ <1 < < MW 02 5/10/ <1 < MW 02 6/6/ <1 < MW 02 7/22/ <1 < MW 02 8/2/ <1 < MW 02 9/6/ < MW 02 10/5/ <1 < MW 02 11/11/ <1 < MW 02 12/8/ <1 < < MW 02 1/6/ <1 < MW 02 2/8/ < MW 02 3/13/ <1 < MW 02 8/3/ <10 < MW 02 9/5/ <10 < MW 02 10/9/ <10 < MW 02 11/6/ <10 < MW 02 12/11/ <10 < MW 02 1/3/ <10 < MW 02 2/5/ <20 < Nitrate (as NO 3 ) Kjeldahl Sulfate Page 8 of 88
49 as CaCO 3 as CaCO 3 as CaCO 3 CaCO 3 Bromide Chloride Dissolved Iron MW 02 3/5/ <20 < MW 02 4/5/ <20 < MW 02 5/3/ <10 < MW 02 6/7/ <10 < MW 02 7/2/ <10 < MW 02 8/2/ <10 < MW 02 9/10/ <10 < MW 02 10/8/ <20 < MW 02 11/7/ <20 < MW 02 12/6/ <10 < MW 02 1/14/ <10 < MW 02 2/7/ <10 < < MW 02 3/4/ <10 < MW 02 4/10/ <20 < MW 02 5/5/ <20 < MW 02 6/3/ <20 < MW 02 7/1/ <20 < MW 02 8/5/ <20 < MW 02 9/8/ <10 < MW 02 10/9/ <5.0 < MW 02 11/4/ <10 < MW 02 12/3/ <10 < MW 02 1/13/ <8.2 < MW 02 2/4/ <8.2 < MW 02 3/4/ <8.2 < MW 02 4/14/ <8.2 < MW 02 5/4/ <8.2 < MW 02 6/9/ <8.2 < MW 02 7/14/ <8.2 < MW 02 8/4/ <8.2 < MW 02 9/8/ <8.2 < MW 02 10/6/ <4.1 < MW 02 11/10/ <8.2 < MW 02 12/8/ <8.2 < MW 02 1/5/ <4.1 < Nitrate (as NO 3 ) Kjeldahl Sulfate Page 9 of 88
50 as CaCO 3 as CaCO 3 as CaCO 3 CaCO 3 Bromide Chloride Dissolved Iron MW 02 2/10/ <4.1 < MW 02 3/8/ <8.2 < MW 02 4/15/ < MW 02 7/8/ < MW 02 10/27/ < MW 02 1/19/ < MW 02 4/4/ < MW 02 7/7/ < MW 02 11/9/ < < J < J 1.26 J J J < MW 02 1/19/ <0.050 Jo MW 02 4/3/2012 <140 U <5.0 <140 U < < J <19.7 U MW 02 7/23/ < < <0.71 U MW 02 10/15/2012 <128 U <5.0 <128 U <1.0 <38.7 U 22.6 J < J J 96.1 J 54.4 J <16.0 U MW 02 1/22/2013 <120 U <5.0 <120 U < < < MW 02 4/16/ < < < < < MW 02 7/17/ < < < J < MW 02 10/21/ < J < J J 19.3 < MW 02 1/22/ < < <0.51 U MW 02 4/22/ < J < J J 56.4 J 49.2 < J 34.4 MW 03 10/29/ MW 03 1/8/ MW 03 4/18/ MW 03 7/26/ MW 03 10/23/ MW 03 1/24/ MW 03 4/2/ < MW 03 7/9/ <1 < < MW 03 10/6/ < MW 03 1/13/ MW 03 4/15/ MW 03 7/14/ < MW 03 10/11/ MW 03 1/18/ < MW 03 4/19/ < MW 03 7/18/ < Nitrate (as NO 3 ) Kjeldahl Sulfate Page 10 of 88
CHEMICAL COMPOSITION OF WATER IN THE PUTAH CREEK BASIN. c. S. BISSON AND MARTIN R. HUBERTY
CHEMICAL COMPOSITION OF WATER IN THE PUTAH CREEK BASIN c. S. BISSON AND MARTIN R. HUBERTY CHEMICAL COMPOSITION OF WATER IN THE PUTAII CREEK BASIN 1 C. s. BISSON2 AND MARTIN R. HUBERTya INTRODUCTION CONCURRENTLY
More information4 A village survey: Mandari, Lakshmipur
115 4 A village survey: Mandari, A rapid hydrochemical survey of the mouza (village) of Mandari, District was carried out during November 1999. Arsenic in the survey was measured in a various field laboratories
More informationCOTTER CORPORATION CANON CITY MILLING FACILITY
CALENDAR YEAR 2004 APPENDIX C Water Quality Monitoring Report COTTER CORPORATION CANON CITY MILLING FACILITY Canon City, Colorado June 30, 2005 COTTER CORPORATION WATER SAMPLING LOCATIONS JUNE 30, 2005
More informationDraft Project Deliverables: Policy Implications and Technical Basis
Surveillance and Monitoring Program (SAMP) Joe LeClaire, PhD Richard Meyerhoff, PhD Rick Chappell, PhD Hannah Erbele Don Schroeder, PE February 25, 2016 Draft Project Deliverables: Policy Implications
More informationWild Wings Water Recycling Facility First Quarter 2018 Groundwater Monitoring Report WDR Order No. R
Wild Wings Water Recycling Facility First Quarter 2018 Groundwater Monitoring Report WDR Order No. R5-2002-0077 Prepared for: Yolo County, CA Prepared by: Silver State Analytical laboratories, Inc. in
More informationSAMPLING CONTAINERS & HOLDING TIMES. Parameters Method Holding Time 8 Minimum Volume Water Sampling Water Soil Water Soil Container Preservative 9
Acidity SM 2310B 14 days - - 100 ml - - 250mL P None Alkalinity (as CaCO 3) SM 2320B 14 days NS 5 100 ml - - 250mL P None Ammonia Nitrogen SM 4500NH3-D 28 days - - 100 ml - - 250mL P H 2 SO 4 Asbestos
More informationEcosteps Laboratory Pvt. Ltd., D-79, Sector-6, Noida, Uttar Pradesh. Discipline Chemical Testing Issue Date
Ecosteps Pvt. Ltd., D-79, Sector-6, Noida, Uttar Pradesh Last Amended on - Page 1 of 10 Specific Performed Method Specification Range of ing / At I. WATER 1. Potable Water/ Domestic Bore Water/ De-mineralized
More informationSTATUS RELEASE REPORT DATE DATE
http://geotracker.waterboards.ca.gov/csm_report.asp?global_id=t0611318306 4/16/2015 11:14 AM CSM REPORT FOR PUBLIC NOTICING PROJECT INFORMATION (DATA PULLED FROM GEOTRACKER) - MAP THIS SITE SITE NAME /
More informationRevision 4, Maine Yankee s License Termination Plan
October 15, 2004 MN-04-051 RA-04-095 UNITED STATES NUCLEAR REGULATORY COMMISSION Attention: Document Control Desk Washington, DC 20555 References: 1. License No. DPR-36 (Docket No. 50-309) 2. MYAPC Letter
More informationFormer Fort Ord Sites 2 and 12 Data and Status
Sites 2 and 12 Data and Status Meeting, Table 1: GWTP and SVTU Statistics as of October 31, 2016 COC Mass Monthly Statistics Volume Treated Average Flow Percent of Time Online Removed (pounds) Oct 2016
More informationDiscipline Chemical Testing Issue Date Certificate Number T-3037 Valid Until Last Amended on - Page 1 of 6
Last Amended on - Page 1 of 6 I. AIR, GASES & ATMOSPHERE 1. Ambient Air Quality Monitoring Respirable Suspended Particulate Matter Less than 10µm or PM10 IS:5182 (Part 23):2006 5-1000 µg/m3 Respirable
More informationAPPENDIX D WATER QUALITY DATA
APPENDIX D WATER QUALITY DATA Mr. John Keating August 9, 2002 Page 2/8 SW-4 and at the settling pond near the bulk extraction area. In addition, total and faecal coliform bacteria samples are collected
More informationEnvirochem Testing Lab & Research Centre, Plot No. 165, Sector-25, Part-II, HUDA, Panipat, Haryana. Discipline Chemical Testing Issue Date
Last Amended on - Page 1 of 5 I. WATER 1. Potable / Drinking Temperature IS 3025 (Part 9): 1984 (RA 2006) Ambient - 50 C Turbidity IS 3025 (Part 10): 1984 (RA 2006) 1 NTU to 100 NTU Specific Conductivity
More informationAppendix E Water Supply Modeling
Supply Modeling Modesto Irrigation District Treatment Plant Expansion Project Modeling I. Introduction The Modesto Irrigation District (MID) is situated adjacent to and north of the Tuolumne River. Over
More informationMONITORING AND RESEARCH DEPARTMENT
MONITORING AND RESEARCH DEPARTMENT REPORT NO. 10-01 EVALUATION OF THE SETTLING CHARACTERISTICS OF NORTH SIDE WATER RECLAMATION PLANT COMBINED SOLIDS AND STICKNEY WATER RECLAMATION PLANT PRELIMINARY SLUDGE
More informationCapacity Analysis Report. For. William E. Dunn Water Reclamation Facility 4111 Dunn Drive Palm Harbor, Florida 34683
Capacity Analysis Report For William E. Dunn Water Reclamation Facility 4111 Dunn Drive Palm Harbor, Florida 34683 Florida Department of Environmental Protection Facility Identification No. FLA0128775
More informationSpring 2015 Summary Report Residential Drinking Water Well Sampling LRI Landfill
Spring 2015 Summary Report Residential Drinking Water Well Sampling LRI Landfill Contents 1. Summary 2. Table 1 Spring 2015 Water Quality Results 3. Table 2 Spring 2015 Water Quality VOC Results 4. Table
More informationREMOVE II VANPOOL VOUCHER INCENTIVE PROGRAM
REMOVE II VANPOOL VOUCHER INCENTIVE PROGRAM GUIDELINES, POLICIES, AND PROCEDURES Complete Version The San Joaquin Valley Air Pollution Control District (District) is seeking applications from vanpool riders
More informationTributary Water Quality Monitoring Program,
Tributary Water Quality Monitoring Program, 2003-2007 SOUTHERN NEVADA WATER AUTHORITY Resource Monitoring Water Quality Team Prepared by: Roslyn Ryan Southern Nevada Water Authority Environmental Monitoring
More informationSTATE IMPLEMENTATION PLAN CREDIT FOR EMISSION REDUCTIONS GENERATED THROUGH INCENTIVE PROGRAMS (Adopted June 20, 2013)
RULE 9610 STATE IMPLEMENTATION PLAN CREDIT FOR EMISSION REDUCTIONS GENERATED THROUGH INCENTIVE PROGRAMS (Adopted June 20, 2013) 1.0 Purpose The purpose of this rule is to provide an administrative mechanism
More informationScience Applications International Corporation
February 7, 2011 Ms. Sharon R. Fisher 1425 Eden Road York, PA 17402 Re: 2010 Summary of Operation for North Building 4 Soil Vapor Extraction System SAIC Project 4501020172 / 5000 / 100 Dear Sharon: Science
More informationProtect water quality at public drinking water wells (nitrate and TDS) and irrigation. El Rio #15 NO3 NO3 BMO El Rio #15 TDS TDS BMO.
OXNARD PLAIN FOREBAY OXNARD PLAIN FOREBAY 214 214 Protect water quality at public drinking water wells (nitrate and TDS) and irrigation suitability (TDS). (Note TDS = total dissolved solids) Nitrate Concentration:
More informationState of Texas Biosolids Program Perspectives
State of Texas Biosolids Program Perspectives Topics for Discussion Background on state authority and state rules The Biosolids Program in Texas Staff Permits and Registrations Administrative and Technical
More informationENVIRONMENTAL & ENGINEERING SERVICES DEPARTMENT
CITY OF LONDON ENVIRONMENTAL & ENGINEERING SERVICES DEPARTMENT WASTEWATER TREATMENT OPERATIONS VAUXHALL WASTEWATER TREATMENT PLANT 2013 ANNUAL REPORT FEBRUARY 2014 Vauxhall Wastewater Treatment Plant 2013
More informationCHINO DESALTER PHASE 3
CHINO DESALTER PHASE 3 Comprehensive Predesign Report Prepared for Jurupa Community Services District, City of Ontario, and Western Municipal Water District REVISED FINAL December 2010 Jurupa Community
More informationWater analysis, QC and more:
Water analysis, QC and more: photoflex THE REAL MULTI COLORIMETER Standardized and easy-to-use Sturdy and waterproof Sophisticated and versatile Environmental Protection: Fish Farming and Surface Water:
More information1996, or for which modification is commenced on or before March 16, 1998, shall not exceed the
15A NCAC 02D.1206 HOSPITAL, MEDICAL, AND INFECTIOUS WASTE INCINERATORS (a) Applicability. This Rule applies to any hospital, medical, and infectious waste incinerator (HMIWI), except: (1) any HMIWI required
More informationMARYLAND DEPARTMENT OF THE ENVIRONMENT
MARYLAND DEPARTMENT OF THE ENVIRONMENT 1800 Washington Boulevard Suite 620 Baltimore, Maryland 21230-1719 410-537-3442 800-633-6101 x 3442 www.mde.state.md.us Land and Materials Administration Oil Control
More informationEXISTING PAVEMENT EVALUATION Howell Ferry Road Duluth, Gwinnett County, Georgia. WILLMER ENGINEERING INC. Willmer Project No
EXISTING PAVEMENT EVALUATION WILLMER ENGINEERING INC. Prepared For Clark Patterson Lee Suwanee, Georgia Prepared By WILLMER ENGINEERING INC. 3772 Pleasantdale Road Suite 165 Atlanta, Georgia 30340-4270
More informationAMBIENT AIR QUALITY MONTHLY REPORT
REPORT N O 171-00556-00 AMBIENT AIR QUALITY MONTHLY REPORT DECEMBER 2017 DECEMBER 2017 AMBIENT AIR QUALITY MONTHLY REPORT DECEMBER 2017 Lafarge Canada Inc. Project no: 171-00556-00 Date: December 2017
More informationSTAFF REPORT. Consideration of Request Submitted by Athens Services for Rate Adjustment SUMMARY
City of San Gabriel STAFF REPORT Date: To: From: Subject: June 16, 2015 Steven A. Preston, City Manager /\. Thomas C. Marston, Finance Directo~ Consideration of Request Submitted by Athens Services for
More informationPhysico-chemical Characterization of Water Body with Special Reference to Battery, Power Sources and Metal Plating Effluents
Current World Environment Vol. 7(1), 125-131 (2012) Physico-chemical Characterization of Water Body with Special Reference to Battery, Power Sources and Metal Plating Effluents DHANANJAY DWIVEDI 1 and
More informationDecision D ATCO Electric Ltd. Decommissioning of Transmission Line 6L82
Decision 21447-D01-2016 August 23, 2016 Decision 21447-D01-2016 Proceeding 21447 Application 21447-A001 August 23, 2016 Published by the: Fifth Avenue Place, Fourth Floor, 425 First Street S.W. Calgary,
More information/ Planning and Zoning Staff Report Lonestar Land, LLC. - Rezone, RZ
/ Planning and Zoning Staff Report Lonestar Land, LLC. - Rezone, RZ2018-0019 Hearing Date: October 18, 2018 Development Services Department Applicant: Lonestar Land, LLC. Representative: Lance Warnick
More informationHow to Survive an EPA Audit
How to Survive an EPA Audit John Colletti U.S. Environmental Protection Agency, Region 5 February 27, 2008 312/886-6106 6106 colletti.john@epa.gov Why Would I be Audited? Complaints Public perception Competition
More informationONONDAGA LAKE PRE-DESIGN INVESTIGATION: WASTEBED 13 SETTLEMENT PILOT STUDY MONITORING DATA YEAR 2 Onondaga County, New York
ONONDAGA LAKE PRE-DESIGN INVESTIGATION: WASTEBED 13 SETTLEMENT PILOT STUDY MONITORING DATA YEAR 2 Onondaga County, New York Prepared For: 5000 Brittonfield Parkway Suite 700 East Syracuse, NY 13057 Prepared
More informationAmbient PM 10 Monitoring Sechelt, B.C Update
Ministry of Environment LOWER MAINLAND REGION Ambient PM 10 Monitoring Sechelt, B.C. 2004-2005 Update E N V I R O N M E N T A L Q U A L I T Y Library and Archives Canada Cataloguing in Publication Data
More informationSCRAP TIRE FACILITY ANNUAL REPORT
SCRAP TIRE FACILITY ANNUAL REPORT E-Document Information For EPA Use Only Doctype: Report Secondary ID: ST Facility Name: County: Program: Scrap Tires Classification: Annual Report INSTRUCTIONS: This report
More informationDave Claassen, PPG; Richard Feinberg, AECOM; Scott Mikaelian, AECOM; Mark Terrill, PPG; Brian McPeak, PP, LLC
AECOM 732-564-3600 tel 30 Knightsbridge Road, Building 5, Suite 520 732-369-0122 fax Piscataway, New Jersey 08854 Memorandum To Michael McCabe File: 60149955.4010A CC Dave Claassen, PPG; Richard Feinberg,
More informationKey to data headings for SOIL data from Rio Grande Basin Initiative Survey of Leasburg Canal System
Key to data headings for SOIL data from Rio Grande Basin Initiative Survey of Leasburg Canal System 2002-2006 The following data sets are the complete databases of canal and soil characteristics and vegetation
More information1 st Quarter Summary of Meteorological and Ambient Air Quality Data Kennecott Utah Copper Monitoring Stations. Prepared for:
1 st Quarter 2018 Summary of Meteorological and Ambient Air Quality Data Kennecott Utah Copper Monitoring Stations Prepared for: Prepared by: Mr. Bryce C. Bird Director Division of Air Quality 195 North
More informationTurnpike Mitigation Program Application
Ohio Department of Transportation & Ohio Turnpike and Infrastructure Commission Turnpike Mitigation Program Application Please note the following eligibility criteria: 1) Projects must be sponsored by
More informationHighway 18 BNSF Railroad Overpass Feasibility Study Craighead County. Executive Summary
Highway 18 BNSF Railroad Overpass Feasibility Study Craighead County Executive Summary October 2014 Highway 18 BNSF Railroad Overpass Feasibility Study Craighead County Executive Summary October 2014 Prepared
More informationDepartment of Market Quality and Renewable Integration November 2016
Energy Imbalance Market March 23 June 3, 216 Available Balancing Capacity Report November 1, 216 California ISO Department of Market Quality and Renewable Integration California ISO i TABLE OF CONTENTS
More informationVILLASPORT ATHLETIC CLUB AND SPA Draft Environmental Impact Report. Volume I
VILLASPORT ATHLETIC CLUB AND SPA Draft Environmental Impact Report Volume I SCH No. 2014092038 Prepared for: City of Roseville Planning Department 311 Vernon Street Roseville, California 95746 Prepared
More informationSTAFF REPORT. To: Planning Commission Meeting date: April 12, 2017 Item: UN Prepared by: Robert Eastman
# 5 ) UN-15-17 LA SIERRA AUTO SALES SPECIAL USE PERMIT VEHICLE SALES PUBLIC HEARING STAFF REPORT To: Planning Commission Meeting date: April 12, 2017 Item: UN-15-17 Prepared by: Robert Eastman GENERAL
More information1.1 Purpose of This Environmental Impact Report EIR Process Use of This Report Report Organization...
Table of Contents SUMMARY PAGE S.1 Project Location and Project Characteristics... S-1 S.2 Project Objectives... S-9 S.3 Project Approvals... S-11 S.4 Impacts and Mitigation Measures... S-12 S.5 Alternatives...
More informationJTC ENERGY GROUP, LLC. Jarmon #1D
JTC ENERGY GROUP, LLC Commercial Salt Water Disposal Permit Jarmon #1D (Re-entry of Existing Wellbore API# 177-31597) Summary JTC Energy Group, LLC is offering for sale the Permit for a Commercial Salt
More informationCITY OF COCOA BEACH RECLAIMED WATER AQUIFER STORAGE AND RECOVERY (ASR) SYSTEM CYCLE TESTING SCOPE OF SERVICES AND FEE ESTIMATE
BRADT. BLAIS,P.E. DAVID A. KING, P.E. ANDREW M. GIANNINI, P.E. KEVIN A. LEE, P.E. Quentin L. Hampton Associates, Inc. Consulting Engineers P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129 0247 TELEPHONE:(386)
More informationFebruary 10, The Honorable Kimberly D. Bose Secretary Federal Energy Regulatory Commission 888 First Street, NE Washington, DC 20426
California Independent System Operator Corporation February 10, 2016 The Honorable Kimberly D. Bose Secretary Federal Energy Regulatory Commission 888 First Street, NE Washington, DC 20426 Re: California
More informationDirector of Building and Deputy Chief Building Official. 1. North York Community Council approve the request for sign variance at 515 Drewry Avenue.
STAFF REPORT ACTION REQUIRED Sign Variance 515 Drewry Avenue (New Application & Report) Date: October 19, 2009 To: From: Wards: Reference Number: North York Community Council Director of Building and Deputy
More informationPFI Quality Assurance/Quality Control (QA/QC) Program for Residential/Commercial Densified Fuels
PFI Quality Assurance/Quality Control (QA/QC) Program for Residential/Commercial Densified Fuels Scope: This program must be utilized by participating pellet fuel manufacturers to assure consistent quality
More informationSeptage Treatment at Small Wastewater Treatment Plants
Septage Treatment at Small Wastewater Treatment Plants Khamis Al-Omari Omari,, Hazen and Sawyer, P.C. 2008 MWEA Annual Conference (Session 3) Boyne Mountain Resort Boyne Falls, Michigan June 23, 2008 Acknowledgements
More informationDRAFT April 9, STATE IMPLEMENTATION PLAN CREDIT FOR EMISSION REDUCTIONS GENERATED THROUGH INCENTIVE PROGRAMS (Adopted [adoption date])
RULE 9610 STATE IMPLEMENTATION PLAN CREDIT FOR EMISSION REDUCTIONS GENERATED THROUGH INCENTIVE PROGRAMS (Adopted [adoption date]) 1.0 Purpose The purpose of this rule is to provide an administrative mechanism
More informationARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY STATE INDUSTRIAL PERMIT INSPECTION FORM. Permit No.: 4369-WR-1 Inspection Date: September 7,2006
ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY STATE INDUSTRIAL PERMIT INSPECTION FORM Page 1 of 3 AFIN: 68-00040 Log No.: N36'15'31.4" W91'32'41.1" Permit No.: 4369-WR-1 Inspection Date: September 7,2006
More informationOperational Compliance Closure/Release Response/Corrective Action at Underground Storage Tank Facilities
Connecticut Department of Energy and Environmental Protection Operational Compliance Closure/Release Response/Corrective Action at Underground Storage Tank Facilities May 15, 2015 Peter Zack, Assistant
More informationHEAVY-DUTY ENGINE PROGRAM AGRICULTURAL PUMP ENGINE COMPONENT ELECTRIC MOTOR NEW PURCHASE OPTION
SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT APPLICATION HEAVY-DUTY ENGINE PROGRAM AGRICULTURAL PUMP ENGINE COMPONENT ELECTRIC MOTOR NEW PURCHASE OPTION SECTION 1 - APPLICANT INFORMATION (PLEASE PRINT
More informationSection 5. Crude Oil and Natural Gas Resource Development
Section 5. Crude Oil and Natural Gas Resource Development The September 4 rotary rig count was 1,4, slightly higher than the count in August 4 and 13 percent higher than the count in September 3. Of the
More informationCity Of London Environmental & Engineering Services Department Wastewater Treatment Operations
City Of London Environmental & Engineering Services Department Wastewater Treatment Operations Greenway Wastewater Treatment Centre 2016 Annual Report February 2017 Page 1 of 96 SUMMARY This annual report
More informationPort of Long Beach. Diesel Emission Reduction Program
Diesel Emission Reduction Program Competition Port of Long Beach, Planning Division July 16, 2004 Contact: Thomas Jelenić, Environmental Specialist 925 Harbor Plaza, Long Beach, CA 90802 (562) 590-4160
More informationREPORT N O AMBIENT AIR QUALITY MONTHLY REPORT JUNE 2017
REPORT N O 171-00556-00 AMBIENT AIR QUALITY MONTHLY REPORT JUNE 2017 JUNE 2017 AMBIENT AIR QUALITY MONTHLY REPORT JUNE 2017 Lafarge Canada Inc. Project no: 171-00556-00 Date: June 2017 WSP Canada Inc.
More informationDATE: August 13, 2013 AGENDA ITEM # 8. City Council. Cedric Novenario, Transportation Manager RECOMMENDATION:
DATE: August 13, 2013 AGENDA ITEM # 8 TO: FROM: SUBJECT: City Council Cedric Novenario, Transportation Manager Speed zone survey RECOMMENDATION: A. Adopt Resolution No. 2013-27, approving Engineering and
More informationBASIC FACILITY INFORMATION
TRA ANNUAL SUMMARY REPORT OPERATIONAL COMPARISON 2015-2016 BASIC FACILITY INFORMATION Company Name: Contact Information: Darling International Rothsay 8406 Wellington County Rd Moorefield, ON N0G 2K0 Cameron
More informationSTATE OF NEW HAMPSHIRE Inter-Department Communication
STATE OF NEW HAMPSHIRE Inter-Department Communication DATE: February 11, 2010 AT (OFFICE): NHPUC FROM: Torn Frantz Director, Electric Division SUBJECT: DE 09-277: Petition by Public Service Company of
More informationDaily Trends and Source Apportionment of Ultrafine Particulate Mass (PM 0.1 ) Over an Annual Cycle in a Typical California City
Daily Trends and Source Apportionment of Ultrafine Particulate Mass (PM 0.1 ) Over an Annual Cycle in a Typical California City Toshihiro Kuwayama, Chris R. Ruehl, and Michael J. Kleeman* Department of
More informationOKLAHOMA CORPORATION COMMISSION REGULATED ELECTRIC UTILITIES 2018 RELIABILITY SCORECARD
OKLAHOMA CORPORATION COMMISSION REGULATED ELECTRIC UTILITIES 2018 RELIABILITY SCORECARD June 1, 2018 Table of Contents 1.0 Introduction...3 2.0 Summary...3 3.0 Purpose...3 4.0 Definitions...4 5.0 Analysis...5
More informationELECTRICAL GENERATING STEAM BOILERS, REPLACEMENT UNITS AND NEW UNITS (Adopted 1/18/94; Rev. Adopted & Effective 12/12/95)
RULE 69. ELECTRICAL GENERATING STEAM BOILERS, REPLACEMENT UNITS AND NEW UNITS (Adopted 1/18/94; Rev. Adopted & Effective 12/12/95) (a) APPLICABILITY (1) Except as provided in Section (b) or otherwise specified
More informationColiseum Boulevard Plume Investigation
SUMMARY REPORT FOR QUARTERLY SAMPLING RESULTS FOR SEPTEMBER 17, AND OCTOBER 30, 2002 INVESTIGATION OF LOW-LYING AREAS Coliseum Boulevard Plume Investigation January 22, 2003 Submitted to: The Alabama Department
More informationHeadwaters Resources Performance Pozzolan
Headwaters Resources Performance Pozzolan Headwaters Resources Plant Miller, Quinton, AL Blending Facility Blended Class C and Class F Fly Ash P 2 is a homogeneous blend of Class C and F fly ash. Combining
More informationIncinerator Monitoring Program Ash Characterization Summary
Onondaga County Health Department Division of Environmental Health 421 Montgomery Street Syracuse, New York 13202 Incinerator Monitoring Program 2012 Ash Characterization Summary June 1, 2013 Submitted
More informationDecision D ATCO Electric Ltd. Decommissioning of Transmission Line 6L79. October 18, 2016
Decision 21481-D01-2016 October 18, 2016 Alberta Utilities Commission Decision 21481-D01-2016 Proceeding 21481 Application 21481-A001 October 18, 2016 Published by the: Alberta Utilities Commission Fifth
More informationDowntown Lee s Summit Parking Study
Downtown Lee s Summit Parking Study As part of the Downtown Lee s Summit Master Plan, a downtown parking and traffic study was completed by TranSystems Corporation in November 2003. The parking analysis
More informationAttached is Idaho Power s 2013 WECC Annual Progress Report. Please contact me if you have any questions.
March 8, 2013 David Franklin Chair, Technical Studies Subcommittee Southern California Edison 1 Innovation Way Pomona, CA 91768 MHanson@idahopower.com (208) 388-2253 Enoch Davies Western Electricity Coordinating
More informationPrepared for: Prepared by: 4005 Port Chicago Highway Concord, California
AIR MONITORING SUMMARY REPORT Time-Critical Removal Action for the Experimental Ship Shielding Range, Parcel E-2 Hunters Point Naval Shipyard San Francisco, California Contract Number N62473-10-D-0807
More informationArizona Tank Closure, Assessment and Response
Arizona Tank Closure, Assessment and Response By: Phillip A. Schneider, P.E. August 1, 2013 Agenda > Closure > Assessment > Response Exceptions to the UST State and Federal Regulations > USTs storing heating
More informationOKLAHOMA CORPORATION COMMISSION REGULATED ELECTRIC UTILITIES 2017 RELIABILITY SCORECARD
OKLAHOMA CORPORATION COMMISSION REGULATED ELECTRIC UTILITIES 2017 RELIABILITY SCORECARD May 1, 2017 Table of Contents 1.0 Introduction...3 2.0 Summary...3 3.0 Purpose...3 4.0 Definitions...4 5.0 Analysis...5
More informationREPORT N O AMBIENT AIR QUALITY MONTHLY REPORT MAY 2017
REPORT N O 171-00556-00 AMBIENT AIR QUALITY MONTHLY REPORT MAY 2017 MAY 2017 AMBIENT AIR QUALITY MONTHLY REPORT MAY 2017 Lafarge Canada Inc. Project no: 171-00556-00 Date: May 2017 WSP Canada Inc. 150-12791
More informationTurnpike Mitigation Program Application
Ohio Department of Transportation & Ohio Turnpike and Infrastructure Commission Turnpike Mitigation Program Application Please note the following eligibility criteria: 1) Projects must be sponsored by
More informationHYDRO GEO. CHEM, INC. Approved Date Author Date File Name Figure PDSTI LOCATION OF THE SULFATE PLUME BASED ON INFORMATION AS OF OCTOBER 2007.
FIGURES Legend Well Location & Identifier Approximate Location of Sulfate Plume >2mg/L M-1 M-5 M-11 CW-11 M-9 M-10 M-8 TMM-1 MO-2007-1A,B,C GV-02-PCWW GV-01-PCWW I-9 I-7 I-12 I-6 I-13 I-10 I-11 CW-7 MH-26A,B,C
More informationMarch 18, Subject: Imperial Irrigation District 2014 Annual Progress Report - Rev 1
Energy Division P.O. Box 937 333 E. Barioni Blvd. Imperial, CA 92251 www.iid.com March 18, 2014 Mr. Tracy Rolstad Chair, WECC Technical Studies Subcommittee Senior Power System Consultant Avista System
More informationAttachment F: Transport assessment report on implications if Capell Avenue never formed
Attachment F: Transport assessment report on implications if never formed CCL Ref: 14447-181118-williams.docx 18 November 2018 Tim Williams Williams and Co Limited By e-mail only: tim@williamsandco.nz
More informationMiniLab EL Series for High Performance Engine Development and Maintenance
MiniLab EL Series for High Performance Engine Development and Maintenance Optimize performance output Detect problems early Ensure safety in operation Engine Oil Analysis: A Reliable Technique for Engine
More informationUPDATE OF THE SURVEY OF SULFUR LEVELS IN COMMERCIAL JET FUEL. Final Report. November 2012
CRC Project AV-1-10 UPDATE OF THE SURVEY OF SULFUR LEVELS IN COMMERCIAL JET FUEL Final Report November 2012 COORDINATING RESEARCH COUNCIL, INC. 3650 MANSELL ROAD SUITE 140 ALPHARETTA, GA 30022 The Coordinating
More informationInvitation for Quote (IFQ) For the Supply and Delivery of Sodium Bisulfite IFQ
Invitation for Quote (IFQ) For the Supply and Delivery of Sodium Bisulfite ADDENDUM NO.1 Date of Addendum: Please read this Addendum very carefully and make changes in your quote as appropriate. Additionally,
More informationCITY OF SACRAMENTO CALIFORNIA. May 28, 2002
NEIGHBORHOOD SERVICES DEPARTMENT Max B. Fernandez Area 1 Director CITY OF SACRAMENTO CALIFORNIA May 28, 2002 1231 I Street, Suite 400 SACRAMENTO, CA 95814-2977 PH 916-264-7940 FAX 916-264-8937 Law and
More informationNOTICE OF PUBLIC HEARING ANAHEIM PUBLIC UTILITES BOARD IS HOLDING A PUBLIC HEARING ON THE FORMATION OF UNDERGROUND DISTRICT No. 66 (BEACH) TO UNDERGROUND OVERHEAD FACILTIIES, INCLUDING POWER AND COMMUNICATION
More informationCITY OF MINNEAPOLIS GREEN FLEET POLICY
CITY OF MINNEAPOLIS GREEN FLEET POLICY TABLE OF CONTENTS I. Introduction Purpose & Objectives Oversight: The Green Fleet Team II. Establishing a Baseline for Inventory III. Implementation Strategies Optimize
More information10.6 Schedule of Accreditation
Testing Laboratory is accredited by the GCC Accreditation Center () in accordance with the recognised International Standard, General requirements for the competence of testing and calibration laboratories
More informationRed and Bonita Mine. Removal Action Bulkhead Plan Summary May 2015
Red and Bonita Mine Removal Action Bulkhead Plan Summary May 2015 Mine Discharge and Underground Workings Flow is approximately 200 to 300 gpm Zinc concentration is consistently near 16,000 ug/l Cadmium
More informationApplicability for Green ITS of Heavy Vehicles by using automatic route selection system
Applicability for Green ITS of Heavy Vehicles by using automatic route selection system Hideyuki WAKISHIMA *1 1. CTI Enginnering Co,. Ltd. 3-21-1 Nihonbashi-Hamacho, Chuoku, Tokyo, JAPAN TEL : +81-3-3668-4698,
More informationELECTRICAL COMPONENTS INTERNATIONAL ANNUAL PUBLIC REPORT FOR LEAD
Prepared for Electrical Components International 91 Lincoln St. Tillsonburg, Ontario N4G 2P9 Document type Public Report on Toxics Reduction Date May 23, 2018 ELECTRICAL COMPONENTS INTERNATIONAL ANNUAL
More informationMajor/Area Source. Speaker: Eric Swisher. 23rd Virginia Environmental Symposium April 11, Your environmental compliance is clearly our business.
Major/Area Source Boiler MACT Rule Speaker: Eric Swisher 23rd Virginia Environmental Symposium April 11, 2012 Your environmental compliance is clearly our business. Overview Ground Rules Regulatory Framework
More informationJuly 24, Project IR
July 24, 2017 Project IR13164420 Maria Pope Manager, Facilities Operation and Maintenance John Wayne Airport, Orange County 3160 Airway Avenue Costa Mesa, California 92626 Re: Central Utility Plant Operating
More informationHEAVY-DUTY ENGINE PROGRAM OFF-ROAD FORKLIFT COMPONENT ELECTRIC FORKLIFT NEW PURCHASE OPTION
SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT APPLICATION HEAVY-DUTY ENGINE PROGRAM OFF-ROAD FORKLIFT COMPONENT ELECTRIC FORKLIFT NEW PURCHASE OPTION SECTION 1 - APPLICANT INFORMATION (PLEASE PRINT
More informationEXHIBIT A EAST VALLEY WATER DISTRICT SCHEDULE OF WATER AND WASTEWATER RATES AND CHARGES
EXHIBIT A EAST VALLEY WATER DISTRICT SCHEDULE OF WATER AND WASTEWATER RATES AND CHARGES UPDATED MAY 24, 2017 Table of Contents Section 1: Water Service Charges... 2 Monthly Water System Charge... 2 Commodity
More informationUNDERGROUND STORAGE TANK (UST) INSTALLATION & MAINTENANCE
SUBJECT: FIRE DEPARTMENT INSTALLATION & MAINTENANCE Fire Department 955 Sonoma Avenue Santa Rosa, CA 95404 Phone: (707) 543-3500 Fax: (707) 543-3520 http://ci.santa-rosa.ca.us/fd/ Bulletin Number: 010
More informationfor Fiscal Year Lathrop Municipal Code Section and Section 26 of the original Agreement
CITY MANA6ER S REPORT JUNE 17 2013 CITY COUNCIL MEETING ITEM 49 ITEM ALLIED WASTE SERVICES COLLECTION RATES ADJUSTMENT FOR FY 2013 2014 RECOMMENDATION Adopt Resolution to Authorize an Increase of Allied
More informationIncinerator Monitoring Program Ash Characterization Summary
Onondaga County Health Department Division of Environmental Health 421 Montgomery Street Syracuse, New York 13202 Incinerator Monitoring Program 2013 Ash Characterization Summary April 1, 2014 Submitted
More informationLEAKING UNDERGROUND STORAGE TANKS
LEAKING UNDERGROUND 9-12 STORAGE TANKS SUBJECTS: TIME: Science (Physical Science, Environmental Science), Social Studies (Economics), Math 2 class periods MATERIALS: 2 sheets of graph of bookkeeping paper
More informationSFI SPECIFICATION 1.2 EFFECTIVE: FEBRUARY 9, 2006* PRODUCT: Multiple Disc Clutch Assemblies for Vehicles with Naturally Aspirated Engines
SFI SPECIFICATION 1.2 EFFECTIVE: FEBRUARY 9, 2006* PRODUCT: Multiple Disc Clutch Assemblies for Vehicles with Naturally Aspirated Engines 1.0 GENERAL INFORMATION 1.1 This SFI Specification establishes
More information