Phase 1 Environmental Site Assessment File No. 23-19311 Property November 16, 2023
NW of Grangeville Boulevard and Centennial Drive, Handford, CA. Page 2 Recommendations
No further environmental assessment is recommended.
No current activities were found within a one-mile radius of the site which process, store or transport hazardous materials in sufficient quantity or in a mode which might have measurable effect on the environmental integrity of the subject site. Multiple sites were found in our search of available or “reasonably ascertainable” State or Federal government records within the ASTM E-1527-21 search radius around the subject property for the databases shown in the Tables on pages ES-1 to ES-4 (Appendix A). No nearby sites appear to have current environmental problems that may affect the site as reported by the Kings County Environmental Health Services and GeoTracker.
A Phase I ESA comprises a number of individual elements whose basic nature and extent are determined in accordance with the standard of care applicable to Phase I ESAs. The standard of care is commonly defined as the care applied by the ordinary practitioner at the time and in the area where the ESA was performed. We believe that we have complied with the applicable standard of care and that we have complied as well with Phase I ESA practices and service scope elements recommended by the American Society for Testing and Materials (ASTM).
I declare that to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in 312.10 of 40 CFR Part 312. I have the specific qualifications based on education, training, and experience to assess property of the nature, history, and setting of the subject property. I have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312.
The accompanying report is an instrument of service of Soils Engineering, Inc. The report summarizes our findings and relates our opinions with respect to the potential for hazardous materials to exist at the site at levels likely to warrant mitigation pursuant to current guidelines regulated by the California EPA and California Water Quality Control Board and defined in Titles 22 and 23 of CCR in the state of California. Note that our findings and opinions are based on information that we obtained on given dates, through records review, site review, and related activities. It is possible that other information exists or subsequently has become known, just as it is possible for conditions we observed to have changed after our observation. For these and associated reason, Soils Engineering, Inc. and many of its peers routinely advise clients for ESA services that it would be a mistake to place unmerited faith in findings and opinions conveyed via ESA reports. Soils Engineering, Inc. cannot under any circumstances warrant or guarantee that not finding indicators of hazardous materials means that hazardous materials do not exist on the site. Additional research, including invasive testing, can reduce the risks to you, but no techniques now commonly employed can eliminate these risks altogether. Soils Engineering, Inc. will be pleased to provide more information in this regard.
Phase 1 Environmental Site Assessment File No. 23-19311 Property November 16, 2023
NW of Grangeville Boulevard and Centennial Drive, Handford, CA. Page 3 Please call (661) 831-5100 for assistance or any questions concerning this report.
Sincerely,
SOILS ENGINEERING, INC.
Robert J. Becker, PG., CEG, QSD/QSP Carlos Enriquez-Villegas Expires 2/28/25 Staff Geologist
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Table of Contents
Executive Summary .........................................................................................................................1 Property Use.........................................................................................................................1 Building Permits ..................................................................................................................1 Purpose and Scope ...............................................................................................................1 Environmental Issues ...........................................................................................................2 Recommendations ................................................................................................................2 Site Reconnaissance .........................................................................................................................2 On-Site Properties ................................................................................................................2 Oil Wells and Water Wells ..................................................................................................2 Site Area...............................................................................................................................3 Adjacent Off-site Properties ................................................................................................3 Off-site Properties within a One-Mile Radius .....................................................................3 Previous Site Development ..................................................................................................3 Aerial Photographs...............................................................................................................4 Historical Topographic Maps ..............................................................................................5 Sanborn Map Review ...........................................................................................................5 City Directory Search ..........................................................................................................5 Source of Potable Water ......................................................................................................5 Sewage Disposal ..................................................................................................................5 Potential Occupant Hazards .................................................................................................6 Vapor Migration Screening..................................................................................................6 Emerging Contaminants.......................................................................................................6 Property Use.....................................................................................................................................6 Chronology of Former Property Use ...................................................................................6 Rationale for Research Period .............................................................................................7 Sources .................................................................................................................................7 Building Permits ......................................................................................................7 California Geologic and Energy Division Publications ...........................................7 Kings County Environmental Services Department ................................................7 Kings County Department of Agriculture................................................................7 GeoTracker ..............................................................................................................7 Current Property Uses ......................................................................................................................7 Current and Historical Regulatory Review of the Subject Site & Adjoining Listed Properties ..................8
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Site .......................................................................................................................................8 Adjoining Listed Properties .................................................................................................8 Database Search ...................................................................................................................8 User Provided Information ..............................................................................................................8 Review of Title Documents .................................................................................................8 Owners .................................................................................................................................8 Environmental Liens or Activity and Use Limitations ........................................................8 Specialized Knowledge ........................................................................................................8 Commonly Known or Reasonably Ascertainable Information ............................................8 Valuation Reduction for Environmental Issues ...................................................................9 Owner, Property Manager and Occupant Information ........................................................9 Reason for Performing Phase 1 ESA ...................................................................................9 Other ....................................................................................................................................9 Geology and Hydrology ...................................................................................................................9 Geologic Setting...................................................................................................................9 Surface Lithology.................................................................................................................9 Hydrology ..........................................................................................................................10 Depth to Water ...................................................................................................................10 Groundwater Quality .........................................................................................................10 Plate 4 "Physical Settings Source Map" ............................................................................10 Water Wells .......................................................................................................................10 California Regional Water Quality Control Board ............................................................10 Wetlands ............................................................................................................................10 Oil and Gas Well Locations ...........................................................................................................10 Surrounding Properties ..................................................................................................................10 Data Base Search ...............................................................................................................10 Orphan Summary List ........................................................................................................10 Historical Use Information on Adjoining Properties .........................................................11 Interviews .......................................................................................................................................11 Interview with Owner ........................................................................................................11 Interview with Site Manager ..............................................................................................11 Interview with Occupants ..................................................................................................11 Interviews with Local Government Officials ....................................................................11 Interviews with Others .......................................................................................................11 Findings..........................................................................................................................................11 Opinion ..........................................................................................................................................12
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Conclusions & Deviations .............................................................................................................12 Conclusions ........................................................................................................................12 Deviations ..........................................................................................................................12 Additional Services ............................................................................................................12 Data Gaps ...........................................................................................................................12 Attachments ...................................................................................................................................12 Statement of Qualifications............................................................................................................15 References ......................................................................................................................................15
APPENDICES
I. LIST OF ILLUSTRATIONS
Plate 1 - Location Map
Plate 2 - Plot Plan
Plate 3 - Photo Map
- Photographs 1 through 10
Plate 4 - Physical Settings Source Map
Plate 5 - Overview Map
Plate 6 - Detail Map
Plate 7 - Depth to Water Map
Plate 8 - CalGEM Map
Appendix A: EDR Summary Radius Map Report, EDR Historical Topographic Map Report, Certified Sanborn Map Report, EDR City Directory Search Abstract, and EDR Vapor Encroachment Screening Report Appendix B: Assessors Map, Environmental Questionnaire and Disclosure Statements and User Questionnaire. AFX Environmental Lien & AUL Search Report
Appendix C: Aerial Photos
Appendix D: QA/QC FORMS D-1 through D-4
PHASE I ENVIRONMENTAL SITE ASSESSMENT
For
Property
Northwest of Grangeville Boulevard and Centennial Drive in
Hanford, Kings County, California
APN: 009-030-142
November 2023
1.0 Executive Summary
Soils Engineering, Inc. (SEI) has conducted a Phase I Site Assessment (ESA) for the Property located Northwest of Grangeville Boulevard and Centennial Drive in Hanford, Kings County, CA (Site). See Assessor's Map in Appendix B and Location Map, Plate 1 for the site location and dimensions. The following is an Executive Summary of the investigation conducted between October 25, 2023, and November 16, 2023.
1.1 Property Use – The site is currently vacant tilled land with sparse seasonal vegetation.
Historically, the site was agricultural land from at least 1934 to 1994, and vacant land from 2003 to the present.
1.2 Building Permits - were reviewed for the site at the City of Hanford Community Development – Building Division with the following permits of potential environmental concern observed for the APNs listed for this site.
• None
1.3 Purpose and Scope - The purpose of the site assessment was to identify potential sources of hazardous substances that are obvious upon visual observations or by all appropriate inquiry using elective research of readily available information. All appropriate inquiry constitutes research into previous ownership and uses of the subject property consistent with good commercial or customary practices as defined by CERCLA, 42 U.S.C. 9601(35)(B). All appropriate inquiry will qualify a party to a commercial real estate transaction for one of the threshold criteria for satisfying the Landowner Liability Protections to CERCLA liability (42 U.S.C 9601(35)(A) & (B), 9607(b)(3), 9607(q) and 9607(r).
Visual inspections and all appropriate inquiry (AAI) were used to identify recognized environmental conditions (REC), historical recognized environmental conditions (HREC) and Controlled recognized environmental conditions (CREC) in connection with the subject property. The AAI included surveys of historical literature, regulatory review of
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 2
with persons having knowledge of the site and its use, vapor migration screening and the determination if any obvious hazardous substances exist or may have existed on the subject property. The scope of these services was conducted in compliance with ASTM E 1527-21 guidelines for Phase 1 Environmental Site Assessments.
1.4 Environmental Issues - The most salient environmental issues noted in our investigation are as follows:
The review of Kings County Environmental Health Services records, the State GeoTracker records and the EDR Database Search indicate that no off-site properties within a one-mile radius of the site boundaries are of environmental concern and are not currently a threat to the subject property.
Agricultural activities occurred at this site from at least 1934 to at least 1994. No indications of mixing areas, or storage areas were observed in the historical aerial photos available for review. Based on this information the former agricultural use on this site is considered a de-minimis condition and not a REC. No Recognized Environmental Conditions (RECs), Historical RECs, nor Controlled RECs were identified at this site.
1.5 Recommendations
No further environmental assessment is recommended.
2.0 Site Reconnaissance
The site location is shown on Plate 1, Site Location Map.
2.1 On-Site Properties - A site reconnaissance was conducted on October 31, 2023, consisting of walking the property and taking multiple photographs (see Plate 3 followed by photos). The following is a summary of the areas explored.
The site is currently vacant tilled land with sparse seasonal vegetation. A block fence and a chain link security fence border the site to the west, a rod iron fence borders the site to the north, Grangeville Blvd is the southern border, and Centennial Drive borders the site to the east.
Overall, the site appears to be in good condition with no other significant environmental concerns visibly evident that have not already been mentioned above.
See Plate 2 for a Site Plan and Appendix B for an Assessors Map showing the areas discussed above. Also see Appendix D for a checklist of environmental conditions reviewed as part of the QA/QC for this report.
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 3
2.2 Oil Wells and Water Wells – No oil wells are present within the site area according to the California Geologic and Energy Management Division (CalGEM) maps of the area. No oil wells are indicated within 1 mile from the site area.
No water wells were observed on the site. EDR GeoCheck and DWR records shows one public water well within 1/8 of a mile of the site area and there are other water wells <1/4 mile away.
2.3 Site Area - The project site consists of one (1) parcel covering an area of approximately
5.00 acres as shown on the Assessors Map in Appendix B.
2.4 Adjacent Off-site Properties – Adjacent off-site properties include the Berkshire Crossing Apartments to the north, the Grangeville Tank Site and a drainage sump to the west, Grangeville Blvd/residential/Southern California Gas Pipeline to the south and Centennial Dr/residential to the east.
2.5 Off-site Properties Within a One Mile Radius – There are five (5) sites (some listed multiple times) listed in the EDR Summary Radius Map Report (EDR Report) as being within a 1-mile radius of the site. A review of the EDR database search, and files at the Kings County Environmental Health Services and GeoTracker, indicates that no active sites are considered an environmental threat to the subject site.
The listed properties within 1-mile of the site include the following:
• Josh Rogers, 12700 Grangeville Blvd – located <1/8th mile to the WSW. Listed on the RCRA NONGEN/NLR database. This facility is not a generator, verified. • Frontier Elementary School, NE Corner of Grangeville and 13th – located 1/4 < x <1/2-mile to the NE. Listed on ENVIROSTOR and SCH databases. This facility went through a school investigation and found no chemical of concern within the soil. The DTSC approved the PEA with a No Further Action determination. • Canady 13th Avenue Site, 9431 13th Avenue – located 1/2 < x <1-mile to the SW.
Listed on the ENVIROSTOR and VCP databases. This facility went through a Voluntary Cleanup Agreement completed as of 07/06/1995.
No other properties were listed within 1-mile of the site area. See pages 9 to 10 in Appendix A for more detail.
2.6 Previous Site Development - A review of available aerial photographs and city directories of the subject site was vacant land prior to 1934, agricultural land from at least 1950 to
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 4
1994, and vacant land from 2003 to the present. (see Appendix C for copies of aerial photographs).
Aerial Photographs
1934 The site is agricultural land. Site borders include agricultural land to the north & west, agricultural land & structures to the east, and Grangeville Blvd. & agricultural land to the south. Agricultural activities are prevalent and there are sparse structures in all major directions. There is a drainage feature to the east. 1950: The site is similar to the 1934 aerial photograph. The drainage feature southern portion is no longer there.
1966: Similar to the 1950 aerial photograph. The drainage feature to the east is no longer there and there are less building bordering the site to the east. 1974: Similar to the 1966 aerial photograph.
1976: Similar to the 1974 aerial photograph. There are less structures to the east. 1984: Similar to the 1976 aerial photograph, but the site now appears to be an orchard.
There is a structure to the northeast.
1994: Similar to the 1984 aerial photograph, but row crops are now on-site. 2003: The site is now vacant land with what appears to be a burn area on the northern portion of the site. Grangeville Drive and agricultural land borders the site to the south, a residential property to the southwest, what appears to be a drainage sump/vacant land to the west, vacant land to the north, and residential construction to the east/Centennial Drive.
2006: Similar to the 1994 aerial photograph. The Grangeville Tank Site and a drainage sump borders the site to the west, vacant land to the north, Grangerville Drive/vacant land to the south, and Centennial Street/residential properties to the east. Agricultural activities appear to be diminishing. Residential properties are to the northeast.
2009: Similar to the 1994 aerial photograph. Frontier Elementary School is present to the WNW. There are more structures to the southwest.
2012: Similar to the 2009 aerial photograph.
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 5
2016: Similar to the 2012 aerial photograph. Residential grading is occurring to the north.
2023: Similar to the 2009 aerial photograph. The Berkshire Crossing Apartments now borders the site to the north. Agricultural activities are still occurring to the southeast. Residential properties are to the south.
Historical Topographic Maps
Topographic maps of the area were reviewed to establish previous development of the site, adjoining properties, and surrounding areas. See Appendix A for copies of these maps. The topographic maps reviewed indicated the following:
1926 – These topographic maps appear to show the site to be vacant land. Vacant land borders the site to the north and west. A dirt road borders the site to the east along with a structure, and Grangeville Blvd/a canal/vacant land borders the site to the south. Multiple drainage features/canals/ditches are present in all major directions. 1954 – The site is depicted as agricultural land. Agricultural land borders the site to the west, north, and south. There are now 2 structures to the east and one to the south. Agricultural activities are occurring in all major directions.
1976 – The subject property is depicted as agricultural land. There are multiple canals/ditches/drainage features and structures in all major directions. City development is occurring to the far east and ESE.
2012, 2015, 2018 – The topographic map shows little detail of the site, only main streets and highways are shown.
Sanborn Map Review
There are no Sanborn Fire Insurance maps available for this portion of Kings County, CA.
City Directory Search
The project address does not appear in the City Directory search conducted by EDR as shown below.
See Appendix A for the results of this search.
2.7 Source of Potable Water - Potable water service will be supplied the City of Hanford.
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 6
2.8 Sewage Disposal – Sewage will be treated by the City of Hanford.
2.9 Potential Occupant Hazards
2.9.1 Radon Gas - The average radon level in this region of Kings County is 2.300 pCi/L, a safe concentration. No radon sampling was conducted.
2.9.2 Asbestos Containing Materials (ACM's) – There are no potential sources for ACMs in the site area. No ACMs testing was conducted.
2.9.3 Polychlorinated Biphenyl (PCB's) – No possible sources of PCBs were identified on-site. No PCB testing was conducted.
2.10 Vapor Migration Screening
A Vapor Migration Screening was conducted by SEI on the site and surrounding properties. The off-site listed properties were either down-gradient, cross-gradient or far enough away (>250’) from the subject site to be of concern, or the chemicals of concern are not likely to be present at this source. There appears to be a low vapor intrusion potential from historical activities on-site and from off-site activities. See Appendix A for the EDR Vapor Encroachment Screen.
2.11 Emerging Contaminants
PFAS (per- and polyfluoroalkyl substances) is considered as a non-scope emerging contaminant within the E 1527-21 Phase 1 ESA standard. No PFAS are currently identified as hazardous substances under Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) and as a result would not be considered a Recognized Environmental Condition (REC). No PFAS’s are known to be present in the area of the site.
3.0 Property Use
Available records kept by the County of Kings, City of Hanford, aerial photograph reviews, etc., indicate that the site was agricultural land from at least 1934 to 1994, and vacant land from 2003 to the present.
3.1 Chronology of Former Property Use - Site usage, as indicated on aerial photographs, City Directories and Building Permits has included the following:
1934 to 1994 – Agricultural Land
2003 to Present – Vacant Land
A list of aerial photographs is given on QA-QC Form D-3 (Appendix D).
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 7
3.2 Rationale For Research Period - The research period for records dates from the earliest records retained in the archives of Kings County and the City of Hanford and available databases yielding information from the 1950’s to the present.
3.3 Sources - A review was made of environmental records maintained by government agencies and private sources. The contents of that review are included in Appendix A.
The list of Federal, State, and Local databases searched is summarized on Pages ES1 to ES4 and GR1 to GR6 of the EDR Summary Radius Map Report (Appendix A). In addition, the following total sources were researched:
Building Permits – City of Hanford & County of Kings building permits were reviewed from the mid-1950's to the present. The following permits of potential environmental concern were observed for the APNs listed for this site. • None
California Geologic and Energy Division Publications - Records were researched for the period circa 1940 to the present. California Geologic and Energy Management Division (CalGEM) online mapping system indicates that no oil wells have been drilled on-site.
No Oil/Gas wells are present 1- mile from the site borders. See attached Plate 8 for more detail.
Kings County Environmental Health Services - The following information was found on file for the sites close enough to be considered a possible threat to the subject property:
• None
Kings County Department of Agriculture – The Kings County Department of Agriculture online records were searched. Agricultural activities were present on the subject property from at least 1934 to 1994.
GeoTracker – The State of CA GeoTracker website was reviewed for information on the subject site and surrounding facilities.
• Nothing of concern listed for the surrounding facilities.
4.0 Current Property Uses
The subject property is currently vacant land with sparse vegetation.
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 8
5.0 Current and Historical Regulatory Review of Subject Site & Adjoining Listed Properties
5.1 Site - The subject site address does appear on the EDR database search records as shown below.
• Faith Farms-Site #2, 12494 Grangeville – TP. Listed on the CUPA LISTINGS database. The facility has historically been used for agricultural purposes. There are no known chemical mixing areas.
5.2 Adjoining Listed Properties – The following adjoining properties are listed in the EDR database search of potential environmental concern.
• None
5.3 Database Search - A summary of the list of government records searched is contained in Appendix A in the sections titled “EXECUTIVE SUMMARY” and "GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING," pages Executive Summary 1 to 4 and GR1 through GR6.
6.0 User Provided Information
6.1 Review of Title Information - Easements for public utilities are known at the site. No evidence was found that may indicate use of the property for the process, storage, disposal or transportation of hazardous materials.
6.2 Owners - The following are the owners and Assessors Parcel Number for the subject site:
APNs: 009-030-142: Owner is Nahal Farms, LLC.
See Assessors Maps in Appendix B for site configuration.
6.3 Environmental Liens or Activity and Use Limitations No environmental liens or Activity and Use Limitations are known for this site, according to an AFX Environmental Lien and AUL Report # 79-326191-47, dated 10/27/2023 and the USER Questionnaire which are attached in Appendix B.
6.5 Commonly Known or Reasonably Ascertainable Information - The user has some historical information that covers the site’s usage. - The user has no knowledge of specific chemicals used at the site. - The user has no knowledge of some spills or other chemical releases that have taken place at the site.
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 9
- The user has no knowledge of an environmental cleanup that has taken place at the site.
See attached User Questionnaire attached in Appendix B for more detail.
6.6 Valuation Reduction for Environmental Issues
The property was purchased approximately 10 years ago. At the time, fair market value was paid for the property. See attached User Questionnaire attached in Appendix B for more detail.
6.7 Owner, Property Manager and Occupant Information
A User Questionnaire and an interview via an Environmental Questionnaire and Disclosure Statement with Rupinder Nahal, who is a Owner of the site and President of Nahal Farms, was conducted by SEI. The information from this interview has been incorporated into this report.
6.8 Reason for Performing Phase 1 ESA
The Phase 1 ESA is being performed as part of the due diligence prior to the purchase of the property.
6.9 Other
None.
7.0 Geology and Hydrology
7.1 The regional area of the site has a general, gentle southwesterly slope with the majority of surface elevations matching adjacent roads and properties (See Physical Setting Map, Plate 4).
7.1.1 Geologic Setting - The project site rests on a considerable thickness of granitic alluvium, identified as "Recent Alluvial Fan Deposits" on geologic maps within the San Joaquin Valley. The site area is not located within the California Earthquake Fault Zone. Near surface soils within the zone of influence of future developments consist of interbedded sand, silt, and clay layers overlying bedrock, which is located several thousand feet below the surface. These sediments were derived in the Sierra Nevada Mountains to the east and deposited by local drainages.
7.1.2 Surface Lithology - Earth materials expected to be present at this site would likely consist a fine sandy loam and stratified sandy loam to loam conisting of Silts and Clays from 0 to 72 inches based on the Soil Layer Information in pages A-6 to A7 within Geocheck-Physical Setting Source Summary in the EDR. These soils are classified as CL and ML, respectively, in the Unified Soils Classification System.
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 10
7.2 Hydrology
7.2.1 Depth To Water – According to data prepared by the Department of Water Resources and presented on the SGMA Data Viewer, depth to water is approximately 155’ in the Spring of 2023. See Plate 7 for a Depth to Water Map.
7.2.2 Groundwater Quality - Groundwater data from a public state well CA1610003_036_036 located adjacent to the site to the west, indicates total dissolved solids of 350 ppm in 12/14/2021.
7.2.3 Plate 4 "Physical Setting Source Map," - depicts general site topography including elevation contour lines.
7.2.4 Water Wells – There were no water wells on-site. One water well was indicated within 1/8 mile of the property on the DWR water library and in the EDR GeoCheck.
7.2.5 The California Regional Water Quality Control Board - Leaking Underground Storage Tank (LUST) records were reviewed. A list of agencies with LUST information is given on pages GR1 to GR6. The California Regional Water Quality Control Board and the Kings County Environmental Health Services maintain databases of underground storage tanks and leaking underground storage tanks in the Kings County area, including the subject site. Independent database searches were performed by Environmental Data Resources Inc (EDR) and by SEI through the State GeoTracker website.
7.2.6 Wetlands – No wetlands appear to be present within ¼-mile of the site according to the Overview Map on Plate 5 and the National Wetlands Inventory Map.
8.0 Oil and Gas Well Locations were reviewed on CalGEM Online Mapping System. No oil wells are shown on the subject property. No Oil/Gas wells are present within 1-mile of the site. See attached Plate 8 for more detail.
9.0 Surrounding Properties - Plate 5, "Overview Map" shows the locations of sites that were listed on one of the Databases searched (See Section 5.2 for more detail).
9.1 Data Base Search – There were five (5) sites (some listed more than once) were mapped within a one-mile radius of the site as potential environmental threats (see Overview Map, Plate 5). For more details see Plate 6, Detail Map and pages 9 to 10 in Appendix A.
9.2 Orphan Summary List – The database search indicated 14 addresses that were insufficient to plot on the site Overview Map. A list is provided on the "Orphan Summary Sheet," on page 20 in Appendix A.
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 11
9.3 Historical Use Information on Adjoining Properties
At this point in time, the adjoining properties to the subject site the Berkshire Crossing Apartments to the north, a drainage sump/Grangeville Tank Site to the west, Grangeville Blvd/residential/SoCal Gas Pipeline to the south, and Centennial Drive and residential to the east. None of these adjoining sites currently appear to have significant environmental issues of potential concern to the subject site.
10.0 Interviews - The following interviews were conducted during this Phase 1 ESA.
10.1 Interview with Owner
A User Questionnaire and an interview via an Environmental Questionnaire and Disclosure Statement with Rupinder Nahal, who is a Owner of the site and President of Nahal Farms, was conducted by SEI. The information from this interview has been incorporated into this report.
10.2 Interview with Site Manager
None.
10.3 Interview with Occupants
No occupants were interviewed.
10.4 Interviews with Local Government Officials
SEI conducted phone or e-mail interviews with the Kings County Environmental Health Services, and the City of Hanford Community Development – Building Division, concerning the sites historical activities and adjoining properties.
10.5 Interviews with Others
No other interviews were conducted for this site.
11.0 Findings
The following was identified at the site during this investigation:
The review of Kings County Environmental Health Services and the State GeoTracker records along with the EDR Database Search indicate that no off-site properties within a one-mile radius of the site boundaries are of environmental concern and are not currently a threat to the subject property. Agricultural activities occurred at this site from at least 1934 to at least 1994. No indications of mixing areas, or storage areas were observed in the historical aerial photos available for review. Based on this information the former agricultural use on this site is considered a de-minimis condition and not a REC.
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 12
No Recognized Environmental Conditions (RECs), Historical RECs, nor Controlled RECs were identified at this site.
12.0 Opinion
The following is SEI’s opinion as to the known or suspected recognized environmental conditions identified at the site.
No further environmental assessment is recommended.
13.0 Conclusions & Deviations
13.1.1 Conclusions - SEI has performed a Phase 1 Environmental Site Assessment, in conformance with the scope and limitations of ASTM Practice E 1527-21, for the Property located Northwest of Grangeville Boulevard and Centennial Drive, Hanford, CA with APN: 009-030-142. Any exceptions to or deletions from this practice are described in section 13.2 of this report. This assessment has revealed no recognized environmental condition (REC), no Historical RECs, and no Controlled REC in connection with this property.
13.2 Deviations – The following deletions or additions to the ASTM E 1527-21 standard practice were conducted during this investigation:
Deletions
- None
13.3 Additional Services
- Reporting of average radon concentrations in the general area of the site. - Evaluating the possibility of asbestos containing materials (ACMs). - Evaluating the presence of Emerging Contaminants.
13.2.1 Data Gaps - SEI is of the opinion that no significant data gaps were uncovered that might impact the integrity of this report.
14.0 Attachments
14.1 Location Map - Plate 1, shows the location of the site with relationship to roads and land features.
14.2 Plot Plan Map - Plate 2, shows the location and lot configuration of the property.
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 13
14.3 Photo Map - Plate 3, shows the location and direction of photos taken at the site. See attached pictures.
14.4 Physical Setting Source Map - Plate 4, shows the property location referenced to major city streets and physical features.
14.5 Overview Map - Plate 5, the property location referenced to neighboring streets and potentially environmental sensitive sites up to 1 mile away is attached.
14.6 Detail Map - Plate 6, the property location referenced to neighboring streets and potentia potentially environmental sensitive sites within 1/4 mile is attached.
14.7 Depth to Water Map – Plate 7, the property location referenced to the approximate dept depth to groundwater.
14.8 CalGEM – Plate 8, the property shown in reference to nearby oil and gas wells as shown on CalGEM Mapping System. Plate 8 shows the approximate location of the closest oil wells.
14.9 Appendix A - Contains the EDR Summary Radius Map Report - TM, Inquiry No.:
7480082.2s, dated October 25, 2023; the Certified Sanborn Map Report; the Historical Topographic Maps; the EDR-City Directory Abstract and a Vapor Encroachment Screen.
14.10 Appendix B - Contains a copy of the Assessors Map. Environmental Questionnaire and Disclosure Statements and User Questionnaire are also included. AFX Environmental Lien & AUL Search Report Order#:79-326191-47
14.11 Appendix C - Aerial Photographs contains copies of available aerial photographs (1934 to 2023).
14.12 Appendix D - Quality Assurance/Quality Control
14.12.1 A site inspection check list has been completed as a part of the site reconnaissance survey and is attached on QA/QC Form D-1.
14.12.2 Form QA/QC - D-2 provides a checklist of summary of historical research items included in the scope of the investigation.
14.12.3 A list of aerial photographs reviewed are given on QA/QC Form D-3
14.12.4 Areas excluded from review because of inaccessibility or for other causes, not included in the site reconnaissance are listed on QA/QC - D-4.
Phase 1 Environmental Site Assessment File No. 23-19311 Property Located NW of Grangeville Boulevard and Centennial Drive November 2023 Hanford, CA Page 14
15.0 Statement of Qualifications
15.1 This preliminary site assessment was prepared by Mr. Robert J. Becker, a California Professional Geologist (PG-5076), and a Certified Engineering Geologist (EG 2238).
Mr. Becker has a Bachelor of Science degree from Oregon State University with a major in geology. Mr. Becker is also registered in the State of Oregon (PG).
Mr. Becker has performed numerous preliminary environmental assessments and site characterizations, and risk assessments for known contamination on raw land, on existing residential, commercial, and industrial properties for public and private sector clientele.
Mr. Becker's experience includes; installation of monitoring wells, vapor extraction system installations and operation, bioremediation of contaminated soil, groundwater treatment system installations and operation, preliminary endangerment assessments of proposed school sites and risk assessments.
16.0 References
• Environmental Data Resources (EDR): The EDR Summary Radius Map Report; EDR Historical Topographic Maps, Certified Sanborn Map Report, City Directory Abstract and Vapor Encroachment Screening.
• California Geologic Energy Management (CalGEM) Division, Online Well Finder. • Kings County Environmental Health Services
• California Division of Mines and Geology – 2010 Geologic Map of California and Geologic Map of California-Fresno Sheet.
• City of Hanford Community Development - Building
• Kings County Assessor - https://common1.mptsweb.com/mbap/kings/asr • Aerial Photographs –Google Earth & EDR.
• GeoTracker: https://geotracker.waterboards.ca.gov/
• Wetlands Mapper: http://www.fws.gov/wetlands/Data/Mapper.html • Department of Water Resources, SGMA Data Viewer Groundwater Map, Spring 2023
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
Location Map 1
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
O l e r vi dal D i e
Grangerville Blvd.
en enn l r. C t ia D
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
Plot Plan 2
SOILS ENGINEERING, INC.
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
SITE
Seatrain
Residential
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
N
Grangerville Blvd.
Centenn al Dr.i
Berkshire Crossing
Apartments
Drainage
Sump
Vacant Tilled Land with
Sparse Vegetation
Grangeville Tank
Site
So Ca Gasl S u l o i a P e n o thern Ca if rn a G s ip li e Pip line Ma er e rk Grangville Boulevard
Resid ntiale
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
PHOTO MAP 3
SOILS ENGINEERING, INC.
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
SITE
Photo # & Direction
SITE
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
N
Grangerville Blvd.
Drainage
Sump
Centenn al Dr.i
Berkshire Crossing
Apartments
Grangeville Tank
Site
Picture 1. Looking east from the SWC of the site.
Picture 2. Looking northeast from the SWC of the site.
Picture 3. Looking north from the SWC of the site.
Picture 4. Looking at a S. California Gas Pipeline Marker adjacent to the southern border.
Filburn
Temp. Drainage Sump
Dirt Piles
n l
Cotton Tejo Industria Dr.
IDLE FIELD
Lube Drums
Old Tank Office
KCL A Tank Battery
Crude Oil Waste Water Idle Idle
Separators
Elect
Connection
Picture 5. Looking southeast from the NWC of the site.
Picture 6. Looking east from the NWC of the site.
Dirt Piles
Filters
Solvent &
Lubricants
Steam
Cleaner
Sump
Oil Stain
Transmission
Staining
Berm
I-5 Building 5
V-15
Vent Dirt Road
Idle Field
So. al G s ine C a L
Idle Field
Carrot Field
ET
Trash
Picture 7. Looking west from the NEC of the site.
Picture 8. Looking south from the NEC of the site.
Poplar
Pistashio
Orchard
Pacific Pipeline
Fiber Optic Vault
Qwest
Generator
Asphalt & Concrete Piles
Car Dirt Piles
Building 5
Dirt Road
Diesel Tank Generator
Water Well
Diesel Staining
Oil Staining
Carrot Field
Irrigation Piping
Potatoes Idle Field
Grease Traps
Picture 9. Looking north from the SEC of the site.
Picture 10. Looking west from the SEC of the site.
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
Physical Settings Source Map
N
SOILS ENGINEERING, INC.
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
OVERVIEW MAP
N
SOILS ENGINEERING, INC.
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
DETAIL MAP
N
SOILS ENGINEERING, INC.
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
Depth To Water Map 7
N
SOILS ENGINEERING, INC.
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
SOILS ENGINEERING, INC.
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
CalGEM OIL WELL MAP 8
N
SOILS ENGINEERING, INC.
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Appendix A
EDR Summary Radius Map Report, EDR Historical
Topographic Map Report, Certified Sanborn Map Report,
EDR City Directory Search Abstract, and EDR Vapor
Encroachment Screening Report
FORM-NULL-PVC
tropeR paM suidaR yrammuS RDE
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Hanford Site
NW of Grangeville & Centennial
Hanford, CA 93230
Inquiry Number: 7480082.2s
October 25, 2023
TABLE OF CONTENTS
SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 9
Orphan Summary 20
Government Records Searched/Data Currency Tracking GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum A-1
Physical Setting Source Summary A-2
Physical Setting SSURGO Soil Map A-5
Physical Setting Source Map A-8
Physical Setting Source Map Findings A-10
Physical Setting Source Records Searched PSGR-1
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an "AS IS", "AS AVAILABLE" basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES,
AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY KIND OR NATURE, EXPRESS OR IMPLIED,
ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT,
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RESOURCES, LLC OR ITS SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT,
INCIDENTAL, INDIRECT, SPECIAL, CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA) INFORMATION PROVIDED IN THIS REPORT. Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property.
Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
Copyright 2023 by Environmental Data Resources, LLC. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, LLC, or its affiliates, is prohibited without prior written permission.
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TC7480082.2s Page 1
EXECUTIVE SUMMARY
TC7480082.2s EXECUTIVE SUMMARY 1
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E1527 - 21), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E2247 - 16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E1528 - 22) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
NW OF GRANGEVILLE & CENTENNIAL
HANFORD, CA 93230
COORDINATES
Latitude (North): 36.3435380 - 36˚ 20’ 36.73’’
Longitude (West): 119.6827150 - 119˚ 40’ 57.77’’
Universal Tranverse Mercator: Zone 11
UTM X (Meters): 259234.1
UTM Y (Meters): 4025193.2
Elevation: 249 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property: TP
Source: U.S. Geological Survey
AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20200705
Source: USDA
7480082.2s Page 2
5 CANADY 13TH AVENUE S 9431 13TH AVENUE ENVIROSTOR, VCP Lower 2808, 0.532, SW 4 FRONTIER ELEMENTARY NE CORNER OF GRANGEV ENVIROSTOR, SCH Lower 1778, 0.337, West A3 JOSH ROGERS 12700 GRANGEVILLE BL RCRA NonGen / NLR Higher 457, 0.087, WSW A2 JOSH ROGERS 12700 GRANGEVILLE BL RCRA NonGen / NLR Higher 457, 0.087, WSW 1 FAITH FARMS-SITE #2 12494 GRANGEVILLE CUPA Listings Lower 106, 0.020, SE
MAPPED SITES SUMMARY
Target Property Address:
NW OF GRANGEVILLE & CENTENNIAL
HANFORD, CA 93230
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS
EXECUTIVE SUMMARY
TC7480082.2s EXECUTIVE SUMMARY 3
TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.
SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed.
Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
STANDARD ENVIRONMENTAL RECORDS
Lists of state- and tribal hazardous waste facilities
ENVIROSTOR: A review of the ENVIROSTOR list, as provided by EDR, and dated 07/24/2023 has revealed that there are 2 ENVIROSTOR sites within approximately 1 mile of the target property.
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ FRONTIER ELEMENTARY NE CORNER OF GRANGEV W 1/4 - 1/2 (0.337 mi.) 4 9 Facility Id: 60000380
Status: No Further Action
CANADY 13TH AVENUE S 9431 13TH AVENUE SW 1/2 - 1 (0.532 mi.) 5 9 Facility Id: 16010001
Status: No Further Action
ADDITIONAL ENVIRONMENTAL RECORDS
Other Ascertainable Records
RCRA NonGen / NLR: A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 07/24/2023 has revealed that there are 2 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ JOSH ROGERS 12700 GRANGEVILLE BL WSW 0 - 1/8 (0.087 mi.) A2 9 EPA ID:: CAC003001073
JOSH ROGERS 12700 GRANGEVILLE BL WSW 0 - 1/8 (0.087 mi.) A3 9
EXECUTIVE SUMMARY
TC7480082.2s EXECUTIVE SUMMARY 4
EPA ID:: CAC002997706
CUPA Listings: A review of the CUPA Listings list, as provided by EDR, has revealed that there is 1 CUPA Listings site within approximately 0.25 miles of the target property.
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ FAITH FARMS-SITE #2 12494 GRANGEVILLE SE 0 - 1/8 (0.020 mi.) 1 9 Database: CUPA KINGS, Date of Government Version: 12/03/2020 Status: I
Facility Id: FA0000342
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) Count: 14 records.
HANFORD S108723595 11TH AVE, 1/4 MI N OF ELDER RD 93230 CDLHANFORD S107534515 4TH AVE, NORTH OF FLINT AVE CDLHANFORD S121674847 SOFTBALL COMPLEX HANFORD LEARNING CENTENNIAL DR & GREENFIELD AVE 93230 CIWQSHANFORD S121642893 HANFORD AUTO MALL NW CORNER OF 12TH & HWY 198 93230 CIWQSHANFORD S121628952 CHILIS RESTAURANT HANFORD CALIFORN SW CORNER OF 12TH AVE AND MALL 93230 CIWQSHANFORD S121642895 HANFORD BUSINESS PARK SE CORNER OF BAILEY & MALL DR 93230 CIWQSHANFORD S130242991 HANFORD HS NEIGHBOR BOWL 120 GRANGEVILLE BLVD 93230 CIWQSHANFORD S107538902 IDAHO AVE, +/- MI E OF 4TH AVE 93230 CDLHANFORD S107539484 NAPLE ST, 1/2 N MI OF EXCELSIO 93230 CDLHANFORD S121642902 HANFORD SAFETY CENTER NEC OF 13TH AVE & LACEY BLVD 93230 CIWQSHANFORD S107539973 ON NO GRANGEVILLE RD, 1 MI E O 93230 CDLHANFORD S121653967 MARKETPLACE HANFORD NWC 12TH AVE & CENTENNIAL AVE 93230 CIWQSKINGS COUNTY S107539476 N SIDE OF DOVER AVE/E OF HWY 4 CDLTRAVER S107534514 4TH AVE (NORTH OF DENVER) 93230 CDL TC7480082.2s Page 20
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EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. Page 764 of 1322 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
STANDARD ENVIRONMENTAL RECORDS
Lists of Federal NPL (Superfund) sites
NPL 1.000 0 0 0 0 NR 0
Proposed NPL 1.000 0 0 0 0 NR 0
NPL LIENS 1.000 0 0 0 0 NR 0
Lists of Federal Delisted NPL sites
Delisted NPL 1.000 0 0 0 0 NR 0
Lists of Federal sites subject to
CERCLA removals and CERCLA orders
FEDERAL FACILITY 0.500 0 0 0 NR NR 0
SEMS 0.500 0 0 0 NR NR 0
Lists of Federal CERCLA sites with NFRAP
SEMS-ARCHIVE 0.500 0 0 0 NR NR 0
Lists of Federal RCRA facilities
undergoing Corrective Action
CORRACTS 1.000 0 0 0 0 NR 0
Lists of Federal RCRA TSD facilities
RCRA-TSDF 0.500 0 0 0 NR NR 0
Lists of Federal RCRA generators
RCRA-LQG 0.250 0 0 NR NR NR 0
RCRA-SQG 0.250 0 0 NR NR NR 0
RCRA-VSQG 0.250 0 0 NR NR NR 0
Federal institutional controls /
engineering controls registries
LUCIS 0.500 0 0 0 NR NR 0
US ENG CONTROLS 0.500 0 0 0 NR NR 0
US INST CONTROLS 0.500 0 0 0 NR NR 0
Federal ERNS list
ERNS 0.001 0 NR NR NR NR 0
Lists of state- and tribal
(Superfund) equivalent sites
RESPONSE 1.000 0 0 0 0 NR 0
Lists of state- and tribal
hazardous waste facilities
ENVIROSTOR 1.000 0 0 1 1 NR 2
Lists of state and tribal landfills
and solid waste disposal facilities
SWF/LF 0.500 0 0 0 NR NR 0
TC7480082.2s Page 4
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted Lists of state and tribal leaking storage tanks
LUST 0.500 0 0 0 NR NR 0
INDIAN LUST 0.500 0 0 0 NR NR 0
CPS-SLIC 0.500 0 0 0 NR NR 0
Lists of state and tribal registered storage tanks
FEMA UST 0.250 0 0 NR NR NR 0
UST 0.250 0 0 NR NR NR 0
AST 0.250 0 0 NR NR NR 0
INDIAN UST 0.250 0 0 NR NR NR 0
Lists of state and tribal voluntary cleanup sites
INDIAN VCP 0.500 0 0 0 NR NR 0
VCP 0.500 0 0 0 NR NR 0
Lists of state and tribal brownfield sites
BROWNFIELDS 0.500 0 0 0 NR NR 0
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS 0.500 0 0 0 NR NR 0
Local Lists of Landfill / Solid
Waste Disposal Sites
WMUDS/SWAT 0.500 0 0 0 NR NR 0
SWRCY 0.500 0 0 0 NR NR 0
HAULERS 0.001 0 NR NR NR NR 0
INDIAN ODI 0.500 0 0 0 NR NR 0
ODI 0.500 0 0 0 NR NR 0
DEBRIS REGION 9 0.500 0 0 0 NR NR 0
IHS OPEN DUMPS 0.500 0 0 0 NR NR 0
Local Lists of Hazardous waste /
Contaminated Sites
US HIST CDL 0.001 0 NR NR NR NR 0
HIST Cal-Sites 1.000 0 0 0 0 NR 0
SCH 0.250 0 0 NR NR NR 0
CDL 0.001 0 NR NR NR NR 0
Toxic Pits 1.000 0 0 0 0 NR 0
CERS HAZ WASTE 0.250 0 0 NR NR NR 0
US CDL 0.001 0 NR NR NR NR 0
Local Lists of Registered Storage Tanks
SWEEPS UST 0.250 0 0 NR NR NR 0
HIST UST 0.250 0 0 NR NR NR 0
CA FID UST 0.250 0 0 NR NR NR 0
CERS TANKS 0.250 0 0 NR NR NR 0
Local Land Records
LIENS 0.001 0 NR NR NR NR 0
TC7480082.2s Page 5
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted LIENS 2 0.001 0 NR NR NR NR 0
DEED 0.500 0 0 0 NR NR 0
Records of Emergency Release Reports
HMIRS 0.001 0 NR NR NR NR 0
CHMIRS 0.001 0 NR NR NR NR 0
LDS 0.001 0 NR NR NR NR 0
MCS 0.001 0 NR NR NR NR 0
SPILLS 90 0.001 0 NR NR NR NR 0
Other Ascertainable Records
RCRA NonGen / NLR 0.250 2 0 NR NR NR 2
FUDS 1.000 0 0 0 0 NR 0
DOD 1.000 0 0 0 0 NR 0
SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0
US FIN ASSUR 0.001 0 NR NR NR NR 0
EPA WATCH LIST 0.001 0 NR NR NR NR 0
2020 COR ACTION 0.250 0 0 NR NR NR 0
TSCA 0.001 0 NR NR NR NR 0
TRIS 0.001 0 NR NR NR NR 0
SSTS 0.001 0 NR NR NR NR 0
ROD 1.000 0 0 0 0 NR 0
RMP 0.001 0 NR NR NR NR 0
RAATS 0.001 0 NR NR NR NR 0
PRP 0.001 0 NR NR NR NR 0
PADS 0.001 0 NR NR NR NR 0
ICIS 0.001 0 NR NR NR NR 0
FTTS 0.001 0 NR NR NR NR 0
MLTS 0.001 0 NR NR NR NR 0
COAL ASH DOE 0.001 0 NR NR NR NR 0
COAL ASH EPA 0.500 0 0 0 NR NR 0
PCB TRANSFORMER 0.001 0 NR NR NR NR 0
RADINFO 0.001 0 NR NR NR NR 0
HIST FTTS 0.001 0 NR NR NR NR 0
DOT OPS 0.001 0 NR NR NR NR 0
CONSENT 1.000 0 0 0 0 NR 0
INDIAN RESERV 1.000 0 0 0 0 NR 0
FUSRAP 1.000 0 0 0 0 NR 0
UMTRA 0.500 0 0 0 NR NR 0
LEAD SMELTERS 0.001 0 NR NR NR NR 0
US AIRS 0.001 0 NR NR NR NR 0
US MINES 0.250 0 0 NR NR NR 0
MINES MRDS 0.250 0 0 NR NR NR 0
ABANDONED MINES 0.250 0 0 NR NR NR 0
FINDS 0.001 0 NR NR NR NR 0
DOCKET HWC 0.001 0 NR NR NR NR 0
ECHO 0.001 0 NR NR NR NR 0
UXO 1.000 0 0 0 0 NR 0
FUELS PROGRAM 0.250 0 0 NR NR NR 0
PFAS NPL 0.250 0 0 NR NR NR 0
PFAS FEDERAL SITES 0.250 0 0 NR NR NR 0
TC7480082.2s Page 6
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted PFAS TRIS 0.250 0 0 NR NR NR 0
PFAS TSCA 0.250 0 0 NR NR NR 0
PFAS RCRA MANIFEST 0.250 0 0 NR NR NR 0
PFAS ATSDR 0.250 0 0 NR NR NR 0
PFAS WQP 0.250 0 0 NR NR NR 0
PFAS NPDES 0.250 0 0 NR NR NR 0
PFAS ECHO 0.250 0 0 NR NR NR 0
PFAS ECHO FIRE TRAINING 0.250 0 0 NR NR NR 0
PFAS PART 139 AIRPORT 0.250 0 0 NR NR NR 0
AQUEOUS FOAM NRC 0.250 0 0 NR NR NR 0
BIOSOLIDS 0.001 0 NR NR NR NR 0
PFAS 0.250 0 0 NR NR NR 0
AQUEOUS FOAM 0.250 0 0 NR NR NR 0
CA BOND EXP. PLAN 1.000 0 0 0 0 NR 0
CHROME PLATING 0.500 0 0 0 NR NR 0
Cortese 0.500 0 0 0 NR NR 0
CUPA Listings 0.250 1 0 NR NR NR 1
DRYCLEANERS 0.250 0 0 NR NR NR 0
EMI 0.001 0 NR NR NR NR 0
ENF 0.001 0 NR NR NR NR 0
Financial Assurance 0.001 0 NR NR NR NR 0
ICE 0.001 0 NR NR NR NR 0
HIST CORTESE 0.500 0 0 0 NR NR 0
HWP 1.000 0 0 0 0 NR 0
HWT 0.250 0 0 NR NR NR 0
HWTS 0.001 0 NR NR NR NR 0
HAZNET 0.001 0 NR NR NR NR 0
MINES 0.250 0 0 NR NR NR 0
MWMP 0.250 0 0 NR NR NR 0
NPDES 0.001 0 NR NR NR NR 0
PEST LIC 0.001 0 NR NR NR NR 0
PROC 0.500 0 0 0 NR NR 0
Notify 65 1.000 0 0 0 0 NR 0
HAZMAT 0.250 0 0 NR NR NR 0
UIC 0.001 0 NR NR NR NR 0
UIC GEO 0.001 0 NR NR NR NR 0
WASTEWATER PITS 0.500 0 0 0 NR NR 0
WDS 0.001 0 NR NR NR NR 0
WIP 0.250 0 0 NR NR NR 0
MILITARY PRIV SITES 0.001 0 NR NR NR NR 0
PROJECT 0.001 0 NR NR NR NR 0
WDR 0.001 0 NR NR NR NR 0
CIWQS 0.001 0 NR NR NR NR 0
CERS 0.001 0 NR NR NR NR 0
NON-CASE INFO 0.001 0 NR NR NR NR 0
OTHER OIL GAS 0.001 0 NR NR NR NR 0
PROD WATER PONDS 0.001 0 NR NR NR NR 0
SAMPLING POINT 0.001 0 NR NR NR NR 0
WELL STIM PROJ 0.001 0 NR NR NR NR 0
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP 1.000 0 0 0 0 NR 0
TC7480082.2s Page 7
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted EDR Hist Auto 0.125 0 NR NR NR NR 0
EDR Hist Cleaner 0.125 0 NR NR NR NR 0
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF 0.001 0 NR NR NR NR 0
RGA LUST 0.001 0 NR NR NR NR 0
- Totals -- 0 3 0 1 1 0 5
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC7480082.2s Page 8
TC7480082.2s Page 9
5 CANADY 13TH AVENUE SITE ENVIROSTOR S102008344
SW 9431 13TH AVENUE VCP N/A
1/2-1 HANFORD, CA 93230
Relative:
Lower
Click here for full text details
0.532 mi.
2808 ft.
ENVIROSTOR
Facility Id 16010001
4 FRONTIER ELEMENTARY SCHOOL ENVIROSTOR S108054430
West NE CORNER OF GRANGEVILLE AND 13TH N/A SCH
1/4-1/2 HANFORD, CA 93230
Relative:
Lower
Click here for full text details
0.337 mi.
1778 ft.
ENVIROSTOR
Facility Id 60000380
Status No Further Action
SCH
Facility Id 60000380
Status No Further Action
A3 JOSH ROGERS RCRA NonGen / NLR 1024777762
WSW 12700 GRANGEVILLE BLVD CAC002997706
< 1/8 HANFORD, CA 93230
Relative:
Higher
Click here for full text details
0.087 mi.
457 ft.
RCRA NonGen / NLR
EPA Id CAC002997706
A2 JOSH ROGERS RCRA NonGen / NLR 1024781106
WSW 12700 GRANGEVILLE BLVD CAC003001073
< 1/8 HANFORD, CA 93230
Relative:
Higher
Click here for full text details
0.087 mi.
457 ft.
RCRA NonGen / NLR
EPA Id CAC003001073
1 FAITH FARMS-SITE #2 CUPA Listings S118585402
SE 12494 GRANGEVILLE N/A
< 1/8 HANFORD, CA 93230
Relative:
Lower
Click here for full text details
0.020 mi.
106 ft.
CUPA Listings
Facility Id FA0000342
Status I
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7480082.2s Page 10
CANADY 13TH AVENUE SITE (Continued) S102008344
Status No Further Action
VCP
Facility Id 16010001
Status No Further Action
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
CA AQUEOUS FOAM Former Fire Training Facility Assessments Listing State Water Resources Control Board 06/02/2023 06/02/2023 08/23/2023CA AST Aboveground Petroleum Storage Tank Facilities California Environmental Protection Agency 07/06/2016 07/12/2016 09/19/2016CA BROWNFIELDS Considered Brownfieds Sites Listing State Water Resources Control Board 06/14/2023 06/14/2023 09/06/2023CA CA BOND EXP. PLAN Bond Expenditure Plan Department of Health Services 01/01/1989 07/27/1994 08/02/1994CA CA FID UST Facility Inventory Database California Environmental Protection Agency 10/31/1994 09/05/1995 09/29/1995CA CDL Clandestine Drug Labs Department of Toxic Substances Control 12/31/2020 11/30/2022 02/09/2023CA CERS CalEPA Regulated Site Portal Data California Environmental Protection Agency 07/17/2023 07/18/2023 10/06/2023CA CERS HAZ WASTE California Environmental Reporting System Hazardous Waste CalEPA 07/17/2023 07/18/2023 10/06/2023CA CERS TANKS California Environmental Reporting System (CERS) Tanks California Environmental Protection Agency 07/17/2023 07/18/2023 10/06/2023CA CHMIRS California Hazardous Material Incident Report System Office of Emergency Services 06/01/2023 07/18/2023 10/05/2023CA CHROME PLATING Chrome Plating Facilities Listing State Water Resources Control Board 06/08/2023 06/08/2023 09/26/2023CA CIWQS California Integrated Water Quality System State Water Resources Control Board 05/25/2023 05/25/2023 08/14/2023CA CORTESE "Cortese" Hazardous Waste & Substances Sites List CAL EPA/Office of Emergency Information 06/14/2023 06/14/2023 09/06/2023CA CPS-SLIC Statewide SLIC Cases (GEOTRACKER) State Water Resources Control Board 06/05/2023 06/05/2023 08/28/2023CA CUPA LIVERMORE-PLEASANTON CUPA Facility Listing Livermore-Pleasanton Fire Department 03/31/2023 05/08/2023 07/31/2023CA DEED Deed Restriction Listing DTSC and SWRCB 05/25/2023 05/25/2023 08/14/2023CA DRYCLEAN AMADOR Amador Air District Drycleaner Facility Listing Amador Air Quality Management District 04/26/2023 04/27/2023 07/13/2023CA DRYCLEAN AVAQMD Antelope Valley Air Quality Management District Drycleaner L Antelope Valley Air Quality Management Distri 05/22/2023 05/24/2023 08/14/2023CA DRYCLEAN BAY AREA DIST Bay Area Air Quality Management District Drycleaner Facility Bay Area Air Quality Management District 02/20/2019 05/30/2019 05/01/2023CA DRYCLEAN BUTTE CO DIST Butte County Air Quality Management DistrictDrycleaner Facil Butte County Air Quality Management District 12/31/2018 04/23/2019 05/01/2023CA DRYCLEAN CALAVERAS CO DIST Calaveras County Environmental Management Agency Drycleaner Calaveras County Environmental Management Age 06/17/2019 06/19/2019 05/01/2023CA DRYCLEAN EAST KERN DIST Eastern Kern Air Pollution Control District District Dryclea Eastern Kern Air Pollution Control District 01/12/2023 04/26/2023 07/14/2023CA DRYCLEAN FEATHER RIVER DISTFeather River Air Quality Management District Drycleaner Fac Feather River Air Quality Management District 03/08/2023 03/09/2023 06/05/2023CA DRYCLEAN GLENN CO DIST Glenn County Air Pollution Control District Drycleaner Facil Glenn County Air Pollution Control District 05/02/2023 05/03/2023 07/25/2023CA DRYCLEAN GRANT Grant Recipients List California Air Resources Board 12/31/2020 02/04/2021 05/01/2023CA DRYCLEAN IMPERIAL CO DIST Imperial County Air Pollution Control District Drycleaner Fa Imperial County Air Pollution Control Distric 04/25/2023 04/26/2023 07/14/2023CA DRYCLEAN LAKE CO DIST Lake County Air Quality Management District Drycleaner Facil Lake County Air Quality Management District 04/29/2019 05/07/2019 05/01/2023CA DRYCLEAN MENDO CO DIST Mendocino County Air Quality Management District Drycleaner Mendocino County Air Quality Management Distr 04/27/2023 04/28/2023 07/14/2023CA DRYCLEAN MOJAVE DESERT DISTMojave Desert Air Quality Management District Drycleaner Fac Mojave Desert Air Quality Management District 04/26/2023 04/27/2023 07/14/2023CA DRYCLEAN MONTEREY BAY DISTMonterey Bay Air Quality Management District Drycleaner Faci Monterey Bay Air Quality Management District 04/25/2023 04/26/2023 07/14/2023CA DRYCLEAN NO COAST UNIFIED DISTNorth Coast Unified Air Quality Management District Dryclean North Coast Unified Air Quality Management Di 11/30/2016 04/19/2019 05/01/2023CA DRYCLEAN NO SIERRA DIST Northern Sierra Air Quality Management District Drycleaner F Northern Sierra Air Quality Management Distri 05/07/2019 05/07/2019 05/01/2023CA DRYCLEAN NO SONOMA CO DISTNorther Sonoma County County Air Pollution Control District Santa Barbara County Air Pollution Control Di 04/17/2019 04/17/2019 05/01/2023CA DRYCLEAN PLACER CO DIST Placer County Air Quality Management District Drycleaner Fac Placer County Air Quality Management District 05/15/2023 05/17/2023 08/14/2023CA DRYCLEAN SACRAMENTO METO DISTSacramento Metropolitan Air Quality Management DistrictDrycl Sacramento Metropolitan Air Quality Managemen 04/25/2023 04/28/2023 07/19/2023CA DRYCLEAN SAN DIEGO CO DIST San Diego County Air Pollution Control District Drycleaner F San Diego County Air Pollution Control Distri 02/01/2019 05/01/2019 05/01/2023CA DRYCLEAN SAN JOAQ VAL DIST San Joaquin Valley Air Pollution Control District District D San Joaquin Valley Air Pollution Control Dist 05/24/2023 05/30/2023 08/21/2023CA DRYCLEAN SAN LUIS OB CO DISTSan Luis Obispo County Air Pollution Control District Drycle San Luis Obispo County Air Pollution Control 07/26/2023 07/27/2023 10/13/2023CA DRYCLEAN SANTA BARB CO DISTSanta Barbara County Air Pollution Control District Dryclean Santa Barbara County Air Pollution Control Di 02/19/2019 04/17/2019 05/01/2023CA DRYCLEAN SHASTA CO DIST Shasta County Air Quality Management District District Drycl Shasta County Air Quality Management District 04/26/2023 04/27/2023 07/14/2023CA DRYCLEAN SOUTH COAST South Coast Air Quality Management District Drycleaner Listi South Coast Air Quality Management District 05/17/2023 05/18/2023 08/09/2023CA DRYCLEAN TEHAMA CO DIST Tehama County Air Pollution Control District Drycleaner Faci Tehama County Air Pollution Control District 04/24/2019 04/24/2019 05/01/2023CA DRYCLEAN VENTURA CO DIST Drycleaner Facility Listing Ventura County Air Pollution Control District 04/16/2019 04/17/2019 05/01/2023CA DRYCLEAN YOLO-SOLANO DIST Yolo-Solano Air Quality Management District Drycleaner Facil Yolo-Solano Air Quality Management District 04/25/2023 04/27/2023 07/14/2023CA DRYCLEANERS Cleaner Facilities Department of Toxic Substance Control 08/27/2021 09/01/2021 11/19/2021CA EMI Emissions Inventory Data California Air Resources Board 12/31/2021 06/09/2023 08/30/2023CA ENF Enforcement Action Listing State Water Resoruces Control Board 07/17/2023 07/18/2023 10/05/2023 TC7480082.2s Page GR-1
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date
CA ENVIROSTOR EnviroStor Database Department of Toxic Substances Control 07/24/2023 07/25/2023 10/11/2023 CA Financial Assurance 1 Financial Assurance Information Listing Department of Toxic Substances Control 09/13/2023 09/14/2023 09/21/2023CA Financial Assurance 2 Financial Assurance Information Listing California Integrated Waste Management Board 05/04/2023 05/25/2023 08/16/2023CA HAULERS Registered Waste Tire Haulers Listing Integrated Waste Management Board 11/16/2022 11/22/2022 02/13/2023CA HAZNET Facility and Manifest Data California Environmental Protection Agency 12/31/2021 07/05/2022 09/19/2022CA HIST CAL-SITES Calsites Database Department of Toxic Substance Control 08/08/2005 08/03/2006 08/24/2006CA HIST CORTESE Hazardous Waste & Substance Site List Department of Toxic Substances Control 04/01/2001 01/22/2009 04/08/2009CA HIST UST Hazardous Substance Storage Container Database State Water Resources Control Board 10/15/1990 01/25/1991 02/12/1991CA HWP EnviroStor Permitted Facilities Listing Department of Toxic Substances Control 05/15/2023 05/16/2023 08/09/2023CA HWT Registered Hazardous Waste Transporter Database Department of Toxic Substances Control 06/29/2023 06/29/2023 09/19/2023CA HWTS Hazardous Waste Tracking System Department of Toxic Substances Control 04/13/2023 04/18/2023 07/10/2023CA ICE Inspection, Compliance and Enforcement Department of Toxic Subsances Control 05/15/2023 05/16/2023 08/09/2023CA LDS Land Disposal Sites Listing (GEOTRACKER) State Water Qualilty Control Board 06/05/2023 06/05/2023 08/25/2023CA LIENS Environmental Liens Listing Department of Toxic Substances Control 06/06/2023 06/07/2023 08/25/2023CA LUST Leaking Underground Fuel Tank Report (GEOTRACKER) State Water Resources Control Board 06/05/2023 06/05/2023 08/28/2023CA LUST REG 1 Active Toxic Site Investigation California Regional Water Quality Control Boa 02/01/2001 02/28/2001 03/29/2001CA LUST REG 2 Fuel Leak List California Regional Water Quality Control Boa 09/30/2004 10/20/2004 11/19/2004CA LUST REG 3 Leaking Underground Storage Tank Database California Regional Water Quality Control Boa 05/19/2003 05/19/2003 06/02/2003CA LUST REG 4 Underground Storage Tank Leak List California Regional Water Quality Control Boa 09/07/2004 09/07/2004 10/12/2004CA LUST REG 5 Leaking Underground Storage Tank Database California Regional Water Quality Control Boa 07/01/2008 07/22/2008 07/31/2008CA LUST REG 6L Leaking Underground Storage Tank Case Listing California Regional Water Quality Control Boa 09/09/2003 09/10/2003 10/07/2003CA LUST REG 6V Leaking Underground Storage Tank Case Listing California Regional Water Quality Control Boa 06/07/2005 06/07/2005 06/29/2005CA LUST REG 7 Leaking Underground Storage Tank Case Listing California Regional Water Quality Control Boa 02/26/2004 02/26/2004 03/24/2004CA LUST REG 8 Leaking Underground Storage Tanks California Regional Water Quality Control Boa 02/14/2005 02/15/2005 03/28/2005CA LUST REG 9 Leaking Underground Storage Tank Report California Regional Water Quality Control Boa 03/01/2001 04/23/2001 05/21/2001CA MCS Military Cleanup Sites Listing (GEOTRACKER) State Water Resources Control Board 06/05/2023 06/05/2023 08/25/2023CA MILITARY PRIV SITES Military Privatized Sites (GEOTRACKER) State Water Resources Control Board 06/05/2023 06/05/2023 08/28/2023CA MILITARY UST SITES Military UST Sites (GEOTRACKER) State Water Resources Control Board 06/05/2023 06/05/2023 08/28/2023CA MINES Mines Site Location Listing Department of Conservation 06/02/2023 06/02/2023 08/23/2023CA MWMP Medical Waste Management Program Listing Department of Public Health 05/08/2023 05/25/2023 08/16/2023CA NON-CASE INFO Non-Case Information Sites (GEOTRACKER) State Water Resources Control Board 06/05/2023 06/05/2023 08/28/2023CA NOTIFY 65 Proposition 65 Records State Water Resources Control Board 06/06/2023 06/07/2023 08/25/2023CA NPDES NPDES Permits Listing State Water Resources Control Board 05/08/2023 05/08/2023 07/31/2023CA OTHER OIL GAS Other Oil & Gas Projects Sites (GEOTRACKER) State Water Resources Control Board 06/05/2023 06/05/2023 08/28/2023CA PEST LIC Pesticide Regulation Licenses Listing Department of Pesticide Regulation 05/25/2023 05/25/2023 08/16/2023CA PFAS PFAS Contamination Site Location Listing State Water Resources Control Board 06/02/2023 06/02/2023 08/23/2023CA PROC Certified Processors Database Department of Conservation 06/02/2023 06/02/2023 08/23/2023CA PROD WATER PONDS Produced Water Ponds Sites (GEOTRACKER) State Water Resources Control Board 06/05/2023 06/05/2023 08/28/2023CA PROJECT Project Sites (GEOTRACKER) State Water Resources Control Board 06/05/2023 06/05/2023 08/28/2023CA RESPONSE State Response Sites Department of Toxic Substances Control 07/24/2023 07/25/2023 10/11/2023CA RGA LF Recovered Government Archive Solid Waste Facilities List Department of Resources Recycling and Recover 07/01/2013 01/13/2014CA RGA LUST Recovered Government Archive Leaking Underground Storage Tan State Water Resources Control Board 07/01/2013 12/30/2013CA SAMPLING POINT Sampling Point ? Public Sites (GEOTRACKER) State Water Resources Control Board 06/05/2023 06/05/2023 08/28/2023CA SAN FRANCISCO AST Aboveground Storage Tank Site Listing San Francisco County Department of Public Hea 04/28/2023 04/28/2023 07/14/2023CA SAN JOSE HAZMAT Hazardous Material Facilities City of San Jose Fire Department 11/03/2020 11/05/2020 01/26/2021CA SANTA CRUZ CO SITE MITI Site Mitigation Listing Santa Cruz Environmental Health Services 12/03/2018 06/23/2023 07/13/2023CA SCH School Property Evaluation Program Department of Toxic Substances Control 07/24/2023 07/25/2023 10/11/2023 TC7480082.2s Page GR-2
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date
CA SLIC REG 1 Active Toxic Site Investigations California Regional Water Quality Control Boa 04/03/2003 04/07/2003 04/25/2003 CA SLIC REG 2 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board San Fran 09/30/2004 10/20/2004 11/19/2004CA SLIC REG 3 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Regional Water Quality Control Boa 05/18/2006 05/18/2006 06/15/2006CA SLIC REG 4 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Region Water Quality Control Board Los Angele 11/17/2004 11/18/2004 01/04/2005CA SLIC REG 5 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board Central 04/01/2005 04/05/2005 04/21/2005CA SLIC REG 6L SLIC Sites California Regional Water Quality Control Boa 09/07/2004 09/07/2004 10/12/2004CA SLIC REG 6V Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board, Victorv 05/24/2005 05/25/2005 06/16/2005CA SLIC REG 7 SLIC List California Regional Quality Control Board, Co 11/24/2004 11/29/2004 01/04/2005CA SLIC REG 8 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Region Water Quality Control Board 04/03/2008 04/03/2008 04/14/2008CA SLIC REG 9 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Regional Water Quality Control Boa 09/10/2007 09/11/2007 09/28/2007CA SPILLS 90 SPILLS90 data from FirstSearch FirstSearch 06/06/2012 01/03/2013 02/22/2013CA SWEEPS UST SWEEPS UST Listing State Water Resources Control Board 06/01/1994 07/07/2005 08/11/2005CA SWF/LF (SWIS) Solid Waste Information System Department of Resources Recycling and Recover 05/08/2023 05/08/2023 07/31/2023CA SWRCY Recycler Database Department of Conservation 06/02/2023 06/02/2023 08/23/2023CA TOXIC PITS Toxic Pits Cleanup Act Sites State Water Resources Control Board 07/01/1995 08/30/1995 09/26/1995CA UIC UIC Listing Deaprtment of Conservation 06/02/2023 06/02/2023 08/23/2023CA UIC GEO Underground Injection Control Sites (GEOTRACKER) State Water Resource Control Board 06/05/2023 06/05/2023 08/28/2023CA UST Active UST Facilities SWRCB 06/05/2023 06/05/2023 08/28/2023CA UST CLOSURE Proposed Closure of Underground Storage Tank (UST) Cases State Water Resources Control Board 05/31/2023 06/02/2023 08/23/2023CA VCP Voluntary Cleanup Program Properties Department of Toxic Substances Control 07/24/2023 07/25/2023 10/11/2023CA WASTEWATER PITS Oil Wastewater Pits Listing RWQCB, Central Valley Region 02/11/2021 07/01/2021 09/29/2021CA WDR Waste Discharge Requirements Listing State Water Resources Control Board 06/02/2023 06/02/2023 08/23/2023CA WDS Waste Discharge System State Water Resources Control Board 06/19/2007 06/20/2007 06/29/2007CA WELL STIM PROJ Well Stimulation Project (GEOTRACKER) State Water Resources Control Board 06/05/2023 06/05/2023 08/28/2023CA WIP Well Investigation Program Case List Los Angeles Water Quality Control Board 07/03/2009 07/21/2009 08/03/2009CA WMUDS/SWAT Waste Management Unit Database State Water Resources Control Board 04/01/2000 04/10/2000 05/10/2000US 2020 COR ACTION 2020 Corrective Action Program List Environmental Protection Agency 09/30/2017 05/08/2018 07/20/2018US ABANDONED MINES Abandoned Mines Department of Interior 06/13/2023 06/14/2023 08/14/2023US AQUEOUS FOAM NRC Aqueous Foam Related Incidents Listing Environmental Protection Agency 07/05/2023 07/06/2023 09/25/2023US BIOSOLIDS ICIS-NPDES Biosolids Facility Data Environmental Protection Agency 07/16/2023 07/18/2023 08/28/2023US BRS Biennial Reporting System EPA/NTIS 12/31/2021 03/09/2023 03/20/2023US COAL ASH DOE Steam-Electric Plant Operation Data Department of Energy 12/31/2021 04/14/2023 07/10/2023US COAL ASH EPA Coal Combustion Residues Surface Impoundments List Environmental Protection Agency 01/12/2017 03/05/2019 11/11/2019US CONSENT Superfund (CERCLA) Consent Decrees Department of Justice, Consent Decree Library 06/30/2023 07/19/2023 10/10/2023US CORRACTS Corrective Action Report EPA 07/24/2023 07/31/2023 08/14/2023US DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations EPA, Region 9 01/12/2009 05/07/2009 09/21/2009US DOCKET HWC Hazardous Waste Compliance Docket Listing Environmental Protection Agency 05/06/2021 05/21/2021 08/11/2021US DOD Department of Defense Sites USGS 06/07/2021 07/13/2021 03/09/2022US DOT OPS Incident and Accident Data Department of Transporation, Office of Pipeli 01/02/2020 01/28/2020 04/17/2020US Delisted NPL National Priority List Deletions EPA 09/19/2023 10/03/2023 10/19/2023US ECHO Enforcement & Compliance History Information Environmental Protection Agency 06/24/2023 06/29/2023 09/25/2023US EDR Hist Auto EDR Exclusive Historical Auto Stations EDR, Inc.US EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR, Inc.US EDR MGP EDR Proprietary Manufactured Gas Plants EDR, Inc.US EPA WATCH LIST EPA WATCH LIST Environmental Protection Agency 08/30/2013 03/21/2014 06/17/2014US ERNS Emergency Response Notification System National Response Center, United States Coast 06/12/2023 06/20/2023 08/14/2023US FEDERAL FACILITY Federal Facility Site Information listing Environmental Protection Agency 06/23/2023 06/23/2023 09/20/2023 TC7480082.2s Page GR-3
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St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date
US FEDLAND Federal and Indian Lands U.S. Geological Survey 04/02/2018 04/11/2018 11/06/2019 US FEMA UST Underground Storage Tank Listing FEMA 03/08/2023 03/09/2023 05/30/2023US FINDS Facility Index System/Facility Registry System EPA 05/04/2023 05/25/2023 07/24/2023US FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fu EPA/Office of Prevention, Pesticides and Toxi 04/09/2009 04/16/2009 05/11/2009US FTTS INSP FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fu EPA 04/09/2009 04/16/2009 05/11/2009US FUDS Formerly Used Defense Sites U.S. Army Corps of Engineers 08/07/2023 08/15/2023 10/10/2023US FUELS PROGRAM EPA Fuels Program Registered Listing EPA 08/14/2023 08/15/2023 10/19/2023US FUSRAP Formerly Utilized Sites Remedial Action Program Department of Energy 03/03/2023 03/03/2023 06/09/2023US HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing Environmental Protection Agency 10/19/2006 03/01/2007 04/10/2007US HIST FTTS INSP FIFRA/TSCA Tracking System Inspection & Enforcement Case Lis Environmental Protection Agency 10/19/2006 03/01/2007 04/10/2007US HMIRS Hazardous Materials Information Reporting System U.S. Department of Transportation 06/19/2023 06/23/2023 09/20/2023US ICIS Integrated Compliance Information System Environmental Protection Agency 11/18/2016 11/23/2016 02/10/2017US IHS OPEN DUMPS Open Dumps on Indian Land Department of Health & Human Serivces, Indian 04/01/2014 08/06/2014 01/29/2015US INDIAN LUST R1 Leaking Underground Storage Tanks on Indian Land EPA Region 1 04/20/2023 05/09/2023 07/14/2023US INDIAN LUST R10 Leaking Underground Storage Tanks on Indian Land EPA Region 10 04/20/2023 05/09/2023 07/14/2023US INDIAN LUST R4 Leaking Underground Storage Tanks on Indian Land EPA Region 4 04/20/2023 05/09/2023 07/14/2023US INDIAN LUST R5 Leaking Underground Storage Tanks on Indian Land EPA, Region 5 04/14/2023 05/09/2023 07/14/2023US INDIAN LUST R6 Leaking Underground Storage Tanks on Indian Land EPA Region 6 04/26/2023 05/09/2023 07/14/2023US INDIAN LUST R7 Leaking Underground Storage Tanks on Indian Land EPA Region 7 04/25/2023 05/09/2023 07/14/2023US INDIAN LUST R8 Leaking Underground Storage Tanks on Indian Land EPA Region 8 04/19/2023 05/09/2023 07/14/2023US INDIAN LUST R9 Leaking Underground Storage Tanks on Indian Land Environmental Protection Agency 04/19/2023 05/09/2023 07/14/2023US INDIAN ODI Report on the Status of Open Dumps on Indian Lands Environmental Protection Agency 12/31/1998 12/03/2007 01/24/2008US INDIAN RESERV Indian Reservations USGS 12/31/2014 07/14/2015 01/10/2017US INDIAN UST R1 Underground Storage Tanks on Indian Land EPA, Region 1 04/20/2023 05/09/2023 07/14/2023US INDIAN UST R10 Underground Storage Tanks on Indian Land EPA Region 10 04/20/2023 05/09/2023 07/14/2023US INDIAN UST R4 Underground Storage Tanks on Indian Land EPA Region 4 04/20/2023 05/09/2023 07/14/2023US INDIAN UST R5 Underground Storage Tanks on Indian Land EPA Region 5 04/14/2023 05/09/2023 07/14/2023US INDIAN UST R6 Underground Storage Tanks on Indian Land EPA Region 6 04/26/2023 05/09/2023 07/14/2023US INDIAN UST R7 Underground Storage Tanks on Indian Land EPA Region 7 04/25/2023 05/09/2023 07/14/2023US INDIAN UST R8 Underground Storage Tanks on Indian Land EPA Region 8 04/20/2023 05/09/2023 07/14/2023US INDIAN UST R9 Underground Storage Tanks on Indian Land EPA Region 9 04/19/2023 05/09/2023 07/14/2023US INDIAN VCP R1 Voluntary Cleanup Priority Listing EPA, Region 1 07/27/2015 09/29/2015 02/18/2016US INDIAN VCP R7 Voluntary Cleanup Priority Lisitng EPA, Region 7 03/20/2008 04/22/2008 05/19/2008US LEAD SMELTER 1 Lead Smelter Sites Environmental Protection Agency 09/19/2023 10/03/2023 10/19/2023US LEAD SMELTER 2 Lead Smelter Sites American Journal of Public Health 04/05/2001 10/27/2010 12/02/2010US LIENS 2 CERCLA Lien Information Environmental Protection Agency 09/19/2023 10/03/2023 10/19/2023US LUCIS Land Use Control Information System Department of the Navy 08/03/2023 08/07/2023 10/10/2023US MINES MRDS Mineral Resources Data System USGS 08/23/2022 11/22/2022 02/28/2023US MINES VIOLATIONS MSHA Violation Assessment Data DOL, Mine Safety & Health Admi 07/05/2023 07/05/2023 09/25/2023US MLTS Material Licensing Tracking System Nuclear Regulatory Commission 07/20/2023 09/01/2023 09/20/2023US NPL National Priority List EPA 09/19/2023 10/03/2023 10/19/2023US NPL LIENS Federal Superfund Liens EPA 10/15/1991 02/02/1994 03/30/1994US ODI Open Dump Inventory Environmental Protection Agency 06/30/1985 08/09/2004 09/17/2004US PADS PCB Activity Database System EPA 03/20/2023 04/04/2023 06/09/2023US PCB TRANSFORMER PCB Transformer Registration Database Environmental Protection Agency 09/13/2019 11/06/2019 02/10/2020US PCS Permit Compliance System EPA, Office of Water 07/14/2011 08/05/2011 09/29/2011US PCS ENF Enforcement data EPA 12/31/2014 02/05/2015 03/06/2015 TC7480082.2s Page GR-4
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US PFAS ATSDR PFAS Contamination Site Location Listing Department of Health & Human Services 06/24/2020 03/17/2021 11/08/2022 US PFAS ECHO Facilities in Industries that May Be Handling PFAS Listing Environmental Protection Agency 07/05/2023 07/05/2023 09/25/2023US PFAS ECHO FIRE TRAINING Facilities in Industries that May Be Handling PFAS Listing Environmental Protection Agency 07/05/2023 07/05/2023 09/25/2023US PFAS FEDERAL SITES Federal Sites PFAS Information Environmental Protection Agency 07/05/2023 07/05/2023 10/02/2023US PFAS NPDES Clean Water Act Discharge Monitoring Information Environmental Protection Agency 07/05/2023 07/05/2023 10/02/2023US PFAS NPL Superfund Sites with PFAS Detections Information Environmental Protection Agency 07/05/2023 07/05/2023 10/02/2023US PFAS PART 139 AIRPORT All Certified Part 139 Airports PFAS Information Listing Environmental Protection Agency 07/05/2023 07/05/2023 09/25/2023US PFAS RCRA MANIFEST PFAS Transfers Identified In the RCRA Database Listing Environmental Protection Agency 07/05/2023 07/05/2023 10/02/2023US PFAS TRIS List of PFAS Added to the TRI Environmental Protection Agency 07/05/2023 07/05/2023 10/02/2023US PFAS TSCA PFAS Manufacture and Imports Information Environmental Protection Agency 07/05/2023 07/05/2023 10/02/2023US PFAS WQP Ambient Environmental Sampling for PFAS Environmental Protection Agency 09/23/2023 10/03/2023 10/10/2023US PRP Potentially Responsible Parties EPA 09/19/2023 10/03/2023 10/19/2023US Proposed NPL Proposed National Priority List Sites EPA 09/19/2023 10/03/2023 10/19/2023US RAATS RCRA Administrative Action Tracking System EPA 04/17/1995 07/03/1995 08/07/1995US RADINFO Radiation Information Database Environmental Protection Agency 07/01/2019 07/01/2019 09/23/2019US RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated Environmental Protection Agency 07/24/2023 07/31/2023 08/14/2023US RCRA-LQG RCRA - Large Quantity Generators Environmental Protection Agency 07/24/2023 07/31/2023 08/14/2023US RCRA-SQG RCRA - Small Quantity Generators Environmental Protection Agency 07/24/2023 07/31/2023 08/14/2023US RCRA-TSDF RCRA - Treatment, Storage and Disposal Environmental Protection Agency 07/24/2023 07/31/2023 08/14/2023US RCRA-VSQG RCRA - Very Small Quantity Generators (Formerly Conditionall Environmental Protection Agency 07/24/2023 07/31/2023 08/14/2023US RMP Risk Management Plans Environmental Protection Agency 05/09/2023 06/29/2023 09/25/2023US ROD Records Of Decision EPA 09/19/2023 10/03/2023 10/19/2023US SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing Environmental Protection Agency 07/30/2021 02/03/2023 02/10/2023US SEMS Superfund Enterprise Management System EPA 09/19/2023 10/03/2023 10/19/2023US SEMS-ARCHIVE Superfund Enterprise Management System Archive EPA 09/19/2023 10/03/2023 10/19/2023US SSTS Section 7 Tracking Systems EPA 07/17/2023 07/18/2023 10/10/2023US TRIS Toxic Chemical Release Inventory System EPA 12/31/2021 02/16/2023 05/02/2023US TSCA Toxic Substances Control Act EPA 12/31/2020 06/14/2022 03/24/2023US UMTRA Uranium Mill Tailings Sites Department of Energy 08/30/2019 11/15/2019 01/28/2020US US AIRS (AFS) Aerometric Information Retrieval System Facility Subsystem ( EPA 10/12/2016 10/26/2016 02/03/2017US US AIRS MINOR Air Facility System Data EPA 10/12/2016 10/26/2016 02/03/2017US US BROWNFIELDS A Listing of Brownfields Sites Environmental Protection Agency 04/06/2023 04/13/2023 04/19/2023US US CDL Clandestine Drug Labs Drug Enforcement Administration 05/22/2023 05/23/2023 07/10/2023US US ENG CONTROLS Engineering Controls Sites List Environmental Protection Agency 05/22/2023 05/23/2023 07/24/2023US US FIN ASSUR Financial Assurance Information Environmental Protection Agency 06/19/2023 06/20/2023 08/14/2023US US HIST CDL National Clandestine Laboratory Register Drug Enforcement Administration 05/22/2023 05/23/2023 07/10/2023US US INST CONTROLS Institutional Controls Sites List Environmental Protection Agency 05/22/2023 05/23/2023 07/24/2023US US MINES Mines Master Index File Department of Labor, Mine Safety and Health A 05/01/2023 05/24/2023 07/24/2023US US MINES 2 Ferrous and Nonferrous Metal Mines Database Listing USGS 01/07/2022 02/24/2023 05/17/2023US US MINES 3 Active Mines & Mineral Plants Database Listing USGS 04/14/2011 06/08/2011 09/13/2011US UXO Unexploded Ordnance Sites Department of Defense 11/09/2021 10/20/2022 01/10/2023 TC7480082.2s Page GR-5
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TC7480082.2s Page GR−6
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TC7480082.2s Page A-1
geologic strata.
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics
2. Groundwater flow velocity.
1. Groundwater flow direction, and
Assessment of the impact of contaminant migration generally has two principle investigative components:
forming an opinion about the impact of potential contaminant migration.
EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in Version Date: 2018
Target Property Map: 12012179 HANFORD, CA
USGS TOPOGRAPHIC MAP
Elevation: 249 ft. above sea level
UTM Y (Meters): 4025193.2
UTM X (Meters): 259234.1
Universal Tranverse Mercator: Zone 11
Longitude (West): 119.682715 - 119˚ 40’ 57.77’’
Latitude (North): 36.343538 - 36˚ 20’ 36.74’’
TARGET PROPERTY COORDINATES
HANFORD, CA 93230
NW OF GRANGEVILLE & CENTENNIAL
HANFORD SITE
TARGET PROPERTY ADDRESS
GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM ®
TC7480082.2s Page A-2
should be field verified.
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation (ft) Elevation (ft) TP
TP
0 1/2 1 Miles ✩Target Property Elevation: 249 ft.
North South
West East 245 243 243 243 243 243 244 249 249 249 248 248 251 251 250 253 252 252 252 247 247 247 248 248 248 248 248 249 249 249244 249 249 249 250 251 251 250 General Topographic Gradient: General SSE
TARGET PROPERTY TOPOGRAPHY
should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to
TOPOGRAPHIC INFORMATION
collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional
GROUNDWATER FLOW DIRECTION INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC7480082.2s Page A-3
Not Reported
LOCATION GENERAL DIRECTION
MAP ID FROM TP GROUNDWATER FLOW
hydrogeologically, and the depth to water table.
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW®
Search Radius: 1.000 Mile.
Status: Not found
Search Radius: 1.25 miles
Site-Specific Hydrogeological Data*:
* ©1996 Site−specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator
HYDROGEOLOGIC INFORMATION
HANFORD YES - refer to the Overview Map and Detail Map
NATIONAL WETLAND INVENTORY
NWI Electronic
NWI Quad at Target Property Data Coverage
0600860075B FEMA Q3 Flood data
Additional Panels in search area: FEMA Source Type
06031C0185C FEMA FIRM Flood data
Flood Plain Panel at Target Property FEMA Source Type
FEMA FLOOD ZONE
and bodies of water).
Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist
HYDROLOGIC INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC7480082.2s Page A-4
Map, USGS Digital Data Series DDS - 11 (1994).
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology
ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION
Era: Cenozoic Category: Stratifed Sequence
System: Quaternary
Series: Quaternary
Code: Q (decoded above as Era, System & Series)
at which contaminant migration may be occurring.
Geologic information can be used by the environmental professional in forming an opinion about the relative speed
GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional
GROUNDWATER FLOW VELOCITY INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1 2
2 0 1/16 1/8 1/4 Miles
TC7480082.2s Page A-6
Soil Drainage Class: Well drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: fine sandy loam
Soil Component Name: NORD
Soil Map ID: 2
Min: 7.4
Max: 8.4
Min: 4
2 18 inches 72 inches Not reported Not reported Max: 14 Min: 7.4
Max: 8.4
Min: 4
1 0 inches 18 inches Not reported Not reported Max: 14
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH)
Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Partially hydric
Soil Drainage Class: Well drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture:
Soil Component Name: NORD
Soil Map ID: 1
in a landscape. The following information is based on Soil Conservation Service SSURGO data. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil
DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC7480082.2s Page A-7
State Database 1.000
Federal FRDS PWS Nearest PWS within 1 mile
Federal USGS 1.000
WELL SEARCH DISTANCE INFORMATION
DATABASE SEARCH DISTANCE (miles)
opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental
LOCAL / REGIONAL WATER AGENCY RECORDS
Min: 7.4
Max: 8.4
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
50%), Lean Clay.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
sandy loam to
2 18 inches 72 inches stratified
Min: 7.4
Max: 8.4
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
50%), Lean Clay.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
1 0 inches 18 inches fine sandy loam Silt-Clay
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH)
Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Partially hydric
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC7480082.2s Page A-8
D34 CADDW0000021531 1/2 - 1 Mile WSW
D33 CADWR9000025522 1/2 - 1 Mile WSW
D32 CADDW0000021354 1/2 - 1 Mile WSW
28 CADDW0000008611 1/2 - 1 Mile WSW
27 13767 1/2 - 1 Mile ENE
26 CAEDF0000027410 1/2 - 1 Mile SSE
25 CAEDF0000000851 1/2 - 1 Mile WSW
C23 CADWR9000025685 1/2 - 1 Mile NW
C22 CADWR0000002258 1/2 - 1 Mile NW
B15 13775 1/2 - 1 Mile ESE
A14 CADWR9000025625 1/2 - 1 Mile ENE
B13 13776 1/2 - 1 Mile ESE
B12 CADWR0000019522 1/2 - 1 Mile ESE
10 CADDW0000010839 1/2 - 1 Mile East
8 CADWR9000025548 1/4 - 1/2 Mile East
6 CADDW0000011920 1/4 - 1/2 Mile South
5 CADWR9000025525 1/4 - 1/2 Mile SSE
2 CADWR0000017802 1/8 - 1/4 Mile SE
1 CADDW0000006722 0 - 1/8 Mile WSW
STATE DATABASE WELL INFORMATION
LOCATION
MAP ID WELL ID FROM TP
Note: PWS System location is not always the same as well location.
No PWS System Found
FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION
LOCATION
MAP ID WELL ID FROM TP
31 USGS40000172237 1/2 - 1 Mile South
30 USGS40000172265 1/2 - 1 Mile SSW
29 USGS40000172236 1/2 - 1 Mile South
24 USGS40000172300 1/2 - 1 Mile SSW
21 USGS40000172337 1/2 - 1 Mile SE
20 USGS40000172517 1/2 - 1 Mile ENE
19 USGS40000172482 1/2 - 1 Mile East
18 USGS40000172580 1/2 - 1 Mile NW
17 USGS40000172381 1/2 - 1 Mile ESE
16 USGS40000172357 1/2 - 1 Mile SW
A11 USGS40000172505 1/2 - 1 Mile ENE
9 USGS40000172478 1/2 - 1 Mile East
7 USGS40000172519 1/4 - 1/2 Mile NW
4 USGS40000172450 1/4 - 1/2 Mile East
3 USGS40000172425 1/8 - 1/4 Mile WSW
FEDERAL USGS WELL INFORMATION
LOCATION
MAP ID WELL ID FROM TP
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 2 4 0
2 4 0
2 4 0 240 2 4 0
CA
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation Database EDR ID Number
1 WSW
0 - 1/8 Mile
Higher
Click here for full text details CA WELLS CADDW0000006722 2 SE
1/8 - 1/4 Mile
Lower
Click here for full text details CA WELLS CADWR0000017802 3 WSW
1/8 - 1/4 Mile
Lower
Click here for full text details FED USGS USGS40000172425 4 East
1/4 - 1/2 Mile
Higher
Click here for full text details FED USGS USGS40000172450 5 SSE
1/4 - 1/2 Mile
Lower
Click here for full text details CA WELLS CADWR9000025525 6 South
1/4 - 1/2 Mile
Lower
Click here for full text details CA WELLS CADDW0000011920 7 NW
1/4 - 1/2 Mile
Higher
Click here for full text details FED USGS USGS40000172519 8 East
1/4 - 1/2 Mile
Lower
Click here for full text details CA WELLS CADWR9000025548 Page: 1
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation Database EDR ID Number
9 East
1/2 - 1 Mile
Higher
Click here for full text details FED USGS USGS40000172478 10 East
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADDW0000010839 A11
ENE
1/2 - 1 Mile
Higher
Click here for full text details FED USGS USGS40000172505 B12
ESE
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADWR0000019522 B13
ESE
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS 13776
A14
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADWR9000025625 B15
ESE
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS 13775
16 SW
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000172357 17 ESE
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000172381 Page: 2
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation Database EDR ID Number
18 NW
1/2 - 1 Mile
Higher
Click here for full text details FED USGS USGS40000172580 19 East
1/2 - 1 Mile
Higher
Click here for full text details FED USGS USGS40000172482 20 ENE
1/2 - 1 Mile
Higher
Click here for full text details FED USGS USGS40000172517 21 SE
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000172337 C22
NW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADWR0000002258 C23
NW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADWR9000025685 24 SSW
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000172300 25 WSW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000000851 26 SSE
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000027410 Page: 3
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation Database EDR ID Number
27 ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS 13767
28 WSW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADDW0000008611 29 South
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000172236 30 SSW
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000172265 31 South
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000172237 D32
WSW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADDW0000021354 D33
WSW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADWR9000025522 D34
WSW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADDW0000021531 Page: 4
Basement Not Reported Not Reported Not Reported Not Reported Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Living Area - 1st Floor 2.300 pCi/L 83% 17% 0%
Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Number of sites tested: 6
Federal Area Radon Information for Zip Code: 93230
: Zone 3 indoor average level < 2 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.
Note: Zone 1 indoor average level > 4 pCi/L.
Federal EPA Radon Zone for KINGS County: 3
93230 24 1
______ ________ ________
Zipcode Num Tests > 4 pCi/L
Radon Test Results
State Database: CA Radon
AREA RADON INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
®
TC7480082.2s Page 5
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TOPOGRAPHIC INFORMATION
USGS 7.5’ Digital Elevation Model (DEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection.
Source: U.S. Geological Survey
HYDROLOGIC INFORMATION
Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.
Source: FEMA
Telephone: 877-336-2627
Date of Government Version: 2003, 2015
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005, 2010 and 2015 from the U.S. Fish and Wildlife Service.
State Wetlands Data: Wetland Inventory
Source: Department of Fish and Wildlife
Telephone: 916-445-0411
HYDROGEOLOGIC INFORMATION
AQUIFLOW Information System R
Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information.
GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).
STATSGO: State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.
SSURGO: Soil Survey Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management.
TC7480082.2s Page PSGR-1
PHYSICAL SETTING SOURCE RECORDS SEARCHED
LOCAL / REGIONAL WATER AGENCY RECORDS
FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.
PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).
USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.
OTHER STATE DATABASE INFORMATION
Groundwater Ambient Monitoring & Assessment Program
State Water Resources Control Board
Telephone: 916-341-5577
The GAMA Program is Californias comprehensive groundwater quality monitoring program. GAMA collects data by testing the untreated, raw water in different types of wells for naturally-occurring and man-made chemicals. The GAMA data includes Domestic, Monitoring and Municipal well types from the following sources, Department of Water Resources, Department of Heath Services, EDF, Agricultural Lands, Lawrence Livermore National Laboratory, Department of Pesticide Regulation, United States Geological Survey, Groundwater Ambient Monitoring and Assessment Program and Local Groundwater Projects.
Water Well Database
Source: Department of Water Resources
Telephone: 916-651-9648
California Drinking Water Quality Database
Source: Department of Public Health
Telephone: 916-324-2319
The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information.
California Oil and Gas Well Locations
Source: Dept of Conservation, Geologic Energy Management Division Telephone: 916-323-1779
Oil and Gas well locations in the state.
California Earthquake Fault Lines
Source: California Division of Mines and Geology
The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.
RADON
State Database: CA Radon
Source: Department of Public Health
Telephone: 916-210-8558
Radon Database for California
TC7480082.2s Page PSGR-2
PHYSICAL SETTING SOURCE RECORDS SEARCHED
Area Radon Information
Source: USGS
Telephone: 703-356-4020
The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.
The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions.
EPA Radon Zones
Source: EPA
Telephone: 703-356-4020
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels.
OTHER
Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656
Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.
STREET AND ADDRESS INFORMATION
© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC7480082.2s Page PSGR-3
PHYSICAL SETTING SOURCE RECORDS SEARCHED
EDR Historical Topo Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
with QuadMatch™
Hanford Site NW of Grangeville & Centennial Hanford, CA 93230 October 25, 2023 7480082.4 Page 795 of 1322 EDR Historical Topo Map Report
EDR Inquiry #
Search Results:
P.O.#
Project:
Maps Provided:
Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners.
- page
Coordinates:
Latitude:
Longitude:
UTM Zone:
UTM X Meters:
UTM Y Meters:
Elevation:
Contact:
Site Name: Client Name:
2018
2015
2012
1976
1954
1926
10/25/23 Hanford Site Soils Engineering, Inc. NW of Grangeville & Centennial 4400 Yeager Way Hanford, CA 93230 Bakersfield, CA 93313 7480082.4 Robert Becker EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Soils Engineering, Inc. were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s.
19310 - EDR 36.343538 36° 20' 37" North Hanford Site -119.682715 -119° 40' 58" West Zone 11 North 259239.88 4025394.66 249.00' above sea level This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.
ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY
KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN
THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,
COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS
SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,
CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT.
Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
Copyright 2023 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 7480082 4 2 Page 796 of 1322 page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
2018 Source Sheets
2018
Hanford
7.5-minute, 24000
2015 Source Sheets
2015
Hanford
7.5-minute, 24000
2012 Source Sheets
2012
Hanford
7.5-minute, 24000
1976 Source Sheets
1976
Hanford
7.5-minute, 24000
Aerial Photo Revised 1976
7480082 4 3 Page 797 of 1322
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1954 Source Sheets
1954
Hanford
7.5-minute, 24000
Aerial Photo Revised 1950
1926 Source Sheets
1926
Hanford
7.5-minute, 31680
7480082 4 4 Page 798 of 1322
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
2018 0 Miles 0.25 0.5 1 1.5 Hanford Site NW of Grangeville & Centennial Hanford, CA 93230 Soils Engineering, Inc.
TP, Hanford, 2018, 7.5-minute
7480082 4 5 Page 799 of 1322
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
2015 0 Miles 0.25 0.5 1 1.5 Hanford Site NW of Grangeville & Centennial Hanford, CA 93230 Soils Engineering, Inc.
TP, Hanford, 2015, 7.5-minute
7480082 4 6 Page 800 of 1322
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
2012 0 Miles 0.25 0.5 1 1.5 Hanford Site NW of Grangeville & Centennial Hanford, CA 93230 Soils Engineering, Inc.
TP, Hanford, 2012, 7.5-minute
7480082 4 7 Page 801 of 1322
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
1976 0 Miles 0.25 0.5 1 1.5 Hanford Site NW of Grangeville & Centennial Hanford, CA 93230 Soils Engineering, Inc.
TP, Hanford, 1976, 7.5-minute
7480082 4 8 Page 802 of 1322
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
1954 0 Miles 0.25 0.5 1 1.5 Hanford Site NW of Grangeville & Centennial Hanford, CA 93230 Soils Engineering, Inc.
TP, Hanford, 1954, 7.5-minute
7480082 4 9 Page 803 of 1322
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
W E
SW S SE
NW N NE
1926 0 Miles 0.25 0.5 1 1.5 Hanford Site NW of Grangeville & Centennial Hanford, CA 93230 Soils Engineering, Inc.
TP, Hanford, 1926, 7.5-minute
7480082 4 10 Page 804 of 1322
Certified Sanborn® Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Hanford Site NW of Grangeville & Centennial Hanford, CA 93230 October 25, 2023 7480082.3 Page 805 of 1322 Certified Sanborn® Map Report
Certified Sanborn Results:
Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners.
- page
The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:
Library of Congress
University Publications of America
EDR Private Collection
The Sanborn Library LLC Since 1866™
Limited Permission To Make Copies
Sanborn® Library search results
EDR Inquiry # Contact:
Site Name: Client Name:
Certification #
PO #
Project
10/25/23 NW of Grangeville & Centennial Hanford Site Soils Engineering, Inc. 4400 Yeager Way Hanford, CA 93230 7480082.3 Bakersfield, CA 93313 Robert Becker The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Soils Engineering, Inc. were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn.
The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. 9B01-407D-B4BB 19310 - EDR UNMAPPED PROPERTY Hanford Site This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found.
Certification #: 9B01-407D-B4BB
Soils Engineering, Inc. (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.
ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY
KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN
THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,
COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS
SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,
CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT.
Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
Copyright 2023 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 7480082Page 806 of 1322 3 2 Hanford Site
NW of Grangeville & Centennial
Hanford, CA 93230
Inquiry Number: 7480082.5
October 27, 2023
The EDR-City Directory Image Report
6 Armstrong Road
Shelton, CT 06484
800.352.0050
Environmental Data Resources Inc www.edrnet.com
TABLE OF CONTENTS
SECTION
Executive Summary
Findings
City Directory Images
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA
RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF
ANY KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND
INFORMATION PROVIDED IN THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING
ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS, COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS SUBSIDIARIES,
AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,
CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS,
LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT. Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
Copyright 2023 by Environmental Data Resources, LLC. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, LLC, or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates.
All other trademarks used herein are the property of their respective owners.
EXECUTIVE SUMMARY
DESCRIPTION
Environmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities.EDR’s City Directory Report includes a search of available business directory data at approximately five year intervals.
RECORD SOURCES
The EDR City Directory Report accesses a variety of business directory sources, including Haines, InfoUSA, Polk,Cole, Bresser, and Stewart. Listings marked as EDR Digital Archive access Cole and InfoUSA records.
The various directory sources enhance and complement each other to provide a more thorough and accurate report.
EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer.
RESEARCH SUMMARY
The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report.
Year Target Street Cross Street Source
2020 EDR Digital Archive
2017 Cole Information
2014 Cole Information
2010 Cole Information
2005 Cole Information
2000 Cole Information
1995 Cole Information
1992 Cole Information
1990 Haines Criss-Cross Directory
1985 Haines Criss-Cross Directory
1980 Haines Criss-Cross Directory
1975 Haines Criss-Cross Directory
1973 Haines Criss-Cross Directory
7480082- 5 Page 1
FINDINGS
TARGET PROPERTY STREET
NW of Grangeville & Centennial
Hanford, CA 93230
Year CD Image Source
GRANGEVILLE BLVD
2020 pg A1 EDR Digital Archive
2017 pg A2 Cole Information
2014 pg A3 Cole Information
2010 pg A4 Cole Information
2005 pg A5 Cole Information
2000 pg A6 Cole Information
1995 pg A7 Cole Information
1992 pg A8 Cole Information
1990 pg A9 Haines Criss-Cross Directory
1985 pg A10 Haines Criss-Cross Directory
1980 pg A11 Haines Criss-Cross Directory
1975 pg A12 Haines Criss-Cross Directory
1973 pg A13 Haines Criss-Cross Directory
7480082- 5 Page 2
FINDINGS
CROSS STREETS
No Cross Streets Identified
7480082- 5 Page 3
City Directory Images
-
GRANGEVILLE BLVD
EDR Digital Archive
7480082.5 Page: A1
Target Street Cross Street Source
2020
2249 ELIZABETH VEENENDAAL
2613 JANIE REYES
3012 DE GROOT DAIRY FARMS
DOBOY LLC
ELIZABETH DE GROOT
ROCHELLE DEGROOT
TONY DE GROOT
3018 DG BAR RANCH
WILLY ARTS
3101 MARIA NEGRETE
3533 ART DEHOOP
ELLIE DEHOOP
HELIA DE HOOP
THYS DE HOOP
3540 GARY ATSMA
JOAN PURDOM
-
GRANGEVILLE BLVD
Cole Information
7480082.5 Page: A2
Target Street Cross Street Source
2017
1345 GILBERT, LYNLEA
1508 CARL, ADAM J
2613 REYES, JANIE
3011 LOCATELLI, JASON
3018 ARTS WILLY
3357 PARSONS, CINDY D
3533 DEHOOP, ART A
3540 EARNEST, MARISA J
-
GRANGEVILLE BLVD
Cole Information
7480082.5 Page: A3
Target Street Cross Street Source
2014
1255 MATHEWS, JUANITA F
1345 VOGELGESANG, CHRISTY M
1508 OCCUPANT UNKNOWN,
2249 OCCUPANT UNKNOWN,
2446 DEGROOT, D
2575 OCCUPANT UNKNOWN,
3011 MAJORS, TOM A
3012 DEGROOT, TON
3018 OCCUPANT UNKNOWN,
3101 NEGRETE, SERGIO N
3263 OCCUPANT UNKNOWN,
3319 OCCUPANT UNKNOWN,
3357 STRUIKMAN, ERIC R
3533 DEHOOP, ART A
3540 ATSMA, GARY W
-
GRANGEVILLE BLVD
Cole Information
7480082.5 Page: A4
Target Street Cross Street Source
2010
1255 MATHEWS, JUANITA F
1345 PANTOJA, ELVIRA
1392 ALCASER, MONICA
1508 CARL, BRANDI
1878 PEREIRA, TAMMY A
2249 VEENENDAAL, DON E
2446 DEGROOT, D
2575 OCCUPANT UNKNOWN,
3011 MAJORS, TOM A
3012 DE GROOT DAIRY FARMS
DEGROOT, TONY C
3018 DG BAR RANCH
OCCUPANT UNKNOWN,
3101 NEGRETE, SERGIO N
3263 OCCUPANT UNKNOWN,
3319 MARTINEZ, JUAN
3357 MARTINEZ, VICKY M
3533 DEHOOP, ART A
3540 ATSMA, GARY W
-
GRANGEVILLE BLVD
Cole Information
7480082.5 Page: A5
Target Street Cross Street Source
2005
1255 PANNELL, JIMMIE T
1508 PANTOJA, ELSA
1878 PEREIRA, TAMMY
2249 VEENENDAAL, DON E
2446 DEGROOT, D
2575 OCCUPANT UNKNOWN,
3011 MAJORS, TOM
3012 DE GROOT FARMS
DEGROOT, TONY C
TONY DE GROOT DAIRY
3018 OCCUPANT UNKNOWN,
3101 NEGRETE, SERGIO N
3263 OCCUPANT UNKNOWN,
3319 GOMEZ, EDWIN
3357 OCCUPANT UNKNOWN,
3533 DE HOOP ART
DEHOOP, ART A
3540 ATSMA, GARY W
-
GRANGEVILLE BLVD
Cole Information
7480082.5 Page: A6
Target Street Cross Street Source
2000
1337 OCCUPANT UNKNOWN,
1345 OCCUPANT UNKNOWN,
1500 OCCUPANT UNKNOWN,
1508 VILLARREAL, MAXIMO
1537 OCCUPANT UNKNOWN,
2446 DEGROOT DAIRY
3011 OCCUPANT UNKNOWN,
3012 DEGROOT, TONY
3018 OCCUPANT UNKNOWN,
3101 OCCUPANT UNKNOWN,
3319 OCCUPANT UNKNOWN,
3357 MORAN, SUSAN G
3506 OCCUPANT UNKNOWN,
3533 DEHOOP, ART
3540 ATSMA, GARY
-
GRANGEVILLE BLVD
Cole Information
7480082.5 Page: A7
Target Street Cross Street Source
1995
3011 DEGROOT, TONY JR
3012 DEGROOT, TONY
3018 ARTS, WILLY
3101 DEGROOT, TONY
3319 OCCUPANT UNKNOWNN
3357 OCCUPANT UNKNOWNN
3533 DEHOOP, ART
3540 ATSMA, GARY
-
GRANGEVILLE BLVD
Cole Information
7480082.5 Page: A8
Target Street Cross Street Source
1992
1073 SILACCI, DONALD
2446 DE GROOT DAIRY
3011 DEGROOT, TONY
3012 DEGROOT, TONY
3101 DEGROOT, TONY
3357 STRUIKMAN, JOHN
3533 DEHOOP, ART
STRUIKMAN, PETE
-
GRANGEVILLE BLVD
Haines Criss-Cross Directory
7480082.5 Page: A9
Target Street Cross Street Source
1990
-
GRANGEVILLE BLVD
Haines Criss-Cross Directory
7480082.5 Page: A10
Target Street Cross Street Source
1985
-
GRANGEVILLE BLVD
Haines Criss-Cross Directory
7480082.5 Page: A11
Target Street Cross Street Source
1980
-
GRANGEVILLE BLVD
Haines Criss-Cross Directory
7480082.5 Page: A12
Target Street Cross Street Source
1975
-
GRANGEVILLE BLVD
Haines Criss-Cross Directory
7480082.5 Page: A13
Target Street Cross Street Source
1973
VAPOR ENCROACHMENT SCREEN
Prepared by: Soils Engineering, Inc.
11/7/2023
TABLE OF CONTENTS
Executive Summary
Primary Map
Map Findings
Disclaimer - Copyright and Trademark Notice
The EDR Vapor Encroachment Worksheet enables EDR's customers to make certain online modifications that effects maps, text and calculations contained in this Report. As a result, maps, text and calculations contained in this Report may have been so modified. EDR has not taken any action to verify any such modifications, and this report and the findings set forth herein must be read in light of this fact. Environmental Data Resources shall not be responsible for any customer's decision to include or not include in any final report any records determined to be within the relevant minimum search distances.
This report contains information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANYSUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
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Purchaser accepts this report "AS IS". Any analyses, estimates, ratings, or risk codes provided in this report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can produce information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice.
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EXECUTIVE SUMMARY
FRONTIER ELEMENTARY SCHOOL
NE CORNER OF GRANGEVILLE AND 13TH, HANFORD, CA, 93230 S108054430 Impact on Target Property: VEC does not exist
CANADY 13TH AVENUE SITE
9431 13TH AVENUE, HANFORD, CA, 93230 S102008344
Impact on Target Property: VEC does not exist
MAP FINDINGS
FRONTIER ELEMENTARY SCHOOL
NE CORNER OF GRANGEVILLE AND 13TH, HANFORD, CA, 93230 S108054430 Map ID: 1
Distance:
W 1/3 - 1/2
(1778 ft. / 0.337 mi.)
Elevation:
1 ft. Lower Elevation
248 ft. Above Sea Level
Lists of state- and tribal
hazardous waste facilities
Local Lists of Hazardous waste /
Contaminated Sites
Worksheet:
Impact on Target Property: VEC does not exist
Comments: Chemicals of concern are not likely to be present at this source.
Conditions:
Chemicals of Concern: YES
MAP FINDINGS
CANADY 13TH AVENUE SITE
9431 13TH AVENUE, HANFORD, CA, 93230 S102008344
Map ID: 2
Distance:
SW 1/2 - 1
(2808 ft. / 0.532 mi.)
Elevation:
3 ft. Lower Elevation
246 ft. Above Sea Level
Lists of state- and tribal
hazardous waste facilities
Lists of state and tribal voluntary
cleanup sites
Worksheet:
Impact on Target Property: VEC does not exist
Comments: The source is not within the area of concern, based on its distance, gradient and suspected chemical of concern.
Conditions:
Chemicals of Concern: YES
Appendix B
Assessors Map, Environmental Questionnaire and
Disclosure Statements and User Questionnaire. AFX
Environmental Lien & AUL Search Report Order#:79-
326191-47
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
DATE: 11/23 Assessors Map
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
AFX RESEARCH, LLC
A Quarter-Century of Title Document Research Expertise
999 Monterey St. Suite 380, San Luis Obispo, CA 93401
(877) 848-5337 / www.afxllc.com
ENVIRONMENTAL LIEN AND AUL REPORT
Order Number:
19311
AFX Reference Number:
79-326191-47
Subject Property:
2497 N 10TH AVE
HANFORD, CA 93230
Effective:
10/20/2023
Completed:
10/27/2023
ENVIRONMENTAL LIEN AND AUL REPORT (pg. 2 of 4)
Order #: 19311 | Reference #: 79-326191-47 | Completed: 10/27/2023 | Effective: 10/20/2023
AFX RESEARCH, LLC
999 Monterey St. Suite 380, San Luis Obispo, CA 93401
Ph: (877) 848-5337 Fax: (800) 201-0620
https://www.afxllc.com
SOURCES SEARCHED
Source 1: KINGS COUNTY RECORDER'S OFFICE
Source 2: CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY
Source 3: UNITED STATES ENVIRONMENTAL PROTECTION AGENCY Examiner Notes: NOTICE: JUDICIAL RECORDS NOT SEARCHED. BASED ON AVAILABLE INFORMATION EVALUATED
BY THE TITLE SEARCH PROFESSIONAL, THE JURISDICTION DOES NOT REQUIRE A SEARCH OF JUDICIAL RECORDS IN ORDER TO IDENTIFY ENVIRONMENTAL LIENS.
TARGET PROPERTY
Current Owner(s): NAHAL FARMS, LLC
Street Address: 2497 N 10TH AVE
City, State Zip Code: HANFORD, CA 93230
APN/Parcel/PIN: 009-030-142-000 County: KINGS
Legal Description: LOT: A,B
PROPERTY OWNERSHIP
Instrument: GRANT DEED
Date Recorded: 12/31/2020 Instrument: 2025563
Dated: 11/20/2020
Grantor(s): CAL-CLARK FARMS, INC.
Grantee(s): NAHAL FARMS, LLC
ENVIRONMENTAL LIENS
NO ENVIRONMENTAL LIENS FOUND.
ACTIVITY AND USE LIMITATIONS (AUL)
NO AUL FOUND.
LEASES
NO LEASES FOUND.
MISCELLANEOUS INSTRUMENTS
NO MISCELLANEOUS INSTRUMENTS FOUND.
ENVIRONMENTAL LIEN AND AUL REPORT (pg. 3 of 4)
Order #: 19311 | Reference #: 79-326191-47 | Completed: 10/27/2023 | Effective: 10/20/2023
AFX RESEARCH, LLC
999 Monterey St. Suite 380, San Luis Obispo, CA 93401
Ph: (877) 848-5337 Fax: (800) 201-0620
https://www.afxllc.com
ENVIRONMENTAL LIEN AND AUL REPORT (pg. 4 of 4)
Order #: 19311 | Reference #: 79-326191-47 | Completed: 10/27/2023 | Effective: 10/20/2023
AFX RESEARCH, LLC
999 Monterey St. Suite 380, San Luis Obispo, CA 93401
Ph: (877) 848-5337 Fax: (800) 201-0620
https://www.afxllc.com
THANK YOU FOR YOUR ORDER
For questions, please contact our office at 1-877-848-5337.
Order Number:
19311
AFX Reference Number:
79-326191-47
Our Environmental Lien and AUL report provides a summary of recorded information on a specific property from the time the current owner purchased the property, to present time. The report is intended to assist in the search for environmental liens filed in land title records. The report will verify property ownership and provide information on recorded environmental liens and/or Activity and Use Limitations that have been recorded from the time the current owner purchased the property, forward. This report complies with ASTM 1527-21 standards when used in conjunction with a review of the owner’s most recent insurance title policy. Environmental Liens and Activity Use Limitations may exist in the insurance title policy that do not appear within this report.
Our professional network of trained researchers follow established industry protocols and use client-supplied property information to complete this Environmental Lien and AUL report. The research is conducted at all appropriate government offices based on the location of the subject property. This would include City, County, State, Federal and Tribal offices as needed. The report includes:
• Current deed information (i.e. grantor, grantee, recording dates) • Legal Description
• Environmental Lien information
• Activity and Use Limitation information
• Any Environmental Liens and/or documents referencing AULs that are listed within our summary report
DISCLAIMER
This report was prepared for the intended use of AFX Research, LLC (AFX) and client, exclusively. This report is not a guarantee of title, nor a commitment to insure, nor a policy of title insurance. No warranty, expressed or implied, is made whatsoever in connection with this report. AFX Research, LLC specifically disclaims the making of any such warranties, including without limitation, merchantability or fitness for a particular use or purpose. The information contained in this report is retrieved as it is recorded from the various agencies that make it available. The total liability is limited to the fee paid for this report.
Appendix C
Aerial Photographs
Type text here
1934 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
1950 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
1966 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
1974 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
1976 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
1984 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
1994 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
2003 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
2006 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
2009 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
2012 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
2016 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
2023 Aerial Photograph
SOILS ENGINEERING, INC. PLATE
4400 Yeager Way
Bakersfield, CA 93313
(661) 831 - 5100
N
DATE: 11/23
PROJECT: 23-19311
Property
NW of Grangerville Blvd. & Centennial Drive
Hanford, Kings County, California
Site
Appendix D
QA/QC Sheets
Phase I Environmental Site Assessment File No. 23-19311 Property
Grangeville Boulevard and Centennial Drive, Hanford, CA November 2023 QA/QC - FORM D-1
Specific Issues
Y/N Issue Y/N Issue
N Above Ground Storage Tank(s) N Underground Storage Tank(s) N Clarifiers N Fill (Earth Berms)
N Vent Pipes (irrigation lines) N Fuel Islands
N Drums Y Other Containers
N Surface Staining (minor) N Solid Waste Disposal
N Former Suspected Oil Activities Related
Sump
N Pits, Lagoons, Canals or Ditches
N Ponds Y Pesticide Use
N Stockpiled Soils N Distressed Vegetation
N Oil or Gas Wells N Monitoring Wells
N Water Well N Dry Wells- Oil Exploration
N Electrical Transformers (Pole-Mounted) N Chemical Process N Waste Treatment N Hazardous Waste Discharge
N Septic Systems N Waste Water Discharge
N Dry Cleaners N Repair or Servicing Facilities
N Photo Processing N Manufacturing
N Distribution Warehouse N Asbestos Containing Materials N High Radon Levels (See Geocheck
Version2.1
N Suspect Lead Containing Paint
(Possible)
N Lead in Water N Others
N Is/was heating fuel provided by on-site storage fuel oil? N On-site use, disposal, treatment, storage, or emission, of significant quantities of hazardous materials or wastes.
N Evidence of any on-site release of hazardous materials which could impact the subject site? N Evidence of any off-site release of hazardous materials which could impact the subject site?
Phase I Environmental Site Assessment File No. 23-19311 Property
Grangeville Boulevard and Centennial Drive, Hanford, CA November 2023 Source/Year
2 0
2 3
2 0
1 6
2 0
1 2
2 0
0 9
2 0
0 6
2 0
0 3
1 9
9 4
1 9
8 4
1 9
7 6
1 9
7 4
1 9
6 6
1 9
5 0
1 9
3 4
M
O
R
E
Title Search, Environmental Lien
& AUL Search
X
Aerial Photos X X X X X X X X X X X X X
Building Department Permits X X X X X X X X X X X
Building Department Plans
Planning Department Records X
Fire Insurance Maps
X
Oil and Gas Maps
X
Fire Department Records X
UST Permits and Registrations X
Street Directories X
Observation (2023) X
Personal knowledge X
Others X
Personnel Interviews (2023) X
Phase I Environmental Site Assessment File No. 23-19311 Property
Grangeville Boulevard and Centennial Drive, Hanford, CA November 2023 QA/QC FORM D-3
AERIAL PHOTOGRAPH REVIEW
Concern On-Site Off-Site
Improvements Former Agricultural, Idle
Vacant Tilled Land
Residential, Grangeville
Tank Site, Drainage Sump,
Berkshire Crossing
Apartments, SoCal Gas
Pipeline
USE - Note evidence of:
Above Ground Storage Tanks
(Water)
N Y
Fuel Islands N N
Drums N N
Agricultural Land (Former) Y Y
Surface Staining (Oil Staining) N N
Solid Waste Disposal/Land Fill N N
Pits, Ponds, Canals, Drainage
Sump
N Y
Stockpiled Soils N N
Distressed Vegetation N N
Wells (Oil Well) N N
Repair or Servicing Facilities N N
Industrial/Manufacturing N N
Warehouse
N N
Gas Station N N
Others: N N
Note: Not found where left blank
Phase I Environmental Site Assessment File No. 23-19311 Property
Grangeville Boulevard and Centennial Drive, Hanford, CA November 2023 QA/QC - FORM D-4
Exception Items
Areas Not Available and Restrictions on
Accessibility to Environmental. Data
Status of Documents and Agency Reviews
Areas Restrictions List of Documents
Requested
Status of
Availability
None None
APPENDIX F
WATER SUPPLY ASSESSMENT
WATER SUPPLY ASSESSMENT
MIXED-USE DEVELOPMENT AT GRANGEVILLE
BLVD. AND CENTENNIAL DR.
NOVEMBER 2023
WATER SUPPLY ASSESSMENT
MIXED-USE DEVELOPMENT AT
GRANGEVILLE BLVD. AND CENTENNIAL DR.
Prepared for:
City of Hanford - Community Development Department
317 N. Douty Street
Hanford, CA 93230
Contact Person: Gabrielle de Silva Myers
Phone: (559) 585-2500
Consultant:
5080 California Avenue, Suite 220
Bakersfield, CA 93309
Contact: Jaymie L. Brauer
Brian Shoener, PE
Phone: (661) 616-2600
November 2023
© Copyright by Quad Knopf, Inc.
Unauthorized use prohibited.
Project #230244
WSA for Mixed Use Development November 2023
City of Hanford Page i
Table of Contents
SECTION 1 - Introduction ........................................................................................................................ 1-3
1.1 - Regulatory Requirement......................................................................................................................1-3
1.2 - Project Description and Location .....................................................................................................1-3
1.3 - Project Water Requirements and Setting......................................................................................1-4 SECTION 2 - Water Resources/Water Supply ................................................................................... 2-1
2.1 - Proposed Water Supply........................................................................................................................2-1
2.2 - Hydrologic Region ..................................................................................................................................2-3
2.2.1 - The Tulare Lake Hydrologic Region...............................................................................2-4
2.2.2 - The Tulare Lake Groundwater Subbasin .....................................................................2-4
2.3 - City of Hanford – 2020 UWMP...........................................................................................................2-5 SECTION 3 - Water Supply Sufficiency ................................................................................................ 3-1
3.1 - Physical Availability...............................................................................................................................3-1
3.2 - The 2020 City of Hanford, Urban Water Management Plan – Water Years Adequacy Projections...........................................................................................................................................................3-1
3.2.1 - Average (or Normal) Year .................................................................................................3-2
3.2.2 - Single Dry Year.......................................................................................................................3-3
3.2.3 - Five Consecutive Dry-Year Reliability Assessment .................................................3-3
3.3 - Water Supply Management.................................................................................................................3-4 SECTION 4 - Conclusions ......................................................................................................................... 4-1 SECTION 5 - References ........................................................................................................................... 5-1 Appendices
Appendix A – Chapter 643, Statutes of 2001 (Senate Bill 610) Appendix B – City of Hanford, 2020 Urban Water Master Plan Appendix C – Multi-Use Development at Grangeville Blvd. and Centennial Dr. WSA – Consistency with DWR Guidelines
WSA for Mixed-Use Development. November 2023
City of Hanford Page ii
List of Figures
Figure 1-1 Regional Location .......................................................................................................................1-5 Figure 1-2 Project Site.....................................................................................................................................1-6 Figure 1-3 Project Location: Tulare Lake Hydrologic Region.........................................................1-8 Figure 1-4 Project Location: Tulare Lake Hydrologic Region.........................................................1-9 Figure 2-1 Tulare Lake Groundwater Basin Prioritization...............................................................2-6 List of Tables
Table 3-1 Normal Year Supply and Demand Comparison ................................................................3-2 Table 3-2 Single Dry Year Supply and Demand Comparison...........................................................3-3 Table 3-3 Five Consecutive Dry Years Supply and Demand Comparison...................................3-4 Table 3-3 Five Consecutive Dry Drought Supply and Demand Comparison .............................3-6
Introduction
WSA for Mixed-Use Development. November 2023
City of Hanford Page 1-3
SECTION 1 - INTRODUCTION
1.1 - Regulatory Requirement
Senate Bill 610 (Chapter 643, Statutes of 2001) amended State law, effective January 1, 2002, to improve the link between information on water supply availability and land use decisions made by cities and counties. The statute requires detailed information regarding water availability to be provided to city and county decision-makers prior to approval of specified large development projects which are subject to CEQA (the California Environmental Quality Act) approval. These include residential, commercial, and industrial uses. The statute also requires this detailed information to be included in the administrative record that serves as the evidentiary basis for an entitlement action by the city or county on such projects. The statute-required water supply assessment (WSA) must examine the availability and sufficiency of an identified water supply under normal year, single dry year, and multiple dry year conditions over a 20-year projection, accounting for the projected water demand of the Project in addition to other existing and planned future uses of the identified water supply.
The State Department of Water Resources “Guidebook for Implementation of Senate Bill 610 and Senate Bill 221 of 2001” (Guidebook) and the sample format presented in the Guidebook were used as guides in preparing this water supply assessment. Pertinent excerpts from the law stipulating requirements for water supply assessments precede Sections of this report.
The full text of Chapter 643, Statutes of 2001 (SB 610) is included in Appendix A.
1.2 - Project Description and Location
The Project is located on a 5-acre parcel identified by Assessor’s Parcel Number (APN) 009- 030-142, located northwest of the intersection of Grangeville Boulevard and Centennial Drive in Hanford, California. The parcel is currently vacant and has been subject to past disturbance, including grading (Figures 1-1 and 1-2).
The proposed Project consists of a new mixed-use development, including a 64-unit multifamily housing development and commercial development. The residential development will be located on the northern 3.75-acre of the project site, while the commercial development will be on the southern 1.25-acre portion of the site. The commercial portion of the Project would be developed in a separate phase and is anticipated to include a gas station and fast-food restaurant (Figure 1-3).
The proposed residential component includes eight buildings, three open space areas, nine carports, four trash enclosures, and other associated amenities throughout the site. The open spaces areas would include landscaping and walkways. The central open space area would feature a community pool, shade structures, picnic tables, and walkways. Sidewalks, crosswalks, and landscaping would be provided throughout the project site. The residential development would be gated and would feature masonry fencing along the project boundaries.
Introduction
WSA for Mixed-Use Development. November 2023
City of Hanford Page 1-4
Water for the proposed development would be supplied by the City of Hanford.
1.3 - Project Water Requirements and Setting
Water needed for construction and potable use by the construction crews will be obtained from the City of Hanford. The City obtains groundwater from the Tulare Lake Basin. The current water distribution system is adjacent to the project site. The construction process is estimated to take approximately 24 months. Construction water demands are estimated to be approximately 11.2 acre-feet, which is equivalent to approximately 3,650,000 gallons (~5,000 gpd).
Initial construction water usage will be in support of site preparation and grading activities.
During earthwork for grading of access road foundations, building foundations, and project components, the principal use of water would be for compaction and dust control. Smaller quantities would be required for preparation of the concrete required for foundations and other minor uses. After the earthwork activities, water usage will be used for dust suppression and normal construction water requirements that are associated with construction of the buildings, internal access roads, and revegetation.
The long-term average day operational water demand for the various production processes listed in Section 1.2 is approximately 6.94 million gallons per year or 24.77 acre-feet per year for the total build-out of the Project. This is based on using an average day water demand of 19,000 gallons per day. The average day demand was calculated based on 16 one-bedroom units, 36 two-bedroom units, and 12 three-bedroom units (64 total unit) for a total 124 bedrooms. Using the Department of Water Resources (DWR) indoor water use efficiency standard of 55 gallons per capita per day, the residential units would average 6,820 gallons per day. For the 1.25 acres of commercial development, an average water demand of 220 gallons per day/1,000 square feet were used for a total of 12,000 gallons per day. The total between the residential and commercial development is rounded to 19,000 gallons per day.
Figures 1-4 and 1-5 illustrate the location of the Project site within the Tulare Lake Hydrologic Region, Tulare Lake Groundwater Basin, and the borders of these water resource areas. Construction and operational water for the Project will be from sources pumping groundwater from this basin. The Tulare Lake Groundwater Basin does not have any adjudicated areas.
Introduction
WSA for Mixed-Use Development. November 2023
City of Hanford Page 1-5
Figure 1-1
Regional Location
Introduction
WSA for Mixed-Use Development. November 2023
City of Hanford Page 1-6
Figure 1-2
Project Site
Introduction
WSA for Mixed-Use Development. November 2023
City of Hanford Page 1-7
Figure 1-3
Project Site Plan
Introduction
WSA for Mixed-Use Development. November 2023
City of Hanford Page 1-8
Figure 1-4
Project Location: Tulare Lake Hydrologic Region
Introduction
WSA for Mixed-Use Development. November 2023
City of Hanford Page 1-9
Figure 1-5
Project Location: Tulare Lake Hydrologic Region
Water Resources/Water Supply
WSA for Mixed-Use Development. November 2023
City of Hanford Page 2-1
SECTION 2 - WATER RESOURCES/WATER SUPPLY
2.1 - Proposed Water Supply
The Project will be served by a public water system as required by Water Code section 10910(b). The purpose of the Water Supply Assessment is to determine “If the projected water demand associated with the proposed project was accounted for in the most recently adopted urban water management plan, the public water system may incorporate the requested information from the urban water management plan in preparing the elements of the assessment required to comply with subdivisions (d), (e), (f), and (g). If the projected water demand associated with the proposed project was not accounted for in the most recently adopted urban water management plan, or the public water system has no urban water management plan, the water supply assessment for the project shall include a discussion with regard to whether the public water system's total projected water supplies available during normal, single dry, and multiple dry water years during a 20-year projection will meet the projected water demand associated with the proposed project, in addition to the public water system's existing and planned future uses, including agricultural and manufacturing uses.” (SB610, Appendix A, Page 10)
The City of Hanford is required to adopt an Urban Water Management Plan (UWMP) since the City serves more than 3,000 connections. The 2020 UWMP will be used for this water supply assessment. The 2020 UWMP will be used to obtain the following:
“a discussion with regard to whether the public water system's total projected water supplies available during normal, single dry, and multiple dry water years during a 20-year projection will meet the projected water demand associated with the proposed project.”
In making the sufficiency determination, the public water system shall include an assessment of the following:
Water Code Section 10910
(a) Any city or county that determines that a project, as defined in Section 10912, is subject to the California Environmental Quality Act (Division 13 (commencing with Section 21000) of the Public Resources Code) under Section 21080 of the Public Resources Code shall comply with this part.
(b) The city or county, at the time that it determines whether an environmental impact report, a negative declaration, or a mitigated negative declaration is required for any project subject to the California Environmental Quality Act pursuant to Section 21080.1 of the Public Resources Code, shall identify any water system whose service area includes the project site and any water system adjacent to the project site that is, or may become as a result of supplying water to the project identified pursuant to this subdivision, a public water system, as defined in Section 10912, that may supply water for the project. If the city or county is not able to identify any public
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water system that may supply water for the project, the city or county shall prepare the water assessment required by this part after consulting with any entity serving domestic water supplies whose service area includes the project site, the local agency formation commission, and any public water system adjacent to the project site. (c) (1) The city or county, at the time it makes the determination required under Section 21080.1 of the Public Resources Code, shall request each public water system identified pursuant to subdivision (b) to determine whether the projected water demand associated with a proposed project was included as part of the most recently adopted urban water management plan adopted pursuant to Part 2.6 (commencing with Section 10610).
(2) If the projected water demand associated with the proposed project was accounted for in the most recently adopted urban water management plan, the public water system may incorporate the requested information from the urban water management plan in preparing the elements of the assessment required to comply with subdivisions (d), (e), (f), and (g).
(3) If the projected water demand associated with the proposed project was not accounted for in the most recently adopted urban water management plan, or the public water system has no urban water management plan, the water supply assessment for the project shall include a discussion with regard to whether the public water system’s total projected water supplies available during normal, single dry, and multiple dry water years during a 20-year projection will meet the projected water demand associated with the proposed project, in addition to the public water system’s existing and planned future uses, including agricultural and manufacturing uses.
(4) If the city or county is required to comply with this part pursuant to subdivision (b), the water supply assessment for the project shall include a discussion with regard to whether the total projected water supplies, determined to be available by the city or county for the project during normal, single dry, and multiple dry water years during a 20-year projection, will meet the projected water demand associated with the proposed project, in addition to existing and planned future uses, including agricultural and manufacturing uses.
The long-term average day operational water demand will be for the residential and commercial users and is anticipated to be approximately 6.94 million gallons per year or
24.77 acre-feet per year for the total build-out of the Project. This is based on using an average day water demand of 19,000 gallons per day.
It is assumed that the City of Hanford will supply water during construction and for the developed property via the wells and distribution system.
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2.2 - Hydrologic Region
The Water Supply Assessment evaluates the physical availability of and adequate groundwater supply, in all “water years” for a 20-year period.
This Assessment describes the relevant Hydrologic Region, and Basin, describes the principal water agency (City of Hanford) serving and regulating Basin water planning and surface water importation, and lists water sufficiency and planning documents regarding the Basin. Section 3 includes the latest (2020) City of Hanford projection of water availability (ground) for the Basin for a 20-year period under the normal, single dry and multiple dry year scenarios, as required by SB 610.
Water Code Section 10910
(f) If a water supply for a proposed project includes groundwater, the following additional information shall be included in the water assessment:
(1) A review of any information contained in the urban water management plan relevant to the identified water supply for the proposed project. (2)(A) A description of any groundwater basin or basins from which the proposed project will be supplied.
(B) For those basins for which a court or the board has adjudicated the rights to pump groundwater, a copy of the order or decree adopted by the court or the board and a description of the amount of groundwater the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), has the legal right to pump under the order or decree.
(C) For a basin that has not been adjudicated that is a basin designated as high- or medium-priority pursuant to Section 10722.4 , information regarding the following:
(i) Whether the department has identified the basin as being subject to critical conditions of overdraft pursuant to Section 12924 .
(ii) If a groundwater sustainability agency has adopted a groundwater sustainability plan or has an approved alternative, a copy of that alternative or plan. (D) For a basin that has not been adjudicated that is a basin designated as low- or very low priority pursuant to Section 10722.4 , information as to whether the department has identified the basin or basins as overdrafted or has projected that the basin will become overdrafted if present management conditions continue, in the most current bulletin of the department that characterizes the condition of the groundwater basin, and a detailed description by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), of the efforts being undertaken in the basin or basins to eliminate the long-term overdraft condition.
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2.2.1 - THE TULARE LAKE HYDROLOGIC REGION
The California Department of Water Resources, (DWR) has divided the State into 10 Hydrologic Regions. The Project site is located within the Tulare Lake Hydrologic Region in a Basin ranked as “high priority” in a statewide ranking of groundwater importance.
Additionally, the Basin is listed as being in “critical overdraft”. The Region encompasses approximately 16,800 square miles (see Figure 1-5).
2.2.2 - THE TULARE LAKE GROUNDWATER SUBBASIN
The project site is located above the Tulare Lake Hydrologic Region, for which the Kings County Water District (KCWD) is the principal groundwater management agency. This basin can further be divided into subbasins that help better define the aquifer below the city. These subbasins are interconnected and help filter, transmit, and store water. The subbasins that subdivide the San Joaquin Valley Groundwater Basin are the Kings, Kern County, Kaweah, Tulare Lake, Tule, Pleasant Valley, and Westside groundwater basin. The Tulare Lake subbasin is the specific groundwater subbasin in which the project resides and has a surface area of approximately 524,000 acres (see Figure 2-1 – Basin 5-22.12). It is bounded to the north by the Kings Groundwater Basin, to the south by the Kings-Kern County line, to the east by the Westside groundwater basin, and to the west by the California Aqueduct; the subbasin has a surface area of approximately 818 square miles.
The Tulare Lake Groundwater Subbasin is not an adjudicated groundwater basin. In characterizing the groundwater budget, the DWR has classified the subbasin as Type B, which means that enough data is available to estimate groundwater extraction to meet local needs, but not enough data is available to characterize the groundwater budget. Well yields in the Tulare Lake subbasin average between 300 and 1,000 gallons per minute (gpm), with a maximum of 3,000 gpm.
As of 1995, the DWR estimated the total water storage of the subbasin using an estimated specific yield of 8.5 percent and water levels collected by the DWR as well as other cooperators. Based on these calculations, the DWR estimates the total storage capacity of the subbasin to be 17,100,000 AF to a depth of 300 ft and 82,500,000 AF to the base of fresh groundwater.
The 2003 DWR Bulletin 118 describes the subbasin water level as declining from 1970 to 2000, with fluctuation in the intervening years. Fluctuations can range from a general increase of 24 feet to decrease of up to 23 feet, with an average decline of 17 feet. According to the DWR, fluctuations are most significant in the lakebed area of the subbasin, with the area experiencing some of the steepest decreases and increases in water levels.
According to 2020 Tulare Lake Groundwater Sustainability Plan, GSAs estimate the total annual change in storage in the Subbasin storage ranged from -392,280 AF (2015) to 361,230 AF (2011) and averaged approximately -85, 690 AF per year during the 1990-2016 period. Municipal pumping was assumed to increase slowly from about 25,060 AF (2017) to about 30,160 AF (2070).
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Groundwater in the Basin is used for all water supply for the City of Hanford. The City of Hanford participates with the Mid-Kings Rivers Groundwater Sustainability Agency (GSA).
2.3 - City of Hanford – 2020 UWMP
The proposed water for the project is located within the City of Hanford. As such, the City of Hanford has detailed information regarding groundwater in the area.
The City of Hanford has a service population of approximately 61,326 people. In 2020, approximately 11,714 acre-feet of water was delivered to an estimated 17,965 water service connections of which approximately 68 percent of the water use is for residential services.
The remainder is for institutional, commercial, and industrial uses.
The City currently utilizes local groundwater as its sole source of water supply. Groundwater is extracted by fourteen active production wells located within the City’s sphere of influence.
In addition to production wells, the City has three water storage tanks.
The 2020 UWMP took into account the future water demand from the proposed Project since it is within the City boundary.
The Planning Documents
The following documents were essential to the development of this report:
• City of Hanford, 2020 Urban Water Management Plan, October 2021 • Tulare Lake Subbasin Groundwater Sustainability Plan (GSP), January 2020 • Department of Water Resources Bulletin 118
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Figure 2-1
Tulare Lake Groundwater Basin Prioritization
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SECTION 3 - WATER SUPPLY SUFFICIENCY
Water Code Section 10910, Section 4.5
…(C)(3) If the projected water demand associated with the proposed project was not accounted for in the most recently adopted urban water management plan, or the public water system has no urban water management plan, the water supply assessment for the project shall include a discussion with regard to whether the public water system’s total projected water supplies available during normal, single, dry, and multiple dry water years during a 20-year projection will meet the projected water demand associated with the proposed project, in addition to the public water system’s existing and planned future uses, including agricultural and manufacturing uses.
The sufficiency of the Project water supply is analyzed on two bases: the physical availability of the City to provide water in the amounts required for Project construction and operation; and the estimates (in the 2020 City of Hanford, Urban Water Management Plan) of normal water years, single dry water year and multiple dry water years, water supply and demandrelated water availability with respect to projected water demand during a 20-year projection. The City of Hanford is a participant of the Tulare Lake Subbasin Groundwater Sustainability Plans (GSP) that was developed in January 2020. The 2020 Urban Water Management Plan is following the Tulare Lake Subbasin GSP.
3.1 - Physical Availability
The information regarding the physical availability of water at and near to the Project site supports the conclusion that the groundwater aquifer pumping history are sufficient for both Project construction and Project operation and that there will be sufficient water to serve project needs for 20 years under the water scenarios described below.
3.2 - The 2020 City of Hanford, Urban Water Management Plan – Water Years Adequacy Projections
The following text excerpted from the Urban Water Management Plan illustrates the total groundwater resources available to the City of Hanford, and the projected usage demand on such supplies through 2040. The following text extract from Page 7-7, Section 7.3 of the 2020 UWMP explains the City water supply adequacy.
Historical production records indicate that during drought water years, water demands during the single dry and multiple dry periods vary from the normal year baseline. Figure 7-1 documents historical per capita water use between 1984 and 2020 and summarizes the City’s historical response to periods of dry weather. 1987 is shown as the first year of the multiple dry water year period and reflects the significant variation between the annual per capita water use and the historical trend; in 1987, the per capita water use was approximately 10.6% above the historical trend.
While this year remains the significant deviation between annual per capita water use
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and the historical trend, 2013 is another year of significant deviation. During California’s recent drought, the City’s per capita water use was approximately 11.6% above the historical trend.
While the magnitude of the current drought is similar to that of the 1987 water year, increased water conservation measures put in place by the City have resulted in lower per capita water use.
In order to account for demand variation during drought water years, the projected water demands during the single dry and multiple dry water years (Table 7-3 and Table 7-4) are increased by a factor that reflects the greatest deviation (11.6% in 2013) of per capita water use from the historical trend.
The City’s DRA is summarized at the beginning of the following page in Table 7-5.
Using assumptions for available supplies consistent with previous planning efforts, and accounting for an unconstrained demand condition, the DRA shows that the City will be able to meet projected water demands under a 5-consecutive-year drought starting in 2021. At this point in time no water shortage declarations or shortage response actions are required to be implemented.
The following tables from the 2020 City of Hanford Urban Water Master Plan show the supply and demand comparisons for a normal year, single dry year, and five consecutive dry years.
3.2.1 - AVERAGE (OR NORMAL) YEAR
Normal year supply and demand projections and differences are presented in Table 3-1 (UWMP Table 7-2, Page 7-6).
Table 3-1
Normal Year Supply and Demand Comparison
As shown in Table 3-1, future water supplies are anticipated to be met.
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3.2.2 - SINGLE DRY YEAR
Projected supplies were compared to the increased demands for a single dry year and are presented in Table 3-2 (UWMP Table 7-3, Page 7-6).
Table 3-2
Single Dry Year Supply and Demand Comparison
As shown in Table 3-2, anticipated groundwater supplies are enough to meet all demands through the year 2045 even under single year drought conditions.
3.2.3 - FIVE CONSECUTIVE DRY-YEAR RELIABILITY ASSESSMENT Projected supplies were compared to the increased demands for five-consecutive dry-year scenarios and are presented in Table 3-3 (UWMP Table 7-4, Page 7-7).
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Table 3-3
Five Consecutive Dry Years Supply and Demand Comparison
As shown in Table 3-3, anticipated groundwater supplies are sufficient to meet all demands through the year 2045 even under multiple dry year drought conditions.
The long-term operational water demand for the various production processes listed in Section 1.2 is approximately 6.94 million gallons per year or 24.77 acre-feet per year for the total build-out of the Project. This is based on using an average day water demand of 19,000 gallons per day.
The City has a projected 538 acre-feet of available water when looking at the fifth dry year based on 2045 projections (Table 3-3). The Project's long-term operational water demand is 0.78 percent (24.77 acre-feet/3,180 acre-feet) of the available water supply in the City.
The increased water demand for the project could be supplied by City of Hanford as shown in Table 3-3.
The tables and accompanying text indicate that the responsible water agency for the Project area has taken appropriate steps to assure that the total water supply for the service area will be adequate.
3.3 - Water Supply Management
The City of Hanford uses groundwater from the Mid-Kings Rivers Groundwater Sustainability Agency (GSA) to meet customer demands. Kings County Water District
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(KCWD) operates numerous recharge basins in the area using water obtained from the Kings River and Kaweah and St. John’s Rivers. Department of Water Resources has defined the Tulare Lake Basin as a critically over-drafted basin. In accordance with the Sustainable Groundwater Management Act, the Mid-Kings Rivers Groundwater Sustainability Agency has developed a Groundwater Sustainability Plan (GSP). The GSP outlines criteria to evaluate groundwater conditions and projects to reach sustainability within the basin by 2040.
In order to reduce the burden on groundwater resources during periods of prolonged drought, the City has developed a Water Shortage Contingency Plan that can be implemented to prevent and prohibit the wasting of water while also encouraging the community to conserve.
The City’s supply reliability is dependent on the rate of available recharge for the groundwater subbasins beneath the City. KCWD imports raw water for the purpose of recharging the groundwater subbasins they manage, which includes the Tulare Lake subbasin. During periods of drought, the imported water supplies available to KCWD can be reduced or not provided at all, which would reduce the amount of recharge available to the groundwater basins. In periods of water shortage, KCWD works closely with the water suppliers extracting water from groundwater subbasins they manage in order to minimize overdraft and subsidence. Typically, when KCWD identifies a risk to regional supply reliability, they call for urban water suppliers to reduce their water use through voluntary and mandatory water conservation measures.
Additionally, during a drought, KCWD anticipates the City to use groundwater reserves.
Historical groundwater monitoring by KCWD in the Tulare Lake subbasin also indicates stable groundwater conditions during multiple-year droughts. Through KCWD’s implementation of conjunctive use programs, the Tulare Lake groundwater subbasin has historically experienced well managed levels. As a result of this management, the Tulare Lake subbasin is considered a reliable source of supply during water shortages. While pumping may exceed recharge during a drought, basin management practices have prevented long-term adverse conditions.
The DRA water demand and supply comparisons are documented in Table 3-4, which assumes that the available groundwater supplies are equal to the projected unconstrained demand through 2025 should a five-year drought occur.
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Table 3-4
Five Consecutive Dry Drought Supply and Demand Comparison
Conclusions
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SECTION 4 - CONCLUSIONS
This Water Supply Assessment has provided the data and analysis needed to verify that a sufficient Project water supply is physically available (Section 3.1) and that the Project water supply is in accord with SB 610’s normal year/dry year/multiple dry year requirements, sufficient (Section 3.2).
It is recommended that the City of Hanford conclude that the proposed water supplies be found enough to meet the projected Project water demands.
References
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SECTION 5 - REFERENCES
2003. Guidebook for Implementation of Senate Bill 610 and Senate Bill 221 of 2001. (online): http://www.water.ca.gov/pubs/use/sb_610_sb_221_guidebook/guidebook.pdf.
Accessed February 1, 2021
California Department of Water Resources (DWR). 2015. California’s Groundwater Bulletin 118.135 p.
City of Hanford, 2020 Urban Water Management Plan
Tulare Lake Subbasin Groundwater Sustainability Plan (GSP), January 2020
APPENDIX A
CHAPTER 643, STATUTES OF 2001 (SENATE BILL 610)
Senate Bill No. 610
CHAPTER 643
An act to amend Section 21151.9 of the Public Resources Code, and to amend Sections 10631, 10656, 10910, 10911, 10912, and 10915 of, to repeal Section 10913 of, and to add and repeal Section 10657 of, the Water Code, relating to water. [ Filed with Secretary of State October 09, 2001.Approved by Governor October 09, 2001. ]
LEGISLATIVE COUNSEL'S DIGEST
SB 610, Costa. Water supply planning.
(1) Existing law requires every urban water supplier to identify, as part of its urban water management plan, the existing and planned sources of water available to the supplier over a prescribed 5-year period. Existing law prohibits an urban water supplier that fails to prepare or submit its urban water management plan to the Department of Water Resources from receiving drought assistance from the state until the plan is submitted.
This bill would require additional information to be included as part of an urban water management plan if groundwater is identified as a source of water available to the supplier. The bill would require an urban water supplier to include in the plan a description of all water supply projects and programs that may be undertaken to meet total projected water use. The bill would prohibit an urban water supplier that fails to prepare or submit the plan to the department from receiving funding made available from specified bond acts until the plan is submitted. The bill, until January 1, 2006, would require the department to take into consideration whether the urban water supplier has submitted an updated plan, as specified, in determining eligibility for funds made available pursuant to any program administered by the department.
(2) Existing law, under certain circumstances, requires a city or county that determines an environmental impact report is required in connection with a project, as defined, to request each public water system that may supply water for the project to assess, among other things, whether its total projected water supplies will meet the projected water demand associated with the proposed project. Existing law requires the public water system to submit the assessment to the city or county not later than 30 days from the date on which the request was received and, in the absence of the submittal of an assessment, provides that it shall be assumed that the public water system has no information to submit. Existing law makes legislative findings and declarations concerning “Proposition C,” a measure approved by the voters of San Diego County relating to regional growth management, and provides that the procedures established by a specified review board established in connection with that measure are deemed to comply with the requirements described above relating to water supply planning by a city or county.
This bill would revise those provisions. The bill, instead, would require a city or county that determines a project is subject to the California Environmental Quality Act to identify any public water system that may supply water for the project and to request those public water systems to
prepare a specified water supply assessment, except as otherwise specified. The bill would require the assessment to include, among other information, an identification of existing water supply entitlements, water rights, or water service contracts relevant to the identified water supply for the proposed project and water received in prior years pursuant to those entitlements, rights, and contracts. The bill would require the city or county, if it is not able to identify any public water system that may supply water for the project, to prepare the water supply assessment after a prescribed consultation. The bill would revise the definition of “project,” for the purposes of these provisions, and make related changes.
The bill would prescribe a timeframe within which a public water system is required to submit the assessment to the city or county and would authorize the city or county to seek a writ of mandamus to compel the public water system to comply with requirements relating to the submission of the assessment.
The bill would require the public water system, or the city or county, as applicable, if that entity concludes that water supplies are, or will be, insufficient, to submit the plans for acquiring additional water supplies.
The bill would require the city or county to include the water supply assessment and certain other information in any environmental document prepared for the project pursuant to the act. By establishing duties for counties and cities, the bill would impose a state-mandated local program.
The bill would provide that the County of San Diego is deemed to comply with these water supply planning requirements if the Office of Planning and Research determines that certain requirements have been met in connection with the implementation of “Proposition C.” (3) The bill would incorporate additional changes in Section 10631 of the Water Code proposed by AB 901, to be operative only if this bill and AB 901 are enacted and become effective on or before January 1, 2002, each bill amends Section 10631 of the Water Code, and this bill is enacted last. (4) The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.
This bill would provide that no reimbursement is required by this act for a specified reason.
DIGEST KEY
BILL TEXT
THE PEOPLE OF THE STATE OF CALIFORNIA DO ENACT AS
FOLLOWS:
SECTION 1.
(a) The Legislature finds and declares all of the following:
(1) The length and severity of droughts in California cannot be predicted with any accuracy. (2) There are various factors that affect the ability to ensure that adequate water supplies are available to meet all of California’s water demands, now and in the future. (3) Because of these factors, it is not possible to guarantee a permanent water supply for all water users in California in the amounts requested.
(4) Therefore, it is critical that California’s water agencies carefully assess the reliability of their water supply and delivery systems.
(5) Furthermore, California’s overall water delivery system has become less reliable over the last 20 years because demand for water has continued to grow while new supplies have not been developed in amounts sufficient to meet the increased demand.
(6) There are a variety of measures for developing new water supplies including water reclamation, water conservation, conjunctive use, water transfers, seawater desalination, and surface water and groundwater storage.
(7) With increasing frequency, California’s water agencies are required to impose water rationing on their residential and business customers during this state’s frequent and severe periods of drought. (8) The identification and development of water supplies needed during multiple-year droughts is vital to California’s business climate, as well as to the health of the agricultural industry, environment, rural communities, and residents who continue to face the possibility of severe water cutbacks during water shortage periods.
(9) A recent study indicates that the water supply and land use planning linkage, established by Part
2.10 (commencing with Section 10910) of Division 6 of the Water Code, has not been implemented in a manner that ensures the appropriate level of communication between water agencies and planning agencies, and this act is intended to remedy that deficiency in communication. (b) It is the intent of the Legislature to strengthen the process pursuant to which local agencies determine the adequacy of existing and planned future water supplies to meet existing and planned future demands on those water supplies.
SEC. 2.
Section 21151.9 of the Public Resources Code is amended to read:
21151.9.
Whenever a city or county determines that a project, as defined in Section 10912 of the Water Code, is subject to this division, it shall comply with Part 2.10 (commencing with Section 10910) of Division 6 of the Water Code.
SEC. 3.
Section 10631 of the Water Code is amended to read:
10631.
A plan shall be adopted in accordance with this chapter and shall do all of the following:
(a) Describe the service area of the supplier, including current and projected population, climate, and other demographic factors affecting the supplier’s water management planning. The projected population estimates shall be based upon data from the state, regional, or local service agency population projections within the service area of the urban water supplier and shall be in five-year increments to 20 years or as far as data is available.
(b) Identify and quantify, to the extent practicable, the existing and planned sources of water available to the supplier over the same five-year increments as described in subdivision (a). If groundwater is identified as an existing or planned source of water available to the supplier, all of the following information shall be included in the plan:
(1) A copy of any groundwater management plan adopted by the urban water supplier, including plans adopted pursuant to Part 2.75 (commencing with Section 10750), or any other specific authorization for groundwater management.
(2) A description of any groundwater basin or basins from which the urban water supplier pumps groundwater. For those basins for which a court or the board has adjudicated the rights to pump groundwater, a copy of the order or decree adopted by the court or the board and a description of the amount of groundwater the urban water supplier has the legal right to pump under the order or decree. For basins that have not been adjudicated, information as to whether the department has identified the basin or basins as overdrafted or has projected that the basin will become overdrafted if present management conditions continue, in the most current official departmental bulletin that characterizes the condition of the groundwater basin, and a detailed description of the efforts being undertaken by the urban water supplier to eliminate the long-term overdraft condition. (3) A detailed description and analysis of the amount and location of groundwater pumped by the urban water supplier for the past five years. The description and analysis shall be based on information that is reasonably available, including, but not limited to, historic use records. (4) A detailed description and analysis of the location, amount, and sufficiency of groundwater that is projected to be pumped by the urban water supplier. The description and analysis shall be based on information that is reasonably available, including, but not limited to, historic use records. (c) Describe the reliability of the water supply and vulnerability to seasonal or climatic shortage, to the extent practicable, and provide data for each of the following:
(1) An average water year.
(2) A single dry water year.
(3) Multiple dry water years.
For any water source that may not be available at a consistent level of use, given specific legal, environmental, water quality, or climatic factors, describe plans to replace that source with alternative sources or water demand management measures, to the extent practicable. (d) Describe the opportunities for exchanges or transfers of water on a short-term or long-term basis. (e) (1) Quantify, to the extent records are available, past and current water use, over the same fiveyear increments described in subdivision (a), and projected water use, identifying the uses among water use sectors, including, but not necessarily limited to, all of the following uses:
(A) Single-family residential.
(B) Multifamily.
(C) Commercial.
(D) Industrial.
(E) Institutional and governmental.
(F) Landscape.
(G) Sales to other agencies.
(H) Saline water intrusion barriers, groundwater recharge, or conjunctive use, or any combination thereof.
(I) Agricultural.
(2) The water use projections shall be in the same five-year increments as described in subdivision (a).
(f) Provide a description of the supplier’s water demand management measures. This description shall include all of the following:
(1) A description of each water demand management measure that is currently being implemented, or scheduled for implementation, including the steps necessary to implement any proposed measures, including, but not limited to, all of the following:
(A) Water survey programs for single-family residential and multifamily residential customers. (B) Residential plumbing retrofit.
(C) System water audits, leak detection, and repair.
(D) Metering with commodity rates for all new connections and retrofit of existing connections. (E) Large landscape conservation programs and incentives. (F) High-efficiency washing machine rebate programs.
(G) Public information programs.
(H) School education programs.
(I) Conservation programs for commercial, industrial, and institutional accounts. (J) Wholesale agency programs.
(K) Conservation pricing.
(L) Water conservation coordinator.
(M) Water waste prohibition.
(N) Residential ultra-low-flush toilet replacement programs. (2) A schedule of implementation for all water demand management measures proposed or described in the plan.
(3) A description of the methods, if any, that the supplier will use to evaluate the effectiveness of water demand management measures implemented or described under the plan. (4) An estimate, if available, of existing conservation savings on water use within the supplier’s service area, and the effect of such savings on the supplier’s ability to further reduce demand. (g) An evaluation of each water demand management measure listed in paragraph (1) of subdivision (f) that is not currently being implemented or scheduled for implementation. In the course of the evaluation, first consideration shall be given to water demand management measures, or combination of measures, that offer lower incremental costs than expanded or additional water supplies. This evaluation shall do all of the following:
(1) Take into account economic and noneconomic factors, including environmental, social, health, customer impact, and technological factors.
(2) Include a cost-benefit analysis, identifying total benefits and total costs. (3) Include a description of funding available to implement any planned water supply project that would provide water at a higher unit cost.
(4) Include a description of the water supplier’s legal authority to implement the measure and efforts to work with other relevant agencies to ensure the implementation of the measure and to share the cost of implementation.
(h) Include a description of all water supply projects and water supply programs that may be undertaken by the urban water supplier to meet the total projected water use as established pursuant to subdivision (a) of Section 10635. The urban water supplier shall include a detailed description of expected future projects and programs, other than the demand management programs identified pursuant to paragraph (1) of subdivision (f), that the urban water supplier may implement to increase the amount of the water supply available to the urban water supplier in average, single dry, and multiple dry water years. The description shall identify specific projects and include a description of the increase in water supply that is expected to be available from each project. The description shall include an estimate with regard to the implementation timeline for each project or program.
(i) Urban water suppliers that are members of the California Urban Water Conservation Council and submit annual reports to that council in accordance with the “Memorandum of Understanding Regarding Urban Water Conservation in California,” dated September 1991, may submit the annual reports identifying water demand management measures currently being implemented, or scheduled for implementation, to satisfy the requirements of subdivisions (f) and (g).
SEC. 3.5.
Section 10631 of the Water Code is amended to read:
10631.
A plan shall be adopted in accordance with this chapter and shall do all of the following:
(a) Describe the service area of the supplier, including current and projected population, climate, and other demographic factors affecting the supplier’s water management planning. The projected population estimates shall be based upon data from the state, regional, or local service agency population projections within the service area of the urban water supplier and shall be in five-year increments to 20 years or as far as data is available.
(b) Identify and quantify, to the extent practicable, the existing and planned sources of water available to the supplier over the same five-year increments as described in subdivision (a). If groundwater is identified as an existing or planned source of water available to the supplier, all of the following information shall be included in the plan:
(1) A copy of any groundwater management plan adopted by the urban water supplier, including plans adopted pursuant to Part 2.75 (commencing with Section 10750), or any other specific authorization for groundwater management.
(2) A description of any groundwater basin or basins from which the urban water supplier pumps groundwater. For those basins for which a court or the board has adjudicated the rights to pump groundwater, a copy of the order or decree adopted by the court or the board and a description of the amount of groundwater the urban water supplier has the legal right to pump under the order or decree. For basins that have not been adjudicated, information as to whether the department has identified the basin or basins as overdrafted or has projected that the basin will become overdrafted if present management conditions continue, in the most current official departmental bulletin that
characterizes the condition of the groundwater basin, and a detailed description of the efforts being undertaken by the urban water supplier to eliminate the long-term overdraft condition. (3) A detailed description and analysis of the location, amount, and sufficiency of groundwater pumped by the urban water supplier for the past five years. The description and analysis shall be based on information that is reasonably available, including, but not limited to, historic use records. (4) A detailed description and analysis of the amount and location of groundwater that is projected to be pumped by the urban water supplier. The description and analysis shall be based on information that is reasonably available, including, but not limited to, historic use records. (c) Describe the reliability of the water supply and vulnerability to seasonal or climatic shortage, to the extent practicable, and provide data for each of the following:
(1) An average water year.
(2) A single dry water year.
(3) Multiple dry water years.
For any water source that may not be available at a consistent level of use, given specific legal, environmental, water quality, or climatic factors, describe plans to supplement or replace that source with alternative sources or water demand management measures, to the extent practicable. (d) Describe the opportunities for exchanges or transfers of water on a short-term or long-term basis. (e) (1) Quantify, to the extent records are available, past and current water use, over the same fiveyear increments described in subdivision (a), and projected water use, identifying the uses among water use sectors, including, but not necessarily limited to, all of the following uses:
(A) Single-family residential.
(B) Multifamily.
(C) Commercial.
(D) Industrial.
(E) Institutional and governmental.
(F) Landscape.
(G) Sales to other agencies.
(H) Saline water intrusion barriers, groundwater recharge, or conjunctive use, or any combination thereof.
(I) Agricultural.
(2) The water use projections shall be in the same five-year increments as described in subdivision (a).
(f) Provide a description of the supplier’s water demand management measures. This description shall include all of the following:
(1) A description of each water demand management measure that is currently being implemented, or scheduled for implementation, including the steps necessary to implement any proposed measures, including, but not limited to, all of the following:
(A) Water survey programs for single-family residential and multifamily residential customers. (B) Residential plumbing retrofit.
(C) System water audits, leak detection, and repair.
(D) Metering with commodity rates for all new connections and retrofit of existing connections. (E) Large landscape conservation programs and incentives. (F) High-efficiency washing machine rebate programs.
(G) Public information programs.
(H) School education programs.
(I) Conservation programs for commercial, industrial, and institutional accounts. (J) Wholesale agency programs.
(K) Conservation pricing.
(L) Water conservation coordinator.
(M) Water waste prohibition.
(N) Residential ultra-low-flush toilet replacement programs. (2) A schedule of implementation for all water demand management measures proposed or described in the plan.
(3) A description of the methods, if any, that the supplier will use to evaluate the effectiveness of water demand management measures implemented or described under the plan. (4) An estimate, if available, of existing conservation savings on water use within the supplier’s service area, and the effect of the savings on the supplier’s ability to further reduce demand. (g) An evaluation of each water demand management measure listed in paragraph (1) of subdivision (f) that is not currently being implemented or scheduled for implementation. In the course of the evaluation, first consideration shall be given to water demand management measures, or combination of measures, that offer lower incremental costs than expanded or additional water supplies. This evaluation shall do all of the following:
(1) Take into account economic and noneconomic factors, including environmental, social, health, customer impact, and technological factors.
(2) Include a cost-benefit analysis, identifying total benefits and total costs. (3) Include a description of funding available to implement any planned water supply project that would provide water at a higher unit cost.
(4) Include a description of the water supplier’s legal authority to implement the measure and efforts to work with other relevant agencies to ensure the implementation of the measure and to share the cost of implementation.
(h) Include a description of all water supply projects and water supply programs that may be undertaken by the urban water supplier to meet the total projected water use as established pursuant to subdivision (a) of Section 10635. The urban water supplier shall include a detailed
description of expected future projects and programs, other than the demand management programs identified pursuant to paragraph (1) of subdivision (f), that the urban water supplier may implement to increase the amount of the water supply available to the urban water supplier in average, single dry, and multiple dry water years. The description shall identify specific projects and include a description of the increase in water supply that is expected to be available from each project. The description shall include an estimate with regard to the implementation timeline for each project or program.
(i) Urban water suppliers that are members of the California Urban Water Conservation Council and submit annual reports to that council in accordance with the “Memorandum of Understanding Regarding Urban Water Conservation in California,” dated September 1991, may submit the annual reports identifying water demand management measures currently being implemented, or scheduled for implementation, to satisfy the requirements of subdivisions (f) and (g).
SEC. 4.
Section 10656 of the Water Code is amended to read:
10656.
An urban water supplier that does not prepare, adopt, and submit its urban water management plan to the department in accordance with this part, is ineligible to receive funding pursuant to Division 24 (commencing with Section 78500) or Division 26 (commencing with Section 79000), or receive drought assistance from the state until the urban water management plan is submitted pursuant to this article.
SEC. 4.3.
Section 10657 is added to the Water Code, to read:
10657.
(a) The department shall take into consideration whether the urban water supplier has submitted an updated urban water management plan that is consistent with Section 10631, as amended by the act that adds this section, in determining whether the urban water supplier is eligible for funds made available pursuant to any program administered by the department. (b) This section shall remain in effect only until January 1, 2006, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2006, deletes or extends that date.
SEC. 4.5.
Section 10910 of the Water Code is amended to read:
10910.
(a) Any city or county that determines that a project, as defined in Section 10912, is subject to the California Environmental Quality Act (Division 13 (commencing with Section 21000) of the Public Resources Code) under Section 21080 of the Public Resources Code shall comply with this part. (b) The city or county, at the time that it determines whether an environmental impact report, a negative declaration, or a mitigated negative declaration is required for any project subject to the California Environmental Quality Act pursuant to Section 21080.1 of the Public Resources Code, shall identify any water system that is, or may become as a result of supplying water to the project identified pursuant to this subdivision, a public water system, as defined in Section 10912, that may supply water for the project. If the city or county is not able to identify any public water system that may supply water for the project, the city or county shall prepare the water assessment required by this part after consulting with any entity serving domestic water supplies whose service area includes the project site, the local agency formation commission, and any public water system adjacent to the project site.
(c) (1) The city or county, at the time it makes the determination required under Section 21080.1 of the Public Resources Code, shall request each public water system identified pursuant to subdivision (b) to determine whether the projected water demand associated with a proposed project was included as part of the most recently adopted urban water management plan adopted pursuant to Part 2.6 (commencing with Section 10610).
(2) If the projected water demand associated with the proposed project was accounted for in the most recently adopted urban water management plan, the public water system may incorporate the requested information from the urban water management plan in preparing the elements of the assessment required to comply with subdivisions (d), (e), (f), and (g). (3) If the projected water demand associated with the proposed project was not accounted for in the most recently adopted urban water management plan, or the public water system has no urban water management plan, the water supply assessment for the project shall include a discussion with regard to whether the public water system’s total projected water supplies available during normal, single dry, and multiple dry water years during a 20-year projection will meet the projected water demand associated with the proposed project, in addition to the public water system’s existing and planned future uses, including agricultural and manufacturing uses. (4) If the city or county is required to comply with this part pursuant to subdivision (b), the water supply assessment for the project shall include a discussion with regard to whether the total projected water supplies, determined to be available by the city or county for the project during normal, single dry, and multiple dry water years during a 20-year projection, will meet the projected water demand associated with the proposed project, in addition to existing and planned future uses, including agricultural and manufacturing uses.
(d) (1) The assessment required by this section shall include an identification of any existing water supply entitlements, water rights, or water service contracts relevant to the identified water supply for the proposed project, and a description of the quantities of water received in prior years by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), under the existing water supply entitlements, water rights, or water service contracts.
(2) An identification of existing water supply entitlements, water rights, or water service contracts held by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), shall be demonstrated by providing information related to all of the following:
(A) Written contracts or other proof of entitlement to an identified water supply. (B) Copies of a capital outlay program for financing the delivery of a water supply that has been adopted by the public water system.
(C) Federal, state, and local permits for construction of necessary infrastructure associated with delivering the water supply.
(D) Any necessary regulatory approvals that are required in order to be able to convey or deliver the water supply.
(e) If no water has been received in prior years by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), under the existing water supply entitlements, water rights, or water service contracts, the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), shall also include in its water supply assessment pursuant to subdivision (c), an identification of the other public water
systems or water service contractholders that receive a water supply or have existing water supply entitlements, water rights, or water service contracts, to the same source of water as the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), has identified as a source of water supply within its water supply assessments. (f) If a water supply for a proposed project includes groundwater, the following additional information shall be included in the water supply assessment:
(1) A review of any information contained in the urban water management plan relevant to the identified water supply for the proposed project.
(2) A description of any groundwater basin or basins from which the proposed project will be supplied. For those basins for which a court or the board has adjudicated the rights to pump groundwater, a copy of the order or decree adopted by the court or the board and a description of the amount of groundwater the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), has the legal right to pump under the order or decree. For basins that have not been adjudicated, information as to whether the department has identified the basin or basins as overdrafted or has projected that the basin will become overdrafted if present management conditions continue, in the most current bulletin of the department that characterizes the condition of the groundwater basin, and a detailed description by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), of the efforts being undertaken in the basin or basins to eliminate the long-term overdraft condition. (3) A detailed description and analysis of the amount and location of groundwater pumped by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), for the past five years from any groundwater basin from which the proposed project will be supplied. The description and analysis shall be based on information that is reasonably available, including, but not limited to, historic use records. (4) A detailed description and analysis of the amount and location of groundwater that is projected to be pumped by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), from any basin from which the proposed project will be supplied. The description and analysis shall be based on information that is reasonably available, including, but not limited to, historic use records.
(5) An analysis of the sufficiency of the groundwater from the basin or basins from which the proposed project will be supplied to meet the projected water demand associated with the proposed project. A water supply assessment shall not be required to include the information required by this paragraph if the public water system determines, as part of the review required by paragraph (1), that the sufficiency of groundwater necessary to meet the initial and projected water demand associated with the project was addressed in the description and analysis required by paragraph (4) of subdivision (b) of Section 10631.
(g) (1) Subject to paragraph (2), the governing body of each public water system shall submit the assessment to the city or county not later than 90 days from the date on which the request was received. The governing body of each public water system, or the city or county if either is required to comply with this act pursuant to subdivision (b), shall approve the assessment prepared pursuant to this section at a regular or special meeting.
(2) Prior to the expiration of the 90-day period, if the public water system intends to request an extension of time to prepare and adopt the assessment, the public water system shall meet with the city or county to request an extension of time, which shall not exceed 30 days, to prepare and adopt the assessment.
(3) If the public water system fails to request an extension of time, or fails to submit the assessment notwithstanding the extension of time granted pursuant to paragraph (2), the city or county may seek a writ of mandamus to compel the governing body of the public water system to comply with the requirements of this part relating to the submission of the water supply assessment. (h) Notwithstanding any other provision of this part, if a project has been the subject of a water supply assessment that complies with the requirements of this part, no additional water supply assessment shall be required for subsequent projects that were part of a larger project for which a water supply assessment was completed and that has complied with the requirements of this part and for which the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), has concluded that its water supplies are sufficient to meet the projected water demand associated with the proposed project, in addition to the existing and planned future uses, including, but not limited to, agricultural and industrial uses, unless one or more of the following changes occurs:
(1) Changes in the project that result in a substantial increase in water demand for the project. (2) Changes in the circumstances or conditions substantially affecting the ability of the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), to provide a sufficient supply of water for the project. (3) Significant new information becomes available which was not known and could not have been known at the time when the assessment was prepared.
SEC. 5.
Section 10911 of the Water Code is amended to read:
10911.
(a) If, as a result of its assessment, the public water system concludes that its water supplies are, or will be, insufficient, the public water system shall provide to the city or county its plans for acquiring additional water supplies, setting forth the measures that are being undertaken to acquire and develop those water supplies. If the city or county, if either is required to comply with this part pursuant to subdivision (b), concludes as a result of its assessment, that water supplies are, or will be, insufficient, the city or county shall include in its water supply assessment its plans for acquiring additional water supplies, setting forth the measures that are being undertaken to acquire and develop those water supplies. Those plans may include, but are not limited to, information concerning all of the following:
(1) The estimated total costs, and the proposed method of financing the costs, associated with acquiring the additional water supplies.
(2) All federal, state, and local permits, approvals, or entitlements that are anticipated to be required in order to acquire and develop the additional water supplies. (3) Based on the considerations set forth in paragraphs (1) and (2), the estimated timeframes within which the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), expects to be able to acquire additional water supplies. (b) The city or county shall include the water supply assessment provided pursuant to Section 10910, and any information provided pursuant to subdivision (a), in any environmental document prepared for the project pursuant to Division 13 (commencing with Section 21000) of the Public Resources Code.
(c) The city or county may include in any environmental document an evaluation of any information included in that environmental document provided pursuant to subdivision (b). The city or county shall determine, based on the entire record, whether projected water supplies will be sufficient to satisfy the demands of the project, in addition to existing and planned future uses. If the city or county determines that water supplies will not be sufficient, the city or county shall include that determination in its findings for the project.
SEC. 6.
Section 10912 of the Water Code is amended to read:
10912.
For the purposes of this part, the following terms have the following meanings:
(a) “Project” means any of the following:
(1) A proposed residential development of more than 500 dwelling units. (2) A proposed shopping center or business establishment employing more than 1,000 persons or having more than 500,000 square feet of floor space.
(3) A proposed commercial office building employing more than 1,000 persons or having more than 250,000 square feet of floor space.
(4) A proposed hotel or motel, or both, having more than 500 rooms. (5) A proposed industrial, manufacturing, or processing plant, or industrial park planned to house more than 1,000 persons, occupying more than 40 acres of land, or having more than 650,000 square feet of floor area.
(6) A mixed-use project that includes one or more of the projects specified in this subdivision. (7) A project that would demand an amount of water equivalent to, or greater than, the amount of water required by a 500 dwelling unit project.
(b) If a public water system has fewer than 5,000 service connections, then “project” means any proposed residential, business, commercial, hotel or motel, or industrial development that would account for an increase of 10 percent or more in the number of the public water system’s existing service connections, or a mixed-use project that would demand an amount of water equivalent to, or greater than, the amount of water required by residential development that would represent an increase of 10 percent or more in the number of the public water system’s existing service connections.
(c) “Public water system” means a system for the provision of piped water to the public for human consumption that has 3000 or more service connections. A public water system includes all of the following:
(1) Any collection, treatment, storage, and distribution facility under control of the operator of the system which is used primarily in connection with the system. (2) Any collection or pretreatment storage facility not under the control of the operator that is used primarily in connection with the system.
(3) Any person who treats water on behalf of one or more public water systems for the purpose of rendering it safe for human consumption.
SEC. 7.
Section 10913 of the Water Code is repealed.
SEC. 8.
Section 10915 of the Water Code is amended to read:
10915.
The County of San Diego is deemed to comply with this part if the Office of Planning and Research determines that all of the following conditions have been met:
(a) Proposition C, as approved by the voters of the County of San Diego in November 1988, requires the development of a regional growth management plan and directs the establishment of a regional planning and growth management review board.
(b) The County of San Diego and the cities in the county, by agreement, designate the San Diego Association of Governments as that review board.
(c) A regional growth management strategy that provides for a comprehensive regional strategy and a coordinated economic development and growth management program has been developed pursuant to Proposition C.
(d) The regional growth management strategy includes a water element to coordinate planning for water that is consistent with the requirements of this part. (e) The San Diego County Water Authority, by agreement with the San Diego Association of Governments in its capacity as the review board, uses the association’s most recent regional growth forecasts for planning purposes and to implement the water element of the strategy. (f) The procedures established by the review board for the development and approval of the regional growth management strategy, including the water element and any certification process established to ensure that a project is consistent with that element, comply with the requirements of this part. (g) The environmental documents for a project located in the County of San Diego include information that accomplishes the same purposes as a water supply assessment that is prepared pursuant to Section 10910.
SEC. 9.
Section 3.5 of this bill incorporates amendments to Section 10631 of the Water Code proposed by both this bill and AB 901. It shall only become operative if (1) both bills are enacted and become effective on or before January 1, 2002, (2) each bill amends Section 10631 of the Water Code, and (3) this bill is enacted after AB 901, in which case Section 3 of this bill shall not become operative.
SEC. 10.
No reimbursement is required by this act pursuant to Section 6 of Article XIII B of the California Constitution because a local agency or school district has the authority to levy service charges, fees, or assessments sufficient to pay for the program or level of service mandated by this act, within the meaning of Section 17556 of the Government Code.
APPENDIX B
2020 CITY OF HANFORD, URBAN WATER MANAGEMENT PLAN
2020UrbanWater
ManagementPlan
CityofHanford
FINAL
City of Hanford
2020 Urban Water Management Plan
Contact Sheet
Date this plan was submitted to the Department of Water Resources:
Name of Person(s) preparing this plan:
Jim Ross, Deputy Public Works Director
City of Hanford
Phone: (559) 585-2567
Email: [email protected]
Tony Akel, P.E., Project Manager
Akel Engineering Group, Inc.
Phone: (559) 436-0600
Fax (559) 436-0622
Email: [email protected]
The Water supplier is a Municipality
The Water supplier is a Retailer
Utility Services provided by the water supplier include: Water, Sewer, Recycled Water Is this Agency a Bureau of Reclamation Contractor? No
Is this Agency a State Water Project Contractor? No
Acknowledgements
City Council
Francisco Ramirez, Mayor
Diane Sharp, Vice Mayor
Amanda Saltray
Kalish Morrow
Art Brieno
Management Personnel
John Doyel, Director of Public Works
Jim Ross, Deputy Public Works Director
Christine Baca, Regulatory Compliance Analyst
Bob Williams, Utilities Supervisor
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1.0 CHAPTER 1 – INTRODUCTION AND OVERVIEW ............................................................... 1-1
1.1 BACKGROUND AND PURPOSE ................................................................................. 1-1
1.2 URBAN WATER MANAGEMENT PLANNING AND THE CALIFORNIA WATER CODE .......................................................................................................................... 1-2
1.3 REPORT ORGANIZATION........................................................................................... 1-3
1.4 PUBLIC PARTICIPATION AND PLAN ADOPTION...................................................... 1-4
1.5 UWMP AND GRANT OR LOAN ELIGIBILITY .............................................................. 1-5
1.6 PREVIOUS URBAN WATER MANAGEMENT PLANS ................................................ 1-5
2.0 CHAPTER 2 – PLAN PREPARATION ................................................................................... 2-1
2.1 BASIS FOR PREPARING A PLAN............................................................................... 2-1
2.2 REGIONAL PLANNING ................................................................................................ 2-1
2.3 INDIVIDUAL OR REGIONAL PLANNING AND COMPLIANCE ................................... 2-2
2.4 FISCAL OR CALENDAR YEAR AND UNITS OF MEASURE....................................... 2-2
2.5 COORDINATION AND OUTREACH ............................................................................ 2-2
3.0 CHAPTER 3 – SYSTEM DESCRIPTION................................................................................ 3-1
3.1 GENERAL DESCRIPTION ........................................................................................... 3-1
3.1.1 Location ........................................................................................................... 3-1
3.1.2 Water Service Area.......................................................................................... 3-1
3.1.3 Land Use.......................................................................................................... 3-1
3.1.4 Socioeconomic Conditions............................................................................... 3-6
3.2 CLIMATE DATA............................................................................................................ 3-6
3.2.1 Historic Climate Data ....................................................................................... 3-6
3.2.2 Climate Change ............................................................................................... 3-7
3.3 SERVICE AREA POPULATION AND DEMOGRAPHICS ............................................ 3-8
4.0 CHAPTER 4 – SYSTEM WATER USE................................................................................... 4-1
4.1 NON-POTABLE VERSUS POTABLE WATER USE..................................................... 4-1
4.2 WATER USES BY SECTOR......................................................................................... 4-1
4.2.1 Historical Water Use ........................................................................................ 4-2
4.2.2 Projected Water Use........................................................................................ 4-3
4.2.3 Maximum Day Demand ................................................................................... 4-5
4.3 DISTRIBUTION SYSTEM WATER LOSSES................................................................ 4-5
4.4 ESTIMATING FUTURE WATER SAVINGS.................................................................. 4-6
4.4.1 Active Conservation Program Savings ............................................................ 4-6
4.4.2 Passive Water Savings .................................................................................... 4-7
4.5 WATER USE FOR LOWER INCOME HOUSEHOLDS ................................................ 4-8
4.6 CLIMATE CHANGE ...................................................................................................... 4-8
5.0 CHAPTER 5 – BASELINES AND TARGETS......................................................................... 5-1
5.1 2010 UWMP BASELINE AND TARGETS..................................................................... 5-1
5.3 BASELINE PERIODS ................................................................................................... 5-2
5.3.1 Determination of the 10-15 Year Baseline Period (Baseline GPCD) ............... 5-2
5.3.2 Determination of the 5-year Baseline Period (Target Confirmation)................ 5-3
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5.4 SERVICE AREA POPULATION ................................................................................... 5-4
5.5 GROSS WATER USE................................................................................................... 5-6
5.6 BASELINE DAILY PER CAPITA WATER USE ............................................................ 5-9
5.7 2020 FINAL TARGETS................................................................................................. 5-9
5.7.1 5-Year Baseline – 2020 Target Confirmation................................................... 5-13
5.8 2020 COMPLIANCE DAILY PER CAPITA WATER USE ............................................. 5-13
5.9 REGIONAL ALLIANCE ................................................................................................. 5-14
6.0 CHAPTER 6 – SYSTEM SUPPLIES....................................................................................... 6-1
6.1 PURCHASED OR IMPORTED WATER ....................................................................... 6-1
6.2 GROUNDWATER ......................................................................................................... 6-1
6.2.1 Basin Description............................................................................................. 6-1
6.2.2 Groundwater Management .............................................................................. 6-3
6.2.3 Overdraft Conditions ........................................................................................ 6-4
6.2.4 Historical Groundwater Pumping ..................................................................... 6-5
6.3 SURFACE WATER....................................................................................................... 6-7
6.4 STORMWATER ............................................................................................................ 6-7
6.5 WASTEWATER AND RECYCLED WATER ................................................................. 6-7
6.5.1 Recycled Water Coordination .......................................................................... 6-7
6.5.2 Wastewater Collection, Treatment, and Disposal ............................................ 6-7
6.5.2.1 Wastewater Collected Within Service Area.................................... 6-7
6.5.2.2 Wastewater Treatment and Discharge Within Service Area .......... 6-8
6.5.3 Recycled Water System................................................................................... 6-9
6.5.4 Recycled Water Beneficial Uses...................................................................... 6-9
6.5.4.1 Current and Planned Uses of Recycled Water .............................. 6-10
6.5.4.2 Planned Versus Actual Use of Recycled Water............................. 6-10
6.5.5 Actions to Encourage and Optimize Future Recycled Water Use.................... 6-11
6.6 DESALINATED WATER OPPORTUNITIES................................................................. 6-12
6.7 EXCHANGES OR TRANSFERS .................................................................................. 6-12
6.8 FUTURE WATER PROJECTS ..................................................................................... 6-12
6.9 SUMMARY OF EXISTING AND PLANNED SOURCES OF WATER........................... 6-13
6.10 CLIMATE CHANGE CONSIDERATIONS..................................................................... 6-15
6.11 ENERGY INTENSITY ................................................................................................... 6-15
7.0 CHAPTER 7 – WATER SUPPLY RELIABILITY ASSESSMENT........................................... 7-1
7.1 CONSTRAINTS ON WATER SOURCES ..................................................................... 7-1
7.1.1 Legal Factors ................................................................................................... 7-1
7.1.2 Environmental Factors ..................................................................................... 7-1
7.1.3 Water Quality Factors ...................................................................................... 7-2
7.1.3.1 Arsenic ....................................................................................... 7-2
7.1.4 Climatic Factors ............................................................................................... 7-3
7.2 RELIABILITY BY TYPE OF YEAR................................................................................ 7-3
7.2.1 Types of Years................................................................................................. 7-3
7.2.2 Sources for Water Data ................................................................................... 7-4
7.3 SUPPLY AND DEMAND ASSESSMENT ..................................................................... 7-4
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7.4 REGIONAL SUPPLY RELIABILITY.............................................................................. 7-8
7.5 DROUGHT RISK ASSESSMENT................................................................................. 7-8
7.5.1 DRA Data, Methods, and Basis for Water Shortage Conditions...................... 7-9
7.5.2 DRA Individual Water Source Reliability.......................................................... 7-9
7.5.3 DRA Total Water Supply and Use Comparison ............................................... 7-9
7.5.1 Management Tools and Options...................................................................... 7-9
8.0 CHAPTER 8 – WATER SHORTAGE CONTINGENCY PLANNING ...................................... 8-1
8.1 WATER SUPPLY RELIABILITY ANALYSIS................................................................. 8-1
8.2 ANNUAL WATER SUPPLY AND DEMAND ASSESSMENT........................................ 8-1
8.3 WATER SHORTAGE LEVELS ..................................................................................... 8-2
8.4 SHORTAGE RESPONSE ACTIONS............................................................................ 8-3
8.5 PLAN ADOPTION, SUBMITTAL, AND AVAILABILITY................................................. 8-3
9.0 CHAPTER 9 – DEMAND MANAGEMENT MEASURES........................................................ 9-1
9.1 DEMAND MANAGEMENT MEASURES AND IMPLEMENTATION ............................. 9-1
9.1.1 Waste Water Prevention Ordinances............................................................... 9-1
9.1.2 Metering ........................................................................................................... 9-2
9.1.3 Conservation Pricing........................................................................................ 9-2
9.1.4 Public Outreach ............................................................................................... 9-2
9.1.4.1 Public Information Programs.......................................................... 9-2
9.1.4.2 School Education Program ............................................................ 9-3
9.1.4.3 Residential Water Audits................................................................ 9-3
9.1.5 Programs to Assess and Manage Distribution System Real Loss................... 9-3
9.1.6 Water Conservation Program Coordination and Staffing Support ................... 9-4
9.1.7 Other Demand Management Measures - Large Landscape Conservation Program ........................................................................................................... 9-4
10.0 CHAPTER 10 – PLAN ADOPTION, SUBMITTAL, AND IMPLEMENTATION ...................... 10-1
10.1 INCLUSION OF 2015 DATA......................................................................................... 10-1
10.2 NOTICE OF PUBLIC HEARING ................................................................................... 10-1
10.2.1 Notice to Cities and Counties........................................................................... 10-1
10.2.2 Notice to the Public .......................................................................................... 10-2
10.3 PUBLIC HEARING AND ADOPTION ........................................................................... 10-2
10.4 PLAN SUBMITTAL........................................................................................................ 10-2
10.5 PUBLIC AVAILABILITY................................................................................................. 10-2
10.6 AMENDING AND ADOPTED UWMP ........................................................................... 10-3
11.0 CHAPTER 11 – DWR CHECKLIST........................................................................................ 11-1
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City of Hanford
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Figures Page No.
Figure 3-1 Regional Location Map ...................................................................................... 3-2 Figure 3-2 Existing Service Area......................................................................................... 3-3 Figure 3-3 Existing Land Use.............................................................................................. 3-4 Figure 3-4 Future Land Use ................................................................................................ 3-5 Figure 3-5 Historical Annual Rainfall ................................................................................... 3-7 Figure 4-1 Historical Water Use and Population ................................................................. 4-3 Figure 6-1 Groundwater Subbasins ................................................................................... 6-2 Figure 6-2 Existing Groundwater Well Locations ................................................................ 6-6 Figure 7-1 Historic Per Capita Demand Variation ............................................................... 7-5 Figure 8-1 Annual Assessment Reporting Timeline ............................................................ 8-2 Tables Page No.
Table 2-1 Public Water Systems........................................................................................ 2-1 Table 2-2 Plan Identification............................................................................................... 2-1 Table 2-3 Supplier Identification......................................................................................... 2-2 Table 2-4 Water Supplier Information Exchange ............................................................... 2-3 Table 3-1 Average Climate Data........................................................................................ 3-6 Table 3-2 Population – Current and Projected................................................................... 3-8 Table 4-1 Demands for Potable and Non-Potable Water – Actual..................................... 4-2 Table 4-2 Demands for Potable and Non-Potable Water – Projected ............................... 4-4 Table 4-3 Total Water Use (Potable and Non-Potable) ..................................................... 4-4 Table 4-4 Last Five Years of Water Loss Audit Reporting ................................................. 4-6 Table 4-5 Inclusion in Water Use Projections .................................................................... 4-7 Table 5-1 Baselines and Targets Summary....................................................................... 5-1 Table 5-2 2020 Compliance............................................................................................. 5-13 SBX7-7 Table 1 Baseline Period Ranges......................................................................... 5-3 SBX7-7 Table 2 Method for Population Estimates ........................................................... 5-4 SBX7-7 Table 3 Service Area Population......................................................................... 5-5 SBX7-7 Table 4 Annual Gross Water Use ....................................................................... 5-7 SBX7-7 Table 4-A Volume Entering the Distribution............................................................ 5-8 SBX7-7 Table 5 Gallons Per Capita Per Day (GPCD) ................................................... 5-10 SBX7-7 Table 6 Gallons Per Capita Per Day Summary................................................. 5-11 SBX7-7 Table 7 2020 Target Method............................................................................. 5-11 SBX7-7 Table 7-E Target Method 3................................................................................... 5-12 SBX7-7 Table 7-F Confirm Minimum Reduction for 2020 Target ...................................... 5-13 SBX7-7 Table 9 2020 Compliance ................................................................................. 5-13 Table 6-1 Groundwater Volume Pumped........................................................................... 6-5 Table 6-2 Wastewater Collected Within Service Area in 2020........................................... 6-8 Table 6-3 Wastewater Treatment and Discharge Within Service Area in 2020 ................. 6-8 Table 6-4 Current and Projected Recycled Water Direct Beneficial Uses Within Service Area .................................................................................................... 6-10 Table 6-5 2015 UWMP Recycled Water Use Projection Compared to 2020 Actual ........ 6-11
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Tables Page No.
Table 6-6 Methods to Expand Future Recycled Water Use............................................. 6-11 Table 6-7 Expected Future Water Supply Projects or Programs ..................................... 6-13 Table 6-8 Water Supplies – Actual................................................................................... 6-14 Table 6-9 Water Supplies – Projected ............................................................................. 6-14 Table 7-1 Basis of Water Data ........................................................................................... 7-4 Table 7-2 Normal Year Supply and Demand Comparison................................................. 7-6 Table 7-3 Single Dry Year Supply and Demand Comparison............................................ 7-6 Table 7-4 Multiple Dry Years Supply and Demand Comparison........................................ 7-7 Table 7-5 Five-Year Drought Risk Assessment ............................................................... 7-10 Table 8-1 Water Shortage Contingency Plan Levels ......................................................... 8-3 Table 10-1 Notification to Cities and Counties ................................................................... 10-1 Table 11-1 DWR Checklist................................................................................................. 11-1 Appendices
Appendix A DWR Recommended Tables
Appendix B Reclamation Project Agreement
Appendix C Groundwater Sustainability Analysis
Appendix D Water Shortage Contingency Plan
Appendix E Water Rate Structure
Appendix F Urban Water Management Plan Adoption Resolution and Notifications
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2020 City of Hanford
1.0 CHAPTER 1 – INTRODUCTION AND OVERVIEW
This chapter introduces the purpose of the Urban Water Management Plan (UWMP) and its importance to the City of Hanford (City) as well as Department of Water Resources (DWR). This chapter also includes the coordination and outreach that took place for this UWMP to come to fruition as well as documenting the milestones for adopting the UWMP and for submitting it to the DWR.
1.1 BACKGROUND AND PURPOSE
Water suppliers must submit an Urban Water Management Plan to the Department of Water Resources in accordance with California Water Code requirements. The purpose of the UWMP is to review and maintain the reliability of urban water supplies, ensure that future beneficial use can be complemented by sufficient water supply, continue to promote policies and programs that benefit water conservation, and provide a means for response during water supply shortages and drought conditions. In addition to being filed every five years, the Urban Water Management Plan must satisfy requirements defined in the Urban Water Management Planning Act (UWMPA) of 1983 and any amendments thereof.
Since the passage of the UWMPA, there have been more than 20 amendments to the Act.
According to the UWMPA, a UWMP must be prepared by an urban water supplier that supplies over 3,000 acre-feet (AF) of water a year, or services 3,000 or more connections.
In October 2017, DWR completed the review of the City’s 2015 UWMP and its supplements, and issued a letter of completeness. The UWMPA has undergone significant expansion and revision since the last UWMP Guidebook was prepared in 2015. Prolonged droughts, groundwater overdrafts, and regulatory revisions affect not only each Supplier’s water reliability determinations, but also the broad picture of statewide water reliability overseen by DWR, the State Water Resources Control Board (State Water Board), and the Legislature. Accordingly, the Act has grown to address changing conditions and it guides California’s water resources management.
Thus, this 2020 UWMP includes updates to the 2015 UWMP and addresses additional amendments to the UWMPA and new guidelines established by DWR. This report references the tables required by DWR in their 2020 UWMP Guidebook published in March 2021, which have been completed and included in Appendix A.
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1.2 URBAN WATER MANAGEMENT PLANNING AND THE
CALIFORNIA WATER CODE
The drought of 1976-1977 created shortages of water supplies throughout California. With several cities and water districts/agencies witnessing reductions in their water supplies and having to look for additional water sources elsewhere, an immediate need for a statewide, local level, long-term water management planning arose. To dramatically reduce future emergencies caused by inadequate planning of water resources, the Urban Water Management Planning Act was proposed and adopted in 1983. State Assembly Bill 797 modified the California Water Code Division 6 in 1983, creating the UWMPA. Since this Assembly Bill, more than 20 amendments have changed the quantity of data required, as well as increasing the planning elements included in this 2020 plan.
Early amendments to the UWMPA required 20-year planning horizons in 5-year increments for the comparison of water use to sources of water supply. More recently, these planning projections have been extended to 25-year planning horizons in order to maintain the 20-year projections, while the subsequent UWMP is completed.
Additional amendments included requirements that water supplier’s UWMP provides provisions for a Water Shortage Contingency Plan, which would meet the specifications set forth in the UWMPA; demand management measures; and provisions for recycled water use. Recycled water use was added to reporting requirements due to its additional reliability for alternative water supply, and most notably, as an additional supply for future water use demand. Individual water purveyors, in coordination with other water purveyors in the same general area and to the extent practicable, must work to prepare the Water Shortage Contingency Plan. The individual water supplier must also describe the water demand management measures that are currently in practice, or those scheduled to be practiced.
More than 15 amendments have been passed since the year 2000, amending the UWMPA and increasing reporting for the UWMP. Included in these amendments are SB 610 (Costa, 2001) and AB 901 (Daucher, 2001), which require urban water purveyors to review information regarding water to supply new large developments. Additionally, SB 318 (Alpert, 2004) requires the plan to review opportunities involved in the development of desalinated water, included but not limited to, ocean, brackish, and groundwater, as a long-term supply. AB 105 (Wiggins, 2004) requires suppliers to submit their completed UWMP to the California State Library. SBX7-7 requires the state and its municipal water purveyors to achieve a 20 percent reduction in urban per capita water usage by the year 2020. The “20X2020” plan is intended to reduce water usage per capita by 10% by the year 2015, and 20% by the year 2020.
The most recent of these amendments are:
• AB2242 (2018) requires an urban water supplier to include in its UWMP an assessment of the reliability of its water service to customers during normal, dry, and multiple dry years,
October 2021 1-3 City of Hanford
2020 Urban Water Management Plan
including a repeat of the five consecutive historic driest years the urban water supplier has experienced.
• SB606 (2018) adds new requirements to the UWMP process as well as established updated urban water use objectives and water use reporting requirements, o Prepare a drought risk assessment that examines water shortage risks for a drought lasting for the next five years.
o Prepare a comprehensive Water Shortage Contingency Plan that will include water budgeting forecast procedures, standard water shortage levels, shortage response actions, and other protocols.
Enacts an annually required water supply and demand assessment wherein an urban water supplier will assess local demand and supply conditions and provide that information to DWR.
1.3 REPORT ORGANIZATION
This report is organized in accordance with the outline suggested by the Department of Water Resources for the 2020 Urban Water Management Plans.
Chapter 1 – Introduction and Overview. This chapter introduces the purpose of the Urban Water Management Plan (UWMP) and its importance to the City of Hanford (City) as well as the Department of Water Resources (DWR).
Chapter 2 – Plan Preparation. This chapter describes the process that was used for the development of the UWMP. This chapter also includes the coordination and outreach that took place for this UWMP to come to fruition, as well as documenting the milestones for adopting the UWMP and for submitting it to the DWR.
Chapter 3 – System Description. This chapter describes the City’s water service area. This description includes discussion of the City’s location, the boundaries of the water service area, existing and future land use types, and climate. This chapter also summarizes the historical and projected population as well as a review of the City’s demographics and socioeconomic conditions.
Chapter 4 – System Water Use. This chapter provides a description of the current and projected water uses within the City’s service area. Additionally, a description of potential recycled water uses is provided. Water demands are projected through the year 2045.
Chapter 5 – Baseline and Targets. This chapter summarizes the methods used to estimate the target water use. As part of the 2020 UWMP update, this chapter evaluates if the City achieved the required water use reduction target.
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2020 Urban Water Management Plan
Chapter 6 – System Supplies. The purpose of this chapter is to summarize the City’s current and planned water supply sources and volumes. This includes a description of the groundwater basins used by the City as a source of supply. Ongoing planning efforts for the potential use of recycled water within the City’s service area are also summarized.
Chapter 7 – Water Supply Reliability. This chapter assesses the reliability of the City’s water supply under normal conditions, single year dry conditions, and five-year dry conditions. The reliability assessment includes a comparison of projected water use versus expected water supply for the next 25 years. This chapter also includes the newly required Drought Risk Assessment, which is a review of the capability of the City’s water supplies to meet the demand for the next five years assuming a five-year drought occurs.
Chapter 8 – Water Shortage Contingency Plan. This chapter summarizes the City’s Water Shortage Contingency Plan (WSCP). The WSCP is a separately adopted planning document that most notably outlines levels of water shortage conditions, demand reduction methods to be implemented in the event of a water shortage and the process the City will implement to perform an annual Supply and Demand assessment. The WSCP also includes discussion of the City’s communication protocols during a water shortage, methods of determining compliance and enforcing water use prohibitions, estimating the financial consequences of a water shortage, and the methods the City has in place to monitor and report the effectiveness of any water demand reduction methods implemented.
Chapter 9 – Demand Management Measures. This chapter summarizes the demand management measures, which are additional measures the supplier plans on implementing to achieve its water use targets and maintain ongoing water conservation.
Chapter 10 – Plan Adoption, Submittal and Implementation. This chapter summarizes the process for adopting and submitting the UWMP as well as the ways the public can access the adopted UWMP.
1.4 PUBLIC PARTICIPATION AND PLAN ADOPTION
Law
In accordance with the stated law, the City held a public hearing for members of the community to provide comments, learn about existing and future water supplies of the city, and raise concerns towards the plan being adopted. A notice of the public hearing was published in the local 10642. Each urban water supplier shall encourage the active involvement of diverse social, cultural, and economic elements of the population within the service area prior to and during the preparation of the plan. Prior to adopting a plan, the urban water supplier shall make the plan available for public inspection and shall hold a public hearing thereon. Prior to the hearing, notice of the time and place of hearing shall be published ... After the hearing, the plan shall be adopted as prepared or as modified after the hearing.
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2020 Urban Water Management Plan
newspaper on September 20th and September 28th, 2021, notifying interested parties that the draft 2020 UWMP was available at various City facilities and on the City’s web page (www.cityofhanfordca.com) for review two successive weeks prior to adoption. After public review, the plan was adopted on October 19th, 2021 and subsequently submitted to DWR for approval on October 26th, 2021.
1.5 UWMP AND GRANT OR LOAN ELIGIBILITY
Law
Beginning in 2016, changes to California law require that urban retail water suppliers must comply with water conservation requirements established by the Water Conservation Act of 2009 in order to be eligible for State water grants or loans. For 2020 UWMPs, compliance with the Water Conservation Act of 2009 means that a water agency must have met its 2020 Urban Water Use Target, discussed further in Chapter 5; this compliance must be reported in the 2020 UWMP.
1.6 PREVIOUS URBAN WATER MANAGEMENT PLANS
The City of Hanford prepared a 2015 UWMP, which was adopted on June 21st, 2016. This UWMP documented the SBX7-7 baseline per capita was use, as well as the interim and 2020 water use targets. This UWMP documented the groundwater conditions, future water supply projects, the water shortage contingency plan, and demand management measures implemented to reduce water demands. The 2015 UWMP serves as a benchmark for the 2020 UWMP, as the 2020 UWMP will update the target projections consistent with the final Guidebook release from the Department of Water Resources.
10608.56 (a) On and after July 1, 2016, an urban retail water supplier is not eligible for a water grant or loan awarded or administered by the state unless the supplier complies with this part.
(c) Notwithstanding subdivision (a), the department shall determine that an urban retail water supplier …applicable to the water funds.
(e) Notwithstanding subdivision (a), the department shall determine that an urban retail water supplier … as a disadvantaged community.
(f) The department shall not deny eligibility to an urban retail water supplier or agricultural water supplier … is not implementing all of the requirements of this part or Part 2.8 (commencing with Section 10800).
10656 An urban water supplier is not eligible for a water grant or loan awarded or administered by the state unless the urban water supplier complies with this part.
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2020 City of Hanford
2.0 CHAPTER 2 – PLAN PREPARATION
This chapter describes the process that was used for the development of the UWMP. This chapter also summarizes the coordination and outreach that was conducted during the preparation of the UWMP.
2.1 BASIS FOR PREPARING A PLAN
The California Water Code (CWC) defines an “Urban water supplier” as a publicly or privately owned supplier of water for municipal purposes either directly or indirectly to more than 3,000 customers or supplying more than 3,000 acre-feet of water annually. At the time of preparation of the 2020 UWMP, the City supplied water to over 17,900 active service connections, as summarized in Table 2-1, thereby qualifying as an urban water supplier and required to prepare an Urban Water Management Plan every five years.
Table 2-1 Public Water Systems
Public Water System
Number
Public Water System
Name
Number of
Municipal
Connections 2020
Volume of Water
Supplied 2020
(AF)
1610003 City of Hanford 17,965 11,714
2.2 REGIONAL PLANNING
The City’s 2020 UWMP is prepared as an individual UWMP and the City is not part of any regional alliance for planning purposes, as summarized in Table 2-2.
Table 2-2 Plan Identification
Select
Only One Type of Plan Name of RUWMP or Regional Alliance Individual UWMP
Water Supplier is also a
member of a RUWMP
Water Supplier is also a
member of a Regional Alliance
Regional Urban Water
Management Plan (RUWMP)
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2020 Urban Water Management Plan
2.3 INDIVIDUAL OR REGIONAL PLANNING AND COMPLIANCE
Consistent with the 2015 UWMP, the 2020 UWMP reports solely on the City’s service area and is not a part of a regional alliance or regional urban water management plan (RUWMP).
2.4 FISCAL OR CALENDAR YEAR AND UNITS OF MEASURE
This UWMP has been prepared using calendar year data and includes complete 2020 data, as required by the DWR guidelines. The units of measure reported in all tables are acre-feet (AF), as shown in Table 2-3.
Table 2-3 Supplier Identification
Type of Supplier
Supplier is a wholesaler
Supplier is a retailer
Fiscal or Calendar Year
UWMP Tables Are in Calendar
Years
UWMP Tables Are in Fiscal Years
Units of Measure Used in UWMP1
AF
Notes:
1. Units of DWR required tables are consistent in
SBX7-7 verification tables
2.5 COORDINATION AND OUTREACH
The City’s 2020 UWMP is an update to the 2015 UWMP and is intended to address those aspects of the UWMPA which are under the control of the City, specifically water supply and water use.
The City submitted its draft plan to regional stakeholders, and made the draft plan available to the public in hard copy form and electronic form. The City did notify wholesale water suppliers, as shown in Table 2-4.
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Table 2-4 Water Supplier Information
Exchange
Wholesale Water Supplier
Informed of Projected Water Use
Kings County Water District
Kings County Water Commission
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2020 City of Hanford
3.0 CHAPTER 3 – SYSTEM DESCRIPTION
This chapter describes the City’s water service area. This description includes discussion of the City’s location, the boundaries of the water service area, existing and future land use types, and climate. This chapter also summarizes the historical and projected population as well as a review of the City’s demographics and socioeconomic conditions.
3.1 GENERAL DESCRIPTION
This section documents the City’s location, service area, land use, and socioeconomic conditions.
3.1.1 Location
The City is located in Kings County, approximately 30 miles southeast of the city of Fresno and 20 miles west of the city of Visalia (Figure 3-1). The City’s closest neighbor, the city of Lemoore, is located 8 miles to the west. Highway 198 bisects the southern boundary of the City in the eastwest direction, and Highway 43 lies just east of the City’s eastern boundary. In 2002, the City outlined the long-term Ultimate Growth Boundary (UGB), which was approved by City Council, and identified lands intended for future urbanization within the City service area.
3.1.2 Water Service Area
The City’s most recent General Plan, adopted in April 2017, outlines the boundary for future growth for the City. The planned area boundary outlined in the 2035 General Plan update encompasses a gross area of approximately 31.3 square miles and it is assumed to describe the future water system service area. The City limits currently describe the existing water service area, as shown in Figure 3-2.
3.1.3 Land Use
The planning area boundary of the City’s 2035 General Plan includes an approximate net area of 16,032 acres, which includes the following land use types: 6,872 acres of residential; 826 acres of mixed use; and 8,334 acres of non-residential, which includes commercial, industrial, institutional, and open space land use types. The residential component can be further subdivided, with 82 percent of the units as low density, and 15 and 3 percent of units being medium and high densities, respectively. The City’s 2017 Water System Master Plan used the 2035 General Plan Land use as the basis for estimating future demands, and this future land use is considered acceptable for incorporation as part of the 2020 UWMP update. The City’s existing and future land use maps are shown in Figure 3-3 and Figure 3-4, respectively.
!(
!(
Lemoore
Hanford
UV43
UV198
UV198
Kings River
UV43
Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Legend PRELIMINARY
!( Cities
City Limits Area
2035 Growth Boundary
General Plan Area
Highways
River
Update: May 20, 2021
File Path: P:\xGIS\GIS_Projects\Hanford\Water\2020-UWMP\HF_Fig3-1_RLM_052021.mxd 012 0.5
Miles5
GIS
Figure 3-1
Regional Location Map
2020 Urban Water Management Plan
City of Hanford
^_
Pacific
Ocean
California Nevada
Hanford
UV43
UV198
UV198
FLINT AVE
FARGO AVE
GRANGEVILLE BLVD
LACEY BLVD
HANFORD ARMONA RD
HOUSTON AVE
IONA AVE
IDAHO AVE
JACKSON AVE
13TH AVE
12TH AVE
11TH AVE
10TH AVE
9TH AVE
7TH AVE
UV43
City of Hanford
PRELIMINARY
Update: May 20, 2021 5
GIS
00 0.25 .51
Mile
Legend
Streets
Waterways
City Limits
2035 Growth Boundary
Planned Area Boundary
General Plan Study Area Boundary
Figure 3.2
Existing Service Area
2020 Urban Water Management Plan
City of Hanford
UV43
UV198
UV198
FLINT AVE
FARGO AVE
GRANGEVILLE BLVD
LACEY BLVD
HANFORD ARMONA RD
HOUSTON AVE
IONA AVE
IDAHO AVE
JACKSON AVE
UV43
13TH AVE
12TH AVE
11TH AVE
10TH AVE
9TH AVE
7TH AVE
Figure 3-3
Existing Land Use
Update: May 25, 2021 5
GIS
0 0.5 1 0.25
Mile
File Path: P:\xGIS\GIS_Projects\Hanford\Water\2020-UWMP\HF_Fig3-3_ExistingLandUse_052421.mxd Legend
Low Density Residential
Medium Density Residential
High Density Residential
Neighborhood Commercial
Regional Commercial
Service Commercial
Highway Commercial
Office Residential
Office
Light Industrial
Heavy Industrial
Neighborhood Mixed Use
Corridor Mixed Use
Downtown Mixed Use
Airport Protection
Open Space
Educational Facilities
Public Facilities
Interest Area
Vacant/Agriculture
City Limits
Streets
Waterways
PRELIMINARY
2020 Urban Water Management Plan
City of Hanford
UV43
UV198
UV198
FLINT AVE
FARGO AVE
GRANGEVILLE BLVD
LACEY BLVD
HANFORD ARMONA RD
HOUSTON AVE
IONA AVE
IDAHO AVE
JACKSON AVE
13TH AVE
12TH AVE
11TH AVE
10TH AVE
9TH AVE
7TH AVE
UV43
F
F
F
F
F
F
F
F
F
F
Figure 3-4
2035 General Plan
Land Use
PRELIMINARY
Update: May 25, 2021 5
GIS
0 0.5 1 0.25
Mile
File Path: P:\xGIS\GIS_Projects\Hanford\Water\2020-UWMP\HF_Fig3-4_FutureLandUse_052421.mxd Legend
Low Density Residential
Medium Density Residential
High Density Residential
Neighborhood Commercial
Regional Commercial
Service Commercial
Highway Commercial
Office Residential
Office
Light Industrial
Heavy Industrial
Neighborhood Mixed Use
Corridor Mixed Use
Downtown Mixed Use
Airport Protection
Open Space
Educational Facilities
Public Facilities
Interest Area
City Limits
2035 Growth Boundary
Planned Area Boundary
General Plan Study Area Boundary
Streets
Highways
Waterways
Note:
1. The position of Open Space and Educational Facilities marked with an "F" can float on the map until land is purchased by the public agency. Their colors are hashed so that the underlying designation can be seen.
2. Land use current as of October 2015.
2020 Urban Water Management Plan
City of Hanford