Agenda packet — Clovis City Council, March 18, 2024 (part 7 of 15)

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FR-01219
FR-02289
FR-03067
FR-00534
FR-02203
FR-03009
FR-00293
FR-00107
FR-03015
FR-02490
FR-01869
FR-01849
FR-02285
May depict confidential cultural resource locations.

Do not distribute.

Ü 0 0.05 0.1 0.2 Miles
0 0.075 0.15 0.3 Kilometers
Reports Map
SSJV Information Center Record Search 22-461
Requester: Robert Gerry, Peak & Associates, Inc.

Project Name: Clovis North/Shepherd Project Area
USGS 7.5' Quad(s): Clovis
County: Fresno
Record Search PA (point)
Project Area
Record Search radius
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Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources SSJVIC Record Search 22-461
FR-00107 1977 Archeological Reconnaissance of the
Proposed Sobaje land Development,
Tentative Tract No. 4042; Environmental
Assessment No. 3418
NADB-R - 1141375 Beck, Allen C. Consulting Archaeologist FR-00293 1993 Phase I Cultural Resources Assessment for the Eagle Gate Corporation Subdivision,
Shepherd Avenue Near Fowler Avenue,
Fresno County
Cultural Resources
Consulting
NADB-R - 1140567 Bissonnette, Linda Dick
FR-00534 1991 Archaeological Survey Report for the
Behymer Lake Storm Drainage and Flood
Control Project Initial Study
Jones & Stokes Associates,
Inc.

Jones & Stokes
Associates, Inc.

FR-01219 1993 Fresno Metropolitan Flood Control District Drainage Area "BY" Facilities
Cultural Resources
Consulting
Bissonnette, Linda Dick
FR-01849 2000 Historical and Cultural Resource Assessment for a Proposed Telecommunications Facility,
Site No. CV-607-C1, 8901 Fowler Avenue,
Fresno County, California
Pastron, Allen G. and Brown & Mills, Inc.

Brown, R. Keith
Submitter - CV-607-
C1
FR-01869 2001 Archaeological Investigations for Tower
modifications at 34 Cell Tower Sites
Nadolski, John A. Pacific Legacy, Inc.

FR-02203 2006 A Cultural Resource Study of the Battlin
Brooks Property, Fresno County, California
Varner, Dudley M. Varner Associates
FR-02285 2006 New Tower Submission Packet, FCC Form
620, for 5388 East Shepard Avenue
Archaeological Resources
Technology
Losee, Carolyn
FR-02289 2006 Cultural Resources Reconnaissance Survey
of the City of Clovis Northwest Urban Center
Specific Plan Area, Fresno County, California
Nettles, Wendy M. and Applied EarthWorks, Inc.

Baloian, Randy
10-006109
FR-02490 2009 Section 106 Compliance for Enterprise Canal at Big Dry Creek Improvement Project,
Fresno County, California
Submitter - Project Chotkowski, Michael A. Bureau of Reclamation No. 10-SCAO-015
FR-03009 2017 Cultural Resource Assessment for the Tract 6205, City of Clovis Fresno County, California
Submitter - Job #17- Peak, Melinda A. Peak & Associates, Inc. 10-007197 093
FR-03015 2019 Cultural Resource Inventory and Evaluation for the Lennar Tract 6263 Residential
Development, City of Clovis, Fresno County,
California
Ottenhoff, Randy, Applied EarthWorks, Inc.

McCausland, Annie, and
Dyste, Diana T.

Other - Record 10-007198
Search 19-104
FR-03067 2018 Cultural Resource Inventory and Evaluation for the Tract 6200 Development in the City of
Clovis, Fresno County, California
Stanley, Ward, Baloian, Applied EarthWorks, Inc.

Randy, and Baloian, Mary
10-005934

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Appendix F
Geotechnical
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Appendix G
Phase 1 ESA
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& A S S O C I A T E S , I N C .

GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING

CONSTRUCTION TESTING & INSPECTION
215 West Dakota Avenue • Clovis, California 93612 • (559) 348-2200 • FAX (559) 348-2190 With Offices Serving the Western United States
014-18235 Tract No. 6205 Property Phase I Report Final.doc January 14, 2019 Project No. 014-18235
Mr. Jeffrey Harris
Wilson Homes
7550 N. Palm Avenue, Suite 102
Fresno, California 93711
[email protected]
RE: Phase I Environmental Site Assessment
Tract No. 6205 Property
Northeast corner of N. Sunnyside and E. Shepherd Avenues Clovis, California 93619
Dear Mr. Harris:

Krazan & Associates, Inc., (Krazan) completed a Phase I Environmental Site Assessment at the referenced site summarized in a report dated January 14, 2019. We appreciate the opportunity to serve your environmental due diligence needs. During the course of this assessment, Krazan identified no evidence of recognized environmental conditions (RECs), controlled RECs (CRECs) and historical RECs (HRECs) in conjunction with the subject site as defined by ASTM E 1527-13. However, the following potential areas of concern (PAOCs), non-scope issues and site development issues are presented:

PAOCs
• Adjacent to the north of the on-site warehouse and lined against its back wall, three approximately 250-gallon aboveground storage (AST) tanks were observed. Two ASTs contained diesel fuel and the third contained gasoline. Additionally, four 55-gallon drums containing motor oil were observed to be located to the west of the ASTs which exhibited de minimis staining. The site reconnaissance was completed a day following a heavy rain event and it was not clear if the ground surface below the ASTs and/or drums exhibited any significant petroleum product staining because the ground remained saturated with rainwater precluding visual observations.

Consequently, the specific condition of the ground surface underlying the ASTs and drums is unknown.

For a higher level of due diligence, Krazan recommends that a limited assessment be conducted in the area of the ASTs and drums to assess the presence or absence of potential significant impacts from constituents of concern.
• Krazan’s review of aerial photographs indicates that the subject site was utilized for agricultural purposes from at least 1937 to the present and that residential structures and associated outbuildings occupied the property from at least 1937, 1979 and 1987 to the present. No records of USTs for the subject site are on file with the local regulatory agencies; however, USTs on rural or agricultural properties historically have been exempt from requirements for registration with regulatory agencies. Furthermore, Krazan’s experience with such properties has shown that it 1211
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014-18235 Tract No. 6205 Property Phase I Report Final.doc was not uncommon for property owners/operators to install USTs for their convenience, especially in the vicinity of structures, which are undocumented and whose presence would remain unknown in spite of the standard data research conducted in the course of this Phase I ESA. It is therefore possible that subsurface features such as unregistered fuel USTs may exist within the structure-related portions of the subject site which remain unknown based on the absence of any regulatory, municipality, and/or interview data, or other evidence indicating their presence or location. Consequently, despite an absence of data suggesting their presence, the presence or absence of USTs associated with on-site structures in a historical agricultural setting on the subject site is unknown.

For a higher level of due diligence, Krazan recommends that a limited geophysical survey be conducted in the areas of the structures located on the subject site to assess the presence or absence of subsurface metallic anomalies characteristic of underground storage tanks or other subsurface features of concern.

NON-SCOPE ISSUES
• The residential dwellings/structures located on the subject site appears to have been originally constructed in at least 1937, 1979 and 1987. It is unknown if the on-site dwellings/structures contain asbestos-containing materials (ACMs) or lead-based paint (LBP). An asbestos and/or LBP survey and sampling of the on-site dwellings/structures was not included within the scope of this assessment. However, based upon the approximate apparent dates of construction, ACMs and LBP may be present at the subject site. During Krazan’s site reconnaissance, no damaged building materials which appeared to be posing a health hazard were noted within those areas of the on-site residential dwellings/structures observed. Prior to the disturbance of any of the suspect ACMs or LBP at the subject site via renovation or demolition, a comprehensive asbestos and LBP survey designed to determine if the suspect ACM and LBP are regulated materials is recommended. If such materials are identified and need to be disturbed, repaired, or removed, a licensed abatement contractor should be consulted.

SITE DEVELOPMENT ISSUES
• Based on Krazan’s historical research and interviews, two domestic water wells and five agricultural water wells were observed to be associated with the subject site. If the on-site water wells are not to be used in the future, they should be properly abandoned/destroyed in accordance with state and local guidelines.

If you have any questions regarding the information presented in this report, please call me at (559) 348- 2200.

Respectfully Submitted,
KRAZAN & ASSOCIATES, INC.

Arthur C. Farkas, REA No. 07818
Environmental Professional
ACF/mlt
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PHASE I ENVIRONMENTAL

SITE ASSESSMENT
TRACT NO. 6205 PROPERTY
NORTHEAST CORNER OF N. SUNNYSIDE
AND E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Pursuant to ASTM E 1527-13
Project No. 014-18235
January 14, 2019
Prepared for:

Mr. Jeffrey Harris
Wilson Homes
7550 N. Palm Avenue, Suite 102
Fresno, California 93711
(559) 436-0900
Prepared by:

Krazan & Associates, Inc.
215 West Dakota Avenue
Clovis, California 93619
(559) 348-2200
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TABLE OF CONTENTS
Project No. 014-18235

1.0 EXECUTIVE SUMMARY .............................................................................................................. 1

2.0 PURPOSE AND SCOPE OF ASSESSMENT ............................................................................... 2

2.1 Purpose ........................................................................................................................................... 2

2.2 Scope of Work ................................................................................................................................ 2

3.0 SITE DESCRIPTION ...................................................................................................................... 3

3.1 Geology and Hydrogeology ........................................................................................................... 3

4.0 SITE RECONNAISSANCE ............................................................................................................ 4

4.1 Observations ................................................................................................................................... 4

4.2 Utilities ........................................................................................................................................... 6

4.3 Adjacent Streets and Property Usage ............................................................................................. 7

4.4 ASTM Non-Scope Considerations ................................................................................................. 7

5.0 USER-PROVIDED INFORMATION .......................................................................................... 11

5.1 Phase I Environmental Site Assessment User Questionnaire ....................................................... 11

6.0 SITE USAGE SURVEY ................................................................................................................ 12

6.1 Site History ................................................................................................................................... 12

6.2 Interviews ..................................................................................................................................... 16

6.3 Agricultural Chemicals ................................................................................................................. 16

6.4 Regulatory Agency Interface ........................................................................................................ 17

6.5 Regulatory Agency Lists Review ................................................................................................. 18

7.0 DISCUSSION OF FINDINGS ...................................................................................................... 25

7.1 Evaluation of Data Gaps/Data Failure .......................................................................................... 26

8.0 CONCLUSIONS/OPINIONS ....................................................................................................... 27

9.0 RELIANCE..................................................................................................................................... 29

10.0 LIMITATIONS .......................................................................................................................... 29

11.0 QUALIFICATIONS ................................................................................................................... 30 REFERENCES .......................................................................................................................................... 32 GLOSSARY OF TERMS ......................................................................................................................... 33 Maps
Figure No. 1: Vicinity Map ............................................................................... following Glossary of Terms Figure No. 2: Parcel Map ........................................................................................... following Figure No. 1 Figure No. 3: Site Map ............................................................................................... following Figure No. 2 Figure No. 4: Topographic Map ................................................................................ following Figure No. 3 Color Photographs
Photographs ............................................................................................................... following Figure No. 4 1214
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Project No. 014-18235
Appendices
Historical Aerial Photographs ...................................................................................................................... A EDR City Directories ....................................................................................................................................B Environmental Data Resources, Inc. (EDR) Sanborn Fire Insurance Map Unmapped Property Report .....C Environmental Data Resources, Inc. (EDR) Radius Map Report ............................................................... D 1215
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GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING

PHASE I ENVIRONMENTALSITE ASSESSMENT
TRACT NO. 6205 PROPERTY
NORTHEAST CORNER OF N. SUNNYSIDE
AND E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619

1.0 EXECUTIVE SUMMARY
Krazan & Associates, Inc. (Krazan) has conducted a Phase I Environmental Site Assessment (ESA) of the Tract No. 6205 Property located on the northeast corner of North Sunnyside and East Shepherd Avenues in Clovis, California 93619 (subject site). It is incumbent upon the user to read this Phase I ESA report in its entirety. If not otherwise defined within the text of this report, please refer to the Glossary of Terms Section following the References Section for definitions of terms and acronyms utilized within this Phase I ESA report. Krazan conducted the Phase I ESA of the subject site in conformance with the American Society for Testing and Materials (ASTM) E 1527-13 Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. This Phase I ESA constitutes all appropriate inquiry (AAI) designed to identify recognized environmental conditions (RECs) in connection with the previous ownership and uses of the subject site as defined by ASTM E 1527-13.

ASTM E 1527-13 Section 1.1.1 Recognized Environmental Conditions – In defining a standard of good commercial and customary practice for conducting an environmental site assessment of a parcel of property, the goal of the processes established by this practice is to identify recognized environmental conditions. The term recognized environmental conditions means the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions.

During the course of this assessment, Krazan identified no evidence of recognized environmental conditions (RECs), controlled RECs (CRECs) or historical RECs (HRECs) in conjunction with the subject site as defined by ASTM E 1527-13. However, potential areas of concern (PAOCs) were revealed related to structures located on the property over the course of historical agricultural use which potentially may have incorporated underground storage tanks (USTs) and the condition of the ground surface underlying on-site fuel aboveground storage tanks (ASTs) and 55-gallon drums. Please 1216
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KRAZAN & ASSOCIATES, INC.

With Offices Serving the Western United States
014-18235 Tract No. 6205 Property Phase I Report Final.doc refer to Section 8.0 for a discussion of these issues along with non-scope issues and site development issues.

2.0 PURPOSE AND SCOPE OF ASSESSMENT

2.1 Purpose
According to ASTM E 1527-13, the purpose of this practice is to define good commercial and customary practice in the United States of America for conducting an environmental site assessment of a parcel of commercial real estate with respect to the range of contaminants within the scope of the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) (42 U.S.C. §9601) and petroleum products. As such, this practice is intended to permit a user to satisfy one of the requirements to qualify for the innocent landowner, contiguous property owner, or bona fide prospective purchaser limitation on CERCLA liability (hereinafter, the landowner liability protections, or LLPs): that is, the practice that constitutes all appropriate inquiries into the previous ownership and uses of the property consistent with good commercial and customary practice as defined at 42 U.S.C. §9601(35)(B).

2.2 Scope of Work
The Phase I ESA includes the following scope of work: a) a site reconnaissance of existing on-site conditions and observations of adjacent property uses, b) a review of user-provided documents, c) a review of historical aerial photographs, a review of pertinent building permit records, city directories, historical Sanborn Fire Insurance Maps (SFIMs), and interview(s) with person(s) knowledgeable of the previous and current ownership and uses of the subject site, d) a review of local regulatory agency records, and e) a review of local, state, and federal regulatory agency lists compiled by Environmental Data Resources, Inc. (EDR). The scope of work for this Phase I ESA conforms to ASTM E 1527-13.

Krazan was provided written authorization to conduct the Phase I ESA by Mr. Jeffrey Harris, Chief Operating Officer with Wilson Homes, on December 13, 2018 in Krazan’s December 10, 2018 Proposal/Cost Estimate No. P18-403.
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3.0 SITE DESCRIPTION
The subject site is located on the northeast corner of North Sunnyside and East Shepherd Avenues within the City of Clovis, California. General property information and property use are summarized in the following Table I. Refer to Figures No. 1 – 4 following the Reference Section.

TABLE I
Subject Site Information Summary
Current Owner: Leo Wilson
Assessor’s Parcel Number: 557-021-19, -20, and -21
Address: N/A
Historical Address: 5230 East Shepherd Avenue
Clovis, CA 93619
General Location: Northeast of N. Sunnyside and E. Shepherd Avenues Acreage: 75.05 acres
Existing Use: Residential/Agricultural
Number of Structures: Four
Original Construction Date: At least 1937
Proposed Use: Residential Development
Topographic Map: U.S. Geological Survey, 7.5 minute Clovis, California topographic quadrangle map, dated 1964, photorevised 1981 Topographic Map Location: Southwest quarter of Section 21, Township 12 South, Range 21 East, Mount Diablo Baseline and Meridian
Latitude/Longitude: 36.8685° / –119.690752°
Topography: Relatively flat, approximately 385 feet above mean sea level Approximate Depth to Groundwater: 55-65 feet below ground surface (bgs), State of California Department of Water Resources (DWR)*
Regional Groundwater Flow Direction: Southwest, DWR
* State of California, Department of Water Resources, Lines of Equal Elevation of Water in Wells Unconfined Aquifer, San Joaquin Valley, Spring 2010.

3.1 Geology and Hydrogeology
The subject site is located within the San Joaquin Valley, a broad structural trough bound by the Sierra Nevada and Coast Ranges of California. The San Joaquin Valley, which comprises the southern portion of the Great Valley of California, has been filled with several thousand feet of sedimentary deposits. Sediments in the eastern valley, derived from the erosion of the Sierra Nevada, have been deposited by major to minor west-flowing drainages and their tributaries. Near-surface sediments are dominated by sands and silty sands with lesser silts, minor clays, and gravel. The sedimentary deposits in the region form large coalescing alluvial fans with gentle slopes. The groundwater in the area is reported to be first encountered at a depth of approximately 55-65 feet bgs. The groundwater flow direction in the area of the subject site is generally towards the southwest. 1218
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4.0 SITE RECONNAISSANCE
A site reconnaissance, which included a visual observation of the subject site and surrounding properties, was conducted by Ms. Michelle Phillips, Krazan’s Environmental Assessor, on January 10, 2019. Krazan’s Environmental Assessor was unaccompanied during the site reconnaissance. The objective of the site reconnaissance is to obtain information indicating the likelihood of identifying recognized environmental conditions, including hazardous substances and petroleum products, in connection with the property (including soils, surface waters, and groundwater).

4.1 Observations
The following Table II summarizes conditions encountered during our site reconnaissance. A discussion of visual observations follows Table II. Refer to the Site Map (Figure No. 3) and color photographs following the text for the locations of items discussed in this section of the report.

TABLE II
Summary of Site Reconnaissance
Feature Observed Not Observed
Structures (existing) X
Evidence of Past Uses (foundations, debris) X
Hazardous Substances and/or Petroleum Products (including containers) X
Aboveground Storage Tanks (ASTs) X
Underground Storage Tanks (USTs) or Evidence of USTs X
Evidence of Underground Pipelines X
Strong, Pungent, or Noxious Odors X
Pools of Liquid Likely to be Hazardous Materials or Petroleum Products X
Drums X
Unidentified Substance Containers X
Potential Polychlorinated Biphenyl (PCB)-Containing Equipment X Subsurface Hydraulic Equipment X
Heating/Ventilation/Air conditioning (HVAC) X
Stains or Corrosion on Floors, Walls, or Ceilings X
Floor Drains, Sumps, or Oil/Water Clarifiers X
Storm Drains X
Pits, Ponds, or Lagoons X
Stained Soil and/or Pavement X
Soil Piles X
Stressed Vegetation X
Waste or Wastewater (including stormwater) Discharges to Surface/ Surface Waters X
Wells (irrigation, domestic, dry, injection, abandoned, monitoring wells) X
Septic Systems X
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014-18235 Tract No. 6205 Property Phase I Report Final.doc The subject site comprises approximately 75.05 acres of rural residential property with the associated Fresno County APNs of 557-021-19, -20 and -21. The subject site is currently occupied by three residential dwellings and a warehouse. The remainder of the subject site is currently occupied by a pecan orchard (See Photographs No. 1 – 58). Refer to Figure No. 3, Site Map, and related photographs for locations and depictions of the following referenced on-site features:
• A rural residential dwelling with the associated subject site address of 5230 East Shepherd Avenue was observed within the southern portion of the subject site. A domestic water well was observed adjacent to the west of the rural residential dwelling (See Photographs No. 11 – 17).
• Adjacent to the north of the rural residential dwelling was a large warehouse where pecans are dried, packed and shipped. The warehouse was observed to be a steel structure set upon a slab on grade foundation. Large cracks were observed in the concrete foundation. De minimis staining was also observed on the foundation. Inside the warehouse were observed multiple pallets of stacked and bagged product, a forklift, several empty pallets, at least three refrigerators, and a ladder. A small storage room and two restrooms were also observed in the warehouse. The storage room was observed to contain a generator, at least three boxes of Roundup® herbicide, and multiple bags of zinc sulfate fertilizer. A small shop area was observed in the northeastern portion of the warehouse and contained multiple various tools and two compressed gas cylinders. The type of gas contained was no longer legible on the cylinders (See Photographs No. 18 – 21, 29).
• The warehouse had a bay attached to the eastern side and observed within the bay were a large electric heater for drying pecans, a concrete-lined subsurface pit that is used to dry the pecans, and at least eight metal access panels for the pit. No evidence of petroleum products was observed within or near the pit. De minimis staining was observed on the motor of the electric heater (See Photographs No. 26 – 28).
• Adjacent to the north of the warehouse and lined against its back wall were observed three approximately 250-gallon aboveground storage (AST) tanks. Two ASTs contained diesel fuel and the third contained gasoline. The site reconnaissance was completed a day following a heavy rain event and it was not clear if the ground surface below the ASTs exhibited any petroleum product staining because the ground remained saturated with rainwater precluding visual observations (See Photographs No. 22 – 25). A propane tank and stack of firewood were observed adjacent to the north of the ASTs (See Photograph No. 31). • Four 55-gallon drums containing motor oil were observed to be located to the west of the ASTs. The drums exhibited de minimis staining. Also observed adjacent to the drums were two trash bins, a shopping cart and a tire (See Photograph No. 30). • At least seven utility vaults were observed to be located on the southern boundary along E.

Shepherd Avenue (See Photograph No. 11, 52).
• Four pole-mounted transformers were observed on the subject site. Two of the pole-mounted transformers were observed to be located in the central-eastern portion of the subject site, and two were observed to be located along the eastern boundary on the southern portion of the subject site. The transformer casings displayed no visual evidence of leakage and the ground surface below the transformers displayed no evidence of discoloration. Based on Krazan’s observations, the Pacific Gas & Electric (PG&E) Company is the owner of the transformers.

The transformers were not labeled as to their polychlorinated biphenyl (PCB) status. Based on 1220
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KRAZAN & ASSOCIATES, INC.

With Offices Serving the Western United States
014-18235 Tract No. 6205 Property Phase I Report Final.doc the visual absence of apparent unauthorized releases of insulating fluids from the transformers at the time of Krazan’s site reconnaissance, the transformers are not currently anticipated to pose an adverse impact to the subject site. However, in the event of a future release/leak of insulating fluids from the transformers, PG&E should be contacted regarding the testing of the transformers for PCB fluids or for their removal/replacement (See Photographs No. 9, 38, 40, 58).
• A small residential structure was observed to be located in the central-eastern portion of the subject site. Access was not granted to the structure at the time of the site reconnaissance because a trailer was parked up against the building, blocking the only entrance to the structure. Additionally, the three windows observed were all too frosted to allow observation of the interior. Multiple items were stored around the structure (See Photographs No. 34 – 37):
o On the western side was stored an old satellite dish, a pile of concrete debris, a flatbed trailer, and farming equipment;
o On the southern side was stored a pile of railroad ties, old chain-link fencing, a ladder and farming equipment; and,
o On the eastern side was stored two trailers, multiple bales of chain link fencing, several stacks of tires and a portable water tank on a trailer. • Five agricultural water wells were observed to be located on the subject site, two located along the east-west centerline of the subject site to the east of the small residential structure previously mentioned, one located in the southwestern corner of the subject site, one located in the northwestern corner of the subject site, and one located along the eastern boundary of the subject site (See Photographs No. 6, 33 – 34, 37 – 39, 41, and 53). • A rural residential dwelling was observed within the northwestern portion of the subject site.

A domestic water well and associated water tank was observed adjacent to the west of the rural residential dwelling (See Photographs No. 6 – 7, 42 – 49). • Two large berms containing wood branches and debris from pruning the orchard were observed along the eastern boundary of the subject site. The berms were at least 10-12 feet tall.

The larger of the two berms was approximately 550 feet in length, and the smaller was approximately 80 feet in length. The smaller of the two berms appears to be mainly chopped wood. It is unknown how long the berms have been there, and what the condition of the ground is below the berms. Additionally, three flatbed trailers were observed to be located adjacent to the smaller berm (See Photographs No. 50 – 51, 54 – 57). • During the visual observations of the subject site, no hazardous materials were observed.

Exposed surface soils did not exhibit obvious signs of discoloration in accessible areas. No obvious evidence (vent pipes, fill pipes, dispensers, etc.) of USTs was noted within the areas observed. No standing water or major depressions were observed on the subject site. No indications of former structures, such as foundations, were observed on the subject site. • No high-voltage, tower-mounted electrical transmission lines were observed on or in the vicinity of the subject site.

4.2 Utilities
Based on Krazan’s research, the following Table III summarizes companies/municipalities that currently provide or will provide utility services to the subject site:
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TABLE III
Municipal Service / Utility Providers
Electricity Pacific Gas & Electric Company
Natural Gas Pacific Gas & Electric Company
Potable Water Domestic Water Well
Sanitary Sewer City of Clovis
Upon future development, the City of Clovis will provide water services to the subject site.

4.3 Adjacent Streets and Property Usage
The following Table IV summarizes the current adjacent roads and adjacent property uses observed during the site reconnaissance.

TABLE IV
Adjacent Streets and Property Use
Direction Adjacent Street Adjacent Property Use (Address) North None Residential
South E. Shepherd Avenue Residential
East None Residential
West N. Sunnyside Avenue Agricultural
Based on the observed uses of the properties located immediately adjacent to the subject site, it is unlikely that significant quantities of hazardous materials are stored at the adjacent properties.

4.4 ASTM Non-Scope Considerations
According to ASTM E 1527-13, there may be environmental issues or conditions at the subject site that are outside the scope of the Phase I ESA practice (non-scope considerations). Some substances may be present at the subject site in quantities and under conditions that may lead to contamination of the subject site or of nearby properties but are not included in CERCLA’s definition of hazardous substances (42 U.S.C. §9601[14]). ASTM non-scope considerations are discussed below.

Asbestos-Containing Materials
Asbestos is a group of naturally occurring mineral fibers that have been used commonly in a variety of building construction materials for insulation and as a fire-retardant. Because of its fiber strength and heat resistant properties, asbestos has been used for a wide range of manufactured goods, mostly in building materials, vehicle brakes, and heat-resistant fabrics, packaging, gaskets, and coatings. When asbestos-containing materials (ACMs) are damaged or disturbed by repair, remodeling, or demolition activities, microscopic asbestos fibers may become airborne and can be inhaled into the lungs, where they can cause significant health problems.
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014-18235 Tract No. 6205 Property Phase I Report Final.doc The residential structures located on the subject site were constructed in at least 1937, 1979 and 1987.

It is unknown if the on-site structures contain ACMs. An asbestos survey and sampling of the on-site structures was not included within the scope of this assessment. However, based on the approximate dates of construction, ACMs may be present at the subject site. During Krazan’s January 10, 2019 site reconnaissance, no damaged building materials or friable suspect ACMs which appeared to be posing a health hazard were noted in the on-site structure in accessible areas. Prior to the disturbance of any of the suspect ACMs at this facility via demolition, a comprehensive asbestos survey designed to determine if the suspect ACM is a regulated material is recommended. If such materials are identified and need to be disturbed, repaired, or removed, a licensed abatement contractor should be consulted.

Lead-Based Paint
Although lead-based paint (LBP) was banned in 1978, many building constructed prior to 1978 have paint that contains lead. Lead from paint, chips, and dust can pose serious health hazards if not addressed properly.

The residential structures located on the subject site were constructed in at least 1937, 1979 and 1987.

It is unknown if the on-site structures contains LBP. An LBP survey and sampling of the on-site structures was not included within the scope of this assessment. However, based on the approximate dates of construction, LBP may be present at the subject site. During Krazan’s January 10, 2019, site reconnaissance, no evidence of chipped or peeling paint was observed in association with the on-site structures in accessible areas. Prior to the disturbance of any of the suspect LBP at this facility via demolition, a comprehensive LBP survey designed to determine if the suspect LBP is a regulated material is recommended. If such materials are identified and need to be disturbed, repaired, or removed, a licensed abatement contractor should be consulted.

Mold and Moisture Intrusion
A class of fungi, molds have been found to cause a variety of health problems in humans, including allergic, toxicological, and infectious responses. Molds are decomposers of organic materials, and thrive in humid environments, and produce spores to reproduce, just as plants produce seeds. When mold spores land on a damp spot indoors, they may begin growing and digesting whatever they are growing on in order to survive. When excessive moisture or water accumulates indoors, mold growth will often occur, particularly if the moisture problem remains undiscovered or unaddressed. As such, interior areas of buildings characterized by poor ventilation and high humidity are the most common locations of mold growth. Building materials including drywall, wallpaper, baseboards, wood framing, insulation and carpeting often play host to such growth. Moisture control is the key to mold 1223
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• Fix leaky plumbing and leaks in the building envelope as soon as possible. • Watch for condensation and wet spots. Fix source(s) of moisture problem(s) as soon as possible.
• Prevent moisture due to condensation by increasing surface temperature or reducing the moisture level in air (humidity). To increase surface temperature, insulate or increase air circulation. To reduce the moisture level in air, repair leaks, increase ventilation (if outside air is cold and dry), or dehumidify (if outdoor air is warm and humid). • Keep heating, ventilation, and air conditioning (HVAC) drip pans clean, flowing properly, and unobstructed.
• Vent moisture-generating appliances, such as dryers, to the outside where possible. • Maintain low indoor humidity, below 60% relative humidity (RH), ideally 30-50%, if possible.
• Perform regular building/HVAC inspections and maintenance as scheduled. • Clean and dry wet or damp spots within 48 hours.
• Do not let foundations stay wet. Provide drainage and slope the ground away from the foundation.

During Krazan’s January 10, 2019, site reconnaissance, spotty mold growth was observed on the exterior back wall of the rural residential structure observed to be located in the southern portion of the subject site. Although the paint beneath the area of mold growth generally appeared to be in good condition, it is unknown if the mold has penetrated the painted surface. The mold growth appears to be related to poor rain water runoff channeling from the roof of the structure. Mold growth was not apparent in any of the remaining structures observed. Given the situation observed on the rural residential structure and the potential for mold growth behind the impacted wallboard, if a higher level of awareness is desired, a mold survey should be conducted by a licensed contractor.

Radon
Radon is a radioactive gas that is found in certain geologic environments and is formed by the natural breakdown of radium, which is found in the earth’s crust. A radon survey was not included within the scope of this investigation; however, the State of California Department of Health Services (CDHS) maintains a statewide database of radon results in designated geographic areas. Radon detection 1224
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4.0 pico Curies per liter (pCi/L). The US EPA has prepared a map to assist National, State and local organizations to target their resources and to implement radon-resistant building codes. The map divides the country into three Radon Zones, Zone 1 being those areas with the average predicted indoor radon concentration in residential dwellings exceeding the EPA Action Limit of 4.0 pCi/L. It is important to note that the EPA has found homes with elevated levels of radon in all three zones, and the EPA recommends site-specific testing in order to determine radon levels at a specific location.

However, the map does give a valuable indication of the propensity of radon gas accumulation in structures. Review of the EPA Map of Radon Zones places the Property in Zone 2, where average predicted radon levels are between 2.0 and 4.0 pCi/L. Therefore, the available data suggests that the potential for radon to adversely impact the subject site appears to be low.

Wetlands
As defined by the U.S. EPA and the Department of Army, Corps of Engineers, wetlands are “those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions.” Jurisdictional wetlands are regulated under Section 404 of the Clean Water Act (1972, 1977, and 1987, and also the 1985 and 1990 Farm Bills), and are important for protection of aquatic waterfowl and species, water purification, and flood control.

According to current Corps of Engineers information, three basic criteria are currently used to define wetlands:
• Wetland hydrology - areas exhibiting surface or near-surface saturation or inundation at some point in time (greater than 12.5 percent of growing season defined on basis of frost-free days) during an average rainfall year.
• Hydrophilic vegetation - frequency of occurrence of wetland indicator plants (plant life growing in water, soil, or substrate that is periodically deficient in oxygen as a result of excessive water content).
• Hydric soil - landscape patterns identified by saturation, flooding, or ponding long enough during the growing season (generally seven days) which develop characteristic color changes in the upper part of the soil as a result of anaerobic conditions.

Based on Krazan’s reconnaissance of the subject site, evidence was not apparent to suggest that the site contained a wetland. Furthermore, according to the U. S. Fish & Wildlife Service (USFWS) National Wetlands Inventory available via the USFWS Internet website, the subject site does not 1225
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Environmental Non-Compliance Issues
No obvious material non-compliance issues were identified in connection with the subject site in the process of preparing this report.

Activity and Use Limitations
No activity and use limitations were identified in connection with the subject site in the process of preparing this report.

5.0 USER-PROVIDED INFORMATION
A review of user-provided information was conducted in order to help identify pertinent information regarding potential environmental impacts associated with the subject site. A Final Title Report or Environmental Lien Search were not provided to or prepared by Krazan in conjunction with this assessment.

5.1 Phase I Environmental Site Assessment User Questionnaire In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2001 (the Brownfields Amendments), the user must provide the following information (if available) to the environmental professional.

Failure to provide this information could result in a determination that all appropriate inquiry is not complete. The user is asked to provide information or knowledge of the following:

1. Environmental cleanup liens that are filed or recorded against the site.

2. Activity and land use limitations that are in place on the site or that have been filed or recorded in a registry.

3. Specialized knowledge or experience of the person seeking to qualify for the LLPs.

4. Relationship of the purchase price to the fair market value of the property if it were not contaminated.

5. Commonly known or reasonably ascertainable information about the property. 1226
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6. The degree of obviousness of the presence or likely presence of contamination at the property, and the ability to detect the contamination by appropriate investigation.

7. The reason for preparation of this Phase I ESA.

A completed questionnaire was not received from the user. The absence of a completed user questionnaire represents a data gap.

6.0 SITE USAGE SURVEY
The property usage survey included assessing property history, and reviewing local, state, and federal regulatory agency records.

6.1 Site History
A review of a previous environmental assessment, historical aerial photographs, a USGS topographic quadrangle map, City of Clovis Planning and Development Department (CCPDD) and Fresno County Public Works and Development Department (FCPWDD) records, reasonably ascertainable city directories, a search for historical fire insurance maps (HFIMs), and a Phase I ESA interview were utilized to assess the history of the subject site.

Aerial Photograph Interpretation
Historical aerial photographs dated 1937, 1946, 1950, 1957, 1962, 1967, 1973, 1979, 1984, 1987, 1998, 2005, 2009, 2012, and 2016 were reviewed to assess the history of the subject site. These photographs were obtained from Environmental Data Resources, Inc. (EDR). The aerial photograph summary is provided in the following Table V below. Please refer to Appendix A in the Table of Contents for a copy of the Historical Aerial Photographs.

TABLE V
Summary of Aerial Photograph Review
Year/Scale Site Use Site and Adjacent Property Observation 1937
1" = 500'
Agricultural/
Residential
A rural residential dwelling and associated out-structures are visible in the central-southern portion of the subject site. The subject site and adjacent properties appear to be utilized for agricultural purposes (row crops). The subject site is bounded to the west by N. Sunnyside Avenue, and to the south by a canal. Rural residential dwellings and associated out-structures are visible in the vicinity to the southwest, south and east of the subject site. Vicinity properties to the north, northwest and northeast of the subject site appear to be fallow land. 1227
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Additionally, the subject site is in cultivation and three garden plots are visible adjacent to the west of the residential dwelling. A rural residential dwelling and associated out-structures are visible on the northern adjacent property. A vicinity property to the south appears to be fallow land.
1950
1" = 500'
Agricultural/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 1946 aerial photograph except that the three garden plots are no longer visible adjacent to the west of the residential dwelling. E. Shepherd Avenue has been developed adjacent to the south of the subject site.
1957
1" = 500'
Agricultural/
Fallow Land/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 1950 aerial photograph except that the eastern portion of the subject site appears to be fallow land.

Several out-structures are no longer visible on the northern adjacent property and the property appears to be fallow land. The adjacent property to the east and vicinity properties to the northeast appear to be fallow land. Two large rectangular structures are visible on the southeastern adjacent property to the subject site. Vicinity properties to the southwest, south and southeast appear to be vacant land. A circular anomaly is visible in the southwestern corner of the subject site which does not appear in the 1957 or 1962 aerial photographs. 1962
1" = 500'
Agricultural/
Vacant Land/
Fallow Land/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 1957 aerial photograph except that the southeastern portion of the subject site has been cleared and graded for development. Vicinity properties to the north, northeast and east appear to be vacant land. Three additional large rectangular structures are visible on the southeastern adjacent property. 1967
1" = 500'
Agricultural/
Fallow Land/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 1962 aerial photograph except that the eastern portion of the subject site is vacant land. Two large rectangular structures are visible on the southeastern adjacent property to the subject site. Two rural residential structures are visible in the vicinity to the southwest of the subject site. 1973
1" = 500'
Agricultural/
Fallow Land/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 1967 aerial photograph except that the southwestern portion of the subject site appears to be utilized for agricultural purposes. Four rural residential dwellings and associated out-structures have been developed on the properties adjacent to the south of the subject site. Three additional large rectangular structures are visible on the southeastern adjacent property.
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Summary of Aerial Photograph Review
Year/Scale Site Use Site and Adjacent Property Observation 1979
1" = 500'
Agricultural/
Residential
The subject site appears to be utilized for agricultural purposes. A small residential structure has been developed in the southwestern corner of the northeastern portion of the subject site. One outstructure on the subject site has been removed and replaced with a barn approximately twice as large as the previous structure. At least 15 rural residential dwellings have been developed on the eastern adjacent property to the subject site. At least 8 rural residential dwellings have been developed in the vicinity to the south, 7 rural residential dwellings have been developed in the vicinity to the north and 7 rural residential dwellings have been developed in the vicinity to the northeast of the subject site.
1984
1" = 500'
Agricultural/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 1979 aerial photograph except that 5 rural residential dwellings have been developed, and at least 10 plots have been cleared for residential development, on the adjacent properties to the north and west of the subject site. Additionally, a new paved road has been developed to access the newly developed residences.
1987
1" = 500'
Agricultural/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 1984 aerial photograph except that a rural residential dwelling has been developed in the northwestern corner of the northeastern portion of the subject site.

The adjacent property to the west and vicinity properties to the west and northwest appear to be fallow land. Several additional structures have been developed on the rural residential properties adjacent to the east of the subject site.
1998
1" = 500'
Agricultural/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 1987 aerial photograph except that 10 rural residential dwellings have been developed on the adjacent properties to the north and west of the subject site. One rural residential dwelling has been developed on a vicinity property to the north of the subject site. The adjacent property to the west and vicinity properties to the west and northwest appear to have been recently cultivated.
2005
1" = 500'
Agricultural/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 1998 aerial photograph except that the adjacent property to the west and vicinity properties to the west and northwest appear to be utilized for agricultural purposes.

Residential tract housing has been developed in the vicinity to the southwest of the subject site.
2009
1" = 500'
Agricultural/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 2006 aerial photograph except that additional residential tract housing has been developed on the southeastern adjacent property and in the vicinity to the southwest of the subject site. A large commercial structure has been developed in the vicinity to the southeast of the subject site.
2012
1" = 500'
Agricultural/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 2009 aerial photograph. 1229
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1" = 500'
Agricultural/
Residential
Conditions on the subject site and the adjacent properties appear relatively similar to those noted in the 2012 aerial photograph except that Dry Creek Trailhead has been developed on a southwestern vicinity property, on the southwest corner of N. Sunnyside and E.

Shepherd Avenues. A PG&E Substation has been developed in the vicinity to the west of the subject site.

USGS Topographic Quadrangle Map
Krazan’s review of the USGS, 7.5 minute, Clovis California topographic quadrangle map dated 1964, photorevised 1981, indicates that two residential structures and a water well are depicted on the subject site. Refer to Figure No. 4, Topographic Map, for reference.

City of Clovis Planning and Development Department and Fresno County Public Works and Development Department
On January 9, 2019, the CCPDD and FCPWDD were visited to review building permit records for the subject site APNs of 557-021-19, -20 and -21, and the historical address of 5230 E. Shepherd Avenue.

No building permit records are on file with the CCPDD or FCPWDD for the current APNs or historical subject site addresses. Therefore, no permits for items such as underground storage tanks, demolition, or previous structures/features were revealed for the subject site.

City Directories
Krazan contracted with EDR to provide a review of available city directories for the subject site historic address of 5230 East Shepherd Avenue utilizing approximately five-year intervals. A summary of city directory information is presented in the following Table VI. Please refer to Appendix B in the Table of Contents for a copy of the EDR, City Directory Report.

TABLE VI
Polk Guides Directory Summary
Address Owner/Occupant Years
Subject Site

5230 East Shepherd Avenue CAL PECAN nuts edible 1996 to 2002

Sanborn Fire Insurance Maps
Krazan reviews SFIMs to evaluate prior land use of the subject site and the adjacent properties.

SFIMs typically exist for cities with populations of 2,000 or more, the coverage dependent on the location of the subject site within the city limits. Krazan contracted with EDR to provide copies of available SFIMs for the subject site and the adjacent properties as far back as 1867. EDR’s search of 1230
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6.2 Interviews
Krazan strives to conduct an interview with the owner of the subject site. The interview is designed to provide pertinent information regarding potential environmental impacts associated with the subject site.

Subject Site Owner
A completed owner questionnaire was not received from nor was an interview conducted with the property owner. The absence of a completed owner interview/questionnaire represents a data gap.

Previous Subject Site Owners/Occupants
An interview with a previous owner/occupant of the subject site was not reasonably ascertainable.

Consequently, the absence of information regarding the history and historical uses of the subject site obtained from an interview of the previous owner and/or occupant constitutes a data gap.

6.3 Agricultural Chemicals
Review of historical aerial photographs indicates the subject site was utilized for agricultural purposes from at least 1937 to present. It is not known if environmentally persistent pesticides and/or herbicides were historically applied to the crops grown on the subject site. Although the potential exists that environmentally persistent pesticides/herbicides were historically applied to the crops grown on the subject site, 1) no material evidence of the use of environmentally persistent pesticides/herbicides was obtained during the course of this assessment, 2) Krazan’s sampling analysis of surface soils from properties with similar agricultural histories in the subject site area has typically yielded nondetectable results or very low concentrations for analysis of environmentally persistent pesticides/herbicides, and 3) based upon the soil disturbance in conjunction with the grading and trenching activities during the proposed redevelopment of the subject site, it is likely that potential agricultural chemicals would be significantly mixed and diluted. Consequently, given the abovereferenced factors and Krazan’s experience in the subject site vicinity which generally indicates that the potential is low for elevated concentrations of environmentally persistent pesticides/herbicides related to agricultural cultivation to exist in the near-surface soils of common agricultural ground at concentrations which would require regulatory action, despite the absence of specific data, the potential for elevated concentrations of environmentally persistent pesticides/herbicides to currently 1231
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6.4 Regulatory Agency Interface
A review of regulatory agency records was conducted to help determine if hazardous materials have been handled, stored, or generated on the subject site and/or the adjacent properties and businesses.

Regulatory records are reviewed based on the following criteria: 1) properties with known soils and/or groundwater releases considered to represent the potential for impact to the subject site that are located within 1,760 feet of the subject site for constituents of concern impacts or 528 feet of the subject site for petroleum hydrocarbon impacts; 2) properties that are adjacent or in proximity to the subject site included within the EDR regulatory database report or noted during the site reconnaissance to possibly handle, store, or generate hazardous materials.

Fresno County Department of Community Health, Environmental Health System The Fresno County Department of Community Health, Environmental Health System (FCEHS) is the lead regulatory agency or Certified Unified Program Agency (CUPA) for hazardous materials handling facilities in Fresno County. Krazan’s review of the FCEHS CUPA and Solid Waste Programs Resource List (CUPA List) dated January 7, 2019, indicated that no records are on file with the FCEHS for the subject site. However, records are on file with the FCEHS for adjacent and vicinity properties which do not represent material evidence of the potential to represent environmental concern to the subject site. The factors and considerations utilized in deriving the above-referenced conclusion for each of the sites are summarized in the following Table VII.

TABLE VII
Proximate Property CUPA Listings
Site Name/Address
Orientation to Subject Site/
Groundwater Flow
Direction
Regulatory Status/
Potential to Impact
Subject Site
Wilson Development
Property
4767 E. Shepherd Avenue
Adjacent to the south of
subject site/
Southwest – Down/Crossgradient of subject site
UST Removal/ Closure
w/1 Tank/
Low
P-R Farms
4650 E. Shepherd Avenue
158 feet to the southwest of
subject site /
Southwest – Downgradient of
subject site
Hazardous Materials
Handler Farm
Exemption/
Low
PG&E Shepherd
Substation
N. Sunnyside Avenue
1,089 feet to the north/
northwest of subject site /
Southwest – Cross-gradient
of subject site
Small Hazardous
Materials Handler /
Low
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The City of Clovis Fire Department (CCFD) has jurisdiction for the fire protection for the subject site and the immediate vicinity. According to representatives of the CCFD, records of hazardous materials incidents are kept by the FCEHS. Additionally, hazardous/flammable incidents are filed according to the date of occurrence and by the location of occurrence with the FCEHS.

State of California Regional Water Quality Control Board – Geotracker Krazan’s January 9, 2019, review of the State of California Regional Water Quality Control Board (RWQCB) Geotracker database available via the RWQCB Internet Website indicated that no sites including LUST sites, cleanup program sites, land disposal sites, or military sites are listed for the subject site, the adjacent properties, or properties located within the subject site vicinity. Additionally, no permitted UST sites were determined to be located on or adjacent to the subject site.

State of California Department of Toxic Substances Control – Envirostor Krazan’s January 9, 2019, review of the State of California Department of Toxic Substances Control (DTSC) Envirostor database available via the DTSC’s Internet Website indicated that no sites including State response sites, voluntary cleanup sites, school cleanup sites, or military or school evaluation sites are listed for the subject site, the adjacent properties, or properties located within 1,000 feet of the subject site. Additionally, no Federal Superfund – National Priorities List (NPL) sites were determined to be located within a one-mile radius of the subject site.

California Department of Conservation, Division of Oil, Gas & Geothermal Resources - DOMS Krazan’s January 9, 2019, review of the State of California Department of Conservation, Division of Oil, Gas and Geothermal Resources (DOGGR) Online Mapping System (DOMS) indicated that no plugged and abandoned or producing oil wells are located on or adjacent to the subject site.

Local Area Tribal Records
No Indian reservations, USTs on Indian land, or LUSTs on Indian land were reported on the subject site, adjacent properties, or vicinity properties in the EDR-provided government database report.

6.5 Regulatory Agency Lists Review
Several agencies have published documents that list businesses or properties which have handled hazardous materials or waste or may have experienced site contamination. The lists consulted in the course of our assessment were compiled by EDR and Krazan and represent reasonably ascertainable 1233
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Krazan verified the location and distances of the properties Krazan deemed as having the potential to adversely impact the subject site. The actual location of the listed properties may differ from the EDR listing. Refer to the following Table VIII for a summary of the listed properties considered to have the potential to impact the subject site located within the specified ASTM Search Radii. The actual distances of the listed properties (which are summarized below) are based on observations during Krazan’s site reconnaissance. No EDR-listed unmapped (non geocoded) sites were determined to be located on or adjacent to the subject site. Please refer to Appendix D in the Table of Contents for a copy of the EDR Radius Map Report.
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TABLE VIII
Summary of Findings
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Summary of Findings
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Summary of Findings
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Summary of Findings
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KRAZAN & ASSOCIATES, INC.

With Offices Serving the Western United States
014-18235 Tract No. 6205 Property Phase I Report Final.doc There were no listings for the subject site or adjacent properties.

The following property was listed in the vicinity of the subject site:

P-R Farms, Inc. approximately 158-173 feet to the southwest 4648-4650 East Shepherd Avenue
According to EDR, this facility is listed a CUPA Listings, SWEEPS UST, CA FID UST, and HIST UST site including a 500-gallon gasoline tank and a 2,000-gallon diesel tank on a farm property installed in at least 1985. No records for releases or removal were found on file with the FCEHS, RWQCB or DTSC. Based on Krazan’s review of available regulatory records and its hydraulically cross-gradient location from the subject site, there is no evidence to suggest that this facility represents an environmental concern in connection with the subject site.

The remaining properties within the specified search radius of the subject site which appeared on local, state, or federally published lists of sites that use or have had releases of hazardous materials or petroleum products are of sufficient distance and/or situated hydraulically cross- or downgradient from the subject site such that impact to the subject site via groundwater migration is unlikely. In general, potentially hazardous materials released from facilities located approximately hydraulically upgradient within the subject site vicinity, or in a hydraulically cross-gradient direction in proximity to the site, may have a reasonable potential of migrating to the subject site via groundwater flow. This opinion is based on the assumption that non-vaporous hazardous materials generally do not migrate large distances laterally within the soil, but rather tend to migrate with groundwater in the general direction of groundwater flow. However, the potential for migration of volatile hazardous materials may include movement within soils, groundwater flow or potentially omni-directionally if present in a vaporous state.

Hazardous Materials Migration in Vapor
Hazardous materials or petroleum product vapors which may have the potential to migrate into the subsurface of the subject site may be caused by the release of vapors from contaminated soil or groundwater either on or in the vicinity of the subject site from current or historical uses of the subject site and/or adjacent or vicinity properties. Current or past land uses such as gasoline stations (using petroleum hydrocarbons), dry cleaning establishments (using chlorinated volatile organic compounds), former manufactured gas plant sites (using volatile and semi-volatile organic compounds), and former industrial sites such as those that had vapor degreasing or other parts-cleaning operations (using chlorinated volatile organic compounds) are of particular concern. Constituent of concern vapors are capable of migrating great distances omni-directionally along subsurface conduits such as pipelines, utility lines, sewer and stormwater lines, and building foundations. 1239
AGENDA ITEM NO. 6.

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KRAZAN & ASSOCIATES, INC.

With Offices Serving the Western United States
014-18235 Tract No. 6205 Property Phase I Report Final.doc Based on Krazan’s observations and review of the EDR regulatory database report, no listings of concern were determined to be associated with the subject site, adjacent properties, or properties located within the subject site vicinity. However, the screening process for vapor migration in connection with the subject site is described in the ASTM E 2600-10 Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions, an industry consensus methodology to assess vapor migration which is not included in the scope of work of this Phase I ESA.

No engineering control sites, sites with institutional controls, or sites with deed restrictions were listed for the subject site, adjacent sites or vicinity properties in the EDR Report.

7.0 DISCUSSION OF FINDINGS

TABLE IX
Summary of Conclusions
Apparent Evidence of RECs/PAOCs From: Not Noted Noted
Historical Uses X
Current Uses X
Adjacent or Vicinity Property Uses X
Historical Uses
Based on Krazan’s review of historical aerial photographs, a site reconnaissance, and contacts with the local regulatory agencies, there is evidence that PAOCs exist in connection with the historical uses of the subject site.

Current Uses
Based on Krazan’s site reconnaissance and contacts with local regulatory agencies, there is evidence that PAOCs exist in connection with the current uses of the subject site.

Adjacent or Vicinity Property Uses
Based on Krazan’s review of historical research of the subject site, a site reconnaissance, contacts with the State and local regulatory agencies, and review of the EDR regulatory database report, there is no evidence that RECs or PAOCs exist in connection with the subject site from adjacent or vicinity properties.
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7.1 Evaluation of Data Gaps/Data Failure
In accordance with ASTM E 1527-13 guidance, data gaps represent a lack of or inability to obtain information required by this practice despite good faith efforts by the environmental professional to gather such information. Data gaps may result from incompleteness in any of the activities required by this practice. Data failure represents the failure to achieve the historical research objectives of this practice even after reviewing the standard historical sources that are reasonably ascertainable and likely to be useful. Data failure is one type of data gap. The following is a summary of data gaps encountered in the process of preparing this report including an observation as to the presumed significance of that data gap to the conclusions of this assessment. • Inaccessibility (Section 4.1)
A small residential structure was observed to be located in the central-eastern portion of the subject site. Access was not granted to the structure at the time of the site reconnaissance because a trailer was parked up against the building, blocking the only entrance to the structure. Additionally, the three windows observed were all too frosted to allow observation of the interior. The absence of interior site inspection represents a data gap. However, given the apparent residential nature of the structure taken in consideration with the available information obtained in the course of preparing this report in conjunction with professional experience, there is no material evidence that this data gap might alter the conclusions of this assessment. However, the contents and condition of the interior of the unobservable structure are unknown.
• Absence of Final Title Report or Environmental Lien Search (Section 5.1) A Final Title Report or Environmental Lien Search were not provided by the Phase I ESA user, therefore a data gap exists. Taken in consideration with the available information obtained in the course of preparing this report in conjunction with professional experience, there is no evidence to suggest that this data gap might alter the conclusions of this assessment. However, the contents of a Final Title Report or Environmental Lien Search are unknown.
• Absence of User Questionnaire (Section 5.2)
A completed User Questionnaire was not provided by the Phase I ESA user; therefore, a data gap exists. Taken in consideration with the available information obtained in the course of preparing this report in conjunction with professional experience, there is no material evidence 1241
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014-18235 Tract No. 6205 Property Phase I Report Final.doc that this data gap might alter the conclusions of this assessment. However, the contents of a completed User Questionnaire are unknown.
• Unknown Date of First Development (Section 6.1)
Site history prior to 1937 was not reasonably ascertainable based upon review of standard historical sources. Consequently, data failure was encountered relative to date of first development of the subject site. Taken in consideration with the available information obtained in the course of preparing this report in conjunction with professional experience, there is no evidence to suggest that this data gap might alter the conclusions of this assessment. However, the date of first development of the subject site is unknown. • Absence of Interview with Current or Previous Property Owners/Occupants (Section 6.2) A Phase I ESA interview with the current or previous owners/occupants of the subject site was not reasonably ascertainable. Consequently, information regarding the history and historical uses of the subject site obtained from an interview of a current or previous owner and/or occupant constitutes a data gap. Taken in consideration with the available information obtained in the course of preparing this report in conjunction with professional experience, there is no material evidence that this data gap might alter the conclusions of this assessment.

However, the contents of an interview with a current/previous property owner are unknown.

8.0 CONCLUSIONS/OPINIONS
We have conducted a Phase I ESA of the subject site in conformance with the scope and limitations of the ASTM E 1527-13 Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process guidance documents. Any deviations from this practice were previously described in this report. During the course of this assessment, Krazan identified no evidence of recognized environmental conditions (RECs), controlled RECs (CRECs) and historical RECs (HRECs) in conjunction with the subject site as defined by ASTM E 1527-13. However, the following potential areas of concern (PAOCs), non-scope issues and site development issues are presented:

Project No. 014-18235
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KRAZAN & ASSOCIATES, INC.

With Offices Serving the Western United States
014-18235 Tract No. 6205 Property Phase I Report Final.doc minimis staining. The site reconnaissance was completed a day following a heavy rain event and it was not clear if the ground surface below the ASTs and/or drums exhibited any significant petroleum product staining because the ground remained saturated with rainwater precluding visual observations. Consequently, the specific condition of the ground surface underlying the ASTs and drums is unknown.
• Krazan’s review of aerial photographs indicates that the subject site was utilized for agricultural purposes from at least 1937 to the present and that residential structures and associated outbuildings occupied the property from at least 1937, 1979 and 1987 to the present. No records of USTs for the subject site are on file with the local regulatory agencies; however, USTs on rural or agricultural properties historically have been exempt from requirements for registration with regulatory agencies. Furthermore, Krazan’s experience with such properties has shown that it was not uncommon for property owners/operators to install USTs for their convenience, especially in the vicinity of structures, which are undocumented and whose presence would remain unknown in spite of the standard data research conducted in the course of this Phase I ESA. It is therefore possible that subsurface features such as unregistered fuel USTs may exist within the structure-related portions of the subject site which remain unknown based on the absence of any regulatory, municipality, and/or interview data, or other evidence indicating their presence or location. Consequently, despite an absence of data suggesting their presence, the presence or absence of USTs associated with on-site structures in a historical agricultural setting on the subject site is unknown.

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9.0 RELIANCE
This report was prepared solely for use by Client and should not be provided to any other person or entity without Krazan & Associates’ prior written consent. No party other than Client may rely on this report without Krazan & Associates’ express prior written consent. Reliance rights for third parties will only be in effect once requested by Client and authorized by Krazan & Associates with authorization granted by way of a Reliance Letter. The Reliance Letter will require that the relying party(ies) agree to be bound to the terms and conditions of the agreement between Client and Krazan & Associates as if originally issued to the relying party(ies), or as so stipulated in the Reliance Letter.

10.0 LIMITATIONS
The site reconnaissance and research of the subject site has been limited in scope. This type of assessment is undertaken with the calculated risk that the presence, full nature, and extent of contamination would not be revealed by visual observation alone. Although a thorough site reconnaissance was conducted in accordance with ASTM Guidelines and employing a professional standard of care, no warranty is given, either expressed or implied, that hazardous material contamination or buried structures, which would not have been disclosed through this investigation, do not exist at the subject site. Therefore, the data obtained are clear and accurate only to the degree implied by the sources and methods used.

The findings presented in this report were based upon field observations during a single property visit, review of available data, and discussions with local regulatory and advisory agencies. Observations describe only the conditions present at the time of this investigation. The data reviewed and observations made are limited to accessible areas and currently available records searched. Krazan cannot guarantee the completeness or accuracy of the regulatory agency records reviewed.

Additionally, in evaluating the property, Krazan has relied in good faith upon representations and information provided by individuals noted in the report with respect to present operations and existing property conditions, and the historical uses of the property. It must also be understood that changing circumstances in the property usage, proposed property usage, subject site zoning, and changes in the environmental status of the other nearby properties can alter the validity of conclusions and information contained in this report. Therefore, the data obtained are clear and accurate only to the degree implied by the sources and methods used.
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KRAZAN & ASSOCIATES, INC.

With Offices Serving the Western United States
014-18235 Tract No. 6205 Property Phase I Report Final.doc This report is provided for the exclusive use of the client noted on the cover page and shall be subject to the terms and conditions in the applicable contract between the client and Krazan. Any third party use of this report, including use by Client’s lender, shall also be subject to the terms and conditions governing the work in the contract between the client and Krazan. The unauthorized use of, reliance on, or release of the information contained in this report without the express written consent of Krazan is strictly prohibited and will be without risk or liability to Krazan. Conclusions and recommendations contained in this report are based on the evaluation of information made available during the course of this assessment. It is not warranted that such data cannot be superseded by future environmental, legal, geotechnical or technical developments. Consequently, given the possibility for unanticipated hazardous conditions to exist on a subject site which may not have been discovered, this Phase I ESA is not intended as the basis for a buyer or developer of real property to waive their rights of recovery based upon environmental unknowns. Parties that choose to waive rights of recovery prior to site development do so at their own risk.

Parties who seek to rely upon Phase I Environmental Site Assessment reports dated more than 180 days prior to the date of reliance do so at their own risk. This limitation in reliance is based on the potential for physical changes at the site, changes in circumstances, technological and professional advances, and guidance related to the continued viability of Environmental Site Assessment reports, user’s responsibilities, and requirements for updating of components of the inquiry as stated in the ASTM Standard E 1527-13.

11.0 QUALIFICATIONS
This Phase I ESA was conducted under the supervision or responsible charge of Krazan’s undersigned environmental assessor with oversight from the undersigned environmental professional. The work was conducted in accordance with ASTM E 1527-13 guidance, generally accepted industry standards for environmental due diligence in place at the time of the preparation of this report, and Krazan’s quality-control policies.

We declare that, to the best of our professional knowledge and belief, we meet the definition of environmental professional as defined in §312.10 of 40 CFR 312 and we have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property.
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KRAZAN & ASSOCIATES, INC.

With Offices Serving the Western United States
014-18235 Tract No. 6205 Property Phase I Report Final.doc We have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312.

Respectfully submitted,
KRAZAN & ASSOCIATES, INC.

Michelle L. Phillips
Environmental Specialist
Arthur C. Farkas, REA
Environmental Professional
MLP/ACF/mlt
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014-18235 Tract No. 6205 Property Phase I Report Final.doc

REFERENCES
Aerial photographs obtained from the Environmental Data Resources, Inc. (EDR).

American Society for Testing and Materials (ASTM), Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment (ESA) Process, ASTM Designation: E 1527-

13. ASTM, Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions, ASTM Designation E 2600-10.

City of Clovis Planning and Development Department (CCPDD).

Environmental Data Resources, Inc. (EDR), City Directory Report.

Environmental Data Resources, Inc. (EDR), Sanborn Fire Insurance Map Unmapped Property Report.

Environmental Data Resources, Inc. (EDR), Regulatory Database Report.

Fresno County Department of Community Health, Environmental Health System, Environmental Health Document Portal Website: http://www.fresnohealthinspections.org Fresno County Department of Community Health, Environmental Health System, Master Hazardous Materials Handling Facilities List, January 2019.

Fresno County Public Works and Development Department (FCPWDD) Harris, Mr. Jeffrey, with Wilson Homes, the Phase I user and owner representative.

State of California Department of Conservation, Division of Oil, Gas and Geothermal Resources (DOGGR) Maps Website: http://www.conservation.ca.gov/dog/maps/Pages/index_map.aspx State of California Department of Toxic Substances Control, Envirostor Website:
http://www.envirostor.dtsc.ca.gov/public
State of California Regional Water Quality Control Board, Geotracker Website:
http://geotracker.swrcb.ca.gov
State of California, Department of Water Resources, Lines of Equal Elevation of Water in Wells Unconfined Aquifer, San Joaquin Valley, Spring 2010.

U.S. Environmental Protection Agency (EPA) Map of Radon Zones.

U.S. Fish & Wildlife Service National Wetland Inventory Wetlands Mapper:
http://www.fws.gov/wetlands/Data/Mapper.html
U.S. Geological Survey, 7.5 minute Clovis, California topographic quadrangle map, dated 1964, photorevised 1981.
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014-18235 Tract No. 6205 Property Phase I Report Final.doc

GLOSSARY OF TERMS
Subject Site: The real property being investigated under this Phase I ESA.

Adjacent Properties: Properties which are contiguous with the subject site, or would be contiguous except for a street, road, or other public thoroughfare.

Subject Site Vicinity: Properties located within a 500-foot radius of the subject site.

Environmental Professional: A person meeting the education, training, and experience requirements as set forth in 40 CFR §312.10(b). The EP may be an independent contractor or an employee of the user.

User: The party seeking to use Practice E 1527 to complete an environmental site assessment of the subject site. A user may include, without limitation, a potential purchaser of the subject site, a potential tenant of the subject site, an owner of the subject site, a lender, or a property manager.

Recognized Environmental Condition (REC): In defining a standard of good commercial and customary practice for conducting an environmental site assessment of a parcel of property, the goal of the processes established by this practice is to identify recognized environmental conditions. The term recognized environmental conditions means the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions.

Controlled Recognized Environmental Condition (CREC): A recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). For example, if a leaking underground storage tank has been cleaned up to a commercial use standard, but does not meet unrestricted residential cleanup criteria, this would be considered a CREC. The “control” is represented by the restriction that the property use remain commercial. A condition considered by the environmental professional to be a CREC shall be listed in the findings section of the Phase I ESA report and as an REC in the conclusions section. A condition identified as a CREC does not imply that the environmental professional has evaluated or confirmed the adequacy, implementation, or continued effectiveness of the required control that has been, or is intended to be, implemented.

Historical Recognized Environmental Condition (HREC): A past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). Before calling the past release an HREC, the environmental professional must determine whether the past release is an REC at the time the Phase I ESA is conducted (for example, if there has been change in the regulatory criteria). If the EP considers the past release to be an REC at the time the Phase I ESA is conducted, the condition shall be included in the conclusions section of the report as an REC. 1248
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014-18235 Tract No. 6205 Property Phase I Report Final.doc GLOSSARY OF TERMS (continued)
Potential Area of Concern (PAOC): A term adopted to provide an alternative designation to the REC and HREC for a range of environmental issues related to current subject site uses, historical subject site uses, or from adjacent and/or vicinity property uses. The PAOC is utilized to emphasize full disclosure and provide the User with conclusions and recommendations related to potential environmental issues in connection with the subject site based on Krazan’s professional experience in cases where official documentation or other evidence may be absent in order to identify an REC or HREC, thereby aiding the User’s considerations of environmental due diligence risk tolerance.

Migrate/migration: For the purposes of this practice, “migrate” and “migration” refer to the movement of hazardous substances or petroleum products in any form, including, for example, solid and liquid at the surface or subsurface, and vapor in the subsurface. Vapor migration in the subsurface is described in ASTM E 2600-10 guidance; however, nothing in the E 1527-13 practice should be construed to require application of the E 2600-10 standard to achieve compliance with AAI.

De minimis condition: A condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Condition determined to be de minimis conditions are not RECS or CRECs.

Data Gap: A lack of or inability to obtain information required by this practice despite good faith efforts by the Environmental Professional to gather such information. Data gaps may result from incompleteness in any of the activities required by this practice, including, but not limited to the site reconnaissance and interviews.

Data Failure: A failure to achieve the historical research objectives even after reviewing the standard historical sources that are reasonably ascertainable and likely to be useful. Data failure is one type of data gap.
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014-18235 Tract No. 6205 Property Phase I Report Final.doc GLOSSARY OF TERMS (continued)
AAI
AC
ACM
AOC
APN
AST
ASTM
AS
AUL
bgs
BTEX
CERCLA
CESQG
CFR
CMU
COCs
DEULs
DOGGR
DTSC
EC
EDR
EP
EPA
ERP
ESA
ESL
FOIA
GPR
HCCD
HFIM
HMBP
HREC
HVAC
IC
LBP
LLP
LQG
LUC
LUST
MCL
μg/L
mg/kg
mg/L
MSDS
All Appropriate Inquiries
Asphalt Concrete
Asbestos-Containing Materials
Area of Concern
Assessor’s Parcel Number
Aboveground Storage Tank
American Society for Testing and Materials
Air Sparging
Activity & Use Limitations
Below Ground Surface
Benzene, Toluene, Ethylbenzene, Xylenes
Comprehensive Environmental Response
Compensation and Liability Act
Conditionally Exempt Small Quantity Generator
Code of Federal Regulations
Concrete Masonry Unit
Constituents of Concern
Declaration of Environmental Use Restrictions
Division of Oil, Gas & Geothermal Resources (CA)
Department of Toxic Substances Control (CA)
Engineering Control
Environmental Data Resources, Inc.

Environmental Professional
United States Environmental Protection Agency
Emergency Response Plan
Environmental Site Assessment
Environmental Screening Level
Freedom of Information Act
Ground Penetrating Radar
Haines Criss-Cross Directory
Historical Fire Insurance Map
Hazardous Materials Business Plan
Historical Recognized Environmental Condition
Heating, Ventilation, Air Conditioning
Institutional Control
Lead-Based Paint
Landowner Liability Protection
Large Quantity Generator
Land Use Control
Leaking Underground Storage Tank
Maximum Contaminant Level
Micrograms Per Liter
Milligrams Per Kilogram
Milligrams Per Liter
Material Safety Data Sheet
MTBE
MFR
ND
NFA
NPDES
NPL
O&M
PAOC
PCB
PCC
PCE
PEC
PGD
PG&E
PHCs
PID
ppb
ppm
PRG
PRP
RAP
RCRA
REC
RP
RWQCB
SBA
SFR
SPCC
SQG
SCE
SVE
SVOC
SWRCB
TCE
TPH
TPH-D
TPH-G
TPH-MO
TS
USGS
USFWS
UST
VEC
VES
VOCs
Methyl Tertiary Butyl Ether
Multi-Family Residential
Nondetectable
No Further Action (letter)
National Pollution Discharge Elimination System
National Priorities List
Operations & Maintenance Plan
Potential Area of Concern
Polychlorinated Biphenyl
Portland Cement Concrete
Perchloroethylene
Potential Environmental Concern (TS)
Polk Guide Directory
Pacific Gas & Electric
Petroleum Hydrocarbon Constituents
Photoionization Detector
Parts Per Billion
Parts Per Million
Preliminary Remediation Goal
Potentially Responsible Party
Remedial Action Plan
Resource Conservation and Recovery Act
Recognized Environmental Condition
Responsible Party
Regional Water Quality Control Board (CA)
Small Business Administration
Single-Family Residential
Spill Prevention Control and Countermeasure Plan
Small Quantity Generator
Southern California Edison
Soil Vapor Extraction
Semi-Volatile Organic Compound
State Water Resources Control Board
Trichloroethylene
Total Petroleum Hydrocarbons
Total Petroleum Hydrocarbons as Diesel
Total Petroleum Hydrocarbons as Gasoline
Total Petroleum Hydrocarbons as Motor Oil
Transaction Screen
United States Geological Survey
United States Fish & Wildlife Service
Underground Storage Tank
Vapor Encroachment Condition
Vapor Encroachment Screening
Volatile Organic Compounds
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VICINITY MAP Scale:

NTS
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Figure No.
1 SUBJECT SITE
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AGENDA ITEM NO. 6.

PARCEL MAP Scale:

NTS
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Figure No.
2 SUBJECT SITE
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AGENDA ITEM NO. 6.
= SUBJECT SITE BOUNDARY = WAREHOUSE
= AGRICULTURAL WATER WELL = UTILITY VAULT
= DOMESTIC WATER WELL
= POLE-MOUNTED TRANSFORMERS
= ASTS
= 55-GALLON DRUMS
= RESIDENTIAL DWELLING
SITE MAP Scale:

NTS
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Figure No.
3 1253
AGENDA ITEM NO. 6.

7.5-MINUTE SERIES

USGS TOPOGRAPHIC MAP

CLOVIS, CALIFORNIA
DATED 1964
PHOTOREVISED 1981
TOPOGRAPHIC MAP Scale:

NTS
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Figure No.
4 SUBJECT SITE
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AGENDA ITEM NO. 6.

Photo 1: Eastern-facing view of the southern boundary along E. Shepherd Avenue, from the southwestern corner of the subject site.

Photo 2: Northern-facing view of the western boundary along N. Sunnyside Avenue, from the southwestern corner of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18235
Date: January 2019
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
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AGENDA ITEM NO. 6.

Photo 3: Southern-facing view of the western boundary along N. Sunnyside Avenue from the westernmost northwestern corner of the subject site.

Photo 4: Eastern-facing view of the northern boundary of the western portion, from the westernmost northwestern corner of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18235
Date: January 2019
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
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AGENDA ITEM NO. 6.

Photo 5: Northern-facing view of the western boundary of the eastern portion of the subject site.

Photo 6: Eastern-facing view of the northern boundary of the eastern portion of the subject site from the northernmost northwestern corner. Visible are a domestic water well and associated tank.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
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AGENDA ITEM NO. 6.

Photo 7: Western-facing view of the northern boundary from the northeastern corner of the subject site.

Photo 8: Southern-facing view of the eastern boundary from the northeastern corner of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
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AGENDA ITEM NO. 6.

Photo 9: Northern-facing view of the eastern boundary from the southeastern corner of the subject site. Visible are two pole-mounted transformers.

Photo 10: Western-facing view of the southern boundary along E. Shepherd Avenue, from the southeastern corner of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1259
AGENDA ITEM NO. 6.

Photo 11: Northeastern-facing view of the rural residential structure located along the southern boundary of the subject site. Visible is a water well and utility vault.

Photo 12: Close up view of the water well observed to be located adjacent to the west of the rural residential structure located along the southern boundary of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1260
AGENDA ITEM NO. 6.

Photo 13: Southern-facing view of the rural residential structure located along the southern boundary of the subject site.

Photo 14: Interior view of the kitchen observed to be located in the rural residential structure located along the southern boundary of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1261
AGENDA ITEM NO. 6.

Photo 15: Close up view of the kitchen sink located in the rural residential structure located along the southern boundary of the subject site.

Photo 16: Interior view of the bathroom located in the rural residential structure located along the southern boundary of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1262
AGENDA ITEM NO. 6.

Photo 17: Interior view of the living room located in the rural residential structure located along the southern boundary of the subject site.

Photo 18: Interior view of the warehouse located adjacent to the north of the rural residential structure located in the southern portion of the subject site. Visible are pallets, a ladder and several refrigerators.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1263
AGENDA ITEM NO. 6.

Photo 19: Interior view of the men’s restroom observed to be located in the warehouse in the southern portion of the subject site.

Photo 20: Interior view of the warehouse located in the southern portion of the subject site.

Visible are pallets of bagged product, a forklift, a large crack in the concrete foundation, and de minimis staining.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1264
AGENDA ITEM NO. 6.

Photo 21: Interior view of a small storage room located inside the warehouse located in the southern portion of the subject site. Visible is a generator, Roundup herbicide, and Zinc Sulfate fertilizer.

Photo 22: Southern-facing view of three ASTs located adjacent to the north of the warehouse located in the southern portion of the subject site. Two ASTs contain diesel and the third AST contains gasoline.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1265
AGENDA ITEM NO. 6.

Photo 23: Close up view of the two diesel ASTs observed adjacent to the warehouse. De minimis staining was observed on the bottoms of the tanks.

Photo 24: Close up view of the gasoline AST observed adjacent to the warehouse. De minimis staining was observed on the bottom of the tank.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1266
AGENDA ITEM NO. 6.

Photo 25: Close up view of the ground below the ASTs, observed to be located adjacent to the north of the warehouse. Also visible are 55-gallon drums.

Photo 26: Northern-facing view of an electric-powered heater observed to be located in the bay of the warehouse located in the southern portion of the subject site. De minimis staining was observed around the motor.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1267
AGENDA ITEM NO. 6.

Photo 27: Close up view of a subsurface concrete pit observed to be located in the bay of the warehouse located in the southern portion of the subject site. The pit is utilized for drying pecans.

Photo 28: Close up view of access panels to a subsurface concrete pit, observed to be located in the bay of the warehouse located in the southern portion of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1268
AGENDA ITEM NO. 6.

Photo 29: Interior view of a shop room observed to be located in the warehouse located in the southern portion of the subject site. Visible are compressed gas cylinders.

Photo 30: Close up southern-facing view of three 55-gallon drums containing motor oil observed to be located adjacent to the north of the warehouse. De minimis staining was observed on the drums. Also visible are trash bins.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1269
AGENDA ITEM NO. 6.

Photo 31: Northern-facing view of a petroleum tank observed to be located adjacent to the north of the warehouse located in the southern portion of the subject site.

Photo 32: Southern-facing view of the warehouse observed to be located in the southern portion of the subject site. Visible are three ASTS and a petroleum tank.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1270
AGENDA ITEM NO. 6.

Photo 33: Northeastern-facing view of a water well and standpipe observed to be located in the southwestern corner of the subject site.

Photo 34: Eastern-facing view of a small residential dwelling and water well observed to be located in the central-eastern portion of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1271
AGENDA ITEM NO. 6.

Photo 35: Eastern-facing view of a small residential dwelling observed to be located in the central-eastern portion of the subject site. Visible is concrete debris, a trailer, a satellite dish and farming equipment.

Photo 36: Northwestern-facing view of a small residential dwelling observed to be located in the central-eastern portion of the subject site. Visible are stacks of tires, a portable water tank and a trailer.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1272
AGENDA ITEM NO. 6.

Photo 37: Close up western-facing view of a water well observed to be located adjacent to the east of the small residential dwelling.

Photo 38: Eastern-facing view of a water well and two pole-mounted transformers observed to be located in the central-eastern portion of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1273
AGENDA ITEM NO. 6.

Photo 39: Close up view of the water well observed to be located in the central-eastern portion of the subject site.

Photo 40: Close up view of the two pole-mounted transformers observed to be located in the central-eastern portion of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1274
AGENDA ITEM NO. 6.

Photo 41: Northwestern-facing view of a water well observed to be located in the northwestern portion of the subject site.

Photo 42: Western-facing view of a water well and associated water tank observed to be located in the northwestern portion of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1275
AGENDA ITEM NO. 6.

Photo 43: Eastern-facing view of a rural residential dwelling observed to be located in the northwestern portion of the subject site.

Photo 44: Interior view of the kitchen observed to be located in the rural residential structure located in the northwestern portion of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1276
AGENDA ITEM NO. 6.

Photo 45: Interior view of the living room located in the rural residential structure observed to be located in the northwestern portion of the subject site.

Photo 46: Interior view of the bathroom located in the rural residential structure observed to be located in the northwestern portion of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1277
AGENDA ITEM NO. 6.

Photo 47: Close up Interior view of the bathroom located in the rural residential structure observed to be located in the northwestern portion of the subject site.

Photo 48: Southern-facing view of the backyard of the rural residential structure observed to be located in the northwestern portion of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1278
AGENDA ITEM NO. 6.

Photo 49: Northern-facing view of the backyard of the rural residential structure observed to be located in the northwestern portion of the subject site.

Photo 50: Southwestern-facing view of the larger of two berms of tree branches and debris observed to be located along the eastern boundary of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1279
AGENDA ITEM NO. 6.

Photo 51: Southeastern-facing view of the larger of two berms of tree branches and debris observed to be located along the eastern boundary of the subject site.

Photo 52: Western-facing view of two utility vaults observed to be located on the southern boundary, along E. Shepherd Avenue, of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1280
AGENDA ITEM NO. 6.

Photo 53: Northwestern-facing view of a water well and stand pipe observed to be located in the eastern portion of the subject site.

Photo 54: Southeastern-facing view of the smaller of two berms of tree branches and debris observed to be located along the eastern boundary of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1281
AGENDA ITEM NO. 6.

Photo 55: Northeastern-facing view of the larger of two berms of tree branches and debris observed to be located along the eastern boundary of the subject site.

Photo 56: Northwestern-facing view of the larger of two berms of tree branches and debris observed to be located along the eastern boundary of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1282
AGENDA ITEM NO. 6.

Photo 57: Northern-facing view of the smaller of two berms of tree branches and debris observed to be located along the eastern boundary of the subject site. Also visible are three trailers.

Photo 58: Northern-facing view of two pole-mounted transformers observed to be located on the eastern boundary of the subject site.

TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CA 93619
Project No. 014-18198
Date: November 2018
Approved by: MP

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States 1283
AGENDA ITEM NO. 6.
1284
AGENDA ITEM NO. 6.
1937 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1285
AGENDA ITEM NO. 6.
1946 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1286
AGENDA ITEM NO. 6.
1950 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1287
AGENDA ITEM NO. 6.
1957 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1288
AGENDA ITEM NO. 6.
1962 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1289
AGENDA ITEM NO. 6.
1967 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1290
AGENDA ITEM NO. 6.
1973 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1291
AGENDA ITEM NO. 6.
1979 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1292
AGENDA ITEM NO. 6.
1984 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1293
AGENDA ITEM NO. 6.
1987 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1294
AGENDA ITEM NO. 6.
1998 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1295
AGENDA ITEM NO. 6.
2005 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1296
AGENDA ITEM NO. 6.
2009 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1297
AGENDA ITEM NO. 6.
2012 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1298
AGENDA ITEM NO. 6.
2016 AERIAL PHOTOGRAPH Scale:
1" = 500'
Date:

January 2019

SITE DEVELOPMENT ENGINEERS
With Offices Serving the Western United States
TRACT 6205 PROPERTY
NEC OF N. SUNNYSIDE AND
E. SHEPHERD AVENUES
CLOVIS, CALIFORNIA 93619
Drawn By:

MP
Approved by:

AF
Project No.
014-18235
Source:

EDR

SUBJECT SITE
1299
AGENDA ITEM NO. 6.
1300
AGENDA ITEM NO. 6.

TUDFW NR PURSHUW\
5230 E Shepherd Ave
Clovis, CA 93619
Inquiry Number: 5516721.5
December 19, 2018
TKH EDR&LW\ DLUHFWRU\ AEVWUDFW
$UPVWURQJ5RDG
6KHOWRQ&7

(QYLURQPHQWDO'DWD5HVRXUFHV,QF ZZZHGUQHWFRP
1301
AGENDA ITEM NO. 6.

TA%/E O) &ONTENT6
6E&T,ON
E[HFXWLYH 6XPPDU\
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&LW\ DLUHFWRU\ ,PDJHV
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Please contact EDR at 1-800-352-0050
with any questions or comments.

DLVFODLPHU &RS\ULJKW DQG TUDGHPDUN NRWLFH
This Report contains certain 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 :ARRANTY E;PRE66ED OR ,MP/,ED ,6 MADE :+AT6OE9ER ,N &ONNE&T,ON :,T+ T+,6 REPORT EN9,RONMENTA/ DATA RE6OUR&E6 ,N& 6PE&,),&A//Y D,6&/A,M6 T+E MA.,N* O) ANY 6U&+ :ARRANT,E6 ,N&/UD,N* :,T+OUT /,M,TAT,ON MER&+ANTA%,/,TY OR ),TNE66 )OR A PART,&U/AR U6E OR PURPO6E A// R,6. ,6 A66UMED %Y T+E U6ER ,N NO E9ENT 6+A// EN9,RONMENTA/ DATA RE6OUR&E6 ,N& %E /,A%/E TO ANYONE :+ET+ER AR,6,N* OUT O) ERROR6 OR OM,66,ON6 NE*/,*EN&E A&&,DENT OR ANY OT+ER &AU6E )OR ANY /O66 OR DAMA*E ,N&/UD,N* :,T+OUT /,M,TAT,ON 6PE&,A/ ,N&,DENTA/ &ON6E4UENT,A/ OR E;EMP/ARY DAMA*E6 ANY /,A%,/,TY ON T+E PART O) EN9,RONMENTA/ DATA RE6OUR&E6 ,N& ,6 6TR,&T/Y /,M,TED TO A RE)UND O) T+E AMOUNT PA,D )OR T+,6 REPORT Purchaser accepts this Report "AS IS". 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 orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice.

Copyright 2017 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.

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates.

All other trademarks used herein are the property of their respective owners. 1302
AGENDA ITEM NO. 6.

E;E&UT,9E 6UMMARY
DE6&R,PT,ON
Environmental Data Resources, Inc.¶s (EDR) City Directory Abstract 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 Abstract includes a search and abstract of available city directory data. For each address, the directory lists the name of the corresponding occupant at five year intervals.

Business directories including city, cross reference and telephone directories were reviewed, if available, at approximately five year intervals for the years spanning 1922 through 2014. This report compiles information gathered in this review by geocoding the latitude and longitude of properties identified and gathering information about properties within 660 feet of the target property.

A summary of the information obtained is provided in the text of this report.

RE&ORD 6OUR&E6
EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive 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. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright.

RE6EAR&+ 6UMMARY
The following research sources were consulted in the preparation of this report. An "X" indicates where information was identified in the source and provided in this report. <HDU 6RXUFH 73 $GMRLQLQJ 7H[W$EVWUDFW 6RXUFH,PDJH
2014 EDR Digital Archive -- - -
2010 EDR Digital Archive -- - -
2005 EDR Digital Archive -- - -
2002 R.L. Polk & Co Publishers -X X -
R.L. Polk & Co Publishers XX X -
1996 R.L. Polk & Co Publishers -X X -
R.L. Polk & Co Publishers XX X -
1990 R.L. Polk & Co Publishers -- - -
1986 R.L. Polk & Co Publishers -- - -
1980 R.L. Polk & Co Publishers -- - -
1975 R.L. Polk & Co Publishers -- - -
1970 R.L. Polk & Co Publisher -- - -
5516721- 5 Page 1
1303
AGENDA ITEM NO. 6.

E;E&UT,9E 6UMMARY
<HDU 6RXUFH 73 $GMRLQLQJ 7H[W$EVWUDFW 6RXUFH,PDJH
1965 R.L. Polk & Co Publisher -- - -
1962 Pacific Telephone -- - -
1958 R.L. Polk & Co Publishers -- - -
1952 R.L. Polk & Co Publishers -- - -
1947 R.L. Polk & Co Publishers -- - -
1942 R.L. Polk & Co Publishers -- - -
1937 R.L. Polk & Co Publishers -- - -
1932 R.L. Polk & Co Publishers -- - -
1927 R.L. Polk & Co Publishers -- - -
1922 Polk: Husted Directory Co. -- - -
5516721- 5 Page 2
1304
AGENDA ITEM NO. 6.
),ND,N*6
TAR*ET PROPERTY ,N)ORMAT,ON
ADDRE66
5230 E Shepherd Ave
Clovis, CA 93619
),ND,N*6 DETA,/
Target Property research detail.

E 6+EP+ERD A9E
E 6+EP+ERD A9E
<HDU 8VHV 6RXUFH
2002 CAL PECAN nuts edible R.L. Polk & Co Publishers
1996 CAL PECAN 9526 R R.L. Polk & Co Publishers
5516721- 5 Page 3
1305
AGENDA ITEM NO. 6.
),ND,N*6
AD-O,N,N* PROPERTY DETA,/
The following AdMoining Property addresses were researched for this report. Detailed findings are provided for each address.

E 6+EP+ERD A9E
E 6+EP+ERD A9E
<HDU 8VHV 6RXUFH
2002 Turl Grace E R.L. Polk & Co Publishers
Turf Paul D B 3 A R.L. Polk & Co Publishers
E 6+EP+ERD A9E
<HDU 8VHV 6RXUFH
2002 Bogle Darren D 82 A R.L. Polk & Co Publishers
Bogle Aime L R.L. Polk & Co Publishers
1996 Barry Marilyn 8861 R R.L. Polk & Co Publishers
Barry Wesley 8661 R R.L. Polk & Co Publishers
N )O:/ER A9E
N )O:/ER A9E
<HDU 8VHV 6RXUFH
2002 N FOWLER AVE R.L. Polk & Co Publishers
FONTANA TRAINING STABLES horse
training
R.L. Polk & Co Publishers
N )O:/ER A9E
<HDU 8VHV 6RXUFH
2002 Hoffman Dale F & -anna 81 A R.L. Polk & Co Publishers N )O:/ER A9E
<HDU 8VHV 6RXUFH
2002 Cotfman -ohn E R.L. Polk & Co Publishers
N )O:/ER A9E
<HDU 8VHV 6RXUFH
2002 Not Verified R.L. Polk & Co Publishers

N )O:/ER A9E
<HDU 8VHV 6RXUFH
2002 Gallinetti -ake - & Kathryn 81 A R.L. Polk & Co Publishers 5516721- 5 Page 4
1306
AGENDA ITEM NO. 6.
<HDU 8VHV 6RXUFH
),ND,N*6
<HDU 8VHV 6RXUFH
1996 Gallinetli -ake 8652 R R.L. Polk & Co Publishers

N )O:/ER A9E
<HDU 8VHV 6RXUFH
2002 Nelson Daryl R R.L. Polk & Co Publishers
Nelson Yu G 11 A R.L. Polk & Co Publishers

N )O:/ER A9E
<HDU 8VHV 6RXUFH
2002 Kenneth Roger L & Linda 81 a R.L. Polk & Co Publishers

N )O:/ER A9E
<HDU 8VHV 6RXUFH
2002 Russell Dana S Eh 1 A R.L. Polk & Co Publishers
Russell Sydnee A R.L. Polk & Co Publishers

N )O:/ER A9E
<HDU 8VHV 6RXUFH
2002 Not Verified R.L. Polk & Co Publishers

N )O:/ER A9E
<HDU 8VHV 6RXUFH
2002 Aguilar Graciela E R.L. Polk & Co Publishers
Aguilar Luis E R.L. Polk & Co Publishers
1996 Aguilar Luis 8826 R R.L. Polk & Co Publishers

N )O:/ER A9E
<HDU 8VHV 6RXUFH
2002 Garcia Rae S R.L. Polk & Co Publishers
Garcia Ted M 81 A R.L. Polk & Co Publishers
5516721- 5 Page 5
1307
AGENDA ITEM NO. 6.
),ND,N*6
AD-O,N,N* PROPERTY
ADDRE66E6 NOT ,DENT,),ED ,N RE6EAR&+ 6OUR&E
The following AdMoining Property addresses were researched for this report, and the addresses were not identified in research source.

AGGUHVV RHVHDUFKHG AGGUHVV NRW ,GHQWLILHG LQ RHVHDUFK 6RXUFH 5157 E SHEPHERD AVE 2014, 2010, 2005, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
5211 E SHEPHERD AVE 2014, 2010, 2005, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
8860 N FOWLER AVE 2014, 2010, 2005, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
8870 N FOWLER AVE 2014, 2010, 2005, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
8876 N FOWLER AVE 2014, 2010, 2005, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
8878 N FOWLER AVE 2014, 2010, 2005, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
8901 N FOWLER AVE 2014, 2010, 2005, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
9029 N FOWLER AVE 2014, 2010, 2005, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
9048 N FOWLER AVE 2014, 2010, 2005, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
9077 N FOWLER AVE 2014, 2010, 2005, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
9090 N FOWLER AVE 2014, 2010, 2005, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
9105 N FOWLER AVE 2014, 2010, 2005, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
9118 N FOWLER AVE 2014, 2010, 2005, 1996, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
1308
AGENDA ITEM NO. 6.

TAR*ET PROPERTY
ADDRE66 NOT ,DENT,),ED ,N RE6EAR&+ 6OUR&E
The following Target Property addresses were researched for this report, and the addresses were not identified in the research source.

AGGUHVV RHVHDUFKHG AGGUHVV NRW ,GHQWLILHG LQ RHVHDUFK 6RXUFH 5230 E Shepherd Ave 2014, 2010, 2005, 1990, 1986, 1980, 1975, 1970, 1965, 1962, 1958, 1952, 1947, 1942, 1937, 1932, 1927, 1922
1309
AGENDA ITEM NO. 6.
1310
AGENDA ITEM NO. 6.
&HUWLILHG6DQERUQ0DS5HSRUW
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Tract No. 6205 Property
5230 E Shepherd Ave
Clovis, CA 93619
December 19, 2018
5516721.3
1311
AGENDA ITEM NO. 6.
&HUWLILHG6DQERUQ0DS5HSRUW
&HUWLILHG6DQERUQ Results:

Disclaimer - Copyright and Trademark 1otice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. 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
('5,QTXLU\ &RQWDFW

6LWH1DPH
&OLHQW1DPH

&HUWLILFDWLRQ
32
3URMHFW
12/19/18
5230 E Shepherd Ave
Tract No. 6205 Property Krazan & Associates, Inc.
215 West Dakota
Clovis, CA 93619
5516721.3
Clovis, CA 93612
Michelle Phillips
The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Krazan & Associates, 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.
3956-4D4B-8352
014-18235 MLP

UNMAPPED PROPERTY
Tract No. 6205 Property
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 #: 3956-4D4B-8352
Krazan & Associates, 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, 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 ANY SUCH 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, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". 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 a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.

Additionally, the information provided in this Report is not to be construed as legal advice.

Copyright 2018 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. 5516721 3 2
1312
AGENDA ITEM NO. 6.
1313
AGENDA ITEM NO. 6.

FORM-LBC-DCA
®kcehCoeGhtiwtropeR™paMsuidaRRDEehT
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Tract No. 6205 Property
5230 E Shepherd Ave
Clovis, CA 93619
Inquiry Number: 5516721.2s
December 19, 2018
1314
AGENDA ITEM NO. 6.

SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 8
Orphan Summary 16
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-14
Physical Setting Source Map Findings A-16
Physical Setting Source Records Searched PSGR-1
TC5516721.2s Page 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, 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 ANY SUCH 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,

ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". 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 a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice.

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners.

TABLE OF CONTENTS
1315
AGENDA ITEM NO. 6.

EXECUTIVE SUMMARY
TC5516721.2s 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 (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate.

TARGET PROPERTY INFORMATION

ADDRESS
5230 E SHEPHERD AVE
CLOVIS, CA 93619

COORDINATES
Latitude (North): 36.8685000 - 36° 52’ 6.60’’
Longitude (West): 119.6907520 - 119° 41’ 26.70’’
Universal Tranverse Mercator: Zone 11
UTM X (Meters): 260145.1
UTM Y (Meters): 4083462.5
Elevation: 388 ft. above sea level

USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map: 5603160 CLOVIS, CA
Version Date: 2012
North Map: 5603174 FRIANT, CA
Version Date: 2012

AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20140618, 20140619
Source: USDA
1316
AGENDA ITEM NO. 6.
5516721.2s Page 2
8 NORTH CLOVIS AVENUE CLOVIS AVENUE/TEAGUE ENVIROSTOR, SCH Lower 3349, 0.634, SW 7 PG&E SHEPHERD SUBSTA N SUNNYSIDE AVE CUPA Listings Lower 1089, 0.206, NNW A6 P-R FARMS INC 4648 E SHEPHERD HIST UST Higher 173, 0.033, SW A5 P-R FARMS INC. 4648 E SHEPHERD SWEEPS UST, CA FID UST Higher 173, 0.033, SW A4 P-R FARMS INC 4650 E SHEPHERD HIST UST Higher 158, 0.030, SW A3 P-R FARMS INC. 4650 E SHEPHERD SWEEPS UST, CA FID UST Higher 158, 0.030, SW A2 P-R FARMS 4650 E SHEPHERD AVE CUPA Listings Higher 158, 0.030, SW 1 WILSON DEVELOPMENT P 4767 E SHEPHERD CUPA Listings Higher 62, 0.012, SSW

MAPPED SITES SUMMARY
Target Property Address:
5230 E SHEPHERD AVE
CLOVIS, CA 93619
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1317
AGENDA ITEM NO. 6.

EXECUTIVE SUMMARY
TC5516721.2s EXECUTIVE SUMMARY 3

TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.

DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases:

STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL National Priority List
Proposed NPL Proposed National Priority List Sites
NPL LIENS Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL National Priority List Deletions
Federal CERCLIS list
FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list
CORRACTS Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF RCRA - Treatment, Storage and Disposal
Federal RCRA generators list
RCRA-LQG RCRA - Large Quantity Generators
RCRA-SQG RCRA - Small Quantity Generators
RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System
US ENG CONTROLS Engineering Controls Sites List
1318
AGENDA ITEM NO. 6.

EXECUTIVE SUMMARY
TC5516721.2s EXECUTIVE SUMMARY 4
US INST CONTROL Sites with Institutional Controls
Federal ERNS list
ERNS Emergency Response Notification System
State- and tribal - equivalent NPL
RESPONSE State Response Sites
State and tribal landfill and/or solid waste disposal site lists SWF/LF Solid Waste Information System
State and tribal leaking storage tank lists
LUST Geotracker’s Leaking Underground Fuel Tank Report
INDIAN LUST Leaking Underground Storage Tanks on Indian Land CPS-SLIC Statewide SLIC Cases
State and tribal registered storage tank lists
FEMA UST Underground Storage Tank Listing
UST Active UST Facilities
AST Aboveground Petroleum Storage Tank Facilities
INDIAN UST Underground Storage Tanks on Indian Land
State and tribal voluntary cleanup sites
INDIAN VCP Voluntary Cleanup Priority Listing
VCP Voluntary Cleanup Program Properties
State and tribal Brownfields sites
BROWNFIELDS Considered Brownfieds Sites Listing

ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS A Listing of Brownfields Sites
Local Lists of Landfill / Solid Waste Disposal Sites
WMUDS/SWAT Waste Management Unit Database
SWRCY Recycler Database
HAULERS Registered Waste Tire Haulers Listing
INDIAN ODI Report on the Status of Open Dumps on Indian Lands ODI Open Dump Inventory
DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations IHS OPEN DUMPS Open Dumps on Indian Land
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL Delisted National Clandestine Laboratory Register 1319
AGENDA ITEM NO. 6.

EXECUTIVE SUMMARY
TC5516721.2s EXECUTIVE SUMMARY 5
HIST Cal-Sites Historical Calsites Database
SCH School Property Evaluation Program
CDL Clandestine Drug Labs

CERS HAZ WASTE CERS HAZ WASTE
Toxic Pits Toxic Pits Cleanup Act Sites
US CDL National Clandestine Laboratory Register
Local Lists of Registered Storage Tanks
CERS TANKS California Environmental Reporting System (CERS) Tanks Local Land Records
LIENS Environmental Liens Listing
LIENS 2 CERCLA Lien Information
DEED Deed Restriction Listing
Records of Emergency Release Reports
HMIRS Hazardous Materials Information Reporting System
CHMIRS California Hazardous Material Incident Report System LDS Land Disposal Sites Listing
MCS Military Cleanup Sites Listing
SPILLS 90 SPILLS 90 data from FirstSearch
Other Ascertainable Records
RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated FUDS Formerly Used Defense Sites
DOD Department of Defense Sites
SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information

EPA WATCH LIST EPA WATCH LIST
2020 COR ACTION 2020 Corrective Action Program List
TSCA Toxic Substances Control Act
TRIS Toxic Chemical Release Inventory System
SSTS Section 7 Tracking Systems
ROD Records Of Decision
RMP Risk Management Plans
RAATS RCRA Administrative Action Tracking System
PRP Potentially Responsible Parties
PADS PCB Activity Database System
ICIS Integrated Compliance Information System
FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
MLTS Material Licensing Tracking System
COAL ASH DOE Steam-Electric Plant Operation Data
COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database
RADINFO Radiation Information Database
HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data
CONSENT Superfund (CERCLA) Consent Decrees
INDIAN RESERV Indian Reservations
FUSRAP Formerly Utilized Sites Remedial Action Program
1320
AGENDA ITEM NO. 6.

EXECUTIVE SUMMARY
TC5516721.2s EXECUTIVE SUMMARY 6
UMTRA Uranium Mill Tailings Sites
LEAD SMELTERS Lead Smelter Sites
US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File
ABANDONED MINES Abandoned Mines
FINDS Facility Index System/Facility Registry System
DOCKET HWC Hazardous Waste Compliance Docket Listing
UXO Unexploded Ordnance Sites
ECHO Enforcement & Compliance History Information
FUELS PROGRAM EPA Fuels Program Registered Listing
CA BOND EXP. PLAN Bond Expenditure Plan
Cortese "Cortese" Hazardous Waste & Substances Sites List DRYCLEANERS Cleaner Facilities
EMI Emissions Inventory Data
ENF Enforcement Action Listing
Financial Assurance Financial Assurance Information Listing HAZNET Facility and Manifest Data

ICE ICE
HIST CORTESE Hazardous Waste & Substance Site List
HWP EnviroStor Permitted Facilities Listing
HWT Registered Hazardous Waste Transporter Database
MINES Mines Site Location Listing
MWMP Medical Waste Management Program Listing
NPDES NPDES Permits Listing
PEST LIC Pesticide Regulation Licenses Listing
PROC Certified Processors Database
Notify 65 Proposition 65 Records
UIC UIC Listing
WASTEWATER PITS Oil Wastewater Pits Listing
WDS Waste Discharge System

CERS CERS
WIP Well Investigation Program Case List

NON-CASE INFO NON-CASE INFO (GEOTRACKER)

MILITARY PRIV SITES MILITARY PRIV SITES (GEOTRACKER)
WDR Waste Discharge Requirements Listing

PROD WATER PONDS PROD WATER PONDS (GEOTRACKER)
CIWQS California Integrated Water Quality System

SAMPLING POINT SAMPLING POINT (GEOTRACKER)

OTHER OIL GAS OTHER OIL & GAS (GEOTRACKER)

PROJECT PROJECT (GEOTRACKER)
WELL STIM PROJ Well Stimulation Project (GEOTRACKER)

UIC GEO UIC GEO (GEOTRACKER)

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP EDR Proprietary Manufactured Gas Plants
EDR Hist Auto EDR Exclusive Historical Auto Stations
EDR Hist Cleaner EDR Exclusive Historical Cleaners

EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF Recovered Government Archive Solid Waste Facilities List 1321
AGENDA ITEM NO. 6.

EXECUTIVE SUMMARY
TC5516721.2s EXECUTIVE SUMMARY 7
RGA LUST Recovered Government Archive Leaking Underground Storage Tank 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
State- and tribal - equivalent CERCLIS
ENVIROSTOR: The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites.

A review of the ENVIROSTOR list, as provided by EDR, and dated 10/29/2018 has revealed that there is 1 ENVIROSTOR site within approximately 1 mile of the target property.

Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ NORTH CLOVIS AVENUE CLOVIS AVENUE/TEAGUE SW 1/2 - 1 (0.634 mi.) 8 12 Facility Id: 10010017
Status: No Further Action

ADDITIONAL ENVIRONMENTAL RECORDS
Local Lists of Registered Storage Tanks
SWEEPS UST: Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list.

A review of the SWEEPS UST list, as provided by EDR, and dated 06/01/1994 has revealed that there are 1322
AGENDA ITEM NO. 6.

EXECUTIVE SUMMARY
TC5516721.2s EXECUTIVE SUMMARY 8
2 SWEEPS UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ P-R FARMS INC. 4650 E SHEPHERD SW 0 - 1/8 (0.030 mi.) A3 8 Status: A
Tank Status: A
Comp Number: 31021
P-R FARMS INC. 4648 E SHEPHERD SW 0 - 1/8 (0.033 mi.) A5 10 Status: A
Tank Status: A
Comp Number: 31016
HIST UST: Historical UST Registered Database.

A review of the HIST UST list, as provided by EDR, and dated 10/15/1990 has revealed that there are 2 HIST UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ P-R FARMS INC 4650 E SHEPHERD SW 0 - 1/8 (0.030 mi.) A4 9 Facility Id: 00000031021
P-R FARMS INC 4648 E SHEPHERD SW 0 - 1/8 (0.033 mi.) A6 11 Facility Id: 00000031016
CA FID UST: The Facility Inventory Database contains active and inactive underground storage tank locations. The source is the State Water Resource Control Board.

A review of the CA FID UST list, as provided by EDR, and dated 10/31/1994 has revealed that there are 2 CA FID UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ P-R FARMS INC. 4650 E SHEPHERD SW 0 - 1/8 (0.030 mi.) A3 8 Facility Id: 10006298
Status: A
P-R FARMS INC. 4648 E SHEPHERD SW 0 - 1/8 (0.033 mi.) A5 10 Facility Id: 10006294
Status: A
Other Ascertainable Records
CUPA Listings: A listing of sites included in the county’s Certified Unified Program Agency database.

California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities.

A review of the CUPA Listings list, as provided by EDR, has revealed that there are 3 CUPA Listings sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ WILSON DEVELOPMENT P 4767 E SHEPHERD SSW 0 - 1/8 (0.012 mi.) 1 8 Database: CUPA FRESNO, Date of Government Version: 10/16/2018 1323
AGENDA ITEM NO. 6.

EXECUTIVE SUMMARY
TC5516721.2s EXECUTIVE SUMMARY 9
Facility Id: FA0276751
P-R FARMS 4650 E SHEPHERD AVE SW 0 - 1/8 (0.030 mi.) A2 8 Database: CUPA FRESNO, Date of Government Version: 10/16/2018 Facility Id: FA0271888
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ PG&E SHEPHERD SUBSTA N SUNNYSIDE AVE NNW 1/8 - 1/4 (0.206 mi.) 7 12 Database: CUPA FRESNO, Date of Government Version: 10/16/2018 Facility Id: FA0284459
1324
AGENDA ITEM NO. 6.

EXECUTIVE SUMMARY
TC5516721.2s EXECUTIVE SUMMARY 10
Due to poor or inadequate address information, the following sites were not mapped. Count: 1 records.

Site Name Database(s) ____________ ____________
TRACT NO 5045 CIWQS
1325
AGENDA ITEM NO. 6.

EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1326
AGENDA ITEM NO. 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

STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL 1.000 0 0 0 0 NR 0
Proposed NPL 1.000 0 0 0 0 NR 0
NPL LIENS 0.001 0 NR NR NR NR 0
Federal Delisted NPL site list
Delisted NPL 1.000 0 0 0 0 NR 0
Federal CERCLIS list
FEDERAL FACILITY 0.500 0 0 0 NR NR 0
SEMS 0.500 0 0 0 NR NR 0
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE 0.500 0 0 0 NR NR 0
Federal RCRA CORRACTS facilities list
CORRACTS 1.000 0 0 0 0 NR 0
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF 0.500 0 0 0 NR NR 0
Federal RCRA generators list
RCRA-LQG 0.250 0 0 NR NR NR 0
RCRA-SQG 0.250 0 0 NR NR NR 0
RCRA-CESQG 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 CONTROL 0.500 0 0 0 NR NR 0
Federal ERNS list
ERNS 0.001 0 NR NR NR NR 0
State- and tribal - equivalent NPL
RESPONSE 1.000 0 0 0 0 NR 0
State- and tribal - equivalent CERCLIS
ENVIROSTOR 1.000 0 0 0 1 NR 1
State and tribal landfill and/or
solid waste disposal site lists
SWF/LF 0.500 0 0 0 NR NR 0
State and tribal leaking storage tank lists
LUST 0.500 0 0 0 NR NR 0
TC5516721.2s Page 4 1328
AGENDA ITEM NO. 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 INDIAN LUST 0.500 0 0 0 NR NR 0
CPS-SLIC 0.500 0 0 0 NR NR 0
State and tribal registered storage tank lists
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
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
State and tribal Brownfields 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
CERS HAZ WASTE 0.250 0 0 NR NR NR 0
Toxic Pits 1.000 0 0 0 0 NR 0
US CDL 0.001 0 NR NR NR NR 0
Local Lists of Registered Storage Tanks
SWEEPS UST 0.250 2 0 NR NR NR 2
HIST UST 0.250 2 0 NR NR NR 2
CERS TANKS 0.250 0 0 NR NR NR 0
CA FID UST 0.250 2 0 NR NR NR 2
Local Land Records
LIENS 0.001 0 NR NR NR NR 0
LIENS 2 0.001 0 NR NR NR NR 0
TC5516721.2s Page 5 1329
AGENDA ITEM NO. 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 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 0 0 NR NR NR 0
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 0.001 0 NR NR NR 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
ABANDONED MINES 0.001 0 NR NR NR NR 0
FINDS 0.001 0 NR NR NR NR 0
DOCKET HWC 0.001 0 NR NR NR NR 0
UXO 1.000 0 0 0 0 NR 0
ECHO 0.001 0 NR NR NR NR 0
FUELS PROGRAM 0.250 0 0 NR NR NR 0
CA BOND EXP. PLAN 1.000 0 0 0 0 NR 0
Cortese 0.500 0 0 0 NR NR 0
CUPA Listings 0.250 2 1 NR NR NR 3
DRYCLEANERS 0.250 0 0 NR NR NR 0
TC5516721.2s Page 6 1330
AGENDA ITEM NO. 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 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
HAZNET 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
MINES 0.001 0 NR 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
UIC 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
CERS 0.001 0 NR NR NR NR 0
WIP 0.250 0 0 NR NR NR 0
NON-CASE INFO 0.001 0 NR NR NR NR 0
MILITARY PRIV SITES 0.001 0 NR NR NR NR 0
WDR 0.001 0 NR NR NR NR 0
PROD WATER PONDS 0.001 0 NR NR NR NR 0
CIWQS 0.001 0 NR NR NR NR 0
SAMPLING POINT 0.001 0 NR NR NR NR 0
OTHER OIL GAS 0.001 0 NR NR NR NR 0
PROJECT 0.001 0 NR NR NR NR 0
WELL STIM PROJ 0.001 0 NR NR NR NR 0
UIC GEO 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
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 8 1 0 1 0 10
NOTES:

TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC5516721.2s Page 7 1331
AGENDA ITEM NO. 6.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Program Element: UST REMOVAL/CLOSURE W/1 TANK
GIS Longitude: Not reported
GIS Latitude: Not reported
SWIS Number: Not reported
CERS Id: Not reported
APM Number: 56003109
Cross Street: Not reported
Facility ID: FA0276751
CUPA FRESNO:
62 ft.

0.012 mi.

Relative:

Higher
Actual:
388 ft.
< 1/8 CLOVIS, CA 93611
SSW 4767 E SHEPHERD N/A
1 WILSON DEVELOPMENT PROPERTY S106112709 CUPA Listings
Program Element: HAZARDOUS MATERIALS HANDLER FARM EXEMPTION GIS Longitude: Not reported
GIS Latitude: Not reported
SWIS Number: Not reported
CERS Id: 10701280
APM Number: Not reported
Cross Street: Not reported
Facility ID: FA0271888
CUPA FRESNO:
158 ft. Site 1 of 5 in cluster A

0.030 mi.

Relative:

Higher
Actual:
388 ft.
< 1/8 CLOVIS, CA 93612
SW 4650 E SHEPHERD AVE N/A
A2 P-R FARMS CUPA Listings S118671879
Comp Number: 31021
Status: Active
Number Of Tanks: 2
Content: DIESEL
STG: P
Tank Use: M.V. FUEL
Active Date: 07-01-85
Capacity: 500
Tank Status: A
SWRCB Tank Id: 10-000-031021-000001
Owner Tank Id: 1
Created Date: 02-29-88
Action Date: Not reported
Referral Date: 07-01-85
Board Of Equalization: Not reported
Number: 9
Comp Number: 31021
Status: Active
SWEEPS UST:
158 ft. Site 2 of 5 in cluster A

0.030 mi.

Relative:

Higher
Actual:
388 ft.
< 1/8 CLOVIS, CA 93612
SW 4650 E SHEPHERD CA FID UST N/A
A3 P-R FARMS INC. SWEEPS UST S101629488
TC5516721.2s Page 8 1332
AGENDA ITEM NO. 6.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Status: Active
Comments: Not reported
EPA ID: Not reported
NPDES Number: Not reported
DUNs Number: Not reported
Contact Phone: Not reported
Contact: Not reported
Mailing City,St,Zip: CLOVIS 93612
Mailing Address 2: Not reported
Mailing Address: 2917 E SHEPHERD
Mail To: Not reported
Facility Phone: 2092990201
SIC Code: Not reported
Cortese Code: Not reported
Regulated ID: 00031021
Regulated By: UTNKA
Facility ID: 10006298
CA FID UST:

Number Of Tanks: Not reported
Content: DIESEL
STG: P
Tank Use: M.V. FUEL
Active Date: 07-01-85
Capacity: 500
Tank Status: A
SWRCB Tank Id: 10-000-031021-000002
Owner Tank Id: 2
Created Date: 02-29-88
Action Date: Not reported
Referral Date: 07-01-85
Board Of Equalization: Not reported
Number: 9
P-R FARMS INC. (Continued) S101629488
Year Installed: Not reported
Container Num: 1
Tank Num: 001
Total Tanks: 0002
Owner City,St,Zip: CLOVIS, CA 93612
Owner Address: 2917 E. SHEPHERD
Owner Name: P-R FARMS INC.

Telephone: 2092990201
Contact Name: PAT RICCHIUTI
Other Type: FRM
Facility Type: Other
Facility ID: 00000031021
Region: STATE
URL: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/00024E9B.pdf File Number: 00024E9B
HIST UST:
158 ft. Site 3 of 5 in cluster A

0.030 mi.

Relative:

Higher
Actual:
388 ft.
< 1/8 CLOVIS, CA 93612
SW 4650 E SHEPHERD N/A
A4 P-R FARMS INC HIST UST U001587651
TC5516721.2s Page 9 1333
AGENDA ITEM NO. 6.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Click here for Geo Tracker PDF:

Leak Detection: Visual, Stock Inventor
Container Construction Thickness: Not reported
Type of Fuel: DIESEL
Tank Used for: Not reported
Tank Capacity: 00000500
Year Installed: Not reported
Container Num: 2
Tank Num: 002
Leak Detection: Visual, Stock Inventor
Container Construction Thickness: Not reported
Type of Fuel: DIESEL
Tank Used for: Not reported
Tank Capacity: 00000500
P-R FARMS INC (Continued) U001587651
Number Of Tanks: Not reported
Content: LEADED
STG: P
Tank Use: M.V. FUEL
Active Date: 07-01-85
Capacity: 500
Tank Status: A
SWRCB Tank Id: 10-000-031016-000002
Owner Tank Id: 1
Created Date: 02-29-88
Action Date: Not reported
Referral Date: 07-01-85
Board Of Equalization: Not reported
Number: 9
Comp Number: 31016
Status: Active
Number Of Tanks: 2
Content: DIESEL
STG: P
Tank Use: M.V. FUEL
Active Date: 07-01-85
Capacity: 2000
Tank Status: A
SWRCB Tank Id: 10-000-031016-000001
Owner Tank Id: 1
Created Date: 02-29-88
Action Date: Not reported
Referral Date: 07-01-85
Board Of Equalization: Not reported
Number: 9
Comp Number: 31016
Status: Active
SWEEPS UST:
173 ft. Site 4 of 5 in cluster A

0.033 mi.

Relative:

Higher
Actual:
388 ft.
< 1/8 CLOVIS, CA 93612
SW 4648 E SHEPHERD CA FID UST N/A
A5 P-R FARMS INC. SWEEPS UST S101621112
TC5516721.2s Page 10 1334
AGENDA ITEM NO. 6.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Status: Active
Comments: Not reported
EPA ID: Not reported
NPDES Number: Not reported
DUNs Number: Not reported
Contact Phone: Not reported
Contact: Not reported
Mailing City,St,Zip: CLOVIS 93612
Mailing Address 2: Not reported
Mailing Address: 2917 E SHEPHERD
Mail To: Not reported
Facility Phone: 2092990201
SIC Code: Not reported
Cortese Code: Not reported
Regulated ID: 00031016
Regulated By: UTNKA
Facility ID: 10006294
CA FID UST:

P-R FARMS INC. (Continued) S101621112
Leak Detection: Visual, Stock Inventor
Container Construction Thickness: Not reported
Type of Fuel: REGULAR
Tank Used for: Not reported
Tank Capacity: 00000500
Year Installed: Not reported
Container Num: 1
Tank Num: 002
Leak Detection: Visual, Stock Inventor
Container Construction Thickness: Not reported
Type of Fuel: DIESEL
Tank Used for: PRODUCT
Tank Capacity: 00002000
Year Installed: Not reported
Container Num: 1
Tank Num: 001
Total Tanks: 0002
Owner City,St,Zip: CLOVIS, CA 93612
Owner Address: 2917 E. SHEPHERD
Owner Name: PAT RICCHIUTI
Telephone: 2092990201
Contact Name: PAT RICCHIUTI
Other Type: FARM
Facility Type: Other
Facility ID: 00000031016
Region: STATE
URL: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/00024F10.pdf File Number: 00024F10
HIST UST:
173 ft. Site 5 of 5 in cluster A

0.033 mi.

Relative:

Higher
Actual:
388 ft.
< 1/8 CLOVIS, CA 93612
SW 4648 E SHEPHERD N/A
A6 P-R FARMS INC HIST UST U001587650
TC5516721.2s Page 11 1335
AGENDA ITEM NO. 6.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Click here for Geo Tracker PDF:

P-R FARMS INC (Continued) U001587650
Program Element: SMALL HAZARDOUS MATERIALS HANDLER
GIS Longitude: -119.694008
GIS Latitude: 36.873118
SWIS Number: Not reported
CERS Id: 10636330
APM Number: 55605015SU
Cross Street: PERRIN
Facility ID: FA0284459
CUPA FRESNO:
1089 ft.

0.206 mi.

Relative:

Lower
Actual:
387 ft.
1/8-1/4 CLOVIS, CA 93619

NNW N SUNNYSIDE AVE N/A
7 PG&E SHEPHERD SUBSTATION CUPA Listings S118191049
Alias Name: NORTH CLOVIS AVENUE SCHOOL
Alias Type: Alternate Name
Alias Name: CLOVIS USD-PROPOSED CLOVIS STREET SCHOOL
Alias Type: Alternate Name
Alias Name: CLOVIS UNIFIED SCHOOL DISTRICT
Potential Description: SOIL
Confirmed COC: 30023-NO 30001-NO 30006-NO 30007-NO 30008-NO No Contaminants found Potential COC: Arsenic DDD DDE DDT Toxaphene
Past Use: AGRICULTURAL - ORCHARD, AGRICULTURAL - ROW CROPS APN: NONE SPECIFIED
Longitude: -119.7072
Latitude: 36.8595
Funding: School District
Site Mgmt Req: NONE SPECIFIED
Restricted Use: NO
Special Program: Not reported
Senate: 08
Assembly: 23
Division Branch: Northern California Schools & Santa Susana Supervisor: Jose Salcedo
Program Manager: Not reported
Lead Agency: DTSC
Regulatory Agencies: DTSC
NPL: NO
Acres: 16.5
Site Type Detailed: School
Site Type: School Investigation
Site Code: 104331
Status Date: 12/11/2003
Status: No Further Action
Facility ID: 10010017
ENVIROSTOR:
3349 ft.

0.634 mi.

Relative:

Lower
Actual:
381 ft.
1/2-1 CLOVIS, CA 93611

SW CLOVIS AVENUE/TEAGUE AVENUE SCH N/A
8 NORTH CLOVIS AVENUE SCHOOL ENVIROSTOR S105840718
TC5516721.2s Page 12 1336
AGENDA ITEM NO. 6.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Lead Agency: DTSC
Cleanup Oversight Agencies: DTSC
National Priorities List: NO
Acres: 16.5
Site Mgmt. Req.: NONE SPECIFIED
Site Type Detail: School
Site Type: School Investigation
Facility ID: 10010017
SCH:

Schedule Revised Date: Not reported
Schedule Due Date: Not reported
Schedule Document Type: Not reported
Schedule Sub Area Name: Not reported
Schedule Area Name: Not reported
Future Due Date: Not reported
Future Document Type: Not reported
Future Sub Area Name: Not reported
Future Area Name: Not reported
Comments: Not reported
Completed Date: 07/22/2003
Completed Document Type: * Workplan
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 12/11/2003
Completed Document Type: Preliminary Endangerment Assessment Report Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 07/15/2003
Completed Document Type: Site Inspections/Visit (Non LUR) Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 12/19/2003
Completed Document Type: Cost Recovery Closeout Memo
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 03/27/2003
Completed Document Type: Environmental Oversight Agreement Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Completed Info:

Alias Type: Envirostor ID Number
Alias Name: 10010017
Alias Type: Project Code (Site Code)
Alias Name: 104331
Alias Type: Alternate Name
NORTH CLOVIS AVENUE SCHOOL (Continued) S105840718
TC5516721.2s Page 13 1337
AGENDA ITEM NO. 6.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 12/11/2003
Completed Document Type: Preliminary Endangerment Assessment Report Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 07/15/2003
Completed Document Type: Site Inspections/Visit (Non LUR) Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 12/19/2003
Completed Document Type: Cost Recovery Closeout Memo
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 03/27/2003
Completed Document Type: Environmental Oversight Agreement Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Completed Info:

Alias Type: Envirostor ID Number
Alias Name: 10010017
Alias Type: Project Code (Site Code)
Alias Name: 104331
Alias Type: Alternate Name
Alias Name: NORTH CLOVIS AVENUE SCHOOL
Alias Type: Alternate Name
Alias Name: CLOVIS USD-PROPOSED CLOVIS STREET SCHOOL
Alias Type: Alternate Name
Alias Name: CLOVIS UNIFIED SCHOOL DISTRICT
Potential Description: SOIL
found
Confirmed COC: 30023-NO, 30001-NO, 30006-NO, 30007-NO, 30008-NO, No Contaminants Potential COC: Arsenic, Arsenic, DDD, DDE, DDT, Toxaphene Past Use: AGRICULTURAL - ORCHARD, AGRICULTURAL - ROW CROPS APN: NONE SPECIFIED
Longitude: -119.7072
Latitude: 36.8595
Funding: School District
Restricted Use: NO
Status Date: 12/11/2003
Status: No Further Action
Special Program Status: Not reported
Senate: 08
Assembly: 23
Site Code: 104331
Division Branch: Northern California Schools & Santa Susana Supervisor: Jose Salcedo
Project Manager: Not reported
Lead Agency Description: * DTSC
NORTH CLOVIS AVENUE SCHOOL (Continued) S105840718
TC5516721.2s Page 14 1338
AGENDA ITEM NO. 6.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Schedule Revised Date: Not reported
Schedule Due Date: Not reported
Schedule Document Type: Not reported
Schedule Sub Area Name: Not reported
Schedule Area Name: Not reported
Future Due Date: Not reported
Future Document Type: Not reported
Future Sub Area Name: Not reported
Future Area Name: Not reported
Comments: Not reported
Completed Date: 07/22/2003
Completed Document Type: * Workplan
NORTH CLOVIS AVENUE SCHOOL (Continued) S105840718
TC5516721.2s Page 15 1339
AGENDA ITEM NO. 6.

ORPHAN SUMMARY
City EDR ID Site Name Site Address Zip Database(s)
Count: 1 records.CLOVIS S121685278 TRACT NO 5045 SEC OF PEACH AND SHEPHERD CIWQS TC5516721.2s Page 16 1340
AGENDA ITEM NO. 6.

To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required.

Number of Days to Update: Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public.

STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL: National Priority List
National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices.

EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333
EPA Region 1 EPA Region 6
Telephone 617-918-1143 Telephone: 214-655-6659
EPA Region 3 EPA Region 7
Telephone 215-814-5418 Telephone: 913-551-7247
EPA Region 4 EPA Region 8
Telephone 404-562-8033 Telephone: 303-312-6774
EPA Region 5 EPA Region 9
Telephone 312-886-6686 Telephone: 415-947-4246
EPA Region 10
Telephone 206-553-8665
Proposed NPL: Proposed National Priority List Sites
A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing.

Date of Government Version: 11/14/2018
Date Data Arrived at EDR: 11/27/2018
Date Made Active in Reports: 12/07/2018
Number of Days to Update: 10
Source: EPA
Telephone: N/A
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Quarterly
NPL LIENS: Federal Superfund Liens
Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens.

TC5516721.2s Page GR-1

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
1341
AGENDA ITEM NO. 6.

Date of Government Version: 10/15/1991
Date Data Arrived at EDR: 02/02/1994
Date Made Active in Reports: 03/30/1994
Number of Days to Update: 56
Source: EPA
Telephone: 202-564-4267
Last EDR Contact: 08/15/2011
Next Scheduled EDR Contact: 11/28/2011
Data Release Frequency: No Update Planned
Federal Delisted NPL site list
Delisted NPL: National Priority List Deletions
The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate.

Date of Government Version: 11/14/2018
Date Data Arrived at EDR: 11/27/2018
Date Made Active in Reports: 12/07/2018
Number of Days to Update: 10
Source: EPA
Telephone: N/A
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Quarterly
Federal CERCLIS list
FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities.

Date of Government Version: 11/07/2016
Date Data Arrived at EDR: 01/05/2017
Date Made Active in Reports: 04/07/2017
Number of Days to Update: 92
Source: Environmental Protection Agency
Telephone: 703-603-8704
Last EDR Contact: 07/06/2018
Next Scheduled EDR Contact: 10/15/2018
Data Release Frequency: Varies
SEMS: Superfund Enterprise Management System
SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA).

This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL.

Date of Government Version: 11/14/2018
Date Data Arrived at EDR: 11/27/2018
Date Made Active in Reports: 12/07/2018
Number of Days to Update: 10
Source: EPA
Telephone: 800-424-9346
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Quarterly
Federal CERCLIS NFRAP site list
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SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site.

Date of Government Version: 11/14/2018
Date Data Arrived at EDR: 11/28/2018
Date Made Active in Reports: 12/07/2018
Number of Days to Update: 9
Source: EPA
Telephone: 800-424-9346
Last EDR Contact: 11/28/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Quarterly
Federal RCRA CORRACTS facilities list
CORRACTS: Corrective Action Report
CORRACTS identifies hazardous waste handlers with RCRA corrective action activity.

Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: EPA
Telephone: 800-424-9346
Last EDR Contact: 12/03/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF: RCRA - Treatment, Storage and Disposal
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste.

Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: Environmental Protection Agency
Telephone: (415) 495-8895
Last EDR Contact: 12/03/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
Federal RCRA generators list
RCRA-LQG: RCRA - Large Quantity Generators
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month.

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RCRA-SQG: RCRA - Small Quantity Generators
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month.

Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: Environmental Protection Agency
Telephone: (415) 495-8895
Last EDR Contact: 12/03/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month.

Date of Government Version: 10/17/2018
Date Data Arrived at EDR: 10/25/2018
Date Made Active in Reports: 12/07/2018
Number of Days to Update: 43
Source: Department of the Navy
Telephone: 843-820-7326
Last EDR Contact: 10/15/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: Varies
US ENG CONTROLS: Engineering Controls Sites List
A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health.

Date of Government Version: 07/31/2018
Date Data Arrived at EDR: 08/28/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 17
Source: Environmental Protection Agency
Telephone: 703-603-0695
Last EDR Contact: 11/28/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
US INST CONTROL: Sites with Institutional Controls
A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls.

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Federal ERNS list
ERNS: Emergency Response Notification System
Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances.

Date of Government Version: 09/24/2018
Date Data Arrived at EDR: 09/25/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 45
Source: National Response Center, United States Coast Guard Telephone: 202-267-2180
Last EDR Contact: 09/25/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
State- and tribal - equivalent NPL
RESPONSE: State Response Sites
Identifies confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity.

These confirmed release sites are generally high-priority and high potential risk.

Date of Government Version: 10/29/2018
Date Data Arrived at EDR: 10/30/2018
Date Made Active in Reports: 12/13/2018
Number of Days to Update: 44
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
Last EDR Contact: 10/30/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Quarterly
State- and tribal - equivalent CERCLIS
ENVIROSTOR: EnviroStor Database
The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites.

Date of Government Version: 11/12/2018
Date Data Arrived at EDR: 11/14/2018
Date Made Active in Reports: 12/13/2018
Number of Days to Update: 29
Source: Department of Resources Recycling and Recovery
Telephone: 916-341-6320
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: Quarterly
State and tribal leaking storage tank lists
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LUST REG 1: Active Toxic Site Investigation
Del Norte, Humboldt, Lake, Mendocino, Modoc, Siskiyou, Sonoma, Trinity counties. For more current information, please refer to the State Water Resources Control Board’s LUST database.

Date of Government Version: 02/01/2001
Date Data Arrived at EDR: 02/28/2001
Date Made Active in Reports: 03/29/2001
Number of Days to Update: 29
Source: California Regional Water Quality Control Board North Coast (1) Telephone: 707-570-3769
Last EDR Contact: 08/01/2011
Next Scheduled EDR Contact: 11/14/2011
Data Release Frequency: No Update Planned
LUST REG 7: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Imperial, Riverside, San Diego, Santa Barbara counties.

Date of Government Version: 02/26/2004
Date Data Arrived at EDR: 02/26/2004
Date Made Active in Reports: 03/24/2004
Number of Days to Update: 27
Source: California Regional Water Quality Control Board Colorado River Basin Region (7) Telephone: 760-776-8943
Last EDR Contact: 08/01/2011
Next Scheduled EDR Contact: 11/14/2011
Data Release Frequency: No Update Planned
LUST: Leaking Underground Fuel Tank Report (GEOTRACKER) Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/08/2018
Number of Days to Update: 26
Source: State Water Resources Control Board
Telephone: see region list
Last EDR Contact: 12/11/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Quarterly
LUST REG 9: Leaking Underground Storage Tank Report
Orange, Riverside, San Diego counties. For more current information, please refer to the State Water Resources Control Board’s LUST database.

Date of Government Version: 03/01/2001
Date Data Arrived at EDR: 04/23/2001
Date Made Active in Reports: 05/21/2001
Number of Days to Update: 28
Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-637-5595
Last EDR Contact: 09/26/2011
Next Scheduled EDR Contact: 01/09/2012
Data Release Frequency: No Update Planned
LUST REG 6V: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Inyo, Kern, Los Angeles, Mono, San Bernardino counties.

Date of Government Version: 06/07/2005
Date Data Arrived at EDR: 06/07/2005
Date Made Active in Reports: 06/29/2005
Number of Days to Update: 22
Source: California Regional Water Quality Control Board Victorville Branch Office (6) Telephone: 760-241-7365
Last EDR Contact: 09/12/2011
Next Scheduled EDR Contact: 12/26/2011
Data Release Frequency: No Update Planned
LUST REG 6L: Leaking Underground Storage Tank Case Listing For more current information, please refer to the State Water Resources Control Board’s LUST database.

Date of Government Version: 09/09/2003
Date Data Arrived at EDR: 09/10/2003
Date Made Active in Reports: 10/07/2003
Number of Days to Update: 27
Source: California Regional Water Quality Control Board Lahontan Region (6) Telephone: 530-542-5572
Last EDR Contact: 09/12/2011
Next Scheduled EDR Contact: 12/26/2011
Data Release Frequency: No Update Planned
LUST REG 5: Leaking Underground Storage Tank Database
Leaking Underground Storage Tank locations. Alameda, Alpine, Amador, Butte, Colusa, Contra Costa, Calveras, El Dorado, Fresno, Glenn, Kern, Kings, Lake, Lassen, Madera, Mariposa, Merced, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, San Joaquin, Shasta, Solano, Stanislaus, Sutter, Tehama, Tulare, Tuolumne, Yolo, Yuba counties.

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Date of Government Version: 07/01/2008
Date Data Arrived at EDR: 07/22/2008
Date Made Active in Reports: 07/31/2008
Number of Days to Update: 9
Source: California Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-4834
Last EDR Contact: 07/01/2011
Next Scheduled EDR Contact: 10/17/2011
Data Release Frequency: No Update Planned
LUST REG 2: Fuel Leak List
Leaking Underground Storage Tank locations. Alameda, Contra Costa, Marin, Napa, San Francisco, San Mateo, Santa Clara, Solano, Sonoma counties.

Date of Government Version: 09/30/2004
Date Data Arrived at EDR: 10/20/2004
Date Made Active in Reports: 11/19/2004
Number of Days to Update: 30
Source: California Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-622-2433
Last EDR Contact: 09/19/2011
Next Scheduled EDR Contact: 01/02/2012
Data Release Frequency: Quarterly
LUST REG 3: Leaking Underground Storage Tank Database
Leaking Underground Storage Tank locations. Monterey, San Benito, San Luis Obispo, Santa Barbara, Santa Cruz counties.

Date of Government Version: 05/19/2003
Date Data Arrived at EDR: 05/19/2003
Date Made Active in Reports: 06/02/2003
Number of Days to Update: 14
Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-542-4786
Last EDR Contact: 07/18/2011
Next Scheduled EDR Contact: 10/31/2011
Data Release Frequency: No Update Planned
LUST REG 4: Underground Storage Tank Leak List
Los Angeles, Ventura counties. For more current information, please refer to the State Water Resources Control Board’s LUST database.

Date of Government Version: 09/07/2004
Date Data Arrived at EDR: 09/07/2004
Date Made Active in Reports: 10/12/2004
Number of Days to Update: 35
Source: California Regional Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6710
Last EDR Contact: 09/06/2011
Next Scheduled EDR Contact: 12/19/2011
Data Release Frequency: No Update Planned
LUST REG 8: Leaking Underground Storage Tanks
California Regional Water Quality Control Board Santa Ana Region (8). For more current information, please refer to the State Water Resources Control Board’s LUST database.

Date of Government Version: 02/14/2005
Date Data Arrived at EDR: 02/15/2005
Date Made Active in Reports: 03/28/2005
Number of Days to Update: 41
Source: California Regional Water Quality Control Board Santa Ana Region (8) Telephone: 909-782-4496
Last EDR Contact: 08/15/2011
Next Scheduled EDR Contact: 11/28/2011
Data Release Frequency: Varies
INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington.

Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 10
Telephone: 206-553-2857
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 04/10/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: Environmental Protection Agency
Telephone: 415-972-3372
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
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INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming.

Date of Government Version: 04/25/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 8
Telephone: 303-312-6271
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska
Date of Government Version: 04/24/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 7
Telephone: 913-551-7003
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma.

Date of Government Version: 04/01/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 6
Telephone: 214-665-6597
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina.

Date of Government Version: 05/08/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 4
Telephone: 404-562-8677
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land.

Date of Government Version: 04/13/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 1
Telephone: 617-918-1313
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin.

Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA, Region 5
Telephone: 312-886-7439
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
CPS-SLIC: Statewide SLIC Cases (GEOTRACKER)
Cleanup Program Sites (CPS; also known as Site Cleanups [SC] and formerly known as Spills, Leaks, Investigations, and Cleanups [SLIC] sites) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

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SLIC REG 1: Active Toxic Site Investigations
The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 04/03/2003
Date Data Arrived at EDR: 04/07/2003
Date Made Active in Reports: 04/25/2003
Number of Days to Update: 18
Source: California Regional Water Quality Control Board, North Coast Region (1) Telephone: 707-576-2220
Last EDR Contact: 08/01/2011
Next Scheduled EDR Contact: 11/14/2011
Data Release Frequency: No Update Planned
SLIC REG 2: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 09/30/2004
Date Data Arrived at EDR: 10/20/2004
Date Made Active in Reports: 11/19/2004
Number of Days to Update: 30
Source: Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-286-0457
Last EDR Contact: 09/19/2011
Next Scheduled EDR Contact: 01/02/2012
Data Release Frequency: Quarterly
SLIC REG 3: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 05/18/2006
Date Data Arrived at EDR: 05/18/2006
Date Made Active in Reports: 06/15/2006
Number of Days to Update: 28
Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-549-3147
Last EDR Contact: 07/18/2011
Next Scheduled EDR Contact: 10/31/2011
Data Release Frequency: Semi-Annually
SLIC REG 4: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 11/17/2004
Date Data Arrived at EDR: 11/18/2004
Date Made Active in Reports: 01/04/2005
Number of Days to Update: 47
Source: Region Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6600
Last EDR Contact: 07/01/2011
Next Scheduled EDR Contact: 10/17/2011
Data Release Frequency: Varies
SLIC REG 5: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 04/01/2005
Date Data Arrived at EDR: 04/05/2005
Date Made Active in Reports: 04/21/2005
Number of Days to Update: 16
Source: Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-3291
Last EDR Contact: 09/12/2011
Next Scheduled EDR Contact: 12/26/2011
Data Release Frequency: Semi-Annually
SLIC REG 6V: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 05/24/2005
Date Data Arrived at EDR: 05/25/2005
Date Made Active in Reports: 06/16/2005
Number of Days to Update: 22
Source: Regional Water Quality Control Board, Victorville Branch Telephone: 619-241-6583
Last EDR Contact: 08/15/2011
Next Scheduled EDR Contact: 11/28/2011
Data Release Frequency: Semi-Annually
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SLIC REG 6L: SLIC Sites
The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 09/07/2004
Date Data Arrived at EDR: 09/07/2004
Date Made Active in Reports: 10/12/2004
Number of Days to Update: 35
Source: California Regional Water Quality Control Board, Lahontan Region Telephone: 530-542-5574
Last EDR Contact: 08/15/2011
Next Scheduled EDR Contact: 11/28/2011
Data Release Frequency: No Update Planned
SLIC REG 7: SLIC List
The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 11/24/2004
Date Data Arrived at EDR: 11/29/2004
Date Made Active in Reports: 01/04/2005
Number of Days to Update: 36
Source: California Regional Quality Control Board, Colorado River Basin Region Telephone: 760-346-7491
Last EDR Contact: 08/01/2011
Next Scheduled EDR Contact: 11/14/2011
Data Release Frequency: No Update Planned
SLIC REG 8: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 04/03/2008
Date Data Arrived at EDR: 04/03/2008
Date Made Active in Reports: 04/14/2008
Number of Days to Update: 11
Source: California Region Water Quality Control Board Santa Ana Region (8) Telephone: 951-782-3298
Last EDR Contact: 09/12/2011
Next Scheduled EDR Contact: 12/26/2011
Data Release Frequency: Semi-Annually
SLIC REG 9: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 09/10/2007
Date Data Arrived at EDR: 09/11/2007
Date Made Active in Reports: 09/28/2007
Number of Days to Update: 17
Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-467-2980
Last EDR Contact: 08/08/2011
Next Scheduled EDR Contact: 11/21/2011
Data Release Frequency: Annually
State and tribal registered storage tank lists
FEMA UST: Underground Storage Tank Listing
A listing of all FEMA owned underground storage tanks.

Date of Government Version: 05/15/2017
Date Data Arrived at EDR: 05/30/2017
Date Made Active in Reports: 10/13/2017
Number of Days to Update: 136
Source: FEMA
Telephone: 202-646-5797
Last EDR Contact: 10/10/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Varies
UST: Active UST Facilities
Active UST facilities gathered from the local regulatory agencies Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/03/2018
Number of Days to Update: 21
Source: SWRCB
Telephone: 916-341-5851
Last EDR Contact: 12/11/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Semi-Annually
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UST CLOSURE: Proposed Closure of Underground Storage Tank (UST) Cases UST cases that are being considered for closure by either the State Water Resources Control Board or the Executive Director have been posted for a 60-day public comment period. UST Case Closures being proposed for consideration by the State Water Resources Control Board. These are primarily UST cases that meet closure criteria under the decisional framework in State Water Board Resolution No. 92-49 and other Board orders. UST Case Closures proposed for consideration by the Executive Director pursuant to State Water Board Resolution No. 2012-0061. These are cases that meet the criteria of the Low-Threat UST Case Closure Policy. UST Case Closure Review Denials and Approved Orders.

Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/03/2018
Number of Days to Update: 21
Source: State Water Resources Control Board
Telephone: 916-327-7844
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Varies
MILITARY UST SITES: Military UST Sites (GEOTRACKER)
Military ust sites
Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/09/2018
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Varies
AST: Aboveground Petroleum Storage Tank Facilities
A listing of aboveground storage tank petroleum storage tank locations.

Date of Government Version: 07/06/2016
Date Data Arrived at EDR: 07/12/2016
Date Made Active in Reports: 09/19/2016
Number of Days to Update: 69
Source: California Environmental Protection Agency
Telephone: 916-327-5092
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 04/01/2019
Data Release Frequency: Quarterly
INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations)
Date of Government Version: 05/08/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 4
Telephone: 404-562-9424
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes).

Date of Government Version: 04/01/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 6
Telephone: 214-665-7591
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations).

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Date of Government Version: 04/13/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA, Region 1
Telephone: 617-918-1313
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations).

Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 5
Telephone: 312-886-6136
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations).

Date of Government Version: 04/24/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 7
Telephone: 913-551-7003
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations).

Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 10
Telephone: 206-553-2857
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations).

Date of Government Version: 04/10/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 9
Telephone: 415-972-3368
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
State and tribal voluntary cleanup sites
INDIAN VCP R7: Voluntary Cleanup Priority Lisitng
A listing of voluntary cleanup priority sites located on Indian Land located in Region 7.

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Date of Government Version: 03/20/2008
Date Data Arrived at EDR: 04/22/2008
Date Made Active in Reports: 05/19/2008
Number of Days to Update: 27
Source: EPA, Region 7
Telephone: 913-551-7365
Last EDR Contact: 04/20/2009
Next Scheduled EDR Contact: 07/20/2009
Data Release Frequency: Varies
VCP: Voluntary Cleanup Program Properties
Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTSC’s costs.

Date of Government Version: 07/27/2015
Date Data Arrived at EDR: 09/29/2015
Date Made Active in Reports: 02/18/2016
Number of Days to Update: 142
Source: EPA, Region 1
Telephone: 617-918-1102
Last EDR Contact: 09/24/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Varies
State and tribal Brownfields sites
BROWNFIELDS: Considered Brownfieds Sites Listing
A listing of sites the SWRCB considers to be Brownfields since these are sites have come to them through the MOA Process.

Date of Government Version: 09/24/2018
Date Data Arrived at EDR: 09/25/2018
Date Made Active in Reports: 10/15/2018
Number of Days to Update: 20
Source: State Water Resources Control Board
Telephone: 916-323-7905
Last EDR Contact: 09/25/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly

ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS: A Listing of Brownfields Sites
Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment.

Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs.

Date of Government Version: 09/18/2018
Date Data Arrived at EDR: 09/18/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 52
Source: Environmental Protection Agency
Telephone: 202-566-2777
Last EDR Contact: 12/18/2018
Next Scheduled EDR Contact: 04/01/2019
Data Release Frequency: Semi-Annually
Local Lists of Landfill / Solid Waste Disposal Sites
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WMUDS/SWAT: Waste Management Unit Database
Waste Management Unit Database System. WMUDS is used by the State Water Resources Control Board staff and the Regional Water Quality Control Boards for program tracking and inventory of waste management units. WMUDS is composed of the following databases: Facility Information, Scheduled Inspections Information, Waste Management Unit Information, SWAT Program Information, SWAT Report Summary Information, SWAT Report Summary Data, Chapter 15 (formerly Subchapter 15) Information, Chapter 15 Monitoring Parameters, TPCA Program Information, RCRA Program Information, Closure Information, and Interested Parties Information.

Date of Government Version: 04/01/2000
Date Data Arrived at EDR: 04/10/2000
Date Made Active in Reports: 05/10/2000
Number of Days to Update: 30
Source: State Water Resources Control Board
Telephone: 916-227-4448
Last EDR Contact: 10/25/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: No Update Planned
SWRCY: Recycler Database
A listing of recycling facilities in California.

Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/15/2018
Number of Days to Update: 33
Source: Department of Conservation
Telephone: 916-323-3836
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Quarterly
HAULERS: Registered Waste Tire Haulers Listing
A listing of registered waste tire haulers.

Date of Government Version: 09/26/2018
Date Data Arrived at EDR: 09/28/2018
Date Made Active in Reports: 11/01/2018
Number of Days to Update: 34
Source: Integrated Waste Management Board
Telephone: 916-341-6422
Last EDR Contact: 08/07/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: Varies
INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land.

Date of Government Version: 12/31/1998
Date Data Arrived at EDR: 12/03/2007
Date Made Active in Reports: 01/24/2008
Number of Days to Update: 52
Source: Environmental Protection Agency
Telephone: 703-308-8245
Last EDR Contact: 10/25/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
ODI: Open Dump Inventory
An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria.

Date of Government Version: 06/30/1985
Date Data Arrived at EDR: 08/09/2004
Date Made Active in Reports: 09/17/2004
Number of Days to Update: 39
Source: Environmental Protection Agency
Telephone: 800-424-9346
Last EDR Contact: 06/09/2004
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California.

Date of Government Version: 01/12/2009
Date Data Arrived at EDR: 05/07/2009
Date Made Active in Reports: 09/21/2009
Number of Days to Update: 137
Source: EPA, Region 9
Telephone: 415-947-4219
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: No Update Planned
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IHS OPEN DUMPS: Open Dumps on Indian Land
A listing of all open dumps located on Indian Land in the United States.

Date of Government Version: 04/01/2014
Date Data Arrived at EDR: 08/06/2014
Date Made Active in Reports: 01/29/2015
Number of Days to Update: 176
Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452
Last EDR Contact: 11/02/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL: National Clandestine Laboratory Register
A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register.

Date of Government Version: 09/21/2018
Date Data Arrived at EDR: 09/21/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 49
Source: Drug Enforcement Administration
Telephone: 202-307-1000
Last EDR Contact: 11/26/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: No Update Planned
HIST CAL-SITES: Calsites Database
The Calsites database contains potential or confirmed hazardous substance release properties. In 1996, California EPA reevaluated and significantly reduced the number of sites in the Calsites database. No longer updated by the state agency. It has been replaced by ENVIROSTOR.

Date of Government Version: 08/08/2005
Date Data Arrived at EDR: 08/03/2006
Date Made Active in Reports: 08/24/2006
Number of Days to Update: 21
Source: Department of Toxic Substance Control
Telephone: 916-323-3400
Last EDR Contact: 02/23/2009
Next Scheduled EDR Contact: 05/25/2009
Data Release Frequency: No Update Planned
SCH: School Property Evaluation Program
This category contains proposed and existing school sites that are being evaluated by DTSC for possible hazardous materials contamination. In some cases, these properties may be listed in the CalSites category depending on the level of threat to public health and safety or the environment they pose.

Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 06/12/2018
Date Made Active in Reports: 08/06/2018
Number of Days to Update: 55
Source: Department of Toxic Substances Control
Telephone: 916-255-6504
Last EDR Contact: 11/01/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Varies
CERS HAZ WASTE: CERS HAZ WASTE
List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, and RCRA LQ HW Generator programs.

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Date of Government Version: 10/22/2018
Date Data Arrived at EDR: 10/23/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 38
Source: CalEPA
Telephone: 916-323-2514
Last EDR Contact: 10/23/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Quarterly
TOXIC PITS: Toxic Pits Cleanup Act Sites
Toxic PITS Cleanup Act Sites. TOXIC PITS identifies sites suspected of containing hazardous substances where cleanup has not yet been completed.

Date of Government Version: 07/01/1995
Date Data Arrived at EDR: 08/30/1995
Date Made Active in Reports: 09/26/1995
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 916-227-4364
Last EDR Contact: 01/26/2009
Next Scheduled EDR Contact: 04/27/2009
Data Release Frequency: No Update Planned
US CDL: Clandestine Drug Labs
A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.

In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments.

Date of Government Version: 09/21/2018
Date Data Arrived at EDR: 09/21/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 49
Source: Drug Enforcement Administration
Telephone: 202-307-1000
Last EDR Contact: 11/26/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Quarterly
Local Lists of Registered Storage Tanks
SWEEPS UST: SWEEPS UST Listing
Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained.

The local agency is the contact for more information on a site on the SWEEPS list.

Date of Government Version: 06/01/1994
Date Data Arrived at EDR: 07/07/2005
Date Made Active in Reports: 08/11/2005
Number of Days to Update: 35
Source: State Water Resources Control Board
Telephone: N/A
Last EDR Contact: 06/03/2005
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
UST MENDOCINO: Mendocino County UST Database
A listing of underground storage tank locations in Mendocino County.

Date of Government Version: 12/04/2018
Date Data Arrived at EDR: 12/06/2018
Date Made Active in Reports: 12/14/2018
Number of Days to Update: 8
Source: Department of Public Health
Telephone: 707-463-4466
Last EDR Contact: 11/26/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Annually
HIST UST: Hazardous Substance Storage Container Database The Hazardous Substance Storage Container Database is a historical listing of UST sites. Refer to local/county source for current data.

Date of Government Version: 10/15/1990
Date Data Arrived at EDR: 01/25/1991
Date Made Active in Reports: 02/12/1991
Number of Days to Update: 18
Source: State Water Resources Control Board
Telephone: 916-341-5851
Last EDR Contact: 07/26/2001
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
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SAN FRANCISCO AST: Aboveground Storage Tank Site Listing Aboveground storage tank sites
Date of Government Version: 09/11/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/11/2018
Number of Days to Update: 29
Source: San Francisco County Department of Public Health Telephone: 415-252-3896
Last EDR Contact: 11/01/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Varies
CERS TANKS: California Environmental Reporting System (CERS) Tanks List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Aboveground Petroleum Storage and Underground Storage Tank regulatory programs.

Date of Government Version: 10/22/2018
Date Data Arrived at EDR: 10/23/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 38
Source: California Environmental Protection Agency
Telephone: 916-323-2514
Last EDR Contact: 10/23/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Quarterly
CA FID UST: Facility Inventory Database
The Facility Inventory Database (FID) contains a historical listing of active and inactive underground storage tank locations from the State Water Resource Control Board. Refer to local/county source for current data.

Date of Government Version: 10/31/1994
Date Data Arrived at EDR: 09/05/1995
Date Made Active in Reports: 09/29/1995
Number of Days to Update: 24
Source: California Environmental Protection Agency
Telephone: 916-341-5851
Last EDR Contact: 12/28/1998
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
Local Land Records
LIENS: Environmental Liens Listing
A listing of property locations with environmental liens for California where DTSC is a lien holder.

Date of Government Version: 08/29/2018
Date Data Arrived at EDR: 08/30/2018
Date Made Active in Reports: 10/01/2018
Number of Days to Update: 32
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
Last EDR Contact: 11/29/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Varies
LIENS 2: CERCLA Lien Information
A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination.

CERCLIS provides information as to the identity of these sites and properties.

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AGENDA ITEM NO. 6.

Site Mitigation and Brownfields Reuse Program Facility Sites with Deed Restrictions & Hazardous Waste Management Program Facility Sites with Deed / Land Use Restriction. The DTSC Site Mitigation and Brownfields Reuse Program (SMBRP) list includes sites cleaned up under the program’s oversight and generally does not include current or former hazardous waste facilities that required a hazardous waste facility permit. The list represents deed restrictions that are active. Some sites have multiple deed restrictions. The DTSC Hazardous Waste Management Program (HWMP) has developed a list of current or former hazardous waste facilities that have a recorded land use restriction at the local county recorder’s office. The land use restrictions on this list were required by the DTSC HWMP as a result of the presence of hazardous substances that remain on site after the facility (or part of the facility) has been closed or cleaned up. The types of land use restriction include deed notice, deed restriction, or a land use restriction that binds current and future owners.

Date of Government Version: 09/04/2018
Date Data Arrived at EDR: 09/05/2018
Date Made Active in Reports: 10/02/2018
Number of Days to Update: 27
Source: DTSC and SWRCB
Telephone: 916-323-3400
Last EDR Contact: 12/05/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Semi-Annually
Records of Emergency Release Reports
HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT.

Date of Government Version: 03/26/2018
Date Data Arrived at EDR: 03/27/2018
Date Made Active in Reports: 06/08/2018
Number of Days to Update: 73
Source: U.S. Department of Transportation
Telephone: 202-366-4555
Last EDR Contact: 09/25/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
CHMIRS: California Hazardous Material Incident Report System California Hazardous Material Incident Reporting System. CHMIRS contains information on reported hazardous material incidents (accidental releases or spills).

Date of Government Version: 04/06/2018
Date Data Arrived at EDR: 04/24/2018
Date Made Active in Reports: 06/14/2018
Number of Days to Update: 51
Source: Office of Emergency Services
Telephone: 916-845-8400
Last EDR Contact: 07/27/2018
Next Scheduled EDR Contact: 11/05/2018
Data Release Frequency: Semi-Annually
LDS: Land Disposal Sites Listing (GEOTRACKER)
Land Disposal sites (Landfills) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/08/2018
Number of Days to Update: 26
Source: State Water Qualilty Control Board
Telephone: 866-480-1028
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Quarterly
MCS: Military Cleanup Sites Listing (GEOTRACKER)
Military sites (consisting of: Military UST sites; Military Privatized sites; and Military Cleanup sites [formerly known as DoD non UST]) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

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AGENDA ITEM NO. 6.

SPILLS 90: SPILLS90 data from FirstSearch
Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90.

Date of Government Version: 06/06/2012
Date Data Arrived at EDR: 01/03/2013
Date Made Active in Reports: 02/22/2013
Number of Days to Update: 50
Source: FirstSearch
Telephone: N/A
Last EDR Contact: 01/03/2013
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
Other Ascertainable Records
RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste.

Date of Government Version: 01/31/2015
Date Data Arrived at EDR: 07/08/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 97
Source: U.S. Army Corps of Engineers
Telephone: 202-528-4285
Last EDR Contact: 11/19/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
DOD: Department of Defense Sites
This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands.

Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 11/10/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 62
Source: USGS
Telephone: 888-275-8747
Last EDR Contact: 10/12/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Semi-Annually
FEDLAND: Federal and Indian Lands
Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service.

Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 02/06/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 339
Source: U.S. Geological Survey
Telephone: 888-275-8747
Last EDR Contact: 10/12/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: N/A
SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin.

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Date of Government Version: 01/01/2017
Date Data Arrived at EDR: 02/03/2017
Date Made Active in Reports: 04/07/2017
Number of Days to Update: 63
Source: Environmental Protection Agency
Telephone: 615-532-8599
Last EDR Contact: 11/16/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: Varies
US FIN ASSUR: Financial Assurance Information
All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities.

Date of Government Version: 08/31/2018
Date Data Arrived at EDR: 09/25/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 45
Source: Environmental Protection Agency
Telephone: 202-566-1917
Last EDR Contact: 09/25/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
EPA WATCH LIST: EPA WATCH LIST
EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved.

Date of Government Version: 08/30/2013
Date Data Arrived at EDR: 03/21/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 88
Source: Environmental Protection Agency
Telephone: 617-520-3000
Last EDR Contact: 11/05/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Quarterly
2020 COR ACTION: 2020 Corrective Action Program List
The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation.

Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations.

Date of Government Version: 09/30/2017
Date Data Arrived at EDR: 05/08/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 73
Source: Environmental Protection Agency
Telephone: 703-308-4044
Last EDR Contact: 11/09/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Varies
TSCA: Toxic Substances Control Act
Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site.

Date of Government Version: 12/31/2016
Date Data Arrived at EDR: 06/21/2017
Date Made Active in Reports: 01/05/2018
Number of Days to Update: 198
Source: EPA
Telephone: 202-260-5521
Last EDR Contact: 09/21/2018
Next Scheduled EDR Contact: 12/31/2018
Data Release Frequency: Every 4 Years
TRIS: Toxic Chemical Release Inventory System
Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313.

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Date of Government Version: 12/31/2016
Date Data Arrived at EDR: 01/10/2018
Date Made Active in Reports: 01/12/2018
Number of Days to Update: 2
Source: EPA
Telephone: 202-566-0250
Last EDR Contact: 11/16/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Annually
SSTS: Section 7 Tracking Systems
Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year.

Date of Government Version: 12/31/2009
Date Data Arrived at EDR: 12/10/2010
Date Made Active in Reports: 02/25/2011
Number of Days to Update: 77
Source: EPA
Telephone: 202-564-4203
Last EDR Contact: 10/24/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Annually
ROD: Records Of Decision
Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup.

Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 43
Source: EPA
Telephone: 703-416-0223
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Annually
RMP: Risk Management Plans
When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur.

Date of Government Version: 08/01/2018
Date Data Arrived at EDR: 08/22/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 44
Source: Environmental Protection Agency
Telephone: 202-564-8600
Last EDR Contact: 10/23/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
RAATS: RCRA Administrative Action Tracking System
RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database.

Date of Government Version: 04/17/1995
Date Data Arrived at EDR: 07/03/1995
Date Made Active in Reports: 08/07/1995
Number of Days to Update: 35
Source: EPA
Telephone: 202-564-4104
Last EDR Contact: 06/02/2008
Next Scheduled EDR Contact: 09/01/2008
Data Release Frequency: No Update Planned
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PRP: Potentially Responsible Parties
A listing of verified Potentially Responsible Parties
Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 36
Source: EPA
Telephone: 202-564-6023
Last EDR Contact: 10/04/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Quarterly
PADS: PCB Activity Database System
PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities.

Date of Government Version: 09/14/2018
Date Data Arrived at EDR: 10/11/2018
Date Made Active in Reports: 12/07/2018
Number of Days to Update: 57
Source: EPA
Telephone: 202-566-0500
Last EDR Contact: 10/11/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Annually
ICIS: Integrated Compliance Information System
The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program.

Date of Government Version: 11/18/2016
Date Data Arrived at EDR: 11/23/2016
Date Made Active in Reports: 02/10/2017
Number of Days to Update: 79
Source: Environmental Protection Agency
Telephone: 202-564-2501
Last EDR Contact: 10/09/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Quarterly
FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis.

Date of Government Version: 04/09/2009
Date Data Arrived at EDR: 04/16/2009
Date Made Active in Reports: 05/11/2009
Number of Days to Update: 25
Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667
Last EDR Contact: 08/18/2017
Next Scheduled EDR Contact: 12/04/2017
Data Release Frequency: Quarterly
FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements.

Date of Government Version: 04/09/2009
Date Data Arrived at EDR: 04/16/2009
Date Made Active in Reports: 05/11/2009
Number of Days to Update: 25
Source: EPA
Telephone: 202-566-1667
Last EDR Contact: 08/18/2017
Next Scheduled EDR Contact: 12/04/2017
Data Release Frequency: Quarterly
MLTS: Material Licensing Tracking System
MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis.

Date of Government Version: 08/30/2016
Date Data Arrived at EDR: 09/08/2016
Date Made Active in Reports: 10/21/2016
Number of Days to Update: 43
Source: Nuclear Regulatory Commission
Telephone: 301-415-7169
Last EDR Contact: 10/11/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Quarterly
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COAL ASH DOE: Steam-Electric Plant Operation Data
A listing of power plants that store ash in surface ponds.

Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 08/07/2009
Date Made Active in Reports: 10/22/2009
Number of Days to Update: 76
Source: Department of Energy
Telephone: 202-586-8719
Last EDR Contact: 12/05/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Varies
COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings.

Date of Government Version: 07/01/2014
Date Data Arrived at EDR: 09/10/2014
Date Made Active in Reports: 10/20/2014
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: N/A
Last EDR Contact: 12/03/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Varies
PCB TRANSFORMER: PCB Transformer Registration Database
The database of PCB transformer registrations that includes all PCB registration submittals.

Date of Government Version: 05/24/2017
Date Data Arrived at EDR: 11/30/2017
Date Made Active in Reports: 12/15/2017
Number of Days to Update: 15
Source: Environmental Protection Agency
Telephone: 202-566-0517
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
RADINFO: Radiation Information Database
The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S.

Environmental Protection Agency (EPA) regulations for radiation and radioactivity.

Date of Government Version: 10/02/2018
Date Data Arrived at EDR: 10/03/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 37
Source: Environmental Protection Agency
Telephone: 202-343-9775
Last EDR Contact: 10/03/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Quarterly
HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated.

Date of Government Version: 10/19/2006
Date Data Arrived at EDR: 03/01/2007
Date Made Active in Reports: 04/10/2007
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: 202-564-2501
Last EDR Contact: 12/17/2007
Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned
HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated.

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Date of Government Version: 07/31/2012
Date Data Arrived at EDR: 08/07/2012
Date Made Active in Reports: 09/18/2012
Number of Days to Update: 42
Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595
Last EDR Contact: 10/30/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
CONSENT: Superfund (CERCLA) Consent Decrees
Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters.

Date of Government Version: 09/30/2018
Date Data Arrived at EDR: 10/12/2018
Date Made Active in Reports: 12/07/2018
Number of Days to Update: 56
Source: Department of Justice, Consent Decree Library
Telephone: Varies
Last EDR Contact: 12/17/2018
Next Scheduled EDR Contact: 04/01/2019
Data Release Frequency: Varies
BRS: Biennial Reporting System
The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities.

Date of Government Version: 12/31/2015
Date Data Arrived at EDR: 02/22/2017
Date Made Active in Reports: 09/28/2017
Number of Days to Update: 218
Source: EPA/NTIS
Telephone: 800-424-9346
Last EDR Contact: 11/21/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Biennially
INDIAN RESERV: Indian Reservations
This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres.

Date of Government Version: 12/31/2014
Date Data Arrived at EDR: 07/14/2015
Date Made Active in Reports: 01/10/2017
Number of Days to Update: 546
Source: USGS
Telephone: 202-208-3710
Last EDR Contact: 10/09/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Semi-Annually
FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations.

Date of Government Version: 08/08/2017
Date Data Arrived at EDR: 09/11/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 3
Source: Department of Energy
Telephone: 202-586-3559
Last EDR Contact: 11/01/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Varies
UMTRA: Uranium Mill Tailings Sites
Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized.

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Date of Government Version: 06/23/2017
Date Data Arrived at EDR: 10/11/2017
Date Made Active in Reports: 11/03/2017
Number of Days to Update: 23
Source: Department of Energy
Telephone: 505-845-0011
Last EDR Contact: 12/14/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
LEAD SMELTER 1: Lead Smelter Sites
A listing of former lead smelter site locations.

Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 43
Source: Environmental Protection Agency
Telephone: 703-603-8787
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Varies
LEAD SMELTER 2: Lead Smelter Sites
A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001
Date Data Arrived at EDR: 10/27/2010
Date Made Active in Reports: 12/02/2010
Number of Days to Update: 36
Source: American Journal of Public Health
Telephone: 703-305-6451
Last EDR Contact: 12/02/2009
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants.

Date of Government Version: 10/12/2016
Date Data Arrived at EDR: 10/26/2016
Date Made Active in Reports: 02/03/2017
Number of Days to Update: 100
Source: EPA
Telephone: 202-564-2496
Last EDR Contact: 09/26/2017
Next Scheduled EDR Contact: 01/08/2018
Data Release Frequency: Annually
US AIRS MINOR: Air Facility System Data
A listing of minor source facilities.

Date of Government Version: 10/12/2016
Date Data Arrived at EDR: 10/26/2016
Date Made Active in Reports: 02/03/2017
Number of Days to Update: 100
Source: EPA
Telephone: 202-564-2496
Last EDR Contact: 09/26/2017
Next Scheduled EDR Contact: 01/08/2018
Data Release Frequency: Annually
US MINES: Mines Master Index File
Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information.

Date of Government Version: 08/01/2018
Date Data Arrived at EDR: 08/29/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 37
Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959
Last EDR Contact: 11/30/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Semi-Annually
US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States.

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Date of Government Version: 12/05/2005
Date Data Arrived at EDR: 02/29/2008
Date Made Active in Reports: 04/18/2008
Number of Days to Update: 49
Source: USGS
Telephone: 703-648-7709
Last EDR Contact: 11/30/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS.

Date of Government Version: 04/14/2011
Date Data Arrived at EDR: 06/08/2011
Date Made Active in Reports: 09/13/2011
Number of Days to Update: 97
Source: USGS
Telephone: 703-648-7709
Last EDR Contact: 11/30/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
ABANDONED MINES: Abandoned Mines
An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed.

Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/11/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 3
Source: Department of Interior
Telephone: 202-208-2609
Last EDR Contact: 12/06/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Quarterly
FINDS: Facility Index System/Facility Registry System
Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System).

Date of Government Version: 08/07/2018
Date Data Arrived at EDR: 09/05/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 30
Source: EPA
Telephone: (415) 947-8000
Last EDR Contact: 12/05/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Quarterly
UXO: Unexploded Ordnance Sites
A listing of unexploded ordnance site locations
Date of Government Version: 09/30/2017
Date Data Arrived at EDR: 06/19/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 87
Source: Department of Defense
Telephone: 703-704-1564
Last EDR Contact: 10/15/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Varies
DOCKET HWC: Hazardous Waste Compliance Docket Listing
A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities.

Date of Government Version: 05/31/2018
Date Data Arrived at EDR: 07/26/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 71
Source: Environmental Protection Agency
Telephone: 202-564-0527
Last EDR Contact: 11/30/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
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ECHO: Enforcement & Compliance History Information
ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide.

Date of Government Version: 09/02/2018
Date Data Arrived at EDR: 09/05/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 9
Source: Environmental Protection Agency
Telephone: 202-564-2280
Last EDR Contact: 12/31/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Quarterly
FUELS PROGRAM: EPA Fuels Program Registered Listing
This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations.

Date of Government Version: 08/22/2018
Date Data Arrived at EDR: 08/22/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 44
Source: EPA
Telephone: 800-385-6164
Last EDR Contact: 11/19/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Quarterly
CA BOND EXP. PLAN: Bond Expenditure Plan
Department of Health Services developed a site-specific expenditure plan as the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds. It is not updated.

Date of Government Version: 01/01/1989
Date Data Arrived at EDR: 07/27/1994
Date Made Active in Reports: 08/02/1994
Number of Days to Update: 6
Source: Department of Health Services
Telephone: 916-255-2118
Last EDR Contact: 05/31/1994
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
CORTESE: "Cortese" Hazardous Waste & Substances Sites List The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites).

Date of Government Version: 09/24/2018
Date Data Arrived at EDR: 09/25/2018
Date Made Active in Reports: 10/16/2018
Number of Days to Update: 21
Source: CAL EPA/Office of Emergency Information
Telephone: 916-323-3400
Last EDR Contact: 09/25/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
CUPA LIVERMORE-PLEASANTON: CUPA Facility Listing
list of facilities associated with the various CUPA programs in Livermore-Pleasanton Date of Government Version: 08/28/2018
Date Data Arrived at EDR: 08/30/2018
Date Made Active in Reports: 11/01/2018
Number of Days to Update: 63
Source: Livermore-Pleasanton Fire Department
Telephone: 925-454-2361
Last EDR Contact: 12/06/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: Varies
CUPA SAN FRANCISCO CO: CUPA Facility Listing
Cupa facilities
Date of Government Version: 09/11/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 09/19/2018
Number of Days to Update: 7
Source: San Francisco County Department of Environmental Health Telephone: 415-252-3896
Last EDR Contact: 11/01/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Varies
DRYCLEAN AVAQMD: Antelope Valley Air Quality Management District Drycleaner Listing A listing of dry cleaners in the Antelope Valley Air Quality Management District.

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Date of Government Version: 10/15/2018
Date Data Arrived at EDR: 10/16/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 31
Source: Antelope Valley Air Quality Management District Telephone: 661-723-8070
Last EDR Contact: 11/29/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Varies
DRYCLEANERS: Cleaner Facilities
A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes:
power laundries, family and commercial; garment pressing and cleaner’s agents; linen supply; coin-operated laundries and cleaning; drycleaning plants, except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services.

Date of Government Version: 08/30/2018
Date Data Arrived at EDR: 09/27/2018
Date Made Active in Reports: 11/01/2018
Number of Days to Update: 35
Source: Department of Toxic Substance Control
Telephone: 916-327-4498
Last EDR Contact: 11/29/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Annually
DRYCLEAN SOUTH COAST: South Coast Air Quality Management District Drycleaner Listing A listing of dry cleaners in the South Coast Air Quality Management District Date of Government Version: 10/04/2018
Date Data Arrived at EDR: 10/05/2018
Date Made Active in Reports: 11/01/2018
Number of Days to Update: 27
Source: South Coast Air Quality Management District
Telephone: 909-396-3211
Last EDR Contact: 11/26/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
EMI: Emissions Inventory Data
Toxics and criteria pollutant emissions data collected by the ARB and local air pollution agencies.

Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 06/20/2018
Date Made Active in Reports: 08/06/2018
Number of Days to Update: 47
Source: California Air Resources Board
Telephone: 916-322-2990
Last EDR Contact: 09/21/2018
Next Scheduled EDR Contact: 12/31/2018
Data Release Frequency: Varies
ENF: Enforcement Action Listing
A listing of Water Board Enforcement Actions. Formal is everything except Oral/Verbal Communication, Notice of Violation, Expedited Payment Letter, and Staff Enforcement Letter.

Date of Government Version: 11/01/2018
Date Data Arrived at EDR: 11/02/2018
Date Made Active in Reports: 12/13/2018
Number of Days to Update: 41
Source: State Water Resoruces Control Board
Telephone: 916-445-9379
Last EDR Contact: 11/01/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
Financial Assurance 1: Financial Assurance Information Listing Financial Assurance information
Date of Government Version: 10/19/2018
Date Data Arrived at EDR: 10/23/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 38
Source: Department of Toxic Substances Control
Telephone: 916-255-3628
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay.

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Date of Government Version: 08/14/2018
Date Data Arrived at EDR: 08/16/2018
Date Made Active in Reports: 09/10/2018
Number of Days to Update: 25
Source: California Integrated Waste Management Board
Telephone: 916-341-6066
Last EDR Contact: 11/07/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: Varies
HAZNET: Facility and Manifest Data
Facility and Manifest Data. The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of manifests is typically 700,000 - 1,000,000 annually, representing approximately 350,000 - 500,000 shipments. Data are from the manifests submitted without correction, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, and disposal method. This database begins with calendar year 1993.

Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 10/10/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 37
Source: California Environmental Protection Agency
Telephone: 916-255-1136
Last EDR Contact: 10/10/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Annually
ICE: ICE
Contains data pertaining to the Permitted Facilities with Inspections / Enforcements sites tracked in Envirostor.

Date of Government Version: 08/20/2018
Date Data Arrived at EDR: 08/21/2018
Date Made Active in Reports: 09/10/2018
Number of Days to Update: 20
Source: Department of Toxic Subsances Control
Telephone: 877-786-9427
Last EDR Contact: 11/19/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Quarterly
HIST CORTESE: Hazardous Waste & Substance Site List
The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency.

Date of Government Version: 04/01/2001
Date Data Arrived at EDR: 01/22/2009
Date Made Active in Reports: 04/08/2009
Number of Days to Update: 76
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
Last EDR Contact: 01/22/2009
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
HWP: EnviroStor Permitted Facilities Listing
Detailed information on permitted hazardous waste facilities and corrective action ("cleanups") tracked in EnviroStor.

Date of Government Version: 08/20/2018
Date Data Arrived at EDR: 08/21/2018
Date Made Active in Reports: 09/10/2018
Number of Days to Update: 20
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
Last EDR Contact: 11/19/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Quarterly
HWT: Registered Hazardous Waste Transporter Database
A listing of hazardous waste transporters. In California, unless specifically exempted, it is unlawful for any person to transport hazardous wastes unless the person holds a valid registration issued by DTSC. A hazardous waste transporter registration is valid for one year and is assigned a unique registration number.

Date of Government Version: 10/09/2018
Date Data Arrived at EDR: 10/10/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 37
Source: Department of Toxic Substances Control
Telephone: 916-440-7145
Last EDR Contact: 10/10/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Quarterly
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MINES: Mines Site Location Listing
A listing of mine site locations from the Office of Mine Reclamation.

Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/09/2018
Number of Days to Update: 27
Source: Department of Conservation
Telephone: 916-322-1080
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Quarterly
MWMP: Medical Waste Management Program Listing
The Medical Waste Management Program (MWMP) ensures the proper handling and disposal of medical waste by permitting and inspecting medical waste Offsite Treatment Facilities (PDF) and Transfer Stations (PDF) throughout the state. MWMP also oversees all Medical Waste Transporters.

Date of Government Version: 08/28/2018
Date Data Arrived at EDR: 09/05/2018
Date Made Active in Reports: 10/03/2018
Number of Days to Update: 28
Source: Department of Public Health
Telephone: 916-558-1784
Last EDR Contact: 12/05/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Varies
NPDES: NPDES Permits Listing
A listing of NPDES permits, including stormwater.

Date of Government Version: 11/12/2018
Date Data Arrived at EDR: 11/14/2018
Date Made Active in Reports: 12/13/2018
Number of Days to Update: 29
Source: State Water Resources Control Board
Telephone: 916-445-9379
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: Quarterly
PEST LIC: Pesticide Regulation Licenses Listing
A listing of licenses and certificates issued by the Department of Pesticide Regulation. The DPR issues licenses and/or certificates to: Persons and businesses that apply or sell pesticides; Pest control dealers and brokers; Persons who advise on agricultural pesticide applications.

Date of Government Version: 09/04/2018
Date Data Arrived at EDR: 09/05/2018
Date Made Active in Reports: 10/03/2018
Number of Days to Update: 28
Source: Department of Pesticide Regulation
Telephone: 916-445-4038
Last EDR Contact: 12/05/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Quarterly
PROC: Certified Processors Database
A listing of certified processors.

Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/15/2018
Number of Days to Update: 33
Source: Department of Conservation
Telephone: 916-323-3836
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Quarterly
NOTIFY 65: Proposition 65 Records
Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency.

Date of Government Version: 09/19/2018
Date Data Arrived at EDR: 09/20/2018
Date Made Active in Reports: 10/19/2018
Number of Days to Update: 29
Source: State Water Resources Control Board
Telephone: 916-445-3846
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 04/01/2019
Data Release Frequency: No Update Planned
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UIC: UIC Listing
A listing of wells identified as underground injection wells, in the California Oil and Gas Wells database.

Date of Government Version: 04/27/2018
Date Data Arrived at EDR: 06/13/2018
Date Made Active in Reports: 07/17/2018
Number of Days to Update: 34
Source: Deaprtment of Conservation
Telephone: 916-445-2408
Last EDR Contact: 12/14/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Varies
WASTEWATER PITS: Oil Wastewater Pits Listing
Water officials discovered that oil producers have been dumping chemical-laden wastewater into hundreds of unlined pits that are operating without proper permits. Inspections completed by the Central Valley Regional Water Quality Control Board revealed the existence of previously unidentified waste sites. The water boards review found that more than one-third of the region’s active disposal pits are operating without permission.

Date of Government Version: 05/08/2018
Date Data Arrived at EDR: 07/11/2018
Date Made Active in Reports: 09/13/2018
Number of Days to Update: 64
Source: RWQCB, Central Valley Region
Telephone: 559-445-5577
Last EDR Contact: 10/12/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Varies
WDS: Waste Discharge System
Sites which have been issued waste discharge requirements.

Date of Government Version: 06/19/2007
Date Data Arrived at EDR: 06/20/2007
Date Made Active in Reports: 06/29/2007
Number of Days to Update: 9
Source: State Water Resources Control Board
Telephone: 916-341-5227
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Quarterly
CERS: CalEPA Regulated Site Portal Data
The CalEPA Regulated Site Portal database combines data about environmentally regulated sites and facilities in California into a single database. It combines data from a variety of state and federal databases, and provides an overview of regulated activities across the spectrum of environmental programs for any given location in California.

These activities include hazardous materials and waste, state and federal cleanups, impacted ground and surface waters, and toxic materials
Date of Government Version: 10/22/2018
Date Data Arrived at EDR: 10/23/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 38
Source: California Environmental Protection Agency
Telephone: 916-323-2514
Last EDR Contact: 10/23/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
WIP: Well Investigation Program Case List
Well Investigation Program case in the San Gabriel and San Fernando Valley area.

Date of Government Version: 07/03/2009
Date Data Arrived at EDR: 07/21/2009
Date Made Active in Reports: 08/03/2009
Number of Days to Update: 13
Source: Los Angeles Water Quality Control Board
Telephone: 213-576-6726
Last EDR Contact: 09/25/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Varies
UIC GEO: Underground Injection Control Sites (GEOTRACKER) Underground control injection sites
Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/09/2018
Number of Days to Update: 27
Source: State Water Resource Control Board
Telephone: 866-480-1028
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Varies
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OTHER OIL GAS: Other Oil & Gas Projects Sites (GEOTRACKER) Other Oil & Gas Projects sites
Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/09/2018
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Varies
CIWQS: California Integrated Water Quality System
The California Integrated Water Quality System (CIWQS) is a computer system used by the State and Regional Water Quality Control Boards to track information about places of environmental interest, manage permits and other orders, track inspections, and manage violations and enforcement activities.

Date of Government Version: 09/04/2018
Date Data Arrived at EDR: 09/05/2018
Date Made Active in Reports: 10/02/2018
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 866-794-4977
Last EDR Contact: 12/04/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Varies
WDR: Waste Discharge Requirements Listing
In general, the Waste Discharge Requirements (WDRs) Program (sometimes also referred to as the "Non Chapter 15 (Non 15) Program") regulates point discharges that are exempt pursuant to Subsection 20090 of Title 27 and not subject to the Federal Water Pollution Control Act. Exemptions from Title 27 may be granted for nine categories of discharges (e.g., sewage, wastewater, etc.) that meet, and continue to meet, the preconditions listed for each specific exemption. The scope of the WDRs Program also includes the discharge of wastes classified as inert, pursuant to section 20230 of Title 27.

Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/09/2018
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 916-341-5810
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Quarterly
WELL STIM PROJ: Well Stimulation Project (GEOTRACKER)
Includes areas of groundwater monitoring plans, a depiction of the monitoring network, and the facilities, boundaries, and subsurface characteristics of the oilfield and the features (oil and gas wells, produced water ponds, UIC wells, water supply wells, etc?) being monitored
Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/09/2018
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Varies
PROJECT: Project Sites (GEOTRACKER)
Projects sites
Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/09/2018
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Varies
SAMPLING POINT: Sampling Point ? Public Sites (GEOTRACKER) Sampling point - public sites
Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/09/2018
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Varies
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AGENDA ITEM NO. 6.

NON-CASE INFO: Non-Case Information Sites (GEOTRACKER)
Non-Case Information sites
Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/09/2018
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Varies
MILITARY PRIV SITES: Military Privatized Sites (GEOTRACKER) Military privatized sites
Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/09/2018
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Varies
PROD WATER PONDS: Produced Water Ponds Sites (GEOTRACKER) Produced water ponds sites
Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/09/2018
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Varies

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP: EDR Proprietary Manufactured Gas Plants
The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination.

Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.

Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
EDR Hist Auto: EDR Exclusive Historical Auto Stations
EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches.

Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.

Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
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EDR Hist Cleaner: EDR Exclusive Historical Cleaners
EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches.

Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.

Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies

EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Resources Recycling and Recovery in California.

Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 01/13/2014
Number of Days to Update: 196
Source: Department of Resources Recycling and Recovery
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists.

Compiled from Records formerly available from the State Water Resources Control Board in California.

Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 12/30/2013
Number of Days to Update: 182
Source: State Water Resources Control Board
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies

COUNTY RECORDS
ALAMEDA COUNTY:

CS ALAMEDA: Contaminated Sites
A listing of contaminated sites overseen by the Toxic Release Program (oil and groundwater contamination from chemical releases and spills) and the Leaking Underground Storage Tank Program (soil and ground water contamination from leaking petroleum USTs).

Date of Government Version: 10/05/2018
Date Data Arrived at EDR: 10/10/2018
Date Made Active in Reports: 11/01/2018
Number of Days to Update: 22
Source: Alameda County Environmental Health Services
Telephone: 510-567-6700
Last EDR Contact: 10/05/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Semi-Annually
UST ALAMEDA: Underground Tanks
Underground storage tank sites located in Alameda county.

Date of Government Version: 10/05/2018
Date Data Arrived at EDR: 10/10/2018
Date Made Active in Reports: 11/02/2018
Number of Days to Update: 23
Source: Alameda County Environmental Health Services
Telephone: 510-567-6700
Last EDR Contact: 10/05/2018
Next Scheduled EDR Contact: 04/24/2047
Data Release Frequency: Semi-Annually
AMADOR COUNTY:

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CUPA AMADOR: CUPA Facility List
Cupa Facility List
Date of Government Version: 07/01/2018
Date Data Arrived at EDR: 07/24/2018
Date Made Active in Reports: 08/20/2018
Number of Days to Update: 27
Source: Amador County Environmental Health
Telephone: 209-223-6439
Last EDR Contact: 11/29/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Varies
BUTTE COUNTY:

CUPA BUTTE: CUPA Facility Listing
Cupa facility list.

Date of Government Version: 04/21/2017
Date Data Arrived at EDR: 04/25/2017
Date Made Active in Reports: 08/09/2017
Number of Days to Update: 106
Source: Public Health Department
Telephone: 530-538-7149
Last EDR Contact: 10/05/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: No Update Planned
CALVERAS COUNTY:

CUPA CALVERAS: CUPA Facility Listing
Cupa Facility Listing
Date of Government Version: 10/31/2018
Date Data Arrived at EDR: 12/04/2018
Date Made Active in Reports: 12/12/2018
Number of Days to Update: 8
Source: Calveras County Environmental Health
Telephone: 209-754-6399
Last EDR Contact: 09/24/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
COLUSA COUNTY:

CUPA COLUSA: CUPA Facility List
Cupa facility list.

Date of Government Version: 05/23/2018
Date Data Arrived at EDR: 05/24/2018
Date Made Active in Reports: 07/13/2018
Number of Days to Update: 50
Source: Health & Human Services
Telephone: 530-458-0396
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Semi-Annually
CONTRA COSTA COUNTY:

SL CONTRA COSTA: Site List
List includes sites from the underground tank, hazardous waste generator and business plan/2185 programs.

Date of Government Version: 08/20/2018
Date Data Arrived at EDR: 08/21/2018
Date Made Active in Reports: 09/11/2018
Number of Days to Update: 21
Source: Contra Costa Health Services Department
Telephone: 925-646-2286
Last EDR Contact: 10/29/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Semi-Annually
DEL NORTE COUNTY:

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CUPA DEL NORTE: CUPA Facility List
Cupa Facility list
Date of Government Version: 08/16/2018
Date Data Arrived at EDR: 11/06/2018
Date Made Active in Reports: 11/14/2018
Number of Days to Update: 8
Source: Del Norte County Environmental Health Division
Telephone: 707-465-0426
Last EDR Contact: 10/25/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
EL DORADO COUNTY:

CUPA EL DORADO: CUPA Facility List
CUPA facility list.

Date of Government Version: 09/04/2018
Date Data Arrived at EDR: 09/05/2018
Date Made Active in Reports: 09/18/2018
Number of Days to Update: 13
Source: El Dorado County Environmental Management Department Telephone: 530-621-6623
Last EDR Contact: 11/16/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
FRESNO COUNTY:

CUPA FRESNO: CUPA Resources List
Certified Unified Program Agency. CUPA’s are responsible for implementing a unified hazardous materials and hazardous waste management regulatory program. The agency provides oversight of businesses that deal with hazardous materials, operate underground storage tanks or aboveground storage tanks.

Date of Government Version: 10/16/2018
Date Data Arrived at EDR: 10/18/2018
Date Made Active in Reports: 11/14/2018
Number of Days to Update: 27
Source: Dept. of Community Health
Telephone: 559-445-3271
Last EDR Contact: 10/15/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Semi-Annually
GLENN COUNTY:

CUPA GLENN: CUPA Facility List
Cupa facility list
Date of Government Version: 01/22/2018
Date Data Arrived at EDR: 01/24/2018
Date Made Active in Reports: 03/14/2018
Number of Days to Update: 49
Source: Glenn County Air Pollution Control District
Telephone: 830-934-6500
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
HUMBOLDT COUNTY:

CUPA HUMBOLDT: CUPA Facility List
CUPA facility list.

Date of Government Version: 07/11/2018
Date Data Arrived at EDR: 07/13/2018
Date Made Active in Reports: 08/22/2018
Number of Days to Update: 40
Source: Humboldt County Environmental Health
Telephone: N/A
Last EDR Contact: 11/19/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Semi-Annually
IMPERIAL COUNTY:

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CUPA IMPERIAL: CUPA Facility List
Cupa facility list.

Date of Government Version: 10/22/2018
Date Data Arrived at EDR: 10/25/2018
Date Made Active in Reports: 11/14/2018
Number of Days to Update: 20
Source: San Diego Border Field Office
Telephone: 760-339-2777
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INYO COUNTY:

CUPA INYO: CUPA Facility List
Cupa facility list.

Date of Government Version: 04/02/2018
Date Data Arrived at EDR: 04/03/2018
Date Made Active in Reports: 06/14/2018
Number of Days to Update: 72
Source: Inyo County Environmental Health Services
Telephone: 760-878-0238
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
KERN COUNTY:

UST KERN: Underground Storage Tank Sites & Tank Listing Kern County Sites and Tanks Listing.

Date of Government Version: 11/02/2018
Date Data Arrived at EDR: 11/07/2018
Date Made Active in Reports: 12/14/2018
Number of Days to Update: 37
Source: Kern County Environment Health Services Department Telephone: 661-862-8700
Last EDR Contact: 11/01/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Quarterly
KINGS COUNTY:

CUPA KINGS: CUPA Facility List
A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities.

Date of Government Version: 11/21/2018
Date Data Arrived at EDR: 11/27/2018
Date Made Active in Reports: 12/12/2018
Number of Days to Update: 15
Source: Kings County Department of Public Health
Telephone: 559-584-1411
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
LAKE COUNTY:

CUPA LAKE: CUPA Facility List
Cupa facility list
Date of Government Version: 11/07/2018
Date Data Arrived at EDR: 11/08/2018
Date Made Active in Reports: 11/14/2018
Number of Days to Update: 6
Source: Lake County Environmental Health
Telephone: 707-263-1164
Last EDR Contact: 10/15/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Varies
LASSEN COUNTY:

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CUPA LASSEN: CUPA Facility List
Cupa facility list
Date of Government Version: 10/15/2018
Date Data Arrived at EDR: 10/23/2018
Date Made Active in Reports: 11/14/2018
Number of Days to Update: 22
Source: Lassen County Environmental Health
Telephone: 530-251-8528
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
LOS ANGELES COUNTY:

AOCONCERN: San Gabriel Valley Areas of Concern
San Gabriel Valley areas where VOC contamination is at or above the MCL as designated by region 9 EPA office.

Date of Government Version: 03/30/2009
Date Data Arrived at EDR: 03/31/2009
Date Made Active in Reports: 10/23/2009
Number of Days to Update: 206
Source: EPA Region 9
Telephone: 415-972-3178
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 04/01/2019
Data Release Frequency: No Update Planned
HMS LOS ANGELES: HMS: Street Number List
Industrial Waste and Underground Storage Tank Sites.

Date of Government Version: 09/20/2018
Date Data Arrived at EDR: 10/12/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 35
Source: Department of Public Works
Telephone: 626-458-3517
Last EDR Contact: 10/05/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Semi-Annually
LF LOS ANGELES: List of Solid Waste Facilities
Solid Waste Facilities in Los Angeles County.

Date of Government Version: 10/15/2018
Date Data Arrived at EDR: 10/16/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 31
Source: La County Department of Public Works
Telephone: 818-458-5185
Last EDR Contact: 10/16/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Varies
LF LOS ANGELES CITY: City of Los Angeles Landfills
Landfills owned and maintained by the City of Los Angeles.

Date of Government Version: 01/01/2018
Date Data Arrived at EDR: 05/01/2018
Date Made Active in Reports: 05/14/2018
Number of Days to Update: 13
Source: Engineering & Construction Division
Telephone: 213-473-7869
Last EDR Contact: 10/15/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Varies
SITE MIT LOS ANGELES: Site Mitigation List
Industrial sites that have had some sort of spill or complaint.

Date of Government Version: 07/01/2018
Date Data Arrived at EDR: 10/16/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 31
Source: Community Health Services
Telephone: 323-890-7806
Last EDR Contact: 10/16/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Annually
UST EL SEGUNDO: City of El Segundo Underground Storage Tank Underground storage tank sites located in El Segundo city.

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Date of Government Version: 01/21/2017
Date Data Arrived at EDR: 04/19/2017
Date Made Active in Reports: 05/10/2017
Number of Days to Update: 21
Source: City of El Segundo Fire Department
Telephone: 310-524-2236
Last EDR Contact: 10/15/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Semi-Annually
UST LONG BEACH: City of Long Beach Underground Storage Tank Underground storage tank sites located in the city of Long Beach.

Date of Government Version: 03/09/2017
Date Data Arrived at EDR: 03/10/2017
Date Made Active in Reports: 05/03/2017
Number of Days to Update: 54
Source: City of Long Beach Fire Department
Telephone: 562-570-2563
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Annually
UST TORRANCE: City of Torrance Underground Storage Tank Underground storage tank sites located in the city of Torrance.

Date of Government Version: 10/02/2018
Date Data Arrived at EDR: 10/05/2018
Date Made Active in Reports: 11/02/2018
Number of Days to Update: 28
Source: City of Torrance Fire Department
Telephone: 310-618-2973
Last EDR Contact: 10/05/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Semi-Annually
MADERA COUNTY:

CUPA MADERA: CUPA Facility List
A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities.

Date of Government Version: 11/26/2018
Date Data Arrived at EDR: 11/27/2018
Date Made Active in Reports: 12/12/2018
Number of Days to Update: 15
Source: Madera County Environmental Health
Telephone: 559-675-7823
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
MARIN COUNTY:

UST MARIN: Underground Storage Tank Sites
Currently permitted USTs in Marin County.

Date of Government Version: 09/26/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/02/2018
Number of Days to Update: 29
Source: Public Works Department Waste Management
Telephone: 415-473-6647
Last EDR Contact: 10/01/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Semi-Annually
MERCED COUNTY:

CUPA MERCED: CUPA Facility List
CUPA facility list.

Date of Government Version: 08/29/2018
Date Data Arrived at EDR: 08/31/2018
Date Made Active in Reports: 09/19/2018
Number of Days to Update: 19
Source: Merced County Environmental Health
Telephone: 209-381-1094
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
MONO COUNTY:

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CUPA MONO: CUPA Facility List
CUPA Facility List
Date of Government Version: 07/18/2018
Date Data Arrived at EDR: 09/04/2018
Date Made Active in Reports: 09/19/2018
Number of Days to Update: 15
Source: Mono County Health Department
Telephone: 760-932-5580
Last EDR Contact: 12/06/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
MONTEREY COUNTY:

CUPA MONTEREY: CUPA Facility Listing
CUPA Program listing from the Environmental Health Division.

Date of Government Version: 10/29/2018
Date Data Arrived at EDR: 11/01/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 15
Source: Monterey County Health Department
Telephone: 831-796-1297
Last EDR Contact: 10/01/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Varies
NAPA COUNTY:

LUST NAPA: Sites With Reported Contamination
A listing of leaking underground storage tank sites located in Napa county.

Date of Government Version: 01/09/2017
Date Data Arrived at EDR: 01/11/2017
Date Made Active in Reports: 03/02/2017
Number of Days to Update: 50
Source: Napa County Department of Environmental Management Telephone: 707-253-4269
Last EDR Contact: 11/21/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: No Update Planned
UST NAPA: Closed and Operating Underground Storage Tank Sites Underground storage tank sites located in Napa county.

Date of Government Version: 11/28/2018
Date Data Arrived at EDR: 11/30/2018
Date Made Active in Reports: 12/14/2018
Number of Days to Update: 14
Source: Napa County Department of Environmental Management Telephone: 707-253-4269
Last EDR Contact: 11/26/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: No Update Planned
NEVADA COUNTY:

CUPA NEVADA: CUPA Facility List
CUPA facility list.

Date of Government Version: 11/06/2018
Date Data Arrived at EDR: 11/08/2018
Date Made Active in Reports: 11/14/2018
Number of Days to Update: 6
Source: Community Development Agency
Telephone: 530-265-1467
Last EDR Contact: 10/25/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
ORANGE COUNTY:

IND_SITE ORANGE: List of Industrial Site Cleanups
Petroleum and non-petroleum spills.

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Date of Government Version: 10/04/2018
Date Data Arrived at EDR: 11/14/2018
Date Made Active in Reports: 12/13/2018
Number of Days to Update: 29
Source: Health Care Agency
Telephone: 714-834-3446
Last EDR Contact: 11/05/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Annually
LUST ORANGE: List of Underground Storage Tank Cleanups
Orange County Underground Storage Tank Cleanups (LUST).

Date of Government Version: 10/04/2018
Date Data Arrived at EDR: 11/14/2018
Date Made Active in Reports: 12/13/2018
Number of Days to Update: 29
Source: Health Care Agency
Telephone: 714-834-3446
Last EDR Contact: 11/05/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Quarterly
UST ORANGE: List of Underground Storage Tank Facilities Orange County Underground Storage Tank Facilities (UST).

Date of Government Version: 10/04/2018
Date Data Arrived at EDR: 11/06/2018
Date Made Active in Reports: 12/14/2018
Number of Days to Update: 38
Source: Health Care Agency
Telephone: 714-834-3446
Last EDR Contact: 11/06/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Quarterly
PLACER COUNTY:

MS PLACER: Master List of Facilities
List includes aboveground tanks, underground tanks and cleanup sites.

Date of Government Version: 09/04/2018
Date Data Arrived at EDR: 09/06/2018
Date Made Active in Reports: 10/03/2018
Number of Days to Update: 27
Source: Placer County Health and Human Services
Telephone: 530-745-2363
Last EDR Contact: 11/29/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Semi-Annually
PLUMAS COUNTY:

CUPA PLUMAS: CUPA Facility List
Plumas County CUPA Program facilities.

Date of Government Version: 07/19/2018
Date Data Arrived at EDR: 07/25/2018
Date Made Active in Reports: 09/05/2018
Number of Days to Update: 42
Source: Plumas County Environmental Health
Telephone: 530-283-6355
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
RIVERSIDE COUNTY:

LUST RIVERSIDE: Listing of Underground Tank Cleanup Sites Riverside County Underground Storage Tank Cleanup Sites (LUST).

Date of Government Version: 10/10/2018
Date Data Arrived at EDR: 10/12/2018
Date Made Active in Reports: 10/16/2018
Number of Days to Update: 4
Source: Department of Environmental Health
Telephone: 951-358-5055
Last EDR Contact: 12/17/2018
Next Scheduled EDR Contact: 04/01/2019
Data Release Frequency: Quarterly
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UST RIVERSIDE: Underground Storage Tank Tank List
Underground storage tank sites located in Riverside county.

Date of Government Version: 10/10/2018
Date Data Arrived at EDR: 10/12/2018
Date Made Active in Reports: 11/05/2018
Number of Days to Update: 24
Source: Department of Environmental Health
Telephone: 951-358-5055
Last EDR Contact: 12/17/2018
Next Scheduled EDR Contact: 04/01/2019
Data Release Frequency: Quarterly
SACRAMENTO COUNTY:

CS SACRAMENTO: Toxic Site Clean-Up List
List of sites where unauthorized releases of potentially hazardous materials have occurred.

Date of Government Version: 08/03/2018
Date Data Arrived at EDR: 10/02/2018
Date Made Active in Reports: 11/01/2018
Number of Days to Update: 30
Source: Sacramento County Environmental Management
Telephone: 916-875-8406
Last EDR Contact: 10/02/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Quarterly
ML SACRAMENTO: Master Hazardous Materials Facility List Any business that has hazardous materials on site - hazardous material storage sites, underground storage tanks, waste generators.

Date of Government Version: 08/23/2018
Date Data Arrived at EDR: 10/02/2018
Date Made Active in Reports: 11/02/2018
Number of Days to Update: 31
Source: Sacramento County Environmental Management
Telephone: 916-875-8406
Last EDR Contact: 10/02/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Quarterly
SAN BENITO COUNTY:

CUPA SAN BENITO: CUPA Facility List
Cupa facility list
Date of Government Version: 11/15/2018
Date Data Arrived at EDR: 11/16/2018
Date Made Active in Reports: 12/13/2018
Number of Days to Update: 27
Source: San Benito County Environmental Health
Telephone: N/A
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Varies
SAN BERNARDINO COUNTY:

PERMITS SAN BERNARDINO: Hazardous Material Permits
This listing includes underground storage tanks, medical waste handlers/generators, hazardous materials handlers, hazardous waste generators, and waste oil generators/handlers.

Date of Government Version: 07/27/2018
Date Data Arrived at EDR: 07/31/2018
Date Made Active in Reports: 09/10/2018
Number of Days to Update: 41
Source: San Bernardino County Fire Department Hazardous Materials Division Telephone: 909-387-3041
Last EDR Contact: 11/05/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Quarterly
SAN DIEGO COUNTY:

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HMMD SAN DIEGO: Hazardous Materials Management Division Database The database includes: HE58 - This report contains the business name, site address, business phone number, establishment ’H’ permit number, type of permit, and the business status. HE17 - In addition to providing the same information provided in the HE58 listing, HE17 provides inspection dates, violations received by the establishment, hazardous waste generated, the quantity, method of storage, treatment/disposal of waste and the hauler, and information on underground storage tanks. Unauthorized Release List - Includes a summary of environmental contamination cases in San Diego County (underground tank cases, non-tank cases, groundwater contamination, and soil contamination are included.)
Date of Government Version: 06/04/2018
Date Data Arrived at EDR: 06/06/2018
Date Made Active in Reports: 07/17/2018
Number of Days to Update: 41
Source: Hazardous Materials Management Division
Telephone: 619-338-2268
Last EDR Contact: 12/05/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Quarterly
LF SAN DIEGO: Solid Waste Facilities
San Diego County Solid Waste Facilities.

Date of Government Version: 04/18/2018
Date Data Arrived at EDR: 04/24/2018
Date Made Active in Reports: 06/19/2018
Number of Days to Update: 56
Source: Department of Health Services
Telephone: 619-338-2209
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
SAN DIEGO CO LOP: Local Oversight Program Listing
A listing of all LOP release sites that are or were under the County of San Diego’s jurisdiction. Included are closed or transferred cases, open cases, and cases that did not have a case type indicated. The cases without a case type are mostly complaints; however, some of them could be LOP cases.

Date of Government Version: 10/22/2018
Date Data Arrived at EDR: 10/23/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 38
Source: Department of Environmental Health
Telephone: 858-505-6874
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
SAN DIEGO CO. SAM: Environmental Case Listing
The listing contains all underground tank release cases and projects pertaining to properties contaminated with hazardous substances that are actively under review by the Site Assessment and Mitigation Program.

Date of Government Version: 03/23/2010
Date Data Arrived at EDR: 06/15/2010
Date Made Active in Reports: 07/09/2010
Number of Days to Update: 24
Source: San Diego County Department of Environmental Health Telephone: 619-338-2371
Last EDR Contact: 11/29/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: No Update Planned
SAN FRANCISCO COUNTY:

LUST SAN FRANCISCO: Local Oversite Facilities
A listing of leaking underground storage tank sites located in San Francisco county.

Date of Government Version: 09/19/2008
Date Data Arrived at EDR: 09/19/2008
Date Made Active in Reports: 09/29/2008
Number of Days to Update: 10
Source: Department Of Public Health San Francisco County Telephone: 415-252-3920
Last EDR Contact: 11/01/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Quarterly
UST SAN FRANCISCO: Underground Storage Tank Information Underground storage tank sites located in San Francisco county.

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Date of Government Version: 11/05/2018
Date Data Arrived at EDR: 11/06/2018
Date Made Active in Reports: 12/14/2018
Number of Days to Update: 38
Source: Department of Public Health
Telephone: 415-252-3920
Last EDR Contact: 11/01/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Quarterly
SAN JOAQUIN COUNTY:

UST SAN JOAQUIN: San Joaquin Co. UST
A listing of underground storage tank locations in San Joaquin county.

Date of Government Version: 06/22/2018
Date Data Arrived at EDR: 06/26/2018
Date Made Active in Reports: 07/11/2018
Number of Days to Update: 15
Source: Environmental Health Department
Telephone: N/A
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 04/01/2019
Data Release Frequency: Semi-Annually
SAN LUIS OBISPO COUNTY:

CUPA SAN LUIS OBISPO: CUPA Facility List
Cupa Facility List.

Date of Government Version: 11/14/2018
Date Data Arrived at EDR: 11/15/2018
Date Made Active in Reports: 12/13/2018
Number of Days to Update: 28
Source: San Luis Obispo County Public Health Department Telephone: 805-781-5596
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
SAN MATEO COUNTY:

BI SAN MATEO: Business Inventory
List includes Hazardous Materials Business Plan, hazardous waste generators, and underground storage tanks.

Date of Government Version: 09/18/2018
Date Data Arrived at EDR: 09/20/2018
Date Made Active in Reports: 11/01/2018
Number of Days to Update: 42
Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Annually
LUST SAN MATEO: Fuel Leak List
A listing of leaking underground storage tank sites located in San Mateo county.

Date of Government Version: 09/18/2018
Date Data Arrived at EDR: 09/20/2018
Date Made Active in Reports: 10/17/2018
Number of Days to Update: 27
Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921
Last EDR Contact: 09/10/2018
Next Scheduled EDR Contact: 12/24/2018
Data Release Frequency: Semi-Annually
SANTA BARBARA COUNTY:

CUPA SANTA BARBARA: CUPA Facility Listing
CUPA Program Listing from the Environmental Health Services division.

Date of Government Version: 09/08/2011
Date Data Arrived at EDR: 09/09/2011
Date Made Active in Reports: 10/07/2011
Number of Days to Update: 28
Source: Santa Barbara County Public Health Department
Telephone: 805-686-8167
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
SANTA CLARA COUNTY:

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CUPA SANTA CLARA: Cupa Facility List
Cupa facility list
Date of Government Version: 11/16/2018
Date Data Arrived at EDR: 11/16/2018
Date Made Active in Reports: 12/13/2018
Number of Days to Update: 27
Source: Department of Environmental Health
Telephone: 408-918-1973
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
HIST LUST SANTA CLARA: HIST LUST - Fuel Leak Site Activity Report A listing of open and closed leaking underground storage tanks. This listing is no longer updated by the county.

Leaking underground storage tanks are now handled by the Department of Environmental Health.

Date of Government Version: 03/29/2005
Date Data Arrived at EDR: 03/30/2005
Date Made Active in Reports: 04/21/2005
Number of Days to Update: 22
Source: Santa Clara Valley Water District
Telephone: 408-265-2600
Last EDR Contact: 03/23/2009
Next Scheduled EDR Contact: 06/22/2009
Data Release Frequency: No Update Planned
LUST SANTA CLARA: LOP Listing
A listing of leaking underground storage tanks located in Santa Clara county.

Date of Government Version: 03/03/2014
Date Data Arrived at EDR: 03/05/2014
Date Made Active in Reports: 03/18/2014
Number of Days to Update: 13
Source: Department of Environmental Health
Telephone: 408-918-3417
Last EDR Contact: 11/21/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Annually
SAN JOSE HAZMAT: Hazardous Material Facilities
Hazardous material facilities, including underground storage tank sites.

Date of Government Version: 11/01/2018
Date Data Arrived at EDR: 11/06/2018
Date Made Active in Reports: 12/14/2018
Number of Days to Update: 38
Source: City of San Jose Fire Department
Telephone: 408-535-7694
Last EDR Contact: 11/01/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Annually
SANTA CRUZ COUNTY:

CUPA SANTA CRUZ: CUPA Facility List
CUPA facility listing.

Date of Government Version: 01/21/2017
Date Data Arrived at EDR: 02/22/2017
Date Made Active in Reports: 05/23/2017
Number of Days to Update: 90
Source: Santa Cruz County Environmental Health
Telephone: 831-464-2761
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
SHASTA COUNTY:

CUPA SHASTA: CUPA Facility List
Cupa Facility List.

Date of Government Version: 06/15/2017
Date Data Arrived at EDR: 06/19/2017
Date Made Active in Reports: 08/09/2017
Number of Days to Update: 51
Source: Shasta County Department of Resource Management Telephone: 530-225-5789
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
SOLANO COUNTY:

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LUST SOLANO: Leaking Underground Storage Tanks
A listing of leaking underground storage tank sites located in Solano county.

Date of Government Version: 08/29/2018
Date Data Arrived at EDR: 09/04/2018
Date Made Active in Reports: 10/17/2018
Number of Days to Update: 43
Source: Solano County Department of Environmental Management Telephone: 707-784-6770
Last EDR Contact: 11/29/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Quarterly
UST SOLANO: Underground Storage Tanks
Underground storage tank sites located in Solano county.

Date of Government Version: 11/29/2018
Date Data Arrived at EDR: 12/04/2018
Date Made Active in Reports: 12/14/2018
Number of Days to Update: 10
Source: Solano County Department of Environmental Management Telephone: 707-784-6770
Last EDR Contact: 11/29/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Quarterly
SONOMA COUNTY:

CUPA SONOMA: Cupa Facility List
Cupa Facility list
Date of Government Version: 09/24/2018
Date Data Arrived at EDR: 09/25/2018
Date Made Active in Reports: 10/16/2018
Number of Days to Update: 21
Source: County of Sonoma Fire & Emergency Services Department Telephone: 707-565-1174
Last EDR Contact: 09/24/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Varies
LUST SONOMA: Leaking Underground Storage Tank Sites
A listing of leaking underground storage tank sites located in Sonoma county.

Date of Government Version: 10/02/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 10/25/2018
Number of Days to Update: 21
Source: Department of Health Services
Telephone: 707-565-6565
Last EDR Contact: 09/24/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
STANISLAUS COUNTY:

CUPA STANISLAUS: CUPA Facility List
Cupa facility list
Date of Government Version: 08/14/2018
Date Data Arrived at EDR: 08/16/2018
Date Made Active in Reports: 08/24/2018
Number of Days to Update: 8
Source: Stanislaus County Department of Ennvironmental Protection Telephone: 209-525-6751
Last EDR Contact: 10/15/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Varies
SUTTER COUNTY:

UST SUTTER: Underground Storage Tanks
Underground storage tank sites located in Sutter county.

Date of Government Version: 09/18/2018
Date Data Arrived at EDR: 09/20/2018
Date Made Active in Reports: 10/25/2018
Number of Days to Update: 35
Source: Sutter County Department of Agriculture
Telephone: 530-822-7500
Last EDR Contact: 11/29/2018
Next Scheduled EDR Contact: 03/18/2019
Data Release Frequency: Semi-Annually
TEHAMA COUNTY:

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CUPA TEHAMA: CUPA Facility List
Cupa facilities
Date of Government Version: 07/17/2018
Date Data Arrived at EDR: 08/02/2018
Date Made Active in Reports: 09/07/2018
Number of Days to Update: 36
Source: Tehama County Department of Environmental Health Telephone: 530-527-8020
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Varies
TRINITY COUNTY:

CUPA TRINITY: CUPA Facility List
Cupa facility list
Date of Government Version: 10/22/2018
Date Data Arrived at EDR: 10/25/2018
Date Made Active in Reports: 11/14/2018
Number of Days to Update: 20
Source: Department of Toxic Substances Control
Telephone: 760-352-0381
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
TULARE COUNTY:

CUPA TULARE: CUPA Facility List
Cupa program facilities
Date of Government Version: 09/13/2018
Date Data Arrived at EDR: 09/14/2018
Date Made Active in Reports: 09/19/2018
Number of Days to Update: 5
Source: Tulare County Environmental Health Services Division Telephone: 559-624-7400
Last EDR Contact: 11/29/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Varies
TUOLUMNE COUNTY:

CUPA TUOLUMNE: CUPA Facility List
Cupa facility list
Date of Government Version: 04/23/2018
Date Data Arrived at EDR: 04/25/2018
Date Made Active in Reports: 06/25/2018
Number of Days to Update: 61
Source: Divison of Environmental Health
Telephone: 209-533-5633
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
VENTURA COUNTY:

BWT VENTURA: Business Plan, Hazardous Waste Producers, and Operating Underground Tanks The BWT list indicates by site address whether the Environmental Health Division has Business Plan (B), Waste Producer (W), and/or Underground Tank (T) information.

Date of Government Version: 09/26/2018
Date Data Arrived at EDR: 10/25/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 36
Source: Ventura County Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Quarterly
LF VENTURA: Inventory of Illegal Abandoned and Inactive Sites Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites.

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Date of Government Version: 12/01/2011
Date Data Arrived at EDR: 12/01/2011
Date Made Active in Reports: 01/19/2012
Number of Days to Update: 49
Source: Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 10/01/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Annually
LUST VENTURA: Listing of Underground Tank Cleanup Sites Ventura County Underground Storage Tank Cleanup Sites (LUST).

Date of Government Version: 05/29/2008
Date Data Arrived at EDR: 06/24/2008
Date Made Active in Reports: 07/31/2008
Number of Days to Update: 37
Source: Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 11/07/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: Quarterly
MED WASTE VENTURA: Medical Waste Program List
To protect public health and safety and the environment from potential exposure to disease causing agents, the Environmental Health Division Medical Waste Program regulates the generation, handling, storage, treatment and disposal of medical waste throughout the County.

Date of Government Version: 09/25/2018
Date Data Arrived at EDR: 10/25/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 36
Source: Ventura County Resource Management Agency
Telephone: 805-654-2813
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Quarterly
UST VENTURA: Underground Tank Closed Sites List
Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites List.

Date of Government Version: 09/04/2018
Date Data Arrived at EDR: 09/12/2018
Date Made Active in Reports: 10/04/2018
Number of Days to Update: 22
Source: Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 12/12/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Quarterly
YOLO COUNTY:

UST YOLO: Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county.

Date of Government Version: 10/15/2018
Date Data Arrived at EDR: 10/19/2018
Date Made Active in Reports: 11/05/2018
Number of Days to Update: 17
Source: Yolo County Department of Health
Telephone: 530-666-8646
Last EDR Contact: 10/15/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Annually
YUBA COUNTY:

CUPA YUBA: CUPA Facility List
CUPA facility listing for Yuba County.

Date of Government Version: 11/05/2018
Date Data Arrived at EDR: 11/07/2018
Date Made Active in Reports: 11/14/2018
Number of Days to Update: 7
Source: Yuba County Environmental Health Department
Telephone: 530-749-7523
Last EDR Contact: 10/25/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
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OTHER DATABASE(S)
Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report.

CT MANIFEST: Hazardous Waste Manifest Data
Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility.

Date of Government Version: 11/12/2018
Date Data Arrived at EDR: 11/14/2018
Date Made Active in Reports: 12/04/2018
Number of Days to Update: 20
Source: Department of Energy & Environmental Protection Telephone: 860-424-3375
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: No Update Planned
NJ MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 07/13/2018
Date Made Active in Reports: 08/01/2018
Number of Days to Update: 19
Source: Department of Environmental Protection
Telephone: N/A
Last EDR Contact: 10/09/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Annually
NY MANIFEST: Facility and Manifest Data
Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility.

Date of Government Version: 07/01/2018
Date Data Arrived at EDR: 08/01/2018
Date Made Active in Reports: 08/31/2018
Number of Days to Update: 30
Source: Department of Environmental Conservation
Telephone: 518-402-8651
Last EDR Contact: 10/31/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Quarterly
PA MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 10/23/2018
Date Made Active in Reports: 11/27/2018
Number of Days to Update: 35
Source: Department of Environmental Protection
Telephone: 717-783-8990
Last EDR Contact: 10/15/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Annually
RI MANIFEST: Manifest information
Hazardous waste manifest information
Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 02/23/2018
Date Made Active in Reports: 04/09/2018
Number of Days to Update: 45
Source: Department of Environmental Management
Telephone: 401-222-2797
Last EDR Contact: 11/16/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Annually
WI MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 06/15/2018
Date Made Active in Reports: 07/09/2018
Number of Days to Update: 24
Source: Department of Natural Resources
Telephone: N/A
Last EDR Contact: 12/07/2018
Next Scheduled EDR Contact: 03/25/2019
Data Release Frequency: Annually
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Oil/Gas Pipelines
Source: PennWell Corporation
Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell.

Electric Power Transmission Line Data
Source: PennWell Corporation
This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell.

Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located.

AHA Hospitals:

Source: American Hospital Association, Inc.

Telephone: 312-280-5991
The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals.

Medical Centers: Provider of Services Listing
Source: Centers for Medicare & Medicaid Services
Telephone: 410-786-3000
A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services.

Nursing Homes
Source: National Institutes of Health
Telephone: 301-594-6248
Information on Medicare and Medicaid certified nursing homes in the United States.

Public Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states.

Private Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics’ primary database on private school locations in the United States.

Daycare Centers: Licensed Facilities
Source: Department of Social Services
Telephone: 916-657-4041
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 and 2010 from the U.S. Fish and Wildlife Service.

State Wetlands Data: Wetland Inventory
Source: Department of Fish and Wildlife
Telephone: 916-445-0411
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Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey

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.

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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: 2012
North Map: 5603174 FRIANT, CA
Version Date: 2012
Target Property Map: 5603160 CLOVIS, CA

USGS TOPOGRAPHIC MAP
Elevation: 388 ft. above sea level
UTM Y (Meters): 4083462.5
UTM X (Meters): 260145.1
Universal Tranverse Mercator: Zone 11
Longitude (West): 119.690752 - 119° 41’ 26.71’’
Latitude (North): 36.8685 - 36° 52’ 6.60’’

TARGET PROPERTY COORDINATES
CLOVIS, CA 93619
5230 E SHEPHERD AVE
TRACT NO. 6205 PROPERTY

TARGET PROPERTY ADDRESS
GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM ®
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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
01/2 1 Miles ✩Target Property Elevation: 388 ft.

North South
West East 380 376 385 384 383 386 386 388 388 388 388 389 389 389382 391 388 395 389 380 381 382 383 383 385 388 388 388 388 389 390 392 394 395 396 397 398 398 General Topographic Gradient: General NW

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 ®
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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
CLOVIS YES - refer to the Overview Map and Detail Map

NATIONAL WETLAND INVENTORY
NWI Electronic
NWI Quad at Target Property Data Coverage
06019C1585H FEMA FIRM Flood data
06019C1045H FEMA FIRM Flood data
06019C1040H FEMA FIRM Flood data
Additional Panels in search area: FEMA Source Type
06019C1580H 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 ®
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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 ®
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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: sandy loam
Soil Component Name: ATWATER
Soil Map ID: 2
Min: 6.6
Max: 8.4
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 7 inches 59 inches fine sandy loam Silt-Clay
Min: 6.6
Max: 8.4
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
1 0 inches 7 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: > 153 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Partially hydric
Soil Drainage Class: Somewhat poorly 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: GRANGEVILLE
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 ®
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Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: Moderate
Hydric Status: Not 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: loam
Soil Component Name: RAMONA
Soil Map ID: 3
Min: 6.6
Max: 7.3
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
3 42 inches 59 inches loamy sand Granular
Min: 6.6
Max: 7.3
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
2 24 inches 42 inches sandy loam Granular
Min: 6.6
Max: 7.3
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
1 0 inches 24 inches sandy loam Granular
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: Moderate
Hydric Status: Not hydric
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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Depth to Watertable Min: > 153 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Partially hydric
Soil Drainage Class: Somewhat poorly 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: GRANGEVILLE
Soil Map ID: 4
Max: Min:

Min: 0.1
Not reported Max: 1
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
4 40 inches 53 inches cemented Silt-Clay
Max: Min:

Min: 0.1
Not reported Max: 1
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
3 24 inches 40 inches clay loam Silt-Clay
Max: Min:

Min: 0.1
Not reported Max: 1
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 11 inches 24 inches loam Silt-Clay
Max: Min:

Min: 0.1
Not reported Max: 1
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
1 0 inches 11 inches 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)
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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Min: 6.1
Max: 7.8
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
1 0 inches 9 inches sandy loam Granular
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: Moderate
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: sandy loam
Soil Component Name: VISALIA
Soil Map ID: 5

7.4 Max: 9 Min:

Min: 4
Max: 14
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 7 inches 59 inches fine sandy loam Silt-Clay

7.4 Max: 9 Min:

Min: 4
Max: 14
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

TC5516721.2s Page A-10
Min: 6.1
Max: 7.3
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
to loamy sand
1 3 inches 59 inches stratified sand
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: Moderate
Hydric Status: Partially hydric
Soil Drainage Class: Somewhat excessively drained
excessively drained sands and gravels.

Hydrologic Group: Class A - High infiltration rates. Soils are deep, well drained to Soil Surface Texture: stratified sand to loamy sand
Soil Component Name: TUJUNGA
Soil Map ID: 6
Min: 6.1
Max: 7.8
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
3 48 inches 59 inches sandy loam Granular
Min: 6.1
Max: 7.8
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
2 9 inches 48 inches sandy loam Granular
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH)
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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Max: Min:

Min: 42
Not reported Not reported Max: 141
sandy loam
coarse sand to
2 5 inches 59 inches stratified
Max: Min:

Min: 42
1 0 inches 5 inches coarse sand Not reported Not reported Max: 141 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: > 31 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: Not Reported
Hydric Status: Partially hydric
Soil Drainage Class: Excessively drained
water table, or are shallow to an impervious layer.

Hydrologic Group: Class D - Very slow infiltration rates. Soils are clayey, have a high Soil Surface Texture: coarse sand
Soil Component Name: RIVERWASH
Soil Map ID: 7
Min: 6.1
Max: 7.3
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
2 0 inches 3 inches loamy sand Granular
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH)
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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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: sandy loam
Soil Component Name: HANFORD
Soil Map ID: 9
Min: 6.1
Max: 7.3
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
loam
2 16 inches 72 inches coarse sandy
Min: 6.1
Max: 7.3
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
loam
1 0 inches 16 inches coarse sandy
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: Moderate
Hydric Status: Not 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: coarse sandy loam
Soil Component Name: HANFORD
Soil Map ID: 8
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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4 USGS40000178913 1/4 - 1/2 Mile ENE
A3 USGS40000178885 1/4 - 1/2 Mile West

FEDERAL USGS WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
State Database 1.000
Federal FRDS PWS Nearest PWS within 0.001 miles
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: 6.1
Max: 7.3
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
2 16 inches 72 inches sandy loam Granular
Min: 6.1
Max: 7.3
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
1 0 inches 16 inches sandy loam Granular
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: Moderate
Hydric Status: Not hydric
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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AGENDA ITEM NO. 6.

TC5516721.2s Page A-14
10 CADW60000009556 1/2 - 1 Mile SSW
9 CADW60000008581 1/2 - 1 Mile West
A2 CADW60000024897 1/4 - 1/2 Mile West
1 CADW60000008582 1/4 - 1/2 Mile ESE

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
8 USGS40000179599 1/2 - 1 Mile West
7 USGS40000178740 1/2 - 1 Mile South
6 USGS40000179005 1/2 - 1 Mile North
5 USGS40000178814 1/2 - 1 Mile SSW

FEDERAL USGS WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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Organization Name: USGS California Water Science Center Organization ID: USGS-CA
4 ENE
1/4 - 1/2 Mile
Higher
FED USGS USGS40000178913
Note: Not Reported
Feet below surface: 46.06 Feet to sea level: Not Reported Ground water levels,Number of Measurements: 1 Level reading date: 1963-10-14 Well Hole Depth Units: Not Reported
Well Depth Units: ft Well Hole Depth: Not Reported
Construction Date: 1947 Well Depth: 125
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: Central Valley aquifer system
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18030012
Monitor Location: 012S021E20Q002M Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
A3
West
1/4 - 1/2 Mile
Lower
FED USGS USGS40000178885
Site id: CADW60000024897
Dwr region id: 80237 Dwr region: South Central Region Office Basin code: ’5-22.08’ Basin desc: Kings
County id: 10 County name: Fresno
Well use id: 6 Well use descrip: Unknown
State well numbe: 12S21E20Q001M Local well name: ’12S21E20Q001M’ Longitude: -119.6988 Site code: 368677N1196988W001
Objectid: 24897 Latitude: 36.8677
A2
West
1/4 - 1/2 Mile
Lower
CA WELLS CADW60000024897
Site id: CADW60000008582
Dwr region id: 80237 Dwr region: South Central Region Office Basin code: ’5-22.08’ Basin desc: Kings
County id: 10 County name: Fresno
Well use id: 6 Well use descrip: Unknown
State well numbe: 12S21E21P001M Local well name: ’’
Longitude: -119.6843 Site code: 368668N1196843W001
Objectid: 8582 Latitude: 36.8668
1 ESE
1/4 - 1/2 Mile
Higher
CA WELLS CADW60000008582
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Note: Not Reported
Feet below surface: 62.73 Feet to sea level: Not Reported Ground water levels,Number of Measurements: 1 Level reading date: 1963-10-14 Well Hole Depth Units: Not Reported
Well Depth Units: Not Reported Well Hole Depth: Not Reported Construction Date: Not Reported Well Depth: Not Reported Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: Central Valley aquifer system
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18030012
Monitor Location: 012S021E21D001M Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
6 North
1/2 - 1 Mile
Higher
FED USGS USGS40000179005
Well Hole Depth Units: Not Reported
Well Depth Units: Not Reported Well Hole Depth: Not Reported Construction Date: Not Reported Well Depth: Not Reported Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: Central Valley aquifer system
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18030012
Monitor Location: 012S021E29A001M Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
5 SSW
1/2 - 1 Mile
Lower
FED USGS USGS40000178814
Note: Not Reported
Feet below surface: 45.87 Feet to sea level: Not Reported Ground water levels,Number of Measurements: 1 Level reading date: 1963-10-14 Well Hole Depth Units: Not Reported
Well Depth Units: ft Well Hole Depth: Not Reported
Construction Date: Not Reported Well Depth: 125
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: Central Valley aquifer system
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18030012
Monitor Location: 012S021E21K001M Type: Well
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Site id: CADW60000008581
Dwr region id: 80237 Dwr region: South Central Region Office Basin code: ’5-22.08’ Basin desc: Kings
County id: 20 County name: Madera
Well use id: 6 Well use descrip: Unknown
State well numbe: 12S21E20N001M Local well name: ’’
Longitude: -119.7068 Site code: 368699N1197068W001
Objectid: 8581 Latitude: 36.8699
9 West
1/2 - 1 Mile
Lower
CA WELLS CADW60000008581
Note: Not Reported
Feet below surface: 24.86 Feet to sea level: Not Reported Ground water levels,Number of Measurements: 1 Level reading date: 1963-10-14 Well Hole Depth Units: Not Reported
Well Depth Units: ft Well Hole Depth: Not Reported
Construction Date: Not Reported Well Depth: 104
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: Central Valley aquifer system
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18040001
Monitor Location: 011S021E32E001M Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
8 West
1/2 - 1 Mile
Lower
FED USGS USGS40000179599
Note: Not Reported
Feet below surface: 38.55 Feet to sea level: Not Reported Ground water levels,Number of Measurements: 1 Level reading date: 1963-10-14 Well Hole Depth Units: Not Reported
Well Depth Units: Not Reported Well Hole Depth: Not Reported Construction Date: Not Reported Well Depth: Not Reported Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: Central Valley aquifer system
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18030012
Monitor Location: 012S021E28M001M Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
7 South
1/2 - 1 Mile
Lower
FED USGS USGS40000178740
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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TC5516721.2s Page A-19
Site id: CADW60000009556
Dwr region id: 80237 Dwr region: South Central Region Office Basin code: ’5-22.08’ Basin desc: Kings
County id: 10 County name: Fresno
Well use id: 6 Well use descrip: Unknown
State well numbe: 12S21E29K001M Local well name: ’’
Longitude: -119.7002 Site code: 368571N1197002W001
Objectid: 9556 Latitude: 36.8571
10 SSW
1/2 - 1 Mile
Lower
CA WELLS CADW60000009556
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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AGENDA ITEM NO. 6.

TC5516721.2s Page A-20
Basement 1.433 pCi/L 100% 0% 0%
Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Living Area - 1st Floor 1.251 pCi/L 98% 2% 0%
Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Number of sites tested: 100
Federal Area Radon Information for FRESNO COUNTY, CA
: 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 FRESNO County: 2
93619 5 2
______ ________ ________
Zipcode Num Tests > 4 pCi/L
Radon Test Results
State Database: CA Radon

AREA RADON INFORMATION

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
®
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AGENDA ITEM NO. 6.

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.

Current USGS 7.5 Minute Topographic Map
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.

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.

TC5516721.2s Page PSGR-1

PHYSICAL SETTING SOURCE RECORDS SEARCHED
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AGENDA ITEM NO. 6.

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.

STATE RECORDS
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.

OTHER STATE DATABASE INFORMATION
California Oil and Gas Well Locations
Source: Department of Conservation
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
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.

TC5516721.2s Page PSGR-2

PHYSICAL SETTING SOURCE RECORDS SEARCHED
1413
AGENDA ITEM NO. 6.

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.

TC5516721.2s Page PSGR-3

PHYSICAL SETTING SOURCE RECORDS SEARCHED
1414
AGENDA ITEM NO. 6.

Appendix H
Noise
1415
AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA
Prepared for:

De Novo Planning Group
180 East Main St. #108
Tustin, CA 92780
Prepared by:

MD Acoustics, LLC
Claire Pincock, INCE_USA
1197 Los Angeles Avenue, Ste 256
Simi Valley, CA 93065
Date: 2/21/2023
1416
AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA Table of Contents
MD Acoustics, LLC ii
JN: 04622025_Report

TABLE OF CONTENTS

1.0 Introduction .................................................................................................................................... 1

1.1 Purpose of Analysis and Study Objectives 1

1.2 Site Location and Study Area 1

1.3 Proposed Project Description 1

2.0 Fundamentals of Noise ................................................................................................................... 5

2.1 Sound, Noise and Acoustics 5

2.2 Frequency and Hertz 5

2.3 Sound Pressure Levels and Decibels 5

2.4 Addition of Decibels 5

2.5 Human Response to Changes in Noise Levels 6

2.6 Noise Descriptors 6

2.7 Traffic Noise Prediction 7

2.8 Sound Propagation 7

3.0 Ground-Borne Vibration Fundamentals ......................................................................................... 9

3.1 Vibration Descriptors 9

3.2 Vibration Perception 9

3.3 Vibration Propagation 9

4.0 Regulatory Setting ......................................................................................................................... 10

4.1 Federal Regulations 10

4.2 State Regulations 10

4.3 City of Clovis Noise Regulations 11

5.0 Study Method and Procedure ....................................................................................................... 18

5.1 Noise Measurement Procedure and Criteria 18

5.2 Noise Measurement Locations 18

5.3 FHWA Traffic Noise Prediction Model 18

5.4 FHWA Roadway Construction Noise Model 19

6.0 Existing Noise Environment .......................................................................................................... 21

6.1 Short-Term Noise Measurement Results 21

6.2 Airport Noise Contours 21

7.0 Future Noise Environment Impacts .............................................................................................. 22

7.1 Future Exterior Noise 22

7.1.1 Noise Impacts to Off-Site Receptors Due to Project Generated Traffic 22

7.1.2 Noise Impacts to On-Site Receptors Due to Project Generated Traffic 24

8.0 Construction Noise Impact ........................................................................................................... 25

8.1 Construction Noise 25

8.2 Construction Vibration 26

8.3 Construction Noise Reduction Policies 27
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AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA Table of Contents
MD Acoustics, LLC iii
JN: 04622025_Report

9.0 References .................................................................................................................................... 28

LIST OF APPENDICES
Appendix A: Photographs and Field Measurement Data ....................................................................... 1 Appendix B: Traffic Noise Modeling Output .......................................................................................... 2 Appendix C: Construction Noise Modeling Output ................................................................................ 3

LIST OF EXHIBITS
Exhibit A: Location Map ..................................................................................................................... 3 Exhibit B: Site Plan .............................................................................................................................. 4 Exhibit C: Typical A-Weighted Noise Levels ....................................................................................... 5 Exhibit D: Land Use and Noise Compatibility Matrix ....................................................................... 11 Exhibit E: Measurement Locations .................................................................................................. 20

LIST OF TABLES
Table 1: Roadway Vehicle Distribution (Truck Mix) .................................................................................. 19 Table 2: Short-Term Noise Measurement Data1 ...................................................................................... 21 Table 3: Existing Scenario - Noise Levels Along Roadways (dBA CNEL) .................................................... 22 Table 4: 2046 Scenario - Noise Levels Along Roadways (dBA CNEL) ........................................................ 23 Table 5: Typical Construction Equipment Noise Levels1 ........................................................................... 25 Table 6: Guideline Vibration Damage Potential Threshold Criteria ......................................................... 26 Table 7: Vibration Source Levels for Construction Equipment ................................................................. 27 1418
AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA Introduction
1 1.0 Introduction

1.1 Purpose of Analysis and Study Objectives
The purpose of this noise impact study is to evaluate the potential noise impacts for the project study area and compare results to City and CEQA thresholds. The assessment was conducted and compared to the noise standards set forth by the Federal, State, and Local agencies. Consistent with the California Environmental Quality Act (CEQA) and CEQA Guidelines, a significant impact related to noise would occur if a proposed project is determined to result in:
 Exposure of persons to or generation of noise levels in excess of standards established in the local General Plan or noise ordinance, or applicable agencies.  Exposure of persons to or generation of excessive ground-borne vibration or ground-borne noise levels.
 A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the Project.
 A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the Project.

The following is provided in this report:
 A description of the study area and the proposed Project  Information regarding the fundamentals of noise
 A description of the local noise guidelines and standards  An evaluation of the existing ambient noise environment  An analysis of the traffic noise impacts to the project site  An evaluation of the interior noise limit compliance
 Construction noise and vibration evaluation

1.2 Site Location and Study Area
The Project site is bounded by E Shepherd Ave. to the south, Sunnyside Ave. to the west, residential along Lexington and N Purdue Ave. to the northwest, residential along Perrin Rd. and N Stanford Ave. to the north, and residential along N Fowler Ave. to the south, as shown in Exhibit A. The City of Clovis General Plan classifies the site's land use designation as Rural Residential (RR).

1.3 Proposed Project Description
The Project would include a request to amend the City's 2014 General Plan to re-designate the Project site (approximately 75 acres) from the Rural Residential (1 DU/2 ac) land use designation to the Medium Density Residential (4.1 to 7.0 DU/ac) land use designation as well as include the sphere of influence (SOI) Expansion Area of 1,050 acres.
1419
AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA Introduction
2 Although the number of residential units is not yet known, the Medium Density designation allows a density between 4.1 and 7.0 dwelling units per acre. Therefore, the environmental analysis should assume construction of up to a maximum of 525 residential units on the 75-acre Project site within the City of Clovis.

For this Project, a Project Level EIR would be prepared for the 75-acre project site, and a programmatic EIR Level of Analysis would be prepared for the remaining area. The general plan amendment would also include a request to allow for access to Shepherd Avenue, which is currently designated as an "expressway" in the Clovis General Plan. The site plan for the Project is shown in Exhibit B. 1420
AGENDA ITEM NO. 6.

San Jacinto General Plan
Noise Impact Study
City of Clovis, CA
Exhibit A
Location Map
Introduction
3 1421
AGENDA ITEM NO. 6.

Exhibit B
Site Plan
Introduction
4 San Jacinto General Plan
Noise Impact Study
City of San Jacinto, CA
1422
AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA Fundamentals of Noise
5 2.0 Fundamentals of Noise
This section of the report provides basic information about noise and presents some of the terms used in the report.

2.1 Sound, Noise and Acoustics
Sound is a disturbance created by a moving or vibrating source and is capable of being detected by the hearing organs. Sound may be thought of as mechanical energy of a moving object transmitted by pressure waves through a medium to a human ear. For traffic or stationary noise, the medium of concern is air. Noise is defined as sound that is loud, unpleasant, unexpected, or unwanted.

2.2 Frequency and Hertz
A continuous sound is described by its frequency
(pitch) and its amplitude (loudness). Frequency
relates to the number of pressure oscillations per
second. Low-frequency sounds are low in pitch
(bass sounding) and high-frequency sounds are high
in pitch (squeak). These oscillations per second
(cycles) are commonly referred to as Hertz (Hz). The
human ear can hear from the bass pitch starting out
at 20 Hz all the way to the high pitch of 20,000 Hz.

2.3 Sound Pressure Levels and Decibels
The amplitude of a sound determines its loudness.

The loudness of sound increases or decreases as
the amplitude increases or decreases. Sound
pressure amplitude is measured in units of microNewton per square inch meter (µN/m2 ), also called
micro-Pascal (µPa). One µPa is approximately one
hundred billionths (0.00000000001) of normal
atmospheric pressure. Sound pressure level (SPL or
Lp) is used to describe in logarithmic units the ratio
of actual sound pressures to a reference pressure
squared. These units are called decibels,
abbreviated dB. Exhibit C illustrates references sound levels for different noise sources.

2.4 Addition of Decibels
Because decibels are on a logarithmic scale, sound pressure levels cannot be added or subtracted by simple plus or minus addition. When two sounds or equal SPL are combined, they will produce an SPL 3 dB greater than the original single SPL. In other words, sound energy must be doubled to produce a 3 dB increase. If two sounds differ by approximately 10 dB, the higher sound level is the predominant sound.

Exhibit C: Typical A-Weighted Noise Levels
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AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA Fundamentals of Noise
6 2.5 Human Response to Changes in Noise Levels
In general, the healthy human ear is most sensitive to sounds between 1,000 Hz and 5,000 Hz, and it perceives a sound within that range as being more intense than a sound with a higher or lower frequency with the same magnitude. For purposes of this report as well as with most environmental documents, the A-scale weighting is typically reported in terms of A-weighted decibel (dBA), a scale designed to account for the frequency-dependent sensitivity of the ear. Typically, the human ear can barely perceive a change in noise level of 3 dB. A change in 5 dB is readily perceptible, and a change in 10 dB is perceived as being twice or half as loud. As previously discussed, a doubling of sound energy results in a 3 dB increase in sound, which means that a doubling of sound energy (e.g., doubling the volume of traffic on a highway) would result in a barely perceptible change in sound level.

2.6 Noise Descriptors
Noise in our daily environment fluctuates over time. Some noise levels occur in regular patterns; others are random. Some noise levels are constant while others are sporadic. Noise descriptors were created to describe the different time-varying noise levels.

A-Weighted Sound Level: The sound pressure level in decibels as measured on a sound level meter using the A-weighted filter network. The A-weighting filter de-emphasizes the very low and very highfrequency components of the sound in a manner similar to the response of the human ear. A numerical method of rating human judgment of loudness.

Ambient Noise Level: The composite of noise from all sources, near and far. In this context, the ambient noise level constitutes the normal or existing level of environmental noise at a given location.

Community Noise Equivalent Level (CNEL): The average equivalent A-weighted sound level during a 24- hour day, obtained after the addition of five (5) decibels to sound levels in the evening from 7:00 to 10:00 PM and after the addition of ten (10) decibels to sound levels in the night before 7:00 AM and after 10:00 PM.

Decibel (dB): A unit for measuring the amplitude of a sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure, which is 20 micropascals. dB(A): A-weighted sound level (see definition above).

Equivalent Sound Level (LEQ): The sound level corresponding to a steady noise level over a given sample period with the same amount of acoustic energy as the actual time-varying noise level. The energy average noise level during the sample period.

Habitable Room: Any room meeting the requirements of the Uniform Building Code or other applicable regulations, which is intended to be used for sleeping, living, cooking, or dining purposes, excluding such enclosed spaces as closets, pantries, bath or toilet rooms, service rooms, connecting corridors, laundries, unfinished attics, foyers, storage spaces, cellars, utility rooms, and similar spaces.

L(n): The A-weighted sound level exceeded during a certain percentage of the sample time. For example, L10 in the sound level exceeded 10 percent of the sample time. Similarly L50, L90, and L99, etc. 1424
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City of Clovis, CA Fundamentals of Noise
7 Noise: Any unwanted sound or sound which is undesirable because it interferes with speech and hearing, or is intense enough to damage hearing, or is otherwise annoying. The State Noise Control Act defines noise as "...excessive undesirable sound...".

Outdoor Living Area: Outdoor spaces that are associated with residential land uses typically used for passive recreational activities or other noise-sensitive uses. Such spaces include patio areas, barbecue areas, jacuzzi areas, etc. associated with residential uses; outdoor patient recovery or resting areas associated with hospitals, convalescent hospitals, or rest homes; outdoor areas associated with places of worship which have a significant role in services or other noise-sensitive activities; and outdoor school facilities routinely used for educational purposes which may be adversely impacted by noise. Outdoor areas usually not included in this definition are: front yard areas, driveways, greenbelts, maintenance areas and storage areas associated with residential land uses; exterior areas at hospitals that are not used for patient activities; outdoor areas associated with places of worship and principally used for shortterm social gatherings; and, outdoor areas associated with school facilities that are not typically associated with educational uses prone to adverse noise impacts (for example, school play yard areas).

Percent Noise Levels: See L(n).

Sound Level (Noise Level): The weighted sound pressure level obtained by use of a sound level meter having a standard frequency filter for attenuating part of the sound spectrum.

Sound Level Meter: An instrument, including a microphone, an amplifier, an output meter, and frequency weighting networks for the measurement and determination of noise and sound levels.

Single Event Noise Exposure Level (SENEL): The dB(A) level which, if it lasted for one second, would produce the same A-weighted sound energy as the actual event.

2.7 Traffic Noise Prediction
Noise levels associated with traffic depends on a variety of factors: (1) volume of traffic, (2) speed of traffic, (3) auto, medium truck (2–3 axle) and heavy truck percentage (4 axle and greater), and sound propagation. The greater the volume of traffic, higher speeds and truck percentages equate to a louder volume in noise. A doubling of the Average Daily Traffic (ADT) along a roadway will increase noise levels by approximately 3 dB; reasons for this are discussed in the sections above.

2.8 Sound Propagation
As sound propagates from a source, it spreads geometrically. Sound from a small, localized source (i.e., a point source) radiates uniformly outward as it travels away from the source in a spherical pattern.

The sound level attenuates at a rate of 6 dB per doubling of distance. The movement of vehicles down a roadway makes the source of the sound appear to propagate from a line (i.e., line source) rather than a point source. This line source results in the noise propagating from a roadway in a cylindrical spreading versus a spherical spreading that results from a point source. The sound level attenuates for a line source at a rate of 3 dB per doubling of distance.

As noise propagates from the source, it is affected by the ground and atmosphere. Noise models use hard site (reflective surfaces) and soft site (absorptive surfaces) to help calculate predicted noise levels.

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City of Clovis, CA Fundamentals of Noise
8 receiver. Soft site conditions such as grass, soft dirt or landscaping attenuate noise at a rate of 1.5 dB per doubling of distance. When added to the geometric spreading, the excess ground attenuation results in an overall noise attenuation of 4.5 dB per doubling of distance for a line source and 7.5 dB per doubling of distance for a point source.

Research has demonstrated that atmospheric conditions can have a significant effect on noise levels when noise receivers are located 200 feet from a noise source. Wind, temperature, air humidity, and turbulence can further impact have far sound can travel. 1426
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City of Clovis, CA Ground-Borne Vibration Fundamentals
9 3.0 Ground-Borne Vibration Fundamentals

3.1 Vibration Descriptors
Ground-borne vibrations consist of rapidly fluctuating motions within the ground that have an average motion of zero. The effects of ground-borne vibrations typically only cause a nuisance to people, but at extreme vibration levels, damage to buildings may occur. Although ground-borne vibration can be felt outdoors, it is typically only an annoyance to people indoors, where the associated effects of the shaking of a building can be notable. Ground-borne noise is an effect of ground-borne vibration and only exists indoors since it is produced from noise radiated from the motion of the walls and floors of a room and may also consist of the rattling of windows or dishes on shelves.

Several different methods are used to quantify vibration amplitude.

PPV – Known as the peak particle velocity (PPV), which is the maximum instantaneous peak in vibration velocity, typically given in inches per second.

RMS – Known as root mean squared (RMS) can be used to denote vibration amplitude VdB – A commonly used abbreviation to describe the vibration level (VdB) for a vibration source.

3.2 Vibration Perception
Typically, developed areas are continuously affected by vibration velocities of 50 VdB or lower. These continuous vibrations are not noticeable to humans, whose threshold of perception is around 65 VdB.

Outdoor sources that may produce perceptible vibrations are usually caused by construction equipment, steel-wheeled trains, and traffic on rough roads, while smooth roads rarely produce perceptible ground-borne noise or vibration. To counter the effects of ground-borne vibration, the Federal Transit Administration (FTA) has published guidance relative to vibration impacts. According to the FTA, fragile buildings can be exposed to ground-borne vibration levels of 0.3 inches per second without experiencing structural damage.

3.3 Vibration Propagation
There are three main types of vibration propagation: surface, compression, and shear waves. Surface waves, or Rayleigh waves, travel along the ground's surface. These waves carry most of their energy along an expanding circular wavefront, similar to ripples produced by throwing a rock into a pool of water. P-waves, or compression waves, are body waves that carry their energy along an expanding spherical wavefront. The particle motion in these waves is longitudinal (i.e., in a "push-pull" fashion). Pwaves are analogous to airborne sound waves. S-waves, or shear waves, are also body waves that carry energy along an expanding spherical wavefront. However, unlike P-waves, the particle motion is transverse, or side-to-side and perpendicular to the direction of propagation.

As vibration waves propagate from a source, the vibration energy decreases in a logarithmic nature and the vibration levels typically decrease by 6 VdB per doubling of the distance from the vibration source. As stated above, this drop-off rate can vary greatly depending on the soil but has been shown to be effective enough for screening purposes, in order to identify potential vibration impacts that may need to be studied through actual field tests.
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10 4.0 Regulatory Setting
The proposed Project is located within the City of Clovis, California and noise regulations are addressed through the efforts of various federal, state and local government agencies. The agencies responsible for regulating noise are discussed below.

4.1 Federal Regulations
The adverse impact of noise was officially recognized by the federal government in the Noise Control Act of 1972, which serves three purposes:
 Publicize noise emission standards for interstate commerce  Assist state and local abatement efforts
 Promote noise education and research
The Federal Office of Noise Abatement and Control (ONAC) originally was tasked with implementing the Noise Control Act. However, it was eventually eliminated leaving other federal agencies and committees to develop noise policies and programs. Some examples of these agencies are as follows:

The Department of Transportation (DOT) assumed a significant role in noise control through its various agencies. The Federal Aviation Agency (FAA) is responsible for regulating noise from aircraft and airports. The Federal Highway Administration (FHWA) is responsible for regulating noise from the interstate highway system. The Occupational Safety and Health Administration (OSHA) is responsible for the prohibition of excessive noise exposure to workers. The Housing and Urban Development (HUD) is responsible for establishing noise regulations as it relates to exterior/interior noise levels for new HUD-assisted housing developments near high noise areas.

The federal government advocates that local jurisdictions use their land use regulatory authority to arrange new development in such a way that "noise sensitive" uses are either prohibited from being constructed adjacent to a highway, or alternatively that the developments are planned and constructed in such a manner that potential noise impacts are minimized.

Since the federal government has preempted the setting of standards for noise levels that can be emitted by the transportation source, the City is restricted to regulating the noise generated by the transportation system through nuisance abatement ordinances and land use planning.

4.2 State Regulations
Established in 1973, the California Department of Health Services Office of Noise Control (ONC) was instrumental in developing regularity tools to control and abate noise for use by local agencies. One significant model is the "Land Use Compatibility for Community Noise Environments Matrix." The matrix allows the local jurisdiction to clearly delineate compatibility of sensitive uses with various incremental levels of noise.

The State of California has established noise insulation standards as outlined in Title 24, the California Building Code (CBC) which in some cases requires acoustical analyses to outline exterior noise levels and to ensure interior noise levels do not exceed the interior threshold. The State mandates that the legislative body of each county and City adopt a noise element as part of its comprehensive general 1428
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11 plan. The local noise element must recognize the land use compatibility guidelines published by the State Department of Health Services.

4.3 City of Clovis Noise Regulations
The City of Clovis outlines their noise regulations and standards within the General Plan Environmental Safety Element and the Noise Ordinance from the Municipal Code.

City of Clovis General Plan
Applicable policies and standards governing environmental noise in the City are set forth in the General Plan Environmental Safety Element. The guidelines rank noise land use compatibility in terms of clearly compatible, normally compatible, normally incompatible, and clearly incompatible as illustrated in Exhibit D.

Exhibit D: Land Use and Noise Compatibility Matrix
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12 The General Plan also outlines an acceptable exterior level of 65 dBA CNEL and an interior level of 45 dBA CNEL (windows closed) for residential uses. The City has outlined goals, policies, and implementation measures to reduce potential noise impacts which are presented below:

Goals, Policies, and Implementation Measures
Policies, goals, and implementation program measures from the Policy Plan that would mitigate potential impacts on noise include the following.

Goal 3: An environment in which minimized noise contributes to the public's health, safety, and welfare.

Policy 3.1 Land use compatibility. Approve development and require mitigation measures to ensure existing and future land use compatibility as shown in the Noise Level Exposure and Land Use Compatibility Matrix and the City's noise ordinance.

Policy 3.2 Land use and traffic patterns. Discourage land use and traffic patterns that would expose sensitive land uses or noise-sensitive areas to unacceptable noise levels.

Policy 3.3 New residential. When new residential development is proposed adjacent to land designated for industrial or commercial uses, require the proposed development to assess potential noise impacts and fund feasible noise-related mitigation measures.

Policy 3.4 Acoustical study. Require an acoustical study for proposed projects that have the potential to exceed acceptable noise thresholds or are exposed to existing or future noise levels in excess of the thresholds in the City's noise ordinance.

Policy 3.5 Site and building design. Minimize noise impacts by requiring appropriate site, circulation, equipment, and building design, and sound walls, landscaping, and other buffers.

Policy 3.6 Noise impacts. Minimize or eliminate persistent, periodic, or impulsive noise impacts of business operations.

Policy 3.7 Mixed-use buildings. Require that mixed-use structures be designed to prevent transfer of noise and vibration between uses.

Policy 3.8 Existing uses. Require the use of noise abatement devices for existing uses that exceed acceptable noise thresholds.

Policy 3.9 Caltrans facilities. Coordinate with Caltrans to ensure the inclusion of noise mitigation measures in the design of new highway projects or improvements to existing facilities.

Policy 3.10 Airport changes. Coordinate with the Fresno Yosemite International Airport to minimize noise impacts on properties in Clovis due to changes in flight patterns or airport expansion.

Policy 3.11 Airport land use compatibility. Approve land uses in a manner that is consistent with the Fresno Yosemite International Airport Land Use Compatibility Plan.

Policy 3.12 Truck traffic. Plan and maintain truck routes that avoid noise-sensitive land uses and areas. Encourage business delivery areas to be located away from residential properties and to mitigate associated noise impacts.
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13 Policy 3.13 Small aircraft and helicopters. Minimize the noise impact of small aircraft and helicopters on residential neighborhoods.

Policy 3.14 Control sound at the source. Prioritize using noise mitigation measures to control sound at the source before buffers, soundwalls, and other perimeter measures.

City of Clovis– Noise Ordinance/Municipal Code
Chapter 9.22.080 and 9.22.100 General Performance Standards of the City's Municipal Code outlines the City's noise ordinance.

Section 9.22.080 –Noise
D. Noise standards. The following noise standards, unless otherwise specifically indicated, shall apply to all property with a designated noise zone:

MAXIMUM EXTERIOR NOISE STANDARDS

Allowable Exterior Noise Level
(15-Minute Leq)
Noise Zone Type of Land Use 7 a.m. to 10 p.m. 10 p.m. to 7 a.m.

I Single-, two- or multiple-family residential 55 dBA 50 dBA II Commercial 65 dBA 60 dBA
III Residential portions of mixed use properties 60 dBA 50 dBA IV Industrial or manufacturing 70 dBA 70 dBA

MAXIMUM INTERIOR NOISE STANDARDS

Allowable Exterior Noise Level (15-
Minute Leq)
Noise Zone Type of Land Use 7 a.m. to 10 p.m. 10 p.m. to 7 a.m.

I Residential 45 dBA 40 dBA
II Administrative/professional office 50 dBA —
III Residential portions of mixed use properties 45 dBA 40 dBA

1. If the ambient noise level exceeds the resulting standard, the ambient shall be the standard.

2. It is unlawful for any person to create any noise, or to allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such person, which causes the noise level when measured on any property measured at the property line, to exceed either of the following within the incorporated area of the City:
a. The noise standard for the applicable zone for any fifteen (15) minute period; 1431
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14 b. A maximum impulsive noise level equal to the value of the noise standard plus twenty (20) dBA for any period of time (measured using A-weighted slow response).

Impulsive noise which repeats four (4) or more times in any hour between 10:00 p.m. and 7:00 a.m. shall be measured as continuous sound and meet the noise standard for the applicable zone.

3. When properties of two (2) different noise zones abut one another, the maximum exterior noise level shall be the lower of the two (2) noise zones where one zone is residential, and in other contexts shall be the average of the two (2) zones.

4. Commercial, industrial, and recreational uses which create impulsive noise as part of their regular processes, such as through the use of pile drivers, forge hammers, punch presses, and gunshots, shall not be located in any zone district adjacent to a residential zone district unless a noise study is completed demonstrating the impulsive noise does not exceed the standards at the property line for the residential zone district. Impulse noise from these uses shall be measured as continuous sound. The noise study shall be subject to review and approval by the Director or his or her designee, and shall be completed as part of any discretionary permit process for the use or prior to obtaining a building permit. This provision shall not apply to uses existing on the effective date of the ordinance codified in this title.

5. Emergency electrical generators in residential zone districts shall comply with the California Building Code and California Residential Code, as amended, for the installation and operation of the emergency generator. Test cycle operation shall be limited to the hours between 10:00 a.m. and 4:00 p.m. Emergency electrical generators are intended to provide emergency power to run air conditioning, medical equipment and other household appliances in the event of a rolling blackout or other power grid failure.

E. Measurement of sound levels. Measurement of sound levels shall be as follows:

1. Sound level meter. Sound levels shall be measured on the A-weighting network of a sound level meter meeting the requirements of ASA Standards S14-1971 for General Purpose Sound Level Meters, or the latest revision published by the American National Standards Institute, Inc., using the slow meter response. The meter shall be calibrated and used according to the manufacturer's instructions.

2. Location of microphone. Measurements shall be taken with the microphone located at any point on the property line of the noise source, but no closer than three feet (3') from any wall and not less than three feet (3') above the ground.

3. Minimum of two (2) readings. A minimum of two (2) readings shall be taken for a period of ten (10) minutes each with ten (10) minute intervals between measurements. The sound level shall be the average of these readings.
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15 F. Activities exempt from regulations. The following activities shall be exempt from the provisions of this section:

1. Emergency exemption. The emission of sound for the purpose of alerting persons to the existence of an emergency, or the emission of sound in the performance of emergency work.

2. Warning devices. Warning devices necessary for the protection of public safety, (e.g., ambulance, fire, and police sirens, and train horns).

3. Railroad activities. All locomotives and rail cars operated by a railroad that is regulated by the State Public Utilities Commission.

4. Federal or State pre-exempted activities. Any activity, to the extent regulation thereof has been pre-exempted by Federal or State law.

5. Pre-existing uses. Uses existing at the time of the effective date of the ordinance codified in this title, which are in compliance with all applicable standards in effect prior to adoption, and which are not otherwise operating as a nuisance in violation of Article 6 of Chapter 27 of Title 5.

6. Public health and safety activities. All transportation, flood control, and utility maintenance and construction operations conducted by government entities or utility companies at any time on public rights-of-way, and those situations that may occur on private property deemed necessary to serve the best interests of the public and to protect the public's health and wellbeing, including, but not limited to: debris and limb removal; removal of damaged poles and vehicles; removal of downed wires; restoring electrical service; repairing traffic signals; repair of water hydrants; repair of mains, gas lines, oil lines, and sewers; repair and maintenance of flood control and storm water facilities; repair and maintenance of streets and sidewalks.

7. Ordinary municipal activities. Ordinary municipal activities conducted by the City or other entity having jurisdiction in the City, including, but not limited to: solid waste collection; street sweeping; operation, maintenance, and repair of water production, treatment, and distribution facilities; operation, maintenance, and repair of sewage treatment, collection and distribution facilities; and vacuuming catch basins.

8. Public safety training activities. Training activities by fire, law enforcement, and public utility officials that cannot reasonably take place within the parameters of this section, including but not limited to training that involves: hydrant testing, pumping hose lays, running chain saws, operating power tools, demolition, vehicle noise, and use of generators.

9. Public celebrations. Public celebrations, holidays, or occasions generally celebrated, or public parades held under authorized permits; any sporting event or activity conducted under the direction and supervision of any public or private school.

G. Acts deemed violations of section. The following acts are a violation of this section:
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16 1. Noise-related nuisances defined in Chapter 27 of Title 5. Violations of Article 6 of Chapter 27 of Title 5 pertaining to unlawful noise-related nuisances shall also be considered a violation of this section.

2. Construction noise. Construction activities shall be subject to the provisions of Section 5.27.604, which sets forth the permissible hours for construction activity. At all other times, no person shall operate, or cause to be operated, tools or equipment used in alteration, construction, demolition, drilling, or repair work so that the sound creates a noise disturbance across a residential property line, except for emergency work. Stationary equipment (e.g., generators) shall not be located adjacent to any existing residences unless enclosed in a noise attenuating structure, subject to the review and approval of the Director.

3. Places of public entertainment. Operating, playing, or allowing the operation or playing of a drum, musical instrument, phonograph, radio, sound amplifier, television, or similar device that produces, reproduces, or amplifies sound in a place of public entertainment at a sound level greater than ninety-five (95) dBA (read by the slow response on a sound level meter) at any point that is normally occupied by a customer is prohibited, unless conspicuous signs are located near each public entrance, stating "Warning: Sound Levels Within May Cause Hearing Impairment."

4. Stationary nonemergency signaling devices. Sounding or allowing the sounding of an electronically amplified signal from a stationary bell, chime, siren, whistle, or similar device intended primarily for nonemergency purposes, from any place, for more than ten (10) consecutive seconds in any hourly period is prohibited.

5. Compacting mechanisms. Operating or allowing the operation of the compacting mechanism of any motor vehicle that compacts refuse and that creates, during the compacting cycle, a sound level in excess of eighty-five (85) dBA when measured at fifty feet (50') from any point of the vehicle is prohibited between the hours of 9:00 p.m. and 5:00 a.m.

6. Vehicle or motorboat repairs and testing. Repairing, rebuilding, modifying, or testing any motor vehicle, motorcycle, or motorboat in a manner as to cause a noise disturbance across property lines or within a noise-sensitive zone is prohibited.

H. Responsibility to eliminate or reduce acts deemed violations of section. Improvements to eliminate or reduce negative impacts between uses deemed violations of this section shall be provided by the new use, rather than the existing use. (§ 2, Ord. 14-13, eff. October 8, 2014; § 1(2) (Atts. 1, 2), Ord. 20-18, eff. February 3, 2021)

9.22.100 Vibrations.

Uses that generate vibrations that may be considered a nuisance or hazard on any adjacent property shall be corrected, cushioned, or isolated to prevent the continued generation of vibrations. Uses shall be operated in compliance with the following provisions:
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17 A. Not perceptible along property line. Uses shall not generate ground vibration that is perceptible without instruments by the average person at any point along or beyond the property line of the parcel containing the activities which generate the vibration.

B. No discomfort or annoyance. Uses, activities, and processes shall not generate ground vibration that causes discomfort or annoyance to reasonable persons of normal sensitivity or which endangers the comfort, health, or peace of residents whose property abuts the property lines of the subject parcel.

C. No interference. Uses shall not generate ground vibration that interferes with the operations of equipment and facilities on adjoining parcels.

D. Temporary construction exempt. Vibrations from temporary construction/demolition and vehicles that leave the subject parcel (e.g., trucks) are exempt from the provisions of this section. (§ 2, Ord. 14- 13, eff. October 8, 2014)
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18 5.0 Study Method and Procedure
The following section describes the noise modeling procedures and assumptions used for this assessment.

5.1 Noise Measurement Procedure and Criteria
Noise measurements are taken to determine the existing noise levels. A noise receiver or receptor is any location in the noise analysis in which noise might produce an impact. The following criteria are used to select measurement locations and receptors:
 Locations expected to receive the highest noise impacts, such as the first row of houses  Locations that are acoustically representative and equivalent to the area of concern  Human land usage
 Sites clear of major obstruction and contamination
MD conducted the sound level measurements in accordance with the City's and Caltrans's (TeNS) technical noise specifications. All measurement equipment meets American National Standards Institute (ANSI) specifications for sound level meters (S1.4-1983 identified in Chapter 19.68.020.AA). The following gives a brief description of the Caltrans Technical Noise Supplement procedures for sound level measurements:
 Microphones for sound level meters were placed 5 feet above the ground for all measurements  Sound level meters were calibrated (Larson Davis CAL 200) before and after each measurement  Following the calibration of equipment, a windscreen was placed over the microphone  Frequency weighting was set on "A" and slow response
 Results of the long-term noise measurements were recorded on field data sheets  During any short-term noise measurements, any noise contaminations such as barking dogs, local traffic, lawnmowers, or aircraft fly-overs were noted
 Temperature and sky conditions were observed and documented

5.2 Noise Measurement Locations
Noise monitoring locations were selected based on the nearest sensitive receptors relative to the proposed onsite noise sources. Three (3) short-term 15-min noise measurement was conducted at or near the project site and are illustrated in Exhibit E. Appendix A includes photos, a field sheet, and measured noise data.

5.3 FHWA Traffic Noise Prediction Model
Traffic noise from vehicular traffic was projected using a computer program that replicates the FHWA Traffic Noise Prediction Model (FHWA-RD-77-108). The FHWA model arrives at the predicted noise level through a series of adjustments to the Reference Energy Mean Emission Level (REMEL). Roadway volumes correspond to the LSA Associates, Inc. segment projections. It's assumed that the peak hour is 10% of the ADT. The referenced traffic data was applied to the model and is in Appendix B. The following outlines the key adjustments made to the REMEL for the roadway inputs:
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19  Roadway classification – (e.g., freeway, major arterial, arterial, secondary, collector, etc.),  Roadway Active Width – (distance between the center of the outermost travel lanes on each side of the roadway)
 Average Daily Traffic Volumes (ADT), Travel Speeds, Percentages of automobiles, medium trucks, and heavy trucks
 Roadway grade and angle of view
 Site Conditions (e.g., soft vs. hard)
 Percentage of total ADT which flows each hour throughout a 24-hour period Table 1 indicates the vehicle distribution utilized for this study.

Table 1: Roadway Vehicle Distribution (Truck Mix)
Motor-Vehicle Type Daytime %
(7AM to 7 PM)
Evening %
(7 PM to 10 PM)
Night %
(10 PM to 7 AM)
Total % of
Traffic Flow
Automobiles 75.5 14.0 10.5 97.42
Medium Trucks 48.9 2.2 48.9 1.84
Heavy Trucks 47.3 5.4 47.3 0.74
Notes:
1 Traffic count from LSA Associates, Inc.

MD utilized segment projections from LSA Associates, Inc. obtained January 2023.

The following outlines key adjustments to the REMEL for project site parameter inputs:
 Vertical and horizontal distances (Sensitive receptor distance from noise source)  Noise barrier vertical and horizontal distances (Noise barrier distance from sound source and receptor).
 Traffic noise source spectra
 Topography

5.4 FHWA Roadway Construction Noise Model
The construction noise analysis utilizes the Federal Highway Administration (FHWA) Roadway Construction Noise Model (RNCM), together with several key construction parameters. Key inputs include distance to the sensitive receiver, equipment usage, % usage factor, and baseline parameters for the project site.

The Project was analyzed based on the different construction phases. Construction noise is expected to be loudest during the grading, concrete, and building phases of construction. The construction noise calculation output worksheet is located in Appendix C.
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Exhibit E
Noise Measurement Location Map
Existing Noise Environment
20 = Short-Term
Measurement
(15-MInute)
x
2 1
2 1
San Jacinto General Plan
Noise Impact Study
City of San Jacinto, CA
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21 6.0 Existing Noise Environment
Three (3) 15-min ambient noise measurements were conducted at or near the property site. The noise measurements were taken to determine the existing ambient noise levels. Noise data indicates that traffic along Shepherd Avenue is the primary source of noise impacting the site and the adjacent uses.

This assessment utilizes the ambient noise data as a basis and compares project operational levels to said data.

6.1 Short-Term Noise Measurement Results
The results of the short-term noise data are presented in Table 2.

Table 2: Short-Term Noise Measurement Data1
Noise data indicates the ambient noise level ranged from 46 to 69 dBA Leq at the project site.

Maximum levels reached up to 82 dBA at location 2 as a result of traffic of heavy trucks along Shepherd Avenue. Additional field notes and photographs are provided in Appendix A.

6.2 Airport Noise Contours
The Project is outside the Fresno Yosemite International Airport Contours, as shown in Figure ES-5 of the 2014 Clovis General Plan.

Date Time 1-Hour dB(A)
LEQ LMAX LMIN L2 L8 L25 L50 L90
12/20/2022 7:53AM-8:08AM 46.4 68.0 38.0 53.3 46.9 45.2 43.9 41.6 12/20/2022 8:27AM-8:42AM 69.1 82.2 55.7 77.4 72.0 68.7 66.4 62.6 12/20/2022 9:01AM-9:16AM 46.0 63.5 34.5 56.8 48.8 39.4 37.3 35.6 Notes:

1. Short-term noise monitoring locations are illustrated in Exhibit E. 1439
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City of Clovis, CA Future Noise Environment Impacts
22 7.0 Future Noise Environment Impacts
This assessment analyzes future noise impacts as a result of the Project. The analysis details the estimated exterior noise levels.

7.1 Future Exterior Noise
The following outlines the exterior noise levels associated with the proposed Project:

7.1.1 Noise Impacts to Off-Site Receptors Due to Project Generated Traffic A worst-case project-generated traffic noise level was modeled utilizing the FHWA Traffic Noise Prediction Model - FHWA-RD-77-108. Traffic noise levels were calculated 70 feet from the centerline of the analyzed roadway. The modeling is theoretical and does not take into account any existing barriers, structures, and/or topographical features that may further reduce noise levels. Therefore, the levels are shown for comparative purposes only to show the difference between with and without project conditions. In addition, the noise contours for 55, 60, 65, and 70 dBA CNEL were calculated. The potential off-site noise impacts caused by an increase of traffic from operation of the proposed Project on the nearby roadways were calculated for existing, existing plus Project, cumulative 2046, and cumulative 2046 plus project scenarios.

Table 3 and 4 compare the without and with project scenario and shows the change in traffic noise levels as a result of the proposed Project. It takes a change of 3 dB or more to hear a perceptible difference.

Table 3: Existing Scenario - Noise Levels Along Roadways (dBA CNEL) Roadway Segment
Existing Existing With Project
CNEL @
50' dBA
CNEL @
50' dBA
Change in
Noise Level
Behymer Avenue Willow Avenue to Minnewawa Avenue 60.4 60.5 0.1 Behymer Avenue Minnewawa Avenue to Sunnyside Avenue 62.5 62.5 0.0 Behymer Avenue Sunnyside Avenue to Fowler Avenue 62.4 62.4 0.0 Shepherd Avenue Willow Avenue to Minnewawa Avenue 67.7 68.2 0.5 Shepherd Avenue Minnewawa Avenue to Clovis Avenue 67.3 68.2 0.9 Shepherd Avenue Clovis Avenue to Sunnyside Avenue 66.6 68.2 1.6 Shepherd Avenue Sunnyside Avenue to Project Driveway 3 65.1 66.8 1.7 Shepherd Avenue Project Driveway 3 to Fowler Avenue 65.1 65.8 0.7 Herndon Avenue State Route 168 Eastbound Ramps to Clovis Avenue 69.4 69.6 0.2 Willow Avenue Behymer Avenue to Shepherd Avenue 72.4 72.5 0.1 Minnewawa Avenue Behymer Avenue to Shepherd Avenue 63.5 63.5 0.0 Clovis Avenue Shepherd Avenue to Teague Avenue 64.1 65.3 1.2 Clovis Avenue Teague Avenue to Nees Avenue 66.3 66.9 0.6 Clovis Avenue Nees Avenue to Alluvial Avenue 67.9 68.4 0.5 Clovis Avenue Alluvial Avenue to Herndon Avenue 69.9 70.2 0.3 Sunnyside Avenue Project Driveway 1 to Shepherd Avenue 54.4 60.5 6.1 1440
AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA Future Noise Environment Impacts
23 Roadway Segment
Existing Existing With Project
CNEL @
50' dBA
CNEL @
50' dBA
Change in
Noise Level
Sunnyside Avenue Shepherd Avenue to Teague Avenue 60.3 61.6 1.3 Sunnyside Avenue Teague Avenue to Nees Avenue 60.6 61.8 1.2 Fowler Avenue Behymer Avenue to Ticonderoga 63.4 63.5 0.1 Fowler Avenue Ticonderoga to Shepherd Avenue 64.4 64.4 0.0 Fowler Avenue Shepherd Avenue to Teague Avenue 65.1 65.7 0.6 Fowler Avenue Teague Avenue to Nees Avenue 65.1 65.7 0.6 Fowler Avenue Nees Avenue to State Route 168 Westbound Ramps 69.9 70.1 0.2 Notes:

1. Traffic volumes compiled LSA Associates, Inc. Jan 2023.

2. An impact would occur if the Project increased the roadway segment level by 3 dB or more (an audible difference) and resulting in a future level from clearly compatible to normally compatible or from normally compatible to normally incompatible.

When comparing existing plus project levels to existing levels, Sunnyside Avenue from Project Driveway 1 to Shepherd Avenue has the potential for significant impact as the only roadway segment with an increase of more than 3 dB. The existing counts do not take into account the Project to the west of the project site, whose counts are included in the cumulative 2046 condition. As the existing land is considered vacant, there is no impact to the land use compatibility as a result of the Project.

The potential impact to the future Project to the west will be considered in the 2046 condition.

Table 4: 2046 Scenario - Noise Levels Along Roadways (dBA CNEL) Roadway Segment
Existing Existing With Project
CNEL @
50' dBA
CNEL @
50' dBA
Change in
Noise Level
Behymer Avenue Willow Avenue to Minnewawa Avenue 66.4 66.4 0.0 Behymer Avenue Minnewawa Avenue to Sunnyside Avenue 67.0 67.0 0.0 Behymer Avenue Sunnyside Avenue to Fowler Avenue 63.3 63.4 0.1 Shepherd Avenue Willow Avenue to Minnewawa Avenue 71.9 72.1 0.2 Shepherd Avenue Minnewawa Avenue to Clovis Avenue 71.2 71.6 0.4 Shepherd Avenue Clovis Avenue to Sunnyside Avenue 70.8 71.5 0.7 Shepherd Avenue Sunnyside Avenue to Project Driveway 3 69.0 69.8 0.8 Shepherd Avenue Project Driveway 3 to Fowler Avenue 69.0 69.3 0.3 Herndon Avenue State Route 168 Eastbound Ramps to Clovis Avenue 70.5 70.6 0.1 Willow Avenue Behymer Avenue to Shepherd Avenue 76.3 76.3 0.1 Minnewawa Avenue Behymer Avenue to Shepherd Avenue 68.6 68.6 0.0 Clovis Avenue Shepherd Avenue to Teague Avenue 69.9 70.2 0.3 Clovis Avenue Teague Avenue to Nees Avenue 69.9 70.2 0.3 Clovis Avenue Nees Avenue to Alluvial Avenue 70.9 71.1 0.3 Clovis Avenue Alluvial Avenue to Herndon Avenue 71.8 72.1 0.2 Sunnyside Avenue Project Driveway 1 to Shepherd Avenue 68.7 69.2 0.5 Sunnyside Avenue Shepherd Avenue to Teague Avenue 64.1 64.7 0.6 1441
AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA Future Noise Environment Impacts
24 Roadway Segment
Existing Existing With Project
CNEL @
50' dBA
CNEL @
50' dBA
Change in
Noise Level
Sunnyside Avenue Teague Avenue to Nees Avenue 63.9 64.5 0.6 Fowler Avenue Behymer Avenue to Ticonderoga 64.3 64.3 0.0 Fowler Avenue Ticonderoga to Shepherd Avenue 67.9 67.9 0.0 Fowler Avenue Shepherd Avenue to Teague Avenue 68.4 68.7 0.3 Fowler Avenue Teague Avenue to Nees Avenue 67.9 68.2 0.3 Fowler Avenue Nees Avenue to State Route 168 Westbound Ramps 71.4 71.6 0.1 Notes:

1. Traffic volumes compiled LSA Associates, Inc. Jan 2023.

The Cumulative 2046 scenario has a maximum change in noise level of 0.7 dBA CNEL. Sunnyside Avenue from Project Driveway 1 to Shepherd Avenue has a 0.5 dBA CNEL change. Future residential uses will be in the normally compatible level along that segment.

7.1.2 Noise Impacts to On-Site Receptors Due to Project Generated Traffic The Project's proposed residential properties are outside of Shepherd Avenue's and Sunnyside Avenue's 70 dBA CNEL contours. Residences along the first row of Sunnyside will experience levels up to 69.9 dBA CNEL at the property line. Residences along Shepherd Avenue will be exposed to levels up to 69.1 dBA CNEL at the property line. These are within the normally compatible levels for residential uses but above the exterior 65 dBA CNEL standard as outlined in Table ES-1 of the 2014 General Plan.

To meet the exterior residential standards, the unshielded residential private yards within 100 ft of the centerline of Shepherd Avenue and Sunnyside Avenue must be shielded by 6-foot sound walls. These walls must be at least 4.2 lbs/ft2. Any unshielded residential glass facades within 100 ft of the centerline of Shepherd Avenue or Sunnyside Avenue directly facing the subject roadway must have an STC rating of 30 or more. This includes any 2nd-floor windows which would not be shielded by the 6- foot sound walls.
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AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA Construction Noise Impact
25 8.0 Construction Noise Impact
The degree of construction noise may vary for different areas of the project site and also vary depending on the construction activities. Noise levels associated with the construction will vary with the different phases of construction.

8.1 Construction Noise
The Environmental Protection Agency (EPA) has compiled data regarding the noise generated characteristics of typical construction activities. The data is presented in Table 5.

Table 5: Typical Construction Equipment Noise Levels1
Type Lmax (dBA) at 50 Feet
Backhoe 80
Truck 88
Concrete Mixer 85
Pneumatic Tool 85
Pump 76
Saw, Electric 76
Air Compressor 81
Generator 81
Paver 89
Roller 74
Notes:
1 Referenced Noise Levels from FTA noise and vibration manual.

Construction noise is considered a short-term impact and would be considered significant if construction activities are taken outside the allowable times as described in the City of Clovis Municipal Code Section 5.27.604. Construction is anticipated to occur during the permissible hours according to the County's Municipal Code. Construction noise will have a temporary or periodic increase in the ambient noise level above the existing within the project vicinity. Furthermore, noise reduction policies are provided to further reduce construction noise. The impact is considered less than significant.

However, construction noise level projections are provided.

Typical operating cycles for these types of construction equipment may involve one or two minutes of full-power operation followed by three to four minutes at lower power settings. Noise levels will be the loudest during the grading phase. The modeling assumes construction equipment as close as 25 feet from the adjacent residences and an average of 550 feet away from the adjacent residences.

Unmitigated noise levels at 550 feet have the potential to reach 60 dBA Leq and 92 dBA Lmax at the nearest sensitive receptors during grading. Noise levels for the other construction phases would be lower, approximately from 46 to 59 dBA Leq and 86 to 93 dBA Lmax. This would be a 13 dB Leq daytime increase in the ambient noise level at the residents along Perrin Rd., Purdue Ave., and Lexington. 1443
AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA Construction Noise Impact
26 8.2 Construction Vibration
Construction activities can produce vibration that may be felt by adjacent land uses. The construction of the proposed Project would not require the use of equipment such as pile drivers, which are known to generate substantial construction vibration levels. The primary vibration source during construction may be from a bulldozer. A large bulldozer has a vibration impact of 0.089 inches per second peak particle velocity (PPV) at 25 feet which is perceptible but below any risk to architectural damage.

The fundamental equation used to calculate vibration propagation through average soil conditions and distance is as follows:

PPVequipment = PPVref (100/Drec)
n
Where: PPVref = reference PPV at 100ft.

Drec = distance from equipment to receiver in ft.
n = 1.1 (the value related to the attenuation rate through ground) The thresholds from the Caltrans Transportation and Construction Induced Vibration Guidance Manual in Table 6 (below) provides general thresholds and guidelines as to the vibration damage potential from vibratory impacts.

Table 6: Guideline Vibration Damage Potential Threshold Criteria Structure and Condition
Maximum PPV (in/sec)
Transient Sources
Continuous/Frequent
Intermittent Sources
Extremely fragile historic buildings, ruins, ancient monuments 0.12 0.08 Fragile buildings 0.2 0.1
Historic and some old buildings 0.5 0.25
Older residential structures 0.5 0.3
New residential structures 1.0 0.5
Modern industrial/commercial buildings 2.0 0.5
Source: Table 19, Transportation and Construction Vibration Guidance Manual, Caltrans, Sept. 2013.

Note: Transient sources create a single isolated vibration event, such as blasting or drop balls. Continuous/frequent intermittent sources include impact pile drivers, pogo-stick compactors, crack-and-seat equipment, vibratory pile drivers, and vibratory compaction equipment.

Table 7 gives approximate vibration levels for particular construction activities. This data provides a reasonable estimate for a wide range of soil conditions. 1444
AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA Construction Noise Impact
27 Table 7: Vibration Source Levels for Construction Equipment1 Equipment
Peak Particle Velocity Approximate Vibration Level
(inches/second) at 25 feet LV (dVB) at 25 feet
Pile driver (impact) 1.518 (upper range) 112

0.644 (typical) 104
Pile driver (sonic) 0.734 upper range 105

0.170 typical 93
Clam shovel drop (slurry wall) 0.202 94
Hydromill 0.008 in soil 66
(slurry wall) 0.017 in rock 75
Vibratory Roller 0.21 94
Hoe Ram 0.089 87
Large bulldozer 0.089 87
Caisson drill 0.089 87
Loaded trucks 0.076 86
Jackhammer 0.035 79
Small bulldozer 0.003 58
1 Source: Transit Noise and Vibration Impact Assessment, Federal Transit Administration, May 2006.

At a distance of 25 feet, a large bulldozer would yield a worst-case 0.089 PPV (in/sec) which means the vibration would be perceptible when close to the adjacent residential properties but is below any threshold of damage. Construction vibration is exempt from the vibration standards per 9.22.100(D) of the municipal code, so there is therefore no impact, and no mitigation is required.

8.3 Construction Noise Reduction Policies
Construction operations must follow the County's General Plan and the Noise Ordinance, which states that construction, repair or excavation work performed must occur within the permissible hours. To further ensure that construction activities do not disrupt the adjacent land uses, the following policies shall be taken:

1. Construction shall occur during the permissible hours as defined in Section 5.27.604.

2. During construction, the contractor shall ensure all construction equipment is equipped with appropriate noise attenuating devices.

3. The contractor shall locate equipment staging areas that will create the greatest distance between construction-related noise/vibration sources and sensitive receptors nearest the project site during all project construction.

4. Idling equipment shall be turned off when not in use.

5. Equipment shall be maintained so that vehicles and their loads are secured from rattling and banging.
1445
AGENDA ITEM NO. 6.

Shephard North Project
Noise Impact Study
City of Clovis, CA References
28 9.0 References
State of California General Plan Guidelines: 1998. Governor's Office of Planning and Research City of Clovis: General Plan. 2014.

City of Clovis: Municipal Code. Chapter 9.22.080 Noise. Chapter 9.22.100 Vibration.

LSA Associates, Inc. Project Traffic Projections.

Federal Highway Administration. Noise Barrier Design Handbook. June 2017.

Federal Transit Administration. Transit Noise and Vibration Impact Assessment Manual. September 2018
1446
AGENDA ITEM NO. 6.

Appendix A:

Photographs and Field Measurement Data
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AGENDA ITEM NO. 6.

Appendix B:

Traffic Noise Modeling Output
1453
AGENDA ITEM NO. 6.

DISTANCES TO CONTOUR LINES:

ROADWAY SEGMENT LIMITS CNEL 70 65 60 55
Behymer Avenue between Willow Avenue and Minnewawa Avenue 60.4 11 24 53 114 Behymer Avenue between Minnewawa Avenue and Sunnyside Avenue 62.5 16 34 73 158 Behymer Avenue between Sunnyside Avenue and Fowler Avenue 62.4 15 33 72 155 Shepherd Avenue between Willow Avenue and Minnewawa Avenue 67.7 35 75 162 349 Shepherd Avenue between Minnewawa Avenue and Clovis Avenue 67.3 33 71 152 328 Shepherd Avenue between Clovis Avenue and Sunnyside Avenue 66.6 30 64 137 296 Shepherd Avenue between Sunnyside Avenue and Project Driveway 3 65.1 24 51 109 236 Shepherd Avenue between Project Driveway 3 and Fowler Avenue 65.1 24 51 109 236 Herndon Avenue between State Route 168 Eastbound Ramps and Clovis Avenue 69.4 92 198 426 917 Willow Avenue between Behymer Avenue and Shepherd Avenue 72.4 72 155 333 717 Minnewawa Avenue between Behymer Avenue and Shepherd Avenue 63.5 18 39 85 183 Clovis Avenue between Shepherd Avenue and Teague Avenue 64.1 20 44 94 203 Clovis Avenue between Teague Avenue and Nees Avenue 66.3 28 61 131 283 Clovis Avenue between Nees Avenue and Alluvial Avenue 67.9 36 78 168 361 Clovis Avenue between Alluvial Avenue and Herndon Avenue 69.9 49 106 228 491 Sunnyside Avenue between Project Driveway 1 and Shepherd Avenue 54.4 5 10 21 46 Sunnyside Avenue between Shepherd Avenue and Teague Avenue 60.3 11 24 52 113 Sunnyside Avenue between Teague Avenue and Nees Avenue 60.6 12 25 55 118 Fowler Avenue between Behymer Avenue and Ticonderoga 63.4 18 39 84 181 Fowler Avenue between Ticonderoga and Shepherd Avenue 64.4 21 45 98 211 Fowler Avenue between Shepherd Avenue and Teague Avenue 65.1 24 51 110 237 Fowler Avenue between Teague Avenue and Nees Avenue 65.1 24 51 110 237 Fowler Avenue between Nees Avenue and State Route 168 Westbound Ramps 69.9 49 106 227 490 1454
AGENDA ITEM NO. 6.

DISTANCES TO CONTOUR LINES:

ROADWAY SEGMENT LIMITS CNEL 70 65 60 55
Behymer Avenue between Willow Avenue and Minnewawa Avenue 60.5 12 25 54 116 Behymer Avenue between Minnewawa Avenue and Sunnyside Avenue 62.5 16 34 74 159 Behymer Avenue between Sunnyside Avenue and Fowler Avenue 62.4 16 34 72 156 Shepherd Avenue between Willow Avenue and Minnewawa Avenue 68.2 38 82 177 380 Shepherd Avenue between Minnewawa Avenue and Clovis Avenue 68.2 38 81 175 377 Shepherd Avenue between Clovis Avenue and Sunnyside Avenue 68.2 38 81 175 378 Shepherd Avenue between Sunnyside Avenue and Project Driveway 3 66.8 31 66 142 306 Shepherd Avenue between Project Driveway 3 and Fowler Avenue 65.8 26 57 122 263 Herndon Avenue between State Route 168 Eastbound Ramps and Clovis Avenue 69.6 93 201 434 934 Willow Avenue between Behymer Avenue and Shepherd Avenue 72.5 74 159 342 736 Minnewawa Avenue between Behymer Avenue and Shepherd Avenue 63.5 18 39 85 183 Clovis Avenue between Shepherd Avenue and Teague Avenue 65.3 24 52 113 243 Clovis Avenue between Teague Avenue and Nees Avenue 66.9 31 67 145 313 Clovis Avenue between Nees Avenue and Alluvial Avenue 68.4 39 84 181 389 Clovis Avenue between Alluvial Avenue and Herndon Avenue 70.2 52 111 239 516 Sunnyside Avenue between Project Driveway 1 and Shepherd Avenue 60.5 12 25 54 116 Sunnyside Avenue between Shepherd Avenue and Teague Avenue 61.6 14 30 64 137 Sunnyside Avenue between Teague Avenue and Nees Avenue 61.8 14 31 66 142 Fowler Avenue between Behymer Avenue and Ticonderoga 63.5 18 39 85 183 Fowler Avenue between Ticonderoga and Shepherd Avenue 64.4 21 45 98 211 Fowler Avenue between Shepherd Avenue and Teague Avenue 65.7 26 56 121 260 Fowler Avenue between Teague Avenue and Nees Avenue 65.7 26 56 121 260 Fowler Avenue between Nees Avenue and State Route 168 Westbound Ramps 70.1 50 109 234 505 1455
AGENDA ITEM NO. 6.

DISTANCES TO CONTOUR LINES:

ROADWAY SEGMENT LIMITS CNEL 70 65 60 55
Behymer Avenue between Willow Avenue and Minnewawa Avenue 66.4 29 62 133 287 Behymer Avenue between Minnewawa Avenue and Sunnyside Avenue 67.0 32 68 147 316 Behymer Avenue between Sunnyside Avenue and Fowler Avenue 63.3 18 39 83 179 Shepherd Avenue between Willow Avenue and Minnewawa Avenue 71.9 67 144 310 669 Shepherd Avenue between Minnewawa Avenue and Clovis Avenue 71.2 60 130 280 603 Shepherd Avenue between Clovis Avenue and Sunnyside Avenue 70.8 56 122 262 565 Shepherd Avenue between Sunnyside Avenue and Project Driveway 3 69.0 43 92 199 428 Shepherd Avenue between Project Driveway 3 and Fowler Avenue 69.0 43 92 199 428 Herndon Avenue between State Route 168 Eastbound Ramps and Clovis Avenue 70.5 108 232 501 1,078 Willow Avenue between Behymer Avenue and Shepherd Avenue 76.3 131 281 606 1,306 Minnewawa Avenue between Behymer Avenue and Shepherd Avenue 68.6 40 86 186 401 Clovis Avenue between Shepherd Avenue and Teague Avenue 69.9 49 106 229 493 Clovis Avenue between Teague Avenue and Nees Avenue 69.9 50 107 230 496 Clovis Avenue between Nees Avenue and Alluvial Avenue 70.9 57 123 265 571 Clovis Avenue between Alluvial Avenue and Herndon Avenue 71.8 66 143 308 664 Sunnyside Avenue between Project Driveway 1 and Shepherd Avenue 68.7 41 88 190 409 Sunnyside Avenue between Shepherd Avenue and Teague Avenue 64.1 20 43 94 202 Sunnyside Avenue between Teague Avenue and Nees Avenue 63.9 20 42 91 197 Fowler Avenue between Behymer Avenue and Ticonderoga 64.3 21 45 97 208 Fowler Avenue between Ticonderoga and Shepherd Avenue 67.9 36 79 169 365 Fowler Avenue between Shepherd Avenue and Teague Avenue 68.4 39 84 181 391 Fowler Avenue between Teague Avenue and Nees Avenue 67.9 36 78 168 363 Fowler Avenue between Nees Avenue and State Route 168 Westbound Ramps 71.4 62 135 290 624 1456
AGENDA ITEM NO. 6.

DISTANCES TO CONTOUR LINES:

ROADWAY SEGMENT LIMITS CNEL 70 65 60 55
Behymer Avenue between Willow Avenue and Minnewawa Avenue 66.4 29 62 134 288 Behymer Avenue between Minnewawa Avenue and Sunnyside Avenue 67.0 32 68 147 318 Behymer Avenue between Sunnyside Avenue and Fowler Avenue 63.4 18 39 84 181 Shepherd Avenue between Willow Avenue and Minnewawa Avenue 72.1 69 149 321 691 Shepherd Avenue between Minnewawa Avenue and Clovis Avenue 71.6 64 138 297 640 Shepherd Avenue between Clovis Avenue and Sunnyside Avenue 71.5 63 135 291 627 Shepherd Avenue between Sunnyside Avenue and Project Driveway 3 69.8 48 104 224 482 Shepherd Avenue between Project Driveway 3 and Fowler Avenue 69.3 45 97 208 449 Herndon Avenue between State Route 168 Eastbound Ramps and Clovis Avenue 70.6 109 236 508 1,094 Willow Avenue between Behymer Avenue and Shepherd Avenue 76.3 132 284 613 1,320 Minnewawa Avenue between Behymer Avenue and Shepherd Avenue 68.6 40 86 186 401 Clovis Avenue between Shepherd Avenue and Teague Avenue 70.2 52 112 241 519 Clovis Avenue between Teague Avenue and Nees Avenue 70.2 52 112 240 518 Clovis Avenue between Nees Avenue and Alluvial Avenue 71.1 59 128 276 594 Clovis Avenue between Alluvial Avenue and Herndon Avenue 72.1 69 148 318 685 Sunnyside Avenue between Project Driveway 1 and Shepherd Avenue 69.2 44 95 204 439 Sunnyside Avenue between Shepherd Avenue and Teague Avenue 64.7 22 48 102 221 Sunnyside Avenue between Teague Avenue and Nees Avenue 64.5 22 47 100 216 Fowler Avenue between Behymer Avenue and Ticonderoga 64.3 21 45 97 210 Fowler Avenue between Ticonderoga and Shepherd Avenue 67.9 36 79 169 365 Fowler Avenue between Shepherd Avenue and Teague Avenue 68.7 41 88 190 409 Fowler Avenue between Teague Avenue and Nees Avenue 68.2 38 82 177 382 Fowler Avenue between Nees Avenue and State Route 168 Westbound Ramps 71.6 64 137 296 638 1457
AGENDA ITEM NO. 6.

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY: Shepherd Avenue DATE: 21-Feb-23
LOCATION: Project Driveway 3 to Fowler Avenue ENGINEER:C. Pincock ADT = 18,500 RECEIVER DISTANCE = 80
SPEED = 45 DIST C/L TO WALL = 70
PK HR % = 10 RECEIVER HEIGHT = 5.0
NEAR LANE/FAR LANE DIST = 40 WALL DISTANCE FROM RECEIVER = 10 ROAD ELEVATION = 0.0 PAD ELEVATION = 0.5
GRADE = 1.0 % ROADWAY VIEW: LF ANGLE= -90
PK HR VOL = 1,850 RT ANGLE= 90
DF ANGLE= 180
AUTOMOBILES = 10 HTH WALL= 6.0
MEDIUM TRUCKS = 10 (10 = HARD SITE, 15 = SOFT SITE) AMBIENT= 0.0 HEAVY TRUCKS = 10 BARRIER = 0 (0 = WALL, 1 = BERM)

VEHICLE TYPE EVENING NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE AUTOMOBILES 0.129 0.096 0.9742 AUTOMOBILES 2.0 77.28
MEDIUM TRUCKS 0.049 0.103 0.0184 MEDIUM TRUCKS 4.0 77.18 HEAVY TRUCKS 0.027 0.108 0.0074 HEAVY TRUCKS 8.0 77.15

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.1 66.2 64.4 58.4 67.0 67.6
MEDIUM TRUCKS 59.2 57.6 51.3 49.7 58.2 58.4
HEAVY TRUCKS 59.7 58.3 49.3 50.5 58.9 59.0
NOISE LEVELS (dBA) 69.2 67.3 64.8 59.5 68.1 68.6

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.0 60.1 58.3 52.3 60.9 61.5
MEDIUM TRUCKS 53.4 51.9 45.6 44.0 52.5 52.7
HEAVY TRUCKS 54.5 53.1 44.1 45.3 53.7 53.8
NOISE LEVELS (dBA) 63.2 61.4 58.8 53.6 62.1 62.7
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 58 184 581 1837
LDN 52 163 516 1632

NOISE CONTOUR (FT)
- -

0.00 0.848

0.865

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE IMPACTS (WITH TOPO AND BARRIER SHIELDING)
VEHICLE MIX DATA MISC. VEHICLE INFO

0.775 - -

DAY GRADE ADJUSTMENT

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA

SITE CONDITIONS WALL INFORMATION
1458
AGENDA ITEM NO. 6.

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY: Shepherd Avenue DATE: 21-Feb-23
LOCATION: Sunnyside Avenue to Project Driveway 3 ENGINEER:C. Pincock ADT = 20,620 RECEIVER DISTANCE = 80
SPEED = 45 DIST C/L TO WALL = 70
PK HR % = 10 RECEIVER HEIGHT = 5.0
NEAR LANE/FAR LANE DIST = 40 WALL DISTANCE FROM RECEIVER = 10 ROAD ELEVATION = 0.0 PAD ELEVATION = 0.5
GRADE = 1.0 % ROADWAY VIEW: LF ANGLE= -90
PK HR VOL = 2,062 RT ANGLE= 90
DF ANGLE= 180
AUTOMOBILES = 10 HTH WALL= 6.0
MEDIUM TRUCKS = 10 (10 = HARD SITE, 15 = SOFT SITE) AMBIENT= 0.0 HEAVY TRUCKS = 10 BARRIER = 0 (0 = WALL, 1 = BERM)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.6 66.7 64.9 58.9 67.5 68.1
MEDIUM TRUCKS 59.6 58.1 51.8 50.2 58.7 58.9
HEAVY TRUCKS 60.2 58.8 49.7 51.0 59.3 59.5
NOISE LEVELS (dBA) 69.6 67.8 65.2 60.0 68.6 69.1

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.5 60.6 58.8 52.8 61.4 62.0
MEDIUM TRUCKS 53.9 52.4 46.0 44.5 53.0 53.2
HEAVY TRUCKS 55.0 53.6 44.5 45.8 54.1 54.3
NOISE LEVELS (dBA) 63.7 61.9 59.3 54.0 62.6 63.1
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 65 205 647 2047
LDN 58 182 575 1819

0.865 0.00

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE IMPACTS (WITH TOPO AND BARRIER SHIELDING)

NOISE CONTOUR (FT)

DAY GRADE ADJUSTMENT

0.775 - -

0.848 - -

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA

SITE CONDITIONS WALL INFORMATION
VEHICLE MIX DATA MISC. VEHICLE INFO
1459
AGENDA ITEM NO. 6.

FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL
PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY: Sunnyside Avenue DATE: 21-Feb-23
LOCATION: between Project Driveway 1 and Shepherd Avenue ENGINEER:C. Pincock ADT = 17,920 RECEIVER DISTANCE = 57
SPEED = 45 DIST C/L TO WALL = 47
PK HR % = 10 RECEIVER HEIGHT = 5.0
NEAR LANE/FAR LANE DIST = 27 WALL DISTANCE FROM RECEIVER = 10 ROAD ELEVATION = 0.0 PAD ELEVATION = 0.5
GRADE = 1.0 % ROADWAY VIEW: LF ANGLE= -90
PK HR VOL = 1,792 RT ANGLE= 90
DF ANGLE= 180
AUTOMOBILES = 10 HTH WALL= 6.0
MEDIUM TRUCKS = 10 (10 = HARD SITE, 15 = SOFT SITE) AMBIENT= 0.0 HEAVY TRUCKS = 10 BARRIER = 0 (0 = WALL, 1 = BERM)

VEHICLE TYPE EVENING NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE AUTOMOBILES 0.129 0.096 0.9742 AUTOMOBILES 2.0 55.29
MEDIUM TRUCKS 0.049 0.103 0.0184 MEDIUM TRUCKS 4.0 55.14 HEAVY TRUCKS 0.027 0.108 0.0074 HEAVY TRUCKS 8.0 55.09

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 69.4 67.5 65.8 59.7 68.3 68.9
MEDIUM TRUCKS 60.5 59.0 52.6 51.1 59.5 59.8
HEAVY TRUCKS 61.0 59.6 50.6 51.8 60.2 60.3
NOISE LEVELS (dBA) 70.5 68.7 66.1 60.8 69.4 69.9

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.0 61.1 59.4 53.3 61.9 62.5
MEDIUM TRUCKS 54.6 53.1 46.7 45.2 53.6 53.9
HEAVY TRUCKS 55.9 54.5 45.5 46.7 55.1 55.2
NOISE LEVELS (dBA) 64.3 62.5 59.9 54.7 63.2 63.7
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 56 177 561 1773
LDN 50 157 498 1575

0.865 0.00

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE IMPACTS (WITH TOPO AND BARRIER SHIELDING)

NOISE CONTOUR (FT)

DAY GRADE ADJUSTMENT

0.775 - -

0.848 - -

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA

SITE CONDITIONS WALL INFORMATION
VEHICLE MIX DATA MISC. VEHICLE INFO
1460
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Nees Avenue and State Route 168 Westbound Ramps ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 17,180 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,718 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.775 0.129 0.096 0.974 AUTOMOBILES = 2.00 43.4 - - MEDIUM TRUCKS 0.848 0.049 0.103 0.018 MEDIUM TRUCKS= 4.00 43.3 - - HEAVY TRUCKS 0.865 0.027 0.108 0.007 HEAVY TRUCKS = 8.01 43.4 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 69.4 67.5 65.7 59.6 68.3 68.9
MEDIUM TRUCKS 60.4 58.9 52.5 51.0 59.5 59.7
HEAVY TRUCKS 61.0 59.5 50.5 51.8 60.1 60.2
VEHICULAR NOISE 70.4 68.6 66.0 60.8 69.4 69.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 49 106 227 490
LDN 45 98 210 453

VEHICLE MIX DATA
1461
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Behymer Avenue DATE: 7-Feb-23
SEGMENT between Willow Avenue and Minnewawa Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,360 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 236 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.775 0.129 0.096 0.974 AUTOMOBILES = 2.00 49.8 - - MEDIUM TRUCKS 0.848 0.049 0.103 0.018 MEDIUM TRUCKS= 4.00 49.7 - - HEAVY TRUCKS 0.865 0.027 0.108 0.007 HEAVY TRUCKS = 8.01 49.8 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.8 57.9 56.2 50.1 58.7 59.4
MEDIUM TRUCKS 50.9 49.4 43.0 41.5 49.9 50.2
HEAVY TRUCKS 51.4 50.0 41.0 42.2 50.6 50.7
VEHICULAR NOISE 60.9 59.1 56.5 51.3 59.8 60.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 11 24 53 114
LDN 11 23 49 105

VEHICLE MIX DATA
1462
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Shepherd Avenue and Teague Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,790 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 579 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.6 62.7 61.0 54.9 63.5 64.1
MEDIUM TRUCKS 55.7 54.2 47.8 46.3 54.7 55.0
HEAVY TRUCKS 56.2 54.8 45.8 47.0 55.4 55.5
VEHICULAR NOISE 65.7 63.9 61.3 56.1 64.6 65.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 24 51 110 237
LDN 22 47 102 219

VEHICLE MIX DATA
1463
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Behymer Avenue and Ticonderoga ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,760 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 476 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.9 61.0 59.2 53.2 61.8 62.4
MEDIUM TRUCKS 53.9 52.4 46.1 44.5 53.0 53.2
HEAVY TRUCKS 54.5 53.1 44.0 45.3 53.6 53.8
VEHICULAR NOISE 63.9 62.1 59.6 54.3 62.9 63.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 18 39 84 181
LDN 17 36 78 168

VEHICLE MIX DATA
1464
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Sunnyside Avenue DATE: 7-Feb-23
SEGMENT between Shepherd Avenue and Teague Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,330 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 233 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.8 57.9 56.1 50.1 58.7 59.3
MEDIUM TRUCKS 50.8 49.3 43.0 41.4 49.9 50.1
HEAVY TRUCKS 51.4 50.0 40.9 42.2 50.5 50.7
VEHICULAR NOISE 60.8 59.0 56.5 51.2 59.8 60.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 11 24 52 113
LDN 10 22 48 104

VEHICLE MIX DATA
1465
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Alluvial Avenue and Herndon Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 17,260 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,726 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 69.4 67.5 65.7 59.7 68.3 68.9
MEDIUM TRUCKS 60.4 58.9 52.6 51.0 59.5 59.7
HEAVY TRUCKS 61.0 59.6 50.5 51.8 60.1 60.3
VEHICULAR NOISE 70.4 68.6 66.0 60.8 69.4 69.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 49 106 228 491
LDN 45 98 211 454

VEHICLE MIX DATA
1466
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Behymer Avenue DATE: 7-Feb-23
SEGMENT between Minnewawa Avenue and Sunnyside Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,850 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 385 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.0 60.1 58.3 52.3 60.9 61.5
MEDIUM TRUCKS 53.0 51.5 45.2 43.6 52.1 52.3
HEAVY TRUCKS 53.6 52.2 43.1 44.4 52.7 52.8
VEHICULAR NOISE 63.0 61.2 58.6 53.4 62.0 62.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 16 34 73 158
LDN 15 31 68 146

VEHICLE MIX DATA
1467
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Behymer Avenue DATE: 7-Feb-23
SEGMENT between Sunnyside Avenue and Fowler Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,740 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 374 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.8 59.9 58.2 52.1 60.7 61.4
MEDIUM TRUCKS 52.9 51.4 45.0 43.5 51.9 52.2
HEAVY TRUCKS 53.4 52.0 43.0 44.2 52.6 52.7
VEHICULAR NOISE 62.9 61.1 58.5 53.3 61.8 62.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 15 33 72 155
LDN 14 31 66 143

VEHICLE MIX DATA
1468
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Willow Avenue and Minnewawa Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 10,330 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,033 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.2 65.3 63.5 57.4 66.1 66.7
MEDIUM TRUCKS 58.2 56.7 50.3 48.8 57.3 57.5
HEAVY TRUCKS 58.8 57.3 48.3 49.5 57.9 58.0
VEHICULAR NOISE 68.2 66.4 63.8 58.6 67.1 67.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 35 75 162 349
LDN 32 69 150 322

VEHICLE MIX DATA
1469
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Minnewawa Avenue and Clovis Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,420 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 942 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.8 64.9 63.1 57.0 65.7 66.3
MEDIUM TRUCKS 57.8 56.3 49.9 48.4 56.9 57.1
HEAVY TRUCKS 58.4 56.9 47.9 49.1 57.5 57.6
VEHICULAR NOISE 67.8 66.0 63.4 58.2 66.7 67.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 33 71 152 328
LDN 30 65 141 303

VEHICLE MIX DATA
1470
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Clovis Avenue and Sunnyside Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 8,060 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 806 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.1 64.2 62.4 56.4 65.0 65.6
MEDIUM TRUCKS 57.1 55.6 49.3 47.7 56.2 56.4
HEAVY TRUCKS 57.7 56.3 47.2 48.5 56.8 57.0
VEHICULAR NOISE 67.1 65.3 62.7 57.5 66.1 66.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 30 64 137 296
LDN 27 59 127 273

VEHICLE MIX DATA
1471
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Sunnyside Avenue and Project Driveway 3 ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,040 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 704 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.6 62.7 60.9 54.9 63.5 64.1
MEDIUM TRUCKS 55.6 54.1 47.8 46.2 54.7 54.9
HEAVY TRUCKS 56.2 54.8 45.7 47.0 55.3 55.5
VEHICULAR NOISE 65.6 63.8 61.3 56.0 64.6 65.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 24 51 109 236
LDN 22 47 101 218

VEHICLE MIX DATA
1472
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Project Driveway 3 and Fowler Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 24 51 109 236
LDN 22 47 101 218

VEHICLE MIX DATA
1473
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Herndon Avenue DATE: 7-Feb-23
SEGMENT between State Route 168 Eastbound Ramps and Clovis Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 37,560 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 125 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 3,756 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.775 0.129 0.096 0.974 AUTOMOBILES = 2.00 78.1 - - MEDIUM TRUCKS 0.848 0.049 0.103 0.018 MEDIUM TRUCKS= 4.00 78.1 - - HEAVY TRUCKS 0.865 0.027 0.108 0.007 HEAVY TRUCKS = 8.01 78.1 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.9 67.0 65.3 59.2 67.8 68.4
MEDIUM TRUCKS 60.0 58.5 52.1 50.6 59.0 59.3
HEAVY TRUCKS 60.5 59.1 50.1 51.3 59.7 59.8
VEHICULAR NOISE 70.0 68.2 65.6 60.3 68.9 69.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 92 198 426 917
LDN 85 183 393 847

VEHICLE MIX DATA
1474
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Willow Avenue DATE: 7-Feb-23
SEGMENT between Behymer Avenue and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 14,520 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 85 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,452 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.775 0.129 0.096 0.974 AUTOMOBILES = 2.00 26.5 - - MEDIUM TRUCKS 0.848 0.049 0.103 0.018 MEDIUM TRUCKS= 4.00 26.4 - - HEAVY TRUCKS 0.865 0.027 0.108 0.007 HEAVY TRUCKS = 8.01 26.5 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.8 69.9 68.2 62.1 70.7 71.4
MEDIUM TRUCKS 62.9 61.4 55.1 53.5 62.0 62.2
HEAVY TRUCKS 63.4 62.0 53.0 54.2 62.6 62.7
VEHICULAR NOISE 72.9 71.1 68.5 63.3 71.8 72.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 72 155 333 717
LDN 66 143 308 663

VEHICLE MIX DATA
1475
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Minnewawa Avenue DATE: 7-Feb-23
SEGMENT between Behymer Avenue and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,830 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 483 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.0 61.1 59.3 53.2 61.9 62.5
MEDIUM TRUCKS 54.0 52.5 46.1 44.6 53.1 53.3
HEAVY TRUCKS 54.6 53.1 44.1 45.4 53.7 53.8
VEHICULAR NOISE 64.0 62.2 59.6 54.4 62.9 63.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 18 39 85 183
LDN 17 36 79 169

VEHICLE MIX DATA
1476
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Shepherd Avenue and Teague Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,570 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 457 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.6 61.7 59.9 53.9 62.5 63.1
MEDIUM TRUCKS 54.7 53.2 46.8 45.2 53.7 53.9
HEAVY TRUCKS 55.2 53.8 44.8 46.0 54.4 54.5
VEHICULAR NOISE 64.7 62.9 60.3 55.0 63.6 64.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 20 44 94 203
LDN 19 40 87 187

VEHICLE MIX DATA
1477
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 8,220 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 40 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 822 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.775 0.129 0.096 0.974 AUTOMOBILES = 2.00 45.9 - - MEDIUM TRUCKS 0.848 0.049 0.103 0.018 MEDIUM TRUCKS= 4.00 45.8 - - HEAVY TRUCKS 0.865 0.027 0.108 0.007 HEAVY TRUCKS = 8.01 45.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.8 63.9 62.1 56.1 64.7 65.3
MEDIUM TRUCKS 56.8 55.3 49.0 47.4 55.9 56.1
HEAVY TRUCKS 57.4 56.0 46.9 48.2 56.5 56.7
VEHICULAR NOISE 66.8 65.0 62.5 57.2 65.8 66.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 28 61 131 283
LDN 26 56 121 262

VEHICLE MIX DATA
1478
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Nees Avenue and Alluvial Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 10,870 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,087 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.4 65.5 63.7 57.7 66.3 66.9
MEDIUM TRUCKS 58.4 56.9 50.6 49.0 57.5 57.7
HEAVY TRUCKS 59.0 57.6 48.5 49.8 58.1 58.3
VEHICULAR NOISE 68.4 66.6 64.0 58.8 67.4 67.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 36 78 168 361
LDN 33 72 155 334

VEHICLE MIX DATA
1479
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Sunnyside Avenue DATE: 7-Feb-23
SEGMENT between Project Driveway 1 and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 600 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 60 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 53.9 52.0 50.2 44.2 52.8 53.4
MEDIUM TRUCKS 44.9 43.4 37.1 35.5 44.0 44.2
HEAVY TRUCKS 45.5 44.1 35.0 36.3 44.6 44.8
VEHICULAR NOISE 54.9 53.1 50.6 45.3 53.9 54.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 5 10 21 46
LDN 4 9 20 42

VEHICLE MIX DATA
1480
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Sunnyside Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,500 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 250 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.1 58.2 56.4 50.4 59.0 59.6
MEDIUM TRUCKS 51.1 49.6 43.3 41.7 50.2 50.4
HEAVY TRUCKS 51.7 50.3 41.2 42.5 50.8 51.0
VEHICULAR NOISE 61.1 59.3 56.8 51.5 60.1 60.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 12 25 55 118
LDN 11 24 51 109

VEHICLE MIX DATA
1481
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Ticonderoga and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,860 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 486 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.9 62.0 60.2 54.2 62.8 63.4
MEDIUM TRUCKS 54.9 53.4 47.1 45.5 54.0 54.2
HEAVY TRUCKS 55.5 54.1 45.0 46.3 54.6 54.8
VEHICULAR NOISE 64.9 63.1 60.5 55.3 63.9 64.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 21 45 98 211
LDN 20 42 91 195

VEHICLE MIX DATA
1482
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,780 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 578 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 24 51 110 237
LDN 22 47 102 219

VEHICLE MIX DATA
1483
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,420 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 242 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.0 58.1 56.3 50.2 58.9 59.5
MEDIUM TRUCKS 51.0 49.5 43.1 41.6 50.1 50.3
HEAVY TRUCKS 51.6 50.1 41.1 42.4 50.7 50.8
VEHICULAR NOISE 61.0 59.2 56.6 51.4 59.9 60.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 12 25 54 116
LDN 11 23 50 107

VEHICLE MIX DATA
1484
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Ticonderoga and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 21 45 98 211
LDN 20 42 91 195

VEHICLE MIX DATA
1485
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Sunnyside Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,300 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 330 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.3 59.4 57.6 51.6 60.2 60.8
MEDIUM TRUCKS 52.4 50.8 44.5 42.9 51.4 51.6
HEAVY TRUCKS 52.9 51.5 42.4 43.7 52.1 52.2
VEHICULAR NOISE 62.3 60.5 58.0 52.7 61.3 61.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 14 31 66 142
LDN 13 28 61 131

VEHICLE MIX DATA
1486
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Shepherd Avenue and Teague Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,650 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 665 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.2 63.3 61.6 55.5 64.1 64.7
MEDIUM TRUCKS 56.3 54.8 48.4 46.9 55.3 55.6
HEAVY TRUCKS 56.8 55.4 46.4 47.6 56.0 56.1
VEHICULAR NOISE 66.3 64.5 61.9 56.7 65.2 65.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 26 56 121 260
LDN 24 52 112 240

VEHICLE MIX DATA
1487
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,640 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 664 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 26 56 121 260
LDN 24 52 111 240

VEHICLE MIX DATA
1488
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 17,980 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,798 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 69.6 67.7 65.9 59.8 68.5 69.1
MEDIUM TRUCKS 60.6 59.1 52.7 51.2 59.7 59.9
HEAVY TRUCKS 61.2 59.7 50.7 52.0 60.3 60.4
VEHICULAR NOISE 70.6 68.8 66.2 61.0 69.6 70.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 50 109 234 505
LDN 47 101 217 467

VEHICLE MIX DATA
1489
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Behymer Avenue DATE: 7-Feb-23
SEGMENT between Minnewawa Avenue and Sunnyside Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,910 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 391 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.0 60.1 58.4 52.3 60.9 61.5
MEDIUM TRUCKS 53.1 51.6 45.2 43.7 52.1 52.4
HEAVY TRUCKS 53.6 52.2 43.2 44.4 52.8 52.9
VEHICULAR NOISE 63.1 61.3 58.7 53.5 62.0 62.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 16 34 74 159
LDN 15 32 68 147

VEHICLE MIX DATA
1490
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Behymer Avenue DATE: 7-Feb-23
SEGMENT between Sunnyside Avenue and Fowler Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,800 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 380 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.9 60.0 58.3 52.2 60.8 61.4
MEDIUM TRUCKS 53.0 51.5 45.1 43.6 52.0 52.2
HEAVY TRUCKS 53.5 52.1 43.1 44.3 52.7 52.8
VEHICULAR NOISE 63.0 61.2 58.6 53.3 61.9 62.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 16 34 72 156
LDN 14 31 67 144

VEHICLE MIX DATA
1491
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,750 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,175 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.7 65.8 64.0 58.0 66.6 67.2
MEDIUM TRUCKS 58.8 57.3 50.9 49.4 57.8 58.0
HEAVY TRUCKS 59.3 57.9 48.9 50.1 58.5 58.6
VEHICULAR NOISE 68.8 67.0 64.4 59.1 67.7 68.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 38 82 177 380
LDN 35 76 163 351

VEHICLE MIX DATA
1492
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Minnewawa Avenue and Clovis Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,590 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,159 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.7 65.8 64.0 57.9 66.6 67.2
MEDIUM TRUCKS 58.7 57.2 50.8 49.3 57.8 58.0
HEAVY TRUCKS 59.3 57.8 48.8 50.0 58.4 58.5
VEHICULAR NOISE 68.7 66.9 64.3 59.1 67.6 68.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 38 81 175 377
LDN 35 75 162 348

VEHICLE MIX DATA
1493
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Clovis Avenue and Sunnyside Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,650 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,165 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.7 65.8 64.0 58.0 66.6 67.2
MEDIUM TRUCKS 58.7 57.2 50.9 49.3 57.8 58.0
HEAVY TRUCKS 59.3 57.9 48.8 50.1 58.4 58.6
VEHICULAR NOISE 68.7 66.9 64.3 59.1 67.7 68.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 38 81 175 378
LDN 35 75 162 349

VEHICLE MIX DATA
1494
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Sunnyside Avenue and Project Driveway 3 ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 10,400 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,040 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.3 64.4 62.6 56.6 65.2 65.8
MEDIUM TRUCKS 57.3 55.8 49.5 47.9 56.4 56.6
HEAVY TRUCKS 57.9 56.5 47.4 48.7 57.0 57.2
VEHICULAR NOISE 67.3 65.5 63.0 57.7 66.3 66.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 31 66 142 306
LDN 28 61 131 282

VEHICLE MIX DATA
1495
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Project Driveway 3 and Fowler Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 8,300 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 830 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.3 63.4 61.6 55.6 64.2 64.8
MEDIUM TRUCKS 56.4 54.9 48.5 46.9 55.4 55.6
HEAVY TRUCKS 56.9 55.5 46.5 47.7 56.1 56.2
VEHICULAR NOISE 66.4 64.6 62.0 56.7 65.3 65.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 26 57 122 263
LDN 24 52 113 243

VEHICLE MIX DATA
1496
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 38,640 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 125 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 3,864 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 69.1 67.2 65.4 59.3 68.0 68.6
MEDIUM TRUCKS 60.1 58.6 52.2 50.7 59.1 59.4
HEAVY TRUCKS 60.7 59.2 50.2 51.4 59.8 59.9
VEHICULAR NOISE 70.1 68.3 65.7 60.5 69.0 69.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 93 201 434 934
LDN 86 186 401 863

VEHICLE MIX DATA
1497
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 15,090 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 85 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,509 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 72.0 70.1 68.3 62.3 70.9 71.5
MEDIUM TRUCKS 63.1 61.6 55.2 53.7 62.1 62.4
HEAVY TRUCKS 63.6 62.2 53.2 54.4 62.8 62.9
VEHICULAR NOISE 73.1 71.3 68.7 63.4 72.0 72.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 74 159 342 736
LDN 68 147 316 680

VEHICLE MIX DATA
1498
AGENDA ITEM NO. 6.

NOISE INPUT DATA

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 18 39 85 183
LDN 17 36 79 169

VEHICLE MIX DATA
1499
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Shepherd Avenue and Teague Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,990 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 599 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.8 62.9 61.1 55.1 63.7 64.3
MEDIUM TRUCKS 55.8 54.3 48.0 46.4 54.9 55.1
HEAVY TRUCKS 56.4 55.0 45.9 47.2 55.5 55.7
VEHICULAR NOISE 65.8 64.0 61.4 56.2 64.8 65.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 24 52 113 243
LDN 22 48 104 224

VEHICLE MIX DATA
1500
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,530 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 40 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 953 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.4 64.5 62.8 56.7 65.3 65.9
MEDIUM TRUCKS 57.5 56.0 49.6 48.1 56.5 56.8
HEAVY TRUCKS 58.0 56.6 47.6 48.8 57.2 57.3
VEHICULAR NOISE 67.5 65.7 63.1 57.9 66.4 66.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 31 67 145 313
LDN 29 62 134 289

VEHICLE MIX DATA
1501
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Nees Avenue and Alluvial Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 12,180 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,218 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.9 66.0 64.2 58.1 66.8 67.4
MEDIUM TRUCKS 58.9 57.4 51.1 49.5 58.0 58.2
HEAVY TRUCKS 59.5 58.0 49.0 50.3 58.6 58.7
VEHICULAR NOISE 68.9 67.1 64.5 59.3 67.9 68.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 39 84 181 389
LDN 36 78 167 360

VEHICLE MIX DATA
1502
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 18,570 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,857 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 69.7 67.8 66.0 60.0 68.6 69.2
MEDIUM TRUCKS 60.8 59.2 52.9 51.3 59.8 60.0
HEAVY TRUCKS 61.3 59.9 50.8 52.1 60.4 60.6
VEHICULAR NOISE 70.7 68.9 66.4 61.1 69.7 70.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 52 111 239 516
LDN 48 103 221 477

VEHICLE MIX DATA
1503
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Sunnyside Avenue DATE: 7-Feb-23
SEGMENT between Project Driveway 1 and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,430 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 243 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.0 58.1 56.3 50.3 58.9 59.5
MEDIUM TRUCKS 51.0 49.5 43.2 41.6 50.1 50.3
HEAVY TRUCKS 51.6 50.2 41.1 42.4 50.7 50.9
VEHICULAR NOISE 61.0 59.2 56.6 51.4 60.0 60.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 12 25 54 116
LDN 11 23 50 107

VEHICLE MIX DATA
1504
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,130 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 313 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.1 59.2 57.4 51.4 60.0 60.6
MEDIUM TRUCKS 52.1 50.6 44.3 42.7 51.2 51.4
HEAVY TRUCKS 52.7 51.3 42.2 43.5 51.8 51.9
VEHICULAR NOISE 62.1 60.3 57.7 52.5 61.1 61.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 14 30 64 137
LDN 13 27 59 127

VEHICLE MIX DATA
1505
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Behymer Avenue and Ticonderoga ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: Existing Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,820 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 482 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.9 61.0 59.3 53.2 61.9 62.5
MEDIUM TRUCKS 54.0 52.5 46.1 44.6 53.0 53.3
HEAVY TRUCKS 54.6 53.1 44.1 45.3 53.7 53.8
VEHICULAR NOISE 64.0 62.2 59.6 54.4 62.9 63.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 18 39 85 183
LDN 17 36 79 169

VEHICLE MIX DATA
1506
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,470 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 947 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.9 64.0 62.2 56.2 64.8 65.4
MEDIUM TRUCKS 56.9 55.4 49.1 47.5 56.0 56.2
HEAVY TRUCKS 57.5 56.1 47.0 48.3 56.6 56.8
VEHICULAR NOISE 66.9 65.1 62.5 57.3 65.9 66.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 29 62 133 287
LDN 27 57 123 265

VEHICLE MIX DATA
1507
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 24,720 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,472 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 70.9 69.0 67.3 61.2 69.8 70.5
MEDIUM TRUCKS 62.0 60.5 54.1 52.6 61.0 61.3
HEAVY TRUCKS 62.5 61.1 52.1 53.3 61.7 61.8
VEHICULAR NOISE 72.0 70.2 67.6 62.4 70.9 71.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 62 135 290 624
LDN 58 124 268 577

VEHICLE MIX DATA
1508
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Shepherd Avenue and Teague Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 12,250 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,225 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.9 66.0 64.2 58.2 66.8 67.4
MEDIUM TRUCKS 58.9 57.4 51.1 49.5 58.0 58.2
HEAVY TRUCKS 59.5 58.1 49.0 50.3 58.6 58.8
VEHICULAR NOISE 68.9 67.1 64.6 59.3 67.9 68.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 39 84 181 391
LDN 36 78 168 361

VEHICLE MIX DATA
1509
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Behymer Avenue DATE: 7-Feb-23
SEGMENT between Minnewawa Avenue and Sunnyside Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 10,960 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,096 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.5 64.6 62.9 56.8 65.4 66.0
MEDIUM TRUCKS 57.6 56.1 49.7 48.2 56.6 56.8
HEAVY TRUCKS 58.1 56.7 47.7 48.9 57.3 57.4
VEHICULAR NOISE 67.6 65.8 63.2 57.9 66.5 67.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 32 68 147 316
LDN 29 63 136 292

VEHICLE MIX DATA
1510
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Behymer Avenue DATE: 7-Feb-23
SEGMENT between Sunnyside Avenue and Fowler Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,670 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 467 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.8 60.9 59.1 53.1 61.7 62.3
MEDIUM TRUCKS 53.9 52.4 46.0 44.4 52.9 53.1
HEAVY TRUCKS 54.4 53.0 44.0 45.2 53.6 53.7
VEHICULAR NOISE 63.9 62.1 59.5 54.2 62.8 63.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 18 39 83 179
LDN 17 36 77 166

VEHICLE MIX DATA
1511
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 27,390 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,739 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.4 69.5 67.7 61.7 70.3 70.9
MEDIUM TRUCKS 62.4 60.9 54.6 53.0 61.5 61.7
HEAVY TRUCKS 63.0 61.6 52.5 53.8 62.1 62.3
VEHICULAR NOISE 72.4 70.6 68.1 62.8 71.4 71.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 67 144 310 669
LDN 62 133 287 618

VEHICLE MIX DATA
1512
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Minnewawa Avenue and Clovis Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 23,480 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,348 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 70.7 68.8 67.1 61.0 69.6 70.2
MEDIUM TRUCKS 61.8 60.3 53.9 52.4 60.8 61.1
HEAVY TRUCKS 62.3 60.9 51.9 53.1 61.5 61.6
VEHICULAR NOISE 71.8 70.0 67.4 62.1 70.7 71.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 60 130 280 603
LDN 56 120 259 558

VEHICLE MIX DATA
1513
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Clovis Avenue and Sunnyside Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,260 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,126 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 70.3 68.4 66.6 60.6 69.2 69.8
MEDIUM TRUCKS 61.3 59.8 53.5 51.9 60.4 60.6
HEAVY TRUCKS 61.9 60.5 51.4 52.7 61.0 61.2
VEHICULAR NOISE 71.3 69.5 67.0 61.7 70.3 70.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 56 122 262 565
LDN 52 112 242 522

VEHICLE MIX DATA
1514
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Sunnyside Avenue and Project Driveway 3 ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 17,260 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,726 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.5 66.6 64.8 58.8 67.4 68.0
MEDIUM TRUCKS 59.5 58.0 51.7 50.1 58.6 58.8
HEAVY TRUCKS 60.1 58.7 49.6 50.9 59.2 59.4
VEHICULAR NOISE 69.5 67.7 65.2 59.9 68.5 69.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 43 92 199 428
LDN 40 85 184 396

VEHICLE MIX DATA
1515
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Project Driveway 3 and Fowler Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 17,240 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,724 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 43 92 199 428
LDN 40 85 184 396

VEHICLE MIX DATA
1516
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 47,910 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 125 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,791 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 70.0 68.1 66.3 60.3 68.9 69.5
MEDIUM TRUCKS 61.0 59.5 53.2 51.6 60.1 60.3
HEAVY TRUCKS 61.6 60.2 51.1 52.4 60.7 60.9
VEHICULAR NOISE 71.0 69.2 66.7 61.4 70.0 70.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 108 232 501 1078
LDN 100 215 463 997

VEHICLE MIX DATA
1517
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 35,690 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 85 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 3,569 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.7 73.9 72.1 66.0 74.7 75.3
MEDIUM TRUCKS 66.8 65.3 59.0 57.4 65.9 66.1
HEAVY TRUCKS 67.4 65.9 56.9 58.1 66.5 66.6
VEHICULAR NOISE 76.8 75.0 72.4 67.2 75.7 76.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 131 281 606 1306
LDN 121 260 560 1207

VEHICLE MIX DATA
1518
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 15,610 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,561 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.1 66.2 64.4 58.3 67.0 67.6
MEDIUM TRUCKS 59.1 57.6 51.2 49.7 58.1 58.4
HEAVY TRUCKS 59.7 58.2 49.2 50.4 58.8 58.9
VEHICULAR NOISE 69.1 67.3 64.7 59.5 68.0 68.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 40 86 186 401
LDN 37 80 172 370

VEHICLE MIX DATA
1519
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Shepherd Avenue and Teague Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 17,340 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,734 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 69.4 67.5 65.7 59.7 68.3 68.9
MEDIUM TRUCKS 60.5 58.9 52.6 51.0 59.5 59.7
HEAVY TRUCKS 61.0 59.6 50.5 51.8 60.2 60.3
VEHICULAR NOISE 70.4 68.6 66.1 60.8 69.4 69.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 49 106 229 493
LDN 46 98 211 455

VEHICLE MIX DATA
1520
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 19,030 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 40 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,903 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 50 107 230 496
LDN 46 99 213 458

VEHICLE MIX DATA
1521
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Nees Avenue and Alluvial Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,620 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,162 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 70.4 68.5 66.7 60.6 69.3 69.9
MEDIUM TRUCKS 61.4 59.9 53.5 52.0 60.5 60.7
HEAVY TRUCKS 62.0 60.5 51.5 52.8 61.1 61.2
VEHICULAR NOISE 71.4 69.6 67.0 61.8 70.4 70.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 57 123 265 571
LDN 53 114 245 528

VEHICLE MIX DATA
1522
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 27,120 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,712 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.3 69.4 67.7 61.6 70.2 70.9
MEDIUM TRUCKS 62.4 60.9 54.5 53.0 61.4 61.7
HEAVY TRUCKS 62.9 61.5 52.5 53.7 62.1 62.2
VEHICULAR NOISE 72.4 70.6 68.0 62.8 71.3 71.8

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 66 143 308 664
LDN 61 132 285 614

VEHICLE MIX DATA
1523
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Sunnyside Avenue DATE: 7-Feb-23
SEGMENT between Project Driveway 1 and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 16,090 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,609 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.2 66.3 64.5 58.5 67.1 67.7
MEDIUM TRUCKS 59.2 57.7 51.4 49.8 58.3 58.5
HEAVY TRUCKS 59.8 58.4 49.3 50.6 58.9 59.1
VEHICULAR NOISE 69.2 67.4 64.8 59.6 68.2 68.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 41 88 190 409
LDN 38 81 175 378

VEHICLE MIX DATA
1524
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,580 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 558 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.6 61.7 59.9 53.9 62.5 63.1
MEDIUM TRUCKS 54.6 53.1 46.8 45.2 53.7 53.9
HEAVY TRUCKS 55.2 53.8 44.7 46.0 54.3 54.5
VEHICULAR NOISE 64.6 62.8 60.2 55.0 63.6 64.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 20 43 94 202
LDN 19 40 87 186

VEHICLE MIX DATA
1525
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Sunnyside Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,380 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 538 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.4 61.5 59.8 53.7 62.3 62.9
MEDIUM TRUCKS 54.5 53.0 46.6 45.1 53.5 53.8
HEAVY TRUCKS 55.0 53.6 44.6 45.8 54.2 54.3
VEHICULAR NOISE 64.5 62.7 60.1 54.8 63.4 63.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 20 42 91 197
LDN 18 39 84 182

VEHICLE MIX DATA
1526
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Behymer Avenue and Ticonderoga ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,860 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 586 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.8 61.9 60.1 54.1 62.7 63.3
MEDIUM TRUCKS 54.8 53.3 47.0 45.4 53.9 54.1
HEAVY TRUCKS 55.4 54.0 44.9 46.2 54.5 54.7
VEHICULAR NOISE 64.8 63.0 60.5 55.2 63.8 64.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 21 45 97 208
LDN 19 42 89 193

VEHICLE MIX DATA
1527
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Ticonderoga and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,040 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,104 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.4 65.5 63.8 57.7 66.3 66.9
MEDIUM TRUCKS 58.5 57.0 50.6 49.1 57.5 57.8
HEAVY TRUCKS 59.0 57.6 48.6 49.8 58.2 58.3
VEHICULAR NOISE 68.5 66.7 64.1 58.9 67.4 67.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 36 79 169 365
LDN 34 73 156 337

VEHICLE MIX DATA
1528
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 No Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 10,960 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,096 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.4 65.5 63.7 57.7 66.3 66.9
MEDIUM TRUCKS 58.5 57.0 50.6 49.0 57.5 57.7
HEAVY TRUCKS 59.0 57.6 48.6 49.8 58.2 58.3
VEHICULAR NOISE 68.5 66.7 64.1 58.8 67.4 67.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 36 78 168 363
LDN 34 72 156 335

VEHICLE MIX DATA
1529
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,530 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 953 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.9 64.0 62.2 56.2 64.8 65.4
MEDIUM TRUCKS 57.0 55.5 49.1 47.5 56.0 56.2
HEAVY TRUCKS 57.5 56.1 47.1 48.3 56.7 56.8
VEHICULAR NOISE 67.0 65.2 62.6 57.3 65.9 66.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 29 62 134 288
LDN 27 57 124 266

VEHICLE MIX DATA
1530
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Behymer Avenue DATE: 7-Feb-23
SEGMENT between Sunnyside Avenue and Fowler Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,730 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 473 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.9 61.0 59.2 53.1 61.8 62.4
MEDIUM TRUCKS 53.9 52.4 46.0 44.5 53.0 53.2
HEAVY TRUCKS 54.5 53.0 44.0 45.3 53.6 53.7
VEHICULAR NOISE 63.9 62.1 59.5 54.3 62.9 63.4

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 18 39 84 181
LDN 17 36 78 167

VEHICLE MIX DATA
1531
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Behymer Avenue DATE: 7-Feb-23
SEGMENT between Minnewawa Avenue and Sunnyside Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,020 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,102 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.5 64.6 62.9 56.8 65.4 66.0
MEDIUM TRUCKS 57.6 56.1 49.7 48.2 56.6 56.9
HEAVY TRUCKS 58.1 56.7 47.7 48.9 57.3 57.4
VEHICULAR NOISE 67.6 65.8 63.2 58.0 66.5 67.0

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 32 68 147 318
LDN 29 63 136 294

VEHICLE MIX DATA
1532
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 25,520 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,552 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.1 69.2 67.4 61.4 70.0 70.6
MEDIUM TRUCKS 62.1 60.6 54.3 52.7 61.2 61.4
HEAVY TRUCKS 62.7 61.3 52.2 53.5 61.8 62.0
VEHICULAR NOISE 72.1 70.3 67.7 62.5 71.1 71.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 64 137 296 638
LDN 59 127 274 589

VEHICLE MIX DATA
1533
AGENDA ITEM NO. 6.

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 28,810 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,881 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.6 69.7 67.9 61.9 70.5 71.1
MEDIUM TRUCKS 62.7 61.2 54.8 53.2 61.7 61.9
HEAVY TRUCKS 63.2 61.8 52.8 54.0 62.4 62.5
VEHICULAR NOISE 72.7 70.9 68.3 63.0 71.6 72.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 69 149 321 691
LDN 64 138 297 639

VEHICLE MIX DATA
1534
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Minnewawa Avenue and Clovis Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 25,650 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,565 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.1 69.2 67.4 61.4 70.0 70.6
MEDIUM TRUCKS 62.2 60.6 54.3 52.7 61.2 61.4
HEAVY TRUCKS 62.7 61.3 52.2 53.5 61.9 62.0
VEHICULAR NOISE 72.1 70.3 67.8 62.5 71.1 71.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 64 138 297 640
LDN 59 127 274 591

VEHICLE MIX DATA
1535
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Clovis Avenue and Sunnyside Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 24,850 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,485 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.0 69.1 67.3 61.2 69.9 70.5
MEDIUM TRUCKS 62.0 60.5 54.1 52.6 61.1 61.3
HEAVY TRUCKS 62.6 61.1 52.1 53.4 61.7 61.8
VEHICULAR NOISE 72.0 70.2 67.6 62.4 71.0 71.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 63 135 291 627
LDN 58 125 269 579

VEHICLE MIX DATA
1536
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Sunnyside Avenue and Project Driveway 3 ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 20,620 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,062 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 69.3 67.4 65.6 59.5 68.2 68.8
MEDIUM TRUCKS 60.3 58.8 52.4 50.9 59.4 59.6
HEAVY TRUCKS 60.9 59.4 50.4 51.7 60.0 60.1
VEHICULAR NOISE 70.3 68.5 65.9 60.7 69.3 69.8

Clovis City CouncilMarch 18, 2024

Clovis City Council
March 18, 2024