Information Expires 1/1/2024
OF Q
o Summary Table Report
California Department of Fish and Wildlife
California Natural Diversity Database aj
Y
Elev.
Element Occ. Ranks
Population Status
Presence
Historic
Recent
Poss.
CNDDB
Listing Status
Range
Total
Name (Scientific/Common)
Ranks
(Fed/State)
Other Lists
(ft.)
EO's
A
B
C
D
X
U
> 20 yr
<= 20 yr
Extant
Extirp.
Extirp.
Chorizanthe xanti var. leucotheca
G4T3
None
Rare Plant Rank - 1 B.2
2,480
59 0
0 0
0 0
1 0
1 1
0 0
white-bracted spineflower
S3
None
BLM S-Sensitive
2 480
S:1
SB CaIBG/RSABG
California/Rancho
Santa Ana Botanic
Garden
SB_USDA-US Dept of
Agriculture
USFS S-Sensitive
Diadophis punctatus modestus
G5T2T3
None
USFS_S-Sensitive
3,460
14 0
1 0
0 0
0 1
0 1
0 0
San Bernardino ringneck snake
S2?
None
3,460
S:1
Diplectrona californica
G1G2
None
3,444
2 0
0 0
0 0
1 0
1 1
0 0
California diplectronan caddisfly
S1
None
3,444
S:1
Dipodomys merriami parvus
G5T1
Endangered
CDFW_SSC-Species
1,261
81 0
0 3
0 0
1 1
3 4
0 0
San Bernardino kangaroo rat
S1
Candidate
of Special Concern
2,388
S:4
Endangered
Dodecahema leptoceras
G1
Endangered
Rare Plant Rank - 1 B.1
42 0
0 0
0 1
0 1
0 0
1 0
slender -horned spineflower
S1
Endangered
SB CalBG/RSABG-
S:1
California/Rancho
Santa Ana Botanic
Garden
Elanus leucurus
G5
None
BLM_S-Sensitive
2,760
184
0 0
1 0
0 0
0 1
1 0
0 white-tailed kite
S3S4
None
CDFW_FP-Fully
2 760
S:1
Protected
I UCN_LC-Least
Concern
Empidonax traillii extimus
G5T2
Endangered
3,400
70 1
0 0
0 0
0 1
0 1
0 0
southwestern willow flycatcher
S3
Endangered
31400
S:1
Eriastrum densifolium ssp. sanctorum
G4T1
Endangered
Rare Plant Rank - 1 B.1
1,200
31 0
2 1
1 0
3 4
3 7
0 0
Santa Ana River woollystar
S1
Endangered
SB CalBG/RSABG-
2,300
S.7
California/Rancho
Santa Ana Botanic
Garden
Imperata brevifolia
G3
None
Rare Plant Rank - 2B.1
32 0
0 0
0 0
1 1
0 1
0 0
California satintail
S3
None
SB CalBG/RSABG-
S:1
California/Rancho
Santa Ana Botanic
Garden
SB_SBBG-Santa
Barbara Botanic
Garden
USFS S-Sensitive
Commercial Version -- Dated July, 1 2023 -- Biogeographic Data Branch Report Printed on Tuesday, July 18, 2023
Information Expires 1/1/2024
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Y
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Element Occ. Ranks
Population Status
Presence
Historic
Recent
Poss.
CNDDB
Listing Status
Range
Total
Name (Scientific/Common)
Ranks
(Fed/State)
Other Lists
(ft.)
EO's
A
B
C
D
X
U
> 20 yr
<= 20 yr
Extant
Extirp.
Extirp.
Lasiurus xanthinus
G4G5
None
CDFW_SSC-Species
2,600
58 0
0 0
0 0
1 1
0 1
0 0
western yellow bat
S3
None
of Special Concern
2,600
S:1
I UCN_LC-Least
Concern
Lepidium virginicum var. robinsonii
G5T3
None
Rare Plant Rank - 4.3
1,840
142
0 0
0 0
0 1
1 0
1 0
0 Robinson's pepper -grass
S3
None
1,840
S:1
Leptonycteris yerbabuenae
G3
Delisted
CDFW_SSC-Species
2,600
2 0
0 0
0 0
1 1
0 1
0 0
lesser long -nosed bat
S1
None
of Special Concern
2,600
S:1
IUCN_NT-Near
Threatened
Monardella macrantha ssp. hallii
G5T3
None
Rare Plant Rank - 1 B.3
3,500
41 0
4 0
0 0
0 3
1 4
0 0
Hall's monardella
S3
None
SB CalBG/RSABG-
5,000
SA
California/Rancho
Santa Ana Botanic
Garden
USFS S-Sensitive
Neotoma lepida intermedia
G5T3T4
None
CDFW_SSC-Species
132
0 0
1 0
0 0
1 0
1 0
0 San Diego desert woodrat
S3S4
None
of Special Concern
S:1
Oncorhynchus mykiss irideus pop. 10
G5T1 Q
Endangered
AFS_EN-Endangered
108
19 0
0 0
0 1
0 1
0 0
1 0
steelhead - southern California DPS
S1
Candidate
108
S:1
Endangered
Phrynosoma blainvillii
G4
None
BLM_S-Sensitive
1,740
784
0 0
0 0
0 1
1 0
1 0
0 coast horned lizard
S4
None
CDFW_SSC-Species
1,740
S:1
of Special Concern
I UCN_LC-Least
Concern
Rana muscosa
G1
Endangered
CDFW_WL-Watch List
1,800
186
0 0
0 0
1 0
1 0
0 0
1 southern mountain yellow -legged frog
S2
Endangered
IUCN_EN-Endangered
1,800
S:1
USFS S-Sensitive
Rhinichthys osculus ssp. 8
G5T1
None
AFS_TH-Threatened
2,080
13 0
1 0
0 0
0 1
0 1
0 0
Santa Ana speckled dace
S1
None
CDFW_SSC-Species
2 080
S:1
of Special Concern
USFS S-Sensitive
Riversidian Alluvial Fan Sage Scrub
G1
None
1,500
30 0
0 1
0 0
1 2
0 2
0 0
Riversidian Alluvial Fan Sage Scrub
S1.1
None
2,900
S.2
Salvadora hexalepis virgultea
G5T4
None
CDFW_SSC-Species
2,533
34 0
0 1
0 0
0 0
1 1
0 0
coast patch -nosed snake
S3
None
of Special Concern
2,533
S:1
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Presence
Historic
Recent
Poss.
CNDDB
Listing Status
Range
Total
Name (Scientific/Common)
Ranks
(Fed/State)
Other Lists
(ft.)
EO's
A
B
C
D
X
U
> 20 yr
<= 20 yr
Extant
Extirp.
Extirp.
Sidalcea hickmanii ssp. parishii
G3T1
None
Rare Plant Rank - 1 B.2
4,600
24 0
0 0
0 0
1 1
0 1
0 0
Parish's checkerbloom
S1
Rare
SB CalBG/RSABG-
4,600
S:1
California/Rancho
Santa Ana Botanic
Garden
SB_SBBG-Santa
Barbara Botanic
Garden
USFS S-Sensitive
Sidalcea neomexicana
G4
None
Rare Plant Rank - 2B.2
30 0
0 0
0 0
2 1
1 2
0 0
salt spring checkerbloom
S2
None
USFS_S-Sensitive
S:2
Southern Coast Live Oak Riparian Forest
G4
None
1,780
246
0 0
0 0
0 1
1 0
1 0
0 Southern Coast Live Oak Riparian Forest
S4
None
1,780
S:1
Southern Cottonwood Willow Riparian
G3
None
2,840
ill
0 0
0 0
0 1
1 0
1 0
0 Forest
S3.2
None
2,840
S:1
Southern Cottonwood Willow Riparian Forest
Southern Riparian Forest
G4
None
2,160
20 0
0 0
0 0
1 1
0 1
0 0
Southern Riparian Forest
S4
None
2,160
S:1
Southern Riparian Scrub
G3
None
1,840
56 0
0 0
0 0
1 1
0 1
0 0
Southern Riparian Scrub
S3.2
None
1,840
S:1
Southern Sycamore Alder Riparian
G4
None
2,160
230
0 0
0 0
0 2
2 0
2 0
0 Woodland
S4
None
3,000
S:2
Southern Sycamore Alder Riparian
Woodland
Southern Willow Scrub
G3
None
2,200
45 0
0 0
0 0
1 1
0 1
0 0
Southern Willow Scrub
S2.1
None
2,200
S:1
Spea hammondii
G2G3
None
BLM_S-Sensitive
1,710
1437
0 1
1 2
0 0
0 4
4 0
0 western spadefoot
S3S4
None
CDFW_SSC-Species
2 292
SA
of Special Concern
IUCN_NT-Near
Threatened
Streptanthus campestris
G3
None
Rare Plant Rank - 1 B.3
4,000
73 0
0 0
0 0
1 1
0 1
0 0
southern jewelflower
S3
None
BLM S-Sensitive
4,000
S:1
SB_CRES-San Diego
Zoo CRES Native
Gene Seed Bank
USFS S-Sensitive
Commercial Version -- Dated July, 1 2023 -- Biogeographic Data Branch Report Printed on Tuesday, July 18, 2023
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California Natural Diversity Database aj
Y
Elev.
Element Occ. Ranks
Population Status
Presence
Historic
Recent
Poss.
CNDDB
Listing Status
Range
Total
Name (Scientific/Common)
Ranks
(Fed/State)
Other Lists
(ft.)
EO's
A
B
C
D
X
U
> 20 yr
<= 20 yr
Extant
Extirp.
Extirp.
Thamnophis hammondii
G4
None
BLM_S-Sensitive
1,955
184
0 1
1 0
1 1
3 1
3 1
0 two -striped gartersnake
S3S4
None
CDFW_SSC-Species
3,460
S:4
of Special Concern
I UCN_LC-Least
Concern
USFS S-Sensitive
Vireo bellii pusillus
G5T2
Endangered
1,660
505
1 0
0 0
0 1
1 1
2 0
0 least Bell's vireo
S3
Endangered
2,010
S.2
1 1
1 Commercial Version -- Dated July, 1 2023 -- Biogeographic Data Branch Report Printed on Tuesday, July 18, 2023
Information Expires 1/1/2024
Appendix F
National Wetlands Inventory Map
Starling Heights Specific Plan Amendment and TTM 20372 39 Biological Resources Assessment Report
U.S. Fish and Wildlife Service
National Wetlands- •
Project Boundary
Wetlands
L—I
Estuarine and Marine Deepwater
❑ Estuarine and Marine Wetland
Starling Heights & TTM 20372
This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should Freshwater Emergent Wetland Lake be used in accordance with the layer metadata found on the Wetlands Mapper web site.
Freshwater Forested/Shrub Wetland Other
July 19, 2023
Freshwater Pond Riverine
National Wetlands Inventory (NWI)
This page was produced by the NWI mapper
Appendix C
Cultural Resource Assessment for the Rockwell TTM
20372 Project
"�- City of Yucaipa
Starling Heights SP TTM 20372
Initial Study/Mitigated Negative Declaration
April 2024
Page114
18 Technology Dr., Ste. 103
Irvine, CA 92618
949-356-6660
www.dukecrm.com
July 21, 2023
Sabrina Snowball
CASC Engineering and Consulting
1470 E. Cooley Drive
Colton, CA 92324
Subject: Cultural Resources Assessment for the Rockwell TTM 20372 Project, City of Yucaipa, County of San Bernardino, California (C-0478)
Dear Ms. Snowball:
At the request of CASC Engineering and Consulting (CLIENT), Duke Cultural Resources Management, LLC (DUKE CRM) has prepared a cultural resources assessment for the Rockwell TTM 20372 Project (Project), located in the City of Yucaipa, San Bernardino County, California (see Attachment A, Map 1: Project Vicinity).
The City of Yucaipa (CITY) is the lead agency for the California Environmental Quality Act (CEQA). The purpose of this letter report is to document compliance with CEQA and to provide information to allow the CITY to determine whether the proposed Project would cause substantial impacts to archaeological or historical resources.
The Project is located within Section 3, Township 2 South, Range 2 West, as depicted on the Yucapa, Calf.
USGS 7.5-minute quadrangle (see Attachment A, Map 2: Project Location). It is located at the northeast corner of Avenue E and 12th Street in the City of Yucaipa within APNs 0318-021-18, -19, and -58 (see Attachment A, Map 3: Project Aerial Photo). The Project is approximately 15 acres in size, and it will involve construction of a community consisting of 128 two-story townhomes, three (3) community open space areas, and two (2) stormwater retention basins. The Project proposes to demolish the existing single-family home and associated structures within APN 0318-021-58; the other two parcels are vacant. The maximum depth of ground disturbance will be approximately five (5) feet below existing natural grade or three (3) feet below proposed foundations, whichever is greater.
The cultural records search and field survey were conducted by Alexandria Bulato, B.A. Ms. Bulato is the Archaeologist assigned to the Project for DUKE CRM and is the primary author of this report. Ms. Bulato has worked in all phases of archaeology (archival research, field survey, testing and data recovery excavation, laboratory analysis, report preparation, and construction monitoring) since 2016, and she holds a B.A. in Anthropology from California State University (CSU) San Bernardino. The report was reviewed by Brian Glenn, M.A., RPA. Mr. Glenn has over 35 years of experience working in all phases of archaeology, and he holds an M.A. in Archaeology from the University of California at Los Angeles. All work was conducted under the direct supervision of Curt Duke, M.A., RPA. Mr. Duke is the Principal Archaeologist of DUKE CRM and meets the professional qualifications of the Secretary of the Interior for prehistoric and historical archaeology.
Mr. Duke holds an M.A. in Anthropology from CSU Fullerton, and he has worked in all phases of archaeology since 1994.
Research
Records Search
On March 13, 2023, DUKE CRM conducted a records search at the South Central Coastal Information Center (SCCIC). The SCCIC is part of the California Historical Resources Information System (CHRIS) and is located at California State University, Fullerton. The records search included a review of all recorded cultural resources and reports within a'/z-mile radius of the Project.
ARCHAEOLOGY HISTORY ]PALEONTOLOGY
DUDE CULTURAL RESOURCES MANAGEMENT
SCCIC records indicate that a total of 22 cultural resource reports cover areas within '/2 mile of the Project (Table 1). Of these, one (1) report covers the Project area. This report, SB-00973, was a study completed in 1980 for the extension of Oak Glen Road. It covers a small portion of the northeast corner of the Project area, and it did not document cultural resources within the Project. Additionally, one (1) report covers an area directly adjacent to the Project to the east. This report, SB-00578, was a study completed in 1977 that did not document cultural resources within the Project.
Table 1. Cultural Resource Studies within % mile of the Project Report
Year
Report Title
Authors
Sites within the
No.
Project area
SB-
1958
Archaeological Investigations in the Yucaipa
Hicks, Frederic
None
00040
Valley.
SB-
1973
Schumaker East and Schumaker West.
Smith, Gerald A.
None
00142
SB-
1976
A Cultural Resources Survey Report, Yucaipa
San Bernardino
None
00338
Valley County Water District.
County Museum
Association
SB-
1976
Environmental Impact Evaluation: Test
Martz, Patricia
None
00339
Excavation at SBR-1000, Yucaipa Valley County
Water District Sanitary Sewers Project.
SB-
1977
Archaeological Investigations at CA-SBR-1000,
Martz, Patricia
None
00378
Yucaipa, California.
SB-
1977
Archaeological — Historical Resources Assessment
Hearn, Joseph E.
None
00578
of Tract 10044, Yucaipa Area.
SB-
1980
An Archaeological Assessment of the Village of
Leonard, Joanne
None
00957
Yukai- a-t (SBR-1000).
C.
SB-
1980
Oak Glen Road Extension: An Addendum to the
Leonard, Joanne
None
00973
Archaeological Assessment of the Realignment of
C.
Avenue E.
SB-
1988
Archaeological Monitoring for the Sun Glen
Swanson, Mark T.
None
01836
Project, Tract 10069, Yucaipa Area, San
Bernardino County.
SB-
1989
Cultural Resources Reconnaissance of the
Bissell, Ronald M.
None
01849
Frontrunner Homes Property, Yucaipa, San
Bernardino County, California.
SB-
1989
A Preliminary Report on the 1972-76 Excavations
Tenney, Christy
None
02048
at CA-SBR-1000/H, Yucaipa, California.
SB-
1990
Compendium of Results of Obsidian Studies for
Infotec Research
None
02059
Study Area Sites: Appendix to Prehistoric Sites in
the Prado Basin, California: Regional Context and
Significance Evaluation.
SB-
1990
Glass Beads from the 1977 University of Redlands
Ross, Lester A.
None
02068
Archaeological Excavations at the Southern Tip
of the Yucaipa Rancheria Site (CA-SBR-1000/H),
Yucaipa, San Bernardino County, California.
SB-
1977
The Faunal Analysis of SBR-1000, Yucaipa,
Strand, Jennifer
None
02566
California.
SB-
1991
Analysis of Floral -Faunal Remains from Soil
Ridgeway, Ginger
None
03006
Samples of the Martz Excavation.
7/21/2023(C-0478_Rockwell _Cultural _072123)
DUKE CULTURAL RESOURCES MANAGEMENT
Report
Year
Report Title
Authors
Sites within the
No.
Project area
SB-
1996
Cultural Resource Assessment of the Oak Glen
Lerch, Michael K.
None
03128
Road Extension, Ave E to Ave F, Yucaipa, San
Bernardino County, California.
SB-
1996
Village Life at Yukaipa't: Archaeological Data
Grenda, Donn R.
None
03130
Recovery at CA-SBR-1000/H, Yucaipa,
California.
SB-
1996
An Archaeological Study and Geological
Sander, Jay K.
None
03260
Monitoring at Cook's Subdivision, Yucaipa, San
Bernardino County, California.
SB-
1998
Between The Coast and The Desert:
Grenda, Donn R.
None
03607
Archaeological Data Recovery at the Yukaipa't
Site, CA-SBR-1000/H, Yucaipa, California.
SB-
2005
For Low -Water Crossing Improvements on 10d,
Heidelberg, Kurt
None
04838
Stret at Wilson Creek in the City of Yucaipa, San
and David
Bernardino.
Bricker
SB-
2005
A Phase 2 Historical and Architectural Survey of
Hatheway, Roger
None
04840
the Butler/James Ranch Residence Located at
The Clover Cell Site, 32645 Yucaipa Boulevard,
Yucaipa, California.
SB-
2008
Cultural Resource Records Search and Site Visit
Bonner, Wayne
None
06136
Results for Royal Street Communications
H. and Mamie
California, LLC Candidate LA3213A (Yucaipa
Aislin-Kay
YUSD), 33000 Yucaipa Boulevard, Yucaipa, San
Bernardino County, California.
No cultural resources have been recorded within the Project. Three (3) cultural resources have been recorded within a'/2-mile radius of the Project. One (1) of these resources, P-36-001000, is the village of Yukapa't, a prehistoric habitation site located approximately 0.1-mile east of the Project. The other two (2) resources recorded within'/2 mile of the Project are historic in age. One historic era resource, P-36-012311, is a single- family residence in the Colonial revival style located approximately 0.45-mile northwest of the Project. The other historic era resource, P-36-014490, is a refuse dump consisting of refuse dating to the mid-1950s as well as modern industrial refuse located approximately 0.45-mile east of the Project.
R3&001000
The Yukaipa't village site, also designated as the Yucaipa Rancheria, was originally recorded in 1947 by Gerald Smith of the San Bernardino County Museum (SBCM). Various studies have been conducted at the site since its recordation by the SBCM, San Bernardino County Historical Society (SBCHS), University of Redlands, University of California at Riverside (UCR), and by several private cultural resources management firms. These studies have evaluated P-36-001000 as a habitation site occupied from the late prehistoric through the protohistoric period. Analyses have generally separated the site into three (3) spatially and temporally distinct areas: Greven's Knoll, located within the northeastern portion of the site east of 10th Street and thought to represent the earliest occupation; Simpson's Property, located downslope from Greven's Knoll west of 10th Street and thought to represent a late prehistoric component of the site; and Cook's Property, located at the southern end of the site south of Avenue E and thought to represent a protohistoric-historic period deposit (Grenda 1998).
Data recovery excavations were conducted within Greven's Knoll in 1947 by the Archaeological Survey Association and the SBCHS. These excavations recovered a variety of artifacts including ground stone (including manos, metates, cogged stones, and discoidals), flaked stone (including large dart points), shell beads, and ceramic fragments. A single flexed burial was also discovered. Analysis of the assemblage from Greven's 7/21/2023(C-0478_Rockwell _Cultural _072123)
DUKE CULTURAL RESOURCES MANAGEMENT
Knoll by UCR in 1977 and by Statistical Research, Inc. (SRI) from 1994 through 1996 concluded that this area represents the earliest occupation of the site during the late prehistoric period, and that this occupation is thought to have had a relatively small population density in comparison to later occupations (Martz 1977, Grenda 1998).
Simpson's Property was excavated in 1947 by the SBCM; in 1948 and 1949 by the University of Redlands; and in 1977 by UCR. Three (3) test pits and one (1) trench excavated in 1947 recovered artifacts including ground stone (mortars and pestles), flaked stone (small triangular side -notched points), and stone and shell beads, as well human skeletal material representing at least three (3) burials. This 1947 study also noted very dark midden soils within this portion of the site. Subsequent excavations in 1948 and 1949 revealed an earlier cultural deposit approximately 6-7 feet below surface and noted as being buried below a sterile layer. Five (5) test units excavated by UCR (Martz 1977) exposed an additional cultural deposit approximately four (4) feet deep. SRI analyzed this deposit, along with the earlier material from the 1940s excavations, as being indicative of a slightly later occupation with a higher population density than the occupation at Greven's Knoll (Grenda 1998).
Excavations were conducted within Cook's Property from 1973-1977 by the University of Redlands; in 1977 by UCR; and from 1996 through 1998 by SRI. The University of Redlands study involved excavation of 46 test pits, and recovered ceramics, flaked stone, ground stone, as well as glass trade beads and other historical period artifacts. The remains of an adobe structure, thought to be occupied from approximately 1853-1877, were also discovered within this southern portion of the site. The University of Redlands study produced very little written documentation to accompany the artifact assemblage, but the materials from this study and from the excavation of an additional 21 test units were analyzed by UCR and were determined to indicate a protohistoric occupation of the site (Martz 1977). SRI (Grenda 1998) excavated an additional nine (9) backhoe trenches and 12 shovel test pits within Cook's Property between 1994 and 1996. These excavations did not expose any features, but recovered a total of 5,966 flaked stone artifacts, 72 ground stone artifacts, seven (7) shell artifacts, 93 ceramic artifacts, and 26,817 faunal bone fragments. These artifacts were analyzed along with the artifact assemblage from the previous excavations, and Cook's Property was interpreted to represent a late prehistoric/early protohistoric seasonal occupation of the site (Grenda 1998).
The site was designated as California Historical Landmark (CHL) #620 in 1957. The entry for the site in the CHL lists the address for both the Yucaipa Adobe and the Yucaipa Rancheria as 32183 Kentucky Street, which is approximately 1.25 miles southwest of the site, but the entry for the site in the CHL indicates that it is located at the intersection of Avenue E and 10th Street.
Sacred Lands File Search
A request for a Sacred Lands File (SLF) search was submitted to the Native American Heritage Commission (NAHC) on March 7, 2023 to ascertain the presence of known sacred sites, Native American cultural resources, and/or human remains within the boundaries of the proposed Project and the surrounding area. The NAHC responded on March 28, 2023, and indicated that the results of the SLF search were positive. The NAHC recommended that DUKE CRM contact the Yuhaaviatam of San Manuel Nation (YSMN) and the Morongo Band of Mission Indians (MBMI) for information regarding potential sacred sites within or adjacent to the Project.
DUKE CRM contacted the YSMN and the MBMI via email on May 24, 2023 to request information. Ryan Nordness of the YSMN responded via email on June 8, 2023 stating that: "The proposed project is located in the immediate vicinity of the known Serrano placename and associated archaeological village site of Yucaipat.
Since 2020, multiple testing methods have taken place in this area (cadaver dog, [Ground Penetrating Radar (GPR)], STPs, etc.) that have indicated the proposed project area to be of incredibly high sensitivity for cultural resources, as well as unanticipated human remains. The area is of high concern and cultural sensitivity to the YSMN, and the department is interested in consulting whenever this project moves into AB52/CEQA territory."
7/21/2023(C-0478_Rockwell _Cultural _072123)
DUKE CULTURAL RESOURCES MANAGEMENT
DUKE CRM responded to the YSMN requesting a copy of the report detailing this testing. On June 28, 2023, Jamie Nord of the YSMN responded and provided a citation for the study, which was completed in 2022 by Heather McDaniel McDevitt for Dudek. The title of the report indicates that the study involved a forensic canine survey and the use of GPR, and that it was completed within APN 0318-06-126, which is located at the southeast corner of Avenue E and Oak Glen Road approximately 0.15 miles southeast of the Project. DUKE CRM reached out to Ms. McDaniel McDevitt to request a copy of the report, but a response has not been received to date. As of the date of this report, the MBMI has not responded to DUKE CRM's request for information.
Additional Research
DUKE CRM examined the California Built Environment Resources Directory (BERD), which includes the National Register of Historic Places (NRHP), California Register of Historical Resources (CRHR), California Points of Historical Interest (CPHI), and CHL. The BERD did not identify any additional cultural resources within the Project area. DUKE CRM also consulted the Cultural Resources Assessment appendix to the 2016 Final Environmental Impact Report for the City of Yucaipa General Plan. Review of this report did not identify any additional cultural resources within the Project.
The village site of Yuka0a't does not appear on a map of historic and ethnohistoric villages prepared by the Agua Caliente Band of Cahuilla Indians. The nearest ethnographically known Native American village to the Project was Saxhatpa, thought to be located southwest of what is now the city of Calimesa, approximately 2.3 miles southwest of the Project. Another village, Ackit TFlanakik, is thought to be located approximately 7.6 miles southeast of the Project within what is now the community of Cherry Valley.
Additionally, a review of historical aerial photographs and historical topographic maps was conducted using the University of California, Santa Barbara's online FrameFinder program and the USGS Historical Topographic Map Explorer. The 1901 Redlands, Calf. 1:62,500 historical topographic map depicts a road south of the current alignment of Avenue E and north of the current alignment of Interstate 10 (I-10), but no other development in the vicinity of the Project. The 1954 Yucaoa, Calif. 1:24,000 historical topographic map depicts Avenue E in approximately its current alignment, as well as the Dunlap School at the northeast corner of Avenue E and 12th Street to the west of the Project. Several buildings are also depicted at the southeast corner of Avenue E and 12th Street, but no development is depicted within the Project aside from orchards covering the western two- thirds of the Project. A 1953 historical aerial photograph confirms that there was no development within the Project at that time and shows that the Project area was at that time being used for agriculture. A 1962 historical aerial photograph shows no apparent change from the 1953 aerial. The 1967 Yucapa, Calif. 1:24,000 historical topographic map shows that Avenue E had by that time been slightly realigned to the south in the vicinity of the Project, but no other further development is depicted within the Project. A 1980 historical aerial photograph shows that the structure in the southeast corner of the Project area had been constructed by that time. A 1989 aerial depicts that a housing development had by that time been constructed adjacent to the Project to the east, within the boundary of P-36-001000. The 1996 Yucaipa, Calif. historical topographic map also depicts that development, but no other changes are apparent.
Field Survey
DUKE CRM archaeologist Alexandria Bulato, B.A., conducted an intensive pedestrian survey of the Project area on April 27, 2023. The majority of the approximately 15-acre Project boundary was intensively surveyed using parallel transects spaced no more than 15 meters apart (see Attachment A, Map 3: Project Aerial). Several portions of the parcel containing the single-family residence (APN-0318-021-58) in the southeastern corner of the Project area were unable to be surveyed as they were fenced and contained horses and dogs. Ground visibility was good to excellent (between 75 to 100 percent) throughout the majority of the Project, with some visibility limitations due to sparse vegetation cover throughout and moderate vegetation cover along the northern and eastern Project boundaries. Ground visibility was poor within the portions of the private parcel that were able to be surveyed due to nonnative grass cover and gravel. The entirety of the Project area, with the exception of the private property, appeared extensively disturbed and appeared to have been recently plowed; 7/21/2023(C-0478_Rockwell _Cultural _072123)
DUKE CULTURAL RESOURCES MANAGEMENT
tire tracks from heavy equipment were visible throughout the Project. Photographs depicting survey coverage are provided in Attachment B. No cultural resources were observed during the field survey.
Conclusions
DUKE CRM assessed the proposed Project for CRHR-eligible cultural resources subject to potentially significant impacts under CEQA. The pedestrian survey did not identify any prehistoric or historic cultural resources, and the majority of the Project area appears heavily disturbed by plowing. Research indicates that this disturbance has taken place since at least the 1950s. No cultural resources are previously recorded within the Project area; however, less than five (5) percent of the Project area has been previously surveyed for cultural resources. Additionally, the presence of a complex multicomponent village site including burials (P-36-001000)
0.1-mile from the Project indicates a higher than usual potential for buried cultural resources to be present within the Project. Although the Project area has been extensively disturbed by plowing, the depth of previous disturbance within the Project is not known, and the Project proposes ground disturbance of at least five (5) feet. Based on these factors, the Project area is assessed as having a high sensitivity for buried prehistoric and historical cultural resources, and archaeological monitoring of ground disturbing activities is recommended.
Archaeological Monitoring
An archaeological monitor shall be present during initial ground disturbing activities within the Project to ensure that any impacts to prehistoric or historical archaeological resources can be mitigated to be less than significant. The monitor shall work under the direct supervision of a qualified archaeologist meeting the Secretary of the Interior's Professional Qualification Standards (M.S./M.A. in anthropology or a related discipline with an emphasis in archaeology, and demonstrated competence in archaeological research, fieldwork, reporting, and curation).
1. The qualified archaeologist shall be on -site at the pre -construction meeting to discuss monitoring protocols.
2. The archaeological monitor shall be present full-time during initial ground disturbance within the Project, including but not limited to clearing, grubbing, grading, trenching, utilities, and off -site easements. If, after excavation begins, the qualified archaeologist determines that the sediments are not likely to produce prehistoric or historical archaeological resources, monitoring efforts shall be reduced, or possibly ceased altogether.
3. The archaeological monitor shall be empowered to temporarily halt or redirect grading efforts if cultural resources are discovered.
4. In the event of an archaeological discovery the monitor shall flag an area 50 feet beyond the discovery and notify the construction crew immediately. No further disturbance in the flagged area shall occur until the qualified archaeologist has cleared the area.
5. In consultation with the qualified archaeologist, the monitor shall quickly assess the nature and significance of the find. If the find is not considered to be potentially significant, it shall be quickly mapped, documented, removed, and the area cleared.
6. If the discovery is considered potentially significant, the qualified archaeologist shall notify the CLIENT and CITY immediately.
7. If the discovery is prehistoric or a potential Tribal Cultural Resource, local Native American groups shall be consulted.
8. In consultation with the CLIENT, CITY, and interested Native American groups (if necessary), the qualified archaeologist shall develop a plan of mitigation which will likely include full-time monitoring, salvage excavation, laboratory processing and analysis, research, curation of the find into a local qualified museum or repository, and preparation of a report summarizing the find.
If previously unidentified cultural or paleontological materials are unearthed during construction, work shall be halted in that area until the qualified archaeologist can assess the significance of the find. If human remains are encountered, State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the County Coroner has determined the origin and disposition pursuant to Public Resources Code Section 7/21/2023(C-0478_Rockwell _Cultural _072123_001)
DUDE CULTURAL RESOURCES MANAGEMENT
5097.98. The County Coroner must be notified of the find immediately. If the remains are determined to be prehistoric, the Coroner will notify the NAHC, which will determine and notify a Most Likely Descendant (MLD). With the permission of the landowner or his/her authorized representative, the MLD may inspect the site of the discovery. The MLD shall the inspection within 48 hours of notification by the NAHC. The MLD may recommend scientific removal and nondestructive analysis of human remains and items associated with Native American burials.
DUKE CRM appreciates the opportunity to provide cultural services in support of this project. If you have any questions or comments, please feel free to contact me at (909) 684-2713 or [email protected].
Sincerely,
DUKE CULTURAL RESOURCES MANAGEMENT, LLC
Alexandria Bulato, B.A.
Archaeologist/Field Director
Attachments
A: Project Maps
B: Project Photographs
Curt Duke, M.A. RPA
Principal Archaeologist/President
7/21/2023(C-0478_Rockwell _Cultural _072123)
DUKE CULTURAL RESOURCES MANAGEMENT
ATTACHMENT A
PROJECT MAPS
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DUKE CULTURAL RESOURCES MANAGEMENT
ATTACHMENT B
PROJECT PHOTOGRAPHS
DUKE CULTURAL RESOURCES MANAGEMENT
Project overview from northwest corner, view to southeast.
Project overview from southwest corner, view to east.
DUKE CULTURAL RESOURCES MANAGEMENT
Project overview from northeast corner, view to southwest.
Project overview from southeast corner, view to northwest.
DUKE CULTURAL RESOURCES MANAGEMENT
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Overview of enclosures from northeast corner of private parcel, view to southwest.
Example of heavy equipment tire tracks near eastern Project boundary, view to north.
DUKE CULTURAL RESOURCES MANAGEMENT
Close view of plowed sediments near center of Project area, view down and to north.
Project overview from western Project boundary, view to east.
Appendix D
Extended Phase I Survey Rockwell TTM 20372 Project
"�- City of Yucaipa
Starling Heights SP TTM 20372
Initial Study/Mitigated Negative Declaration
April 2024
Page115
Extended Phase I Survey
Rockwell TTM 20372 Project
City of Yucaipa, County of San Bernardino, California
APNs 0318-021-18, 0318-021-19, and 0318-021-58
Prepared on Behalf of: Prepared for:
CASC Engineering & Consulting City of Yucaipa
1470 E. Cooley Drive 34272 Yucaipa Boulevard
Colton, CA 92324 Yucaipa, CA 92399
Prepared by:
Alexandria Bulato, B.A. and Curt Duke, M.A., RPA
Duke Cultural Resources Management, LLC
18 Technology Drive
Irvine, CA 92618
(949) 356-6660
curt e,dukecrm.com
www.dukecrm.com
DUKE C R M Project Number: C-0478
rDuya
C-DM
February 2024
Fieldwork Performed January 10-11, 2024
Township 2 South, Range 2 West, Section 3, USGS 7.5' Yucaipa, Calif.
Keywords: —15 acres, Negative Findings
DUKE CULTURAL RESOURCES MANAGEMENT
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DUKE CULTURAL RESOURCES MANAGEMENT
MANAGEMENT SUMMARY
DUKE Cultural Resources Management, LLC (DUI C R M) is under contract to CASC Engineering & Consulting (CLIENT), to provide cultural resources services for the Rockwell TTM 20372 Project (Project) located in the City of Yucaipa, County of San Bernardino, California. The purpose of this report is to document efforts made to comply with the California Environmental Quality Act (CEQA). The City of Yucaipa (CITY) is the lead agency for CEQA.
The Phase I cultural resource assessment conducted for the approximately 15 acre Project within Assessor Parcel Numbers (APNs) 0318-021-18, 0318-021-19, and 0318-021-58 included a records search from the South Central Coastal Information Center (SCCIC), a search of the Native American Heritage Commission's (NAHC's) Sacred Lands File (SLF), historic background research from public and private sources, and a pedestrian field survey to identify prehistoric or historic era cultural resources on the surface of the Project.
The Phase I study identified prehistoric archaeological site P-36-001000 approximately 0.1 miles east of the Project area. The field survey did not identify any cultural resources within the Project and characterized the Project area as extensively disturbed. An Extended Phase I Survey (XPI) was conducted in order to assess whether P-36-001000 extends into the Project area or whether any other buried cultural resources are present within the Project. The XPI included excavation of nine (9) test trenches around the Project.
From analysis of the Project based on records search data, historical maps and aerial photographs, field survey, and based on the lack of cultural resources and the past history of soil disturbances observed during background research and XPI excavations, it is concluded that the Project has low sensitivity at the surface for cultural resources and a low sensitivity for buried prehistoric and historic era cultural resources. Given these data, a finding of No Historical Resources Impacted is recommended for CEQA.
If archaeological resources are discovered during Project activities the City shall be contacted immediately, and a qualified archaeologist shall be retained to investigate the discovery. If human remains are encountered, State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the County Coroner has made a determination of origin and disposition pursuant to Public Resources Code Section 5097.98. The County Coroner must be notified of the find immediately. If the remains are determined to be prehistoric, the Coroner will notify the Native American Heritage Commission (NAHC), which will determine and notify a Most Likely Descendant (MLD). With the permission of the landowner or his/her authorized representative, the MLD may inspect the site of the discovery. The MLD shall complete the inspection within 48 hours of notification by the NAHC. The MLD may recommend scientific removal and nondestructive analysis of human remains and items associated with Native American burials. In addition, according to the California Health and Safety Code, a cemetery is place where six or more human bodies are buried (Section 8100), and unauthorized disturbance of Native American cemeteries is a felony (Section 7052).
Additional efforts may be necessary if the proposed Project changes with regards to earth disturbing activities.
DUKE CULTURAL RESOURCES MANAGEMENT
TABLE OF CONTENTS
TABLEOF CONTENTS................................................................................................................................................ ii
INTRODUCTION............................................................................................................................................................1 ProjectDescription........................................................................................................................................................1 RegulatoryContext........................................................................................................................................................1 CEQA..........................................................................................................................................................................1 ResearchDesign............................................................................................................................................................. 5 SETTING............................................................................................................................................................................ 5 NaturalSetting................................................................................................................................................................ 5 CulturalSetting............................................................................................................................................................... 6 Prehistory.................................................................................................................................................................... 6 Ethnography............................................................................................................................................................... 8 Cahuilla................................................................................................................................................................... 8 Serrano.................................................................................................................................................................... 8 History......................................................................................................................................................................... 9 METHODS.......................................................................................................................................................................10 Personnel.......................................................................................................................................................................10 Research.........................................................................................................................................................................10 RecordsSearch.........................................................................................................................................................10 OtherResearch.........................................................................................................................................................10 FieldSurvey...................................................................................................................................................................10 ExtendedPhase I Survey (XPI).................................................................................................................................10 RESULTS...........................................................................................................................................................................11 Research.........................................................................................................................................................................11 RecordsSearch.........................................................................................................................................................11 OtherResearch.........................................................................................................................................................14 FieldSurvey...................................................................................................................................................................15 ExtendedPhase I Survey (XPI).................................................................................................................................15 SiteSensitivity Summary............................................................................................................................................. 29 FINDINGSAND RECOMMENDATIONS............................................................................................................29 Inadvertent Archaeological Finds......................................................................................................................... 29 REFERENCES................................................................................................................................................................. 30 Figures
Figure1. Study Vicinity Map............................................................................................................................................. 2 Figure2. Project Location Map........................................................................................................................................ 3 Figure3. Project Aerial Photo.......................................................................................................................................... 4 Figure 4. Project overview from northwest corner, view to southeast.....................................................................15 Figure 5. Project overview from northeast corner, view to southwest.....................................................................16 Figure 6. Plowed soils near center of Project area...................................................................................................... 16 Figure7. XPI trench locations........................................................................................................................................18 Figure 8. Trench 1 overview facing north....................................................................................................................19 Figure 9. Trench 1 east wall profile................................................................................................................................19 Figure 10. Trench 2 overview facing southwest.......................................................................................................... 20 Figure 11. Trench 2 north wall profile.......................................................................................................................... 20 Figure 12. Trench 3 overview facing northeast............................................................................................................ 21 Figure 13. Trench 3 south wall profile.......................................................................................................................... 21 Figure 14. Trench 4 overview facing northeast............................................................................................................ 22 Figure 15. Trench 4 profile south wall profile.............................................................................................................. 22 Figure 16. Trench 5 overview facing southwest.......................................................................................................... 23 Figure 17. Trench 5 east wall profile............................................................................................................................. 23 Figure 18. Trench 6 overview facing south.................................................................................................................. 25 Figure 19. Trench 6 east wall profile............................................................................................................................. 25 Figure 20. Trench 7 overview facing northeast............................................................................................................ 26 ii
DUKE CULTURAL RESOURCES MANAGEMENT
Figure 21. Trench 7 east wall profile............................................................................................................................. 26 Figure 22. Trench 8 overview facing south.................................................................................................................. 27 Figure 23. Trench 8 east wall profile............................................................................................................................. 27 Figure 24. Trench 9 overview facing southwest.......................................................................................................... 28 Figure25. Trench 9 profile..............................................................................................................................................28 Tables
Table 1. Cultural Resources Studies within '/Z mile of the Project...........................................................................11 Table 2. Previously Identified Cultural Resources within '/z mile of the Project..................................................13 Appendices
Appendix A. Resumes
Abbreviations
B.A.
Bachelor of Arts
BERD
California Built Environment Resources Directory
CLIENT
CASC Engineering & Consulting
CEQA
California Environmental Quality Act
CHL
California Historical Landmark
City
City of Yucaipa
CRHR
California Register of Historical Resources
DUI C R M
DUKE Cultural Resources Management, LLC
GPR
Ground Penetrating Radar
M.A.
Master of Arts
MBMI
Morongo Band of Mission Indians
NAHC
Native American Heritage Commission
PCT
Paleocoastal Tradition
Project
Rockwell TTM 20372 Project
Q yw
very young sand and gravel active wash deposits
Qya
Pleistocene young axial -valley silt, sand, and gravel deposits RPA
Registered Professional Archaeologist
SBCHS
San Bernardino County Historical Society
SBCM
San Bernardino County Museum
SCCIC
South Central Coastal Information Center
SLF
Sacred Lands File
SRI
Statistical Research, Inc.
UCR
University of California at Riverside
USGS
United States Geological Survey
WPLT
Western Pluvial Lakes Tradition
XPI
Extended Phase I
YSMN
Yuhaaviatam of San Manuel Nation
iii
DuKE CULTURAL RESOURCES MANAGEMENT
INTRODUCTION
DUKE Cultural Resources Management, LLC (DUI C R M) is under contract to CASC Engineering & Consulting (CLIENT) to provide cultural resources services for the Rockwell TTM 20372 Project (Project) located in the City of Yucaipa, County of San Bernardino, California. The purpose of this report is to document compliance with the California Environmental Quality Act (CEQA). The City of Yucaipa (City) is the CEQA lead agency.
Project Description
The Project is located in the City of Yucaipa in southwestern San Bernardino County (Figure 1) within Section 3, Township 2 South, Range 2 West, as depicted on the Yucaipa, Calif. United States Geological Survey (USGS) 7.5-minute quadrangle (Figure 2). It is located at the northeast corner of Avenue E and 12th Street within APNs 0318-021-18, -19, and -58 (Figure 3). The Project is approximately 15 acres in size, and will involve construction of a community consisting of 128 two-story townhomes, three (3) community open space areas, and two (2) stormwater retention basins. The Project proposes to demolish the existing single-family home and associated structures within APN 0318-021-58; the other two parcels are vacant. The maximum depth of ground disturbance will be approximately five (5) feet below existing natural grade, or three (3) feet below proposed foundations, whichever is greater.
Regulatory Context
Existing state and local regulations require the identification of cultural resources during the planning stage of new projects.
CEQA
CEQA Guidelines define a historical resource as a resource listed in or determined eligible for listing in the California Register of Historical Resources (CRHR). This includes cultural resources that have been determined for a local register or through a local historic resources survey. A resource may be considered potentially eligible for listing in the CRHR if it meets any of the four criteria listed below:
1. Is associated with events that have made a significant contribution to the broad patterns of California's history and cultural heritage.
2. Is associated with the lives of persons important in our past.
3. Embodies the distinctive characteristics of a type, period, region, or method of construction; represents the work of an important creative individual; or possesses high artistic values.
4. Has yielded or may be likely to yield information important in prehistory or history.
Furthermore, CEQA necessitates that the lead agency considers whether the project will significantly affect unique archaeological resources that are ineligible for listing in the CRHR and to avoid these unique archaeological resources when possible or mitigate any effects to less than significant levels (PRC 21083.2). As stated by CEQA, a unique archaeological resource means an archaeological artifact, object, or site which clearly demonstrates with a high probability that it meets, without merely adding to the current body of knowledge, any of the following criteria:
1. Contains information needed to answer important scientific research questions and that there is a demonstrable public interest in that information.
2. Has a special and particular quality such as being the oldest of its type or the best available example of its type.
3. Is directly associated with a scientifically recognized important prehistoric or historic event or person.
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DUKE CULTURAL RESOURCES MANAGEMENT
Research Design
The primary purpose of this undertaking is to identify cultural resources within the Project that may be eligible for the CRHR and to determine what impacts proposed Project will have on those historical resources. This research design and associated methodology is developed to interpret these resources in the context of the cultural traditions represented. This includes those represented by Native American, Hispanic, Anglo-American and other cultural traditions.
At the theoretical level, archaeological investigations are based on partial and fragmented remnants of material items from past cultures, and they are therefore considered through the perspective of Cultural Materialism.
The premise of Cultural Materialism links materials, as represented by those items in the archaeological record, to the patterned action of human behavior within specific environments (culture) (Harris 1968:659). We consider Cultural Materialism to be a theoretical premise encompassing all other assumptions.
Research questions for survey -level investigations are generally based on information specific to the Project area and make use of previously gathered data. Prehistoric research would generally utilize a cultural ecology model with a focus on the relationships between functional site types and resource locations. Historic research would similarly focus on understanding how occupants of a region utilized the environment. Identified resources would be traced through documentation to individuals or groups whenever possible and correlated with identities of the occupants to formulate further research questions.
The Project is subject to CEQA which requires that lead agencies, in this case the City, consider impacts to historical resources that are potentially eligible for the CRHR. This report also considers impacts to cultural resources that are potentially eligible for the National Register of Historic Places (NRHP).
Basic research questions include:
1. Are cultural resources located within the Project?
a. Are the conditions conducive to cultural resources within the Project? b. What is the sensitivity of the Project location for cultural resources? c. What is the level of prior disturbance to the property? d. Are there cultural resources that may be impacted by the Project? e. What is the potential for buried cultural resources?
2. Should any cultural resources be considered potential historical resources for the purposes of CEQA, potentially NRHP- and the CRHR-eligible criteria or significant resources according to CEQA, and do they possess integrity?
3. What impacts will the proposed Project have on any potential historical resources?
4. What treatment, avoidance and/or mitigation measures can be implemented to decrease the level of impact to potential historical resources to less than significant?
SETTING
Natural Setting
California is divided into 11 geomorphic provinces, each naturally defined by unique geologic and geomorphic characteristics. The Project is located in the northeastern portion of the Peninsular Ranges geomorphic province. The Peninsular Ranges province is distinguished by northwest trending mountain ranges and valleys following faults branching from the San Andreas Fault. The Peninsular Ranges are bound to the east by the Colorado Desert and extend north to the San Bernardino — Riverside county line (Norris and Webb 1976), west into the submarine continental shelf, and south to the California state line and beyond.
The Project consists of an approximately 15-acre area in the City of Yucaipa, located within the Yucaipa Valley approximately four (4) miles southwest of the foothills of the San Bernardino Mountains (see Figure 1). The Project consists of a generally flat area with an adjacent channelized drainage immediately east (see Figures 2 & 3). The Project area is approximately 2,150 feet above sea level.
The Project area is geologically and geographically characterized by very young sand and gravel active wash deposits (QQgm) overlying and surrounded by older Holocene to late Pleistocene young axial -valley silt, sand,
DUKE CULTURAL RESOURCES MANAGEMENT
T
and gravel deposits (Qya) (Matti et al. 2003). Soils within the Project area consist primarily of Hanford series granitic sandy loam deposits in the western portion of the Project and Tujunga series granitic alluvium in the eastern portion of the Project. Both soil types are generally deep and well -drained, and form on alluvial fans and floodplains (SoilWeb 2024).
Cultural Setting
Prehistory
Two primary regional schemas are commonly cited in the archaeological literature for western San Bernardino County where the Project is located. These schemas or syntheses generalize the presence or absence of certain artifact types into explanatory frameworks of temporal chronologies and/or subsistence practices. Schemas are necessary because many archaeological sites lack material conducive to absolute dating, e.g., carbon for radiometric (14C), and to cross -date sites by comparison to either coastal or desert chronologies with established chronological sequences backed by absolute dates. In western Riverside County, it is thought to be the meeting ground of both coastal and inland desert schemas and neither exclusively explains prehistoric finds.
The first schema, advanced by Wallace (1955), defines four cultural horizons for the southern California coastal province, each with characteristic local variations:
I. Early Man (-9000-8500 B.P.) is a hunting culture based on almost exclusive evidence of chipped - stone hunting materials: dart points, scrapers, choppers, and bifaces.
II. Milling Stone (8500-4000 B.P.) reflects a change to a more sedentary, plant -collecting lifestyle as evidenced by the introduction and dominance of milling stone artifacts and a decrease in well - made projectile points.
III. Intermediate (4000-1500 B.P.) is characterized by a larger dependency on hunting, use of the dart and atlatl, and the shift from using the mano/metate to mortar/pestle. However, knowledge of this horizon suffers from lack of knowledge about what occurred during this time, not a lack of inhabitants along the southern California coast.
IV. Late Prehistoric (1500-200 B.P.) contains a more nuanced artifact assemblage indicative of a more complex lifestyle and an increase of population. This horizon is characterized by an increase in bow and arrow use, steatite containers, pottery, circular fish hooks, perforated stones, asphaltum, diversified bone tools, ample shell ornaments, and elaborate mortuary customs.
Warren and Crabtree (1986) employ a more ecological approach to the deserts of southern California, defining five (5) traditions in prehistory:
I. Lake Mojave (12000-7000 B.P.)
II. Pinto (7000-4000 B.P.)
III. Gypsum (4000-1500 B.P.)
IV. Saratoga Springs (1500-800 B.P.)
V. Shoshonean (800-200 B.P.)
Warren and Crabtree (1986) viewed cultural continuity and change in terms of various significant environmental shifts, defining the cultural ecological approach for archaeological research of the California deserts. The authors viewed changes in settlement pattern and subsistence as cultural adaptations to a changing environment, beginning with the gradual environmental warming in the late Pleistocene, the desiccation of the desert lakes during the early Holocene, the short return to pluvial conditions during the middle Holocene, and the general warming and drying trend, with periodic reversals, that continues to this day. The work by Warren and Crabtree (1986) is built upon, in part, by Warren (1980) in which he argued for a chronology based on projectile points as period markers backed by radiocarbon assays providing absolute dates.
The two (2) schemas contrast in important ways. The units employed by Warren (1968) are "traditions," and in contrast to Wallace (1955), traditions may be spatially restricted but display temporal continuity. For Wallace, "horizons" or "periods," are extensive through space but restricted in time. More recent schema have been attempted to reconcile these differences. As presented below, Koerper and Drover (1983) synthesized 6 DUKE CULTURAL RESOURCES MANAGEMENT
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chronologies for coastal southern California and employed Wallace's (1955) horizon terminology but use radiometric data to sequence stylistic changes observed in the artifact assemblages, which they interpreted as material indication of cultural change through time. Regardless of the overall schema to best explain the prehistory of western Riverside County, the region can be understood within broad chronological frameworks and as the meeting ground of the coastal and desert subsistence patterns.
Early Holocene (11, 600 — 7,600 BP)
Traditional models of the prehistory of California hypothesize that its first inhabitants were the big game hunting Paleoindians who lived at the close of the last ice -age (-11,000 years before present [BP]). As the environment warmed and dried, large Ice Age fauna died out, requiring adaption by groups to survive. The western Great Basin and deserts of southern California were characterized by large pluvial (rainfall -fed) lakes, streams, marshes, and grasslands. The human response to this environment is known as the Western Pluvial Lakes Tradition (WPLT) (Moratto 1984). The WPLT is generally identified by an advanced flaked -stone industry of foliate knives/points, Silver Lake and Lake Mojave points, lanceolate bifaces, and long-stemmed points. Other flaked -stone tools include crescents, scrapers, choppers, scraper -planes, hammer stones, cores, drills, and gravers. People of this period hunted diverse populations of smaller animals and collected a wide number of plants from diverse eco-zones. Importantly, this period lacks widespread evidence of milling stones, and, therefore, hard seed processing was likely not widely practiced. Sites are generally found along the shores of former pluvial lakes, marshes, and streams (Moratto 1984). The desert manifestation of the WPLT is the Lake Mojave Complex, while along the coast the WPLT is seen in the San Dieguito Complex. Along the coast, rising sea levels created bays and estuaries. Following initial settlement along the coast, groups adopted marine subsistence including fish and shellfish. These shell middens contain flaked cobble tools, metates, manos, discoidals, and flexed burials and allowed for a semi sedentary lifestyle (Byrd and Raab 2007). Eventually, shellfish became the primary source of food, while plant gathering, hunting and fishing were less important.
The Paleocoastal Tradition (PCT) has many similarities to the WPLT, but it reflects a coastal adaptation (Davis et al. 1969). PCT sites are located along bays and estuaries. Subsistence patterns indicate the eating of mollusks, sea mammals, sea birds, and fish in addition to land plants and animals. The argument for a PCT has gained momentum based on a vast amount of recent research that has been conducted along the California coast and the Channel Islands (Byrd and Raab 2007). A recent study dates habitation on San Miguel Island back to —11,300 BP (Daisy Cave), while a site on San Clemente (Eel Point) shows that a Paleocoastal Tradition was entrenched at Eel point in the early Holocene, with the hunting of seals, sea lions, and dolphins, as well as the gathering of shellfish (Byrd and Raab 2007).
Middle Holocene (7,600 — 3,650 BP)
The middle Holocene was a time of change and transition. As conditions continued to warm and dry, lakes and streams in the desert disappeared, and ancient inhabitants shifted to a mixed food procurement strategy with emphasis on gathering shellfish, grasses, and hard seeds. Fishing and the hunting of smaller animals played a less significant role in day-to-day activity. This shift in subsistence is what Wallace (1955) named the Millingstone Horizon and this name has continued among archaeologists studying the coastal province of southern California. Large habitations are seen in the inland areas and considerable variability is seen along coastal occupation of southern California. Trade networks are postulated by researchers that have dated Olivella grooved rectangle shell beads as far north as central Oregon dating to 4,900-3,500 BP (Byrd and Raab 2007).
Characteristics of middle Holocene sites include ground stone artifacts (manos and metates) used for processing plant material and shellfish, flexed burial beneath rock or milling stone cairns, flaked core or cobble tools, dart points, cogstones, discoidals, and crescentics.
LateHolocene (3,650 — 233 BP)
During the late Holocene there was a migration of Takic speakers from the San Joaquin Valley into southern California (Sutton 2009, 2010). Characteristics of the late Holocene include the introduction of the bow and arrow, mortar and pestle, use of ceramics, and a change to more complex and elaborate mortuary behaviors.
Technologies associated with marine resource exploitation proliferated and diversified. The climate fluctuated with periods of drought alternated with cooler and moister periods (Vellanoweth and Grenda 2002; Byrd and Raab 2007; Jones et al. 2004). This resulted in dynamic regional cultural patterns with considerable local 7 DUKE CULTURAL RESOURCES MANAGEMENT
variation. Byrd and Raab (2007) suggest that foragers in southern California over -exploited high -ranked food, such as shellfish, fish, marine and land mammals, and plant remains. This led to resource depression, causing people to forage and process more abundant but higher cost resources. Throughout this period, economic and social diversity flourished and became increasingly complex, and populations continued to grow.
Ethnography
The Project is located in an area that was shared between the Cahuilla and the Serrano at the time of European contact. These groups are both members of the Takic subfamily family of the Uto-Aztecan language family (Moratto 1984), which is thought to have entered the southern California or the Mojave Desert region roughly 3,500 —1,500 years BP (Sutton 2009).
Cah ullla
Cahuilla territory included the Coachella Valley as well as the San Jacinto and Santa Rosa mountain ranges. The Cahuilla called themselves the Iviatim; the word "Cahuilla" is likely derived from kawi a, the word for "master" in the Cahuilla dialect ivia. This dialect belongs to the Cupan language subgroup of the Takic language family.
Bean and Smith (1978a) estimated that the Cahuilla numbered between 6,000 and 10,000 at the time of Spanish contact. Although ethnographers categorize the Cahuilla population by habitation locale (Mountain, Pass, and Desert), the Cahuilla divided themselves first into two moieties (Wildcat and Coyote) with subdivisions based on patrilineal descent clans and further subdivisions within clans based on politically important lineages.
According to Franciscan Mission records and ethnographic information, each lineage occupied their own village (Earle 2004). The nearest ethnographically known Cahuilla village to the Project is Saxbatpa, thought to be located approximately 2.3 miles southwest of the Project.
Cahuilla clans were led politically and ceremonially by a Chief, or Net. The Net controlled the sacred dance house and the sacred bundle, masut, which consisted of matting wrapped around items sacred to the clan. The masut was the sacred expression of each clan. Like other Takic-speaking groups, the Cahuilla would publicly gather for the naming of children, marriage, male and female initiation ceremonies, the ascendency of a Net, Eagle -Killing ceremonies, and mourning ceremonies. Mourning ceremonies took place as a way to collectively mourn all those that had died since the previous mourning ceremony. Each person was cremated along with his or her possessions in a ceremony separate from the larger mourning ceremony. Mourning ceremonies were one of the most important ceremonies in that sacred songs were sung, sacred dances were danced, and moieties exchanged food and other valued goods (Bean 1972; Hooper 1920).
The three ethnographically documented Cahuilla habitation zones (Mountain, Pass, and Desert) serve as guidelines for understanding their subsistence practices. In general, the Mountain and Pass Cahuilla diet emphasized acorn, yucca, agave, and pinyon gathering in the mountain and foothill regions. In contrast, the Desert Cahuilla focused on the gathering of mesquite, cactus, and hard seeds. These are generalizations, however, and Desert Cahuilla sometimes utilized resources in the foothills (Bean and Saubel 1972). The Cahuilla were also observed to cultivate small quantities of corn, beans, squash, pumpkins, melons, and wheat as early as 1824 by the Romero expedition. These crops potentially made their way to the region from the Colorado River area, and ethnographic interviews suggest that cultivation of these crops was a recent practice at that time (Bean et al. 1995).
Serrano
The Serrano inhabited the San Gabriel and San Bernardino Mountains, the Mojave Desert, and the San Bernardino Valley. The Serrano language is a dialect of the Serran subgroup of the Takic language family (Bean and Smith 1978b). Various ethnographees divide the Serrano into two groups (Mountain and Desert Serrano).
The Desert Serrano were uniquely adapted to living year-round in desert conditions, with some expeditions to higher altitudes and to the Colorado River to collect varied resources.
The Serrano lived in small villages near permanent water sources. Sutton and Earle (2017) estimated the population of Desert Serrano to be approximately 700 in 1776. The nearest ethnographically known Serrano village to the Project is Amutskupiabit, located approximately 23 miles northwest. Villages were usually composed of related family lineages. Like the Cahuilla, the Serrano had two patrilineal moieties, Wildcat and
DUKE CULTURAL RESOURCES MANAGEMENT
Coyote. These moieties commonly intermingled for marriage, economic reciprocity, or ritual, and villages often consisted of two or more lineage sets bound by these factors (Bean and Smith 1978b). Structures within villages were thatched of brush or reeds, and consisted of dwellings, ramadas, granaries, sweathouses, a ceremonial structure, and a cemetery. The Serrano cremated their dead and participated in mourning ceremonies. The spiritual leader of the village, known as the ki-ka?, lived in the ceremonial structure and maintained the village's rituals and ceremonies. The Serrano divided control of the sacred space and ceremony between the two moieties, a practice unique among Takic-speaking groups (Bean and Smith 1978b).
The Serrano were hunter -gatherers who exploited a wide variety of resources based on specific environment and seasonality. They gathered desert plants including Joshua Tree flowers, mesquite bean, yucca, cacti, and desert seed plants, and also gathered higher elevation plants such as pinyon nuts and acorns. A wide variety of large and small game was hunted. Food preparation implements included earth ovens, watertight baskets, heated stones, shallow trays, metates, wooden and stone manos, flint knives, stone and bone scrapers, pottery trays and bowls, baskets, and horn and bone spoons and stirrers. The Serrano regularly traded with groups along the Colorado River and along the coast (Bean and Smith 1978b).
History
In California, the historic era is generally divided into three periods: the Spanish or Mission Period (1769 to 1821), the Mexican or Rancho Period (1821 to 1848), and the American Period (1848 to present). The first Europeans to explore the coast of California belonged to the 1542 expedition of Juan Rodriguez Cabrillo.
Europeans are thought to have first visited the interior of California in 1769, when Gaspar de Portola led an overland expedition from San Diego to Monterey. Two later expeditions were led by Juan Bautista de Anza in 1774 and 1775 from Sonora, Mexico through southwestern Arizona and southern California (Brown 2001).
The Spanish government began establishing missions in San Diego in 1769 to facilitate colonization and deter rival European nations. In 1819, near the end of the period of Spanish colonization of California, the San Bernardino de Sena Estancia was established in what is now Redlands to serve the nearby Mission San Gabriel in the Los Angeles area. The Mill Creek Zanja was also built during this time, allowing for increased farming and ranching in the area (Yucaipa Valley Water District n.d.).
Mexico won independence from Spain in 1822. The Mexican Period is largely identified with the ranchos bestowed on individuals in large part through the land grant system as lands became available through the secularization of the missions that began in 1826 after a decree from Governor Jose Maria Echeandia (Engstrand and Ward 1995). The Project is located on land that was part of the original Rancho San Bernardino land grant deeded to the Lugo and Sepulveda families by Governor Juan B. Alvarado during the Mexican Period in 1842 (Ogden 1862). Throughout the Mexican period, grazing and agricultural development in the Yucaipa Valley continued to grow, in part due to the expansion of irrigation efforts (Yucaipa Valley Water District n.d.).
The Mexican Period ended in California on June 14, 1846, when a band of American settlers supported by explorer John C. Fremont captured Mexican general Mariano Guadalupe Vallejo in a raid in Sonoma. This became known as the "Bear Flag Revolt," and it established the short-lived California Republic, which ended on July 7, 1846 when U.S. Navy forces captured Monterey. The war between the U.S. and Mexico ended in 1848 with the signing of the Treaty of Guadalupe Hidalgo, which greatly expanded U.S. Territory including California in exchange for $15 million paid to Mexico (Rolle 2003).
California became a state in 1850 and a major destination for Anglo-American settlers from the eastern side of the U.S., in large part due to the publicized discovery of gold in the Sierra Nevada foothills. Between 1850 and 1900, the population of California grew dramatically from approximately 93,000 to 1,500,000 (U.S. Census 1995). Although property rights of rancho owners were secured by the Treaty of Guadalupe Hidalgo, many ranchos were transferred and subdivided as California transitioned from a ranching to an agricultural economy.
Anglo-American settlers and immigrants from Europe, Asia, and Central and South America all settled into the Los Angeles Basin and surrounding areas. Agricultural development in the Yucaipa Valley continued to expand in the American period, and the area began to urbanize beginning in the 1950s due to post -World War II
DuKE CULTURAL RESOURCES MANAGEMENT
development pressures. This urbanization continued into the Yucaipa Valley and the surrounding Inland Empire area (Yucaipa Valley Water District n.d.).
METHODS
Personnel
The records search, field survey, and Extended Phase I (XPI) fieldwork was conducted by Alexandria Bulato, Bachelor of Arts (B.A.) (Appendix A. Resumes). Ms. Bulato is the Archaeologist assigned to the Project for DUKE CRM and is the primary author of this report. Ms. Bulato holds a B.A. in Anthropology with an emphasis in archaeology from California State University, San Bernardino. She has worked in all phases of archaeology since 2016 throughout southern and central California and parts of Arizona and is cross -trained in the identification of paleontological resources.
All work was conducted under the direct supervision of Curt Duke, Master of Arts (M.A.), Registered Professional Archaeologist (RPA). Mr. Duke is the Principal Archaeologist of DUKE C R M . Mr. Duke meets the Secretary of the Interior professional qualifications for prehistoric and historical archaeology and has worked in all phases of archaeology (archival research, field survey, testing and data recovery excavation, laboratory analysis, construction monitoring) since 1994. Mr. Duke holds an M.A. in Anthropology with an emphasis in archaeology from California State University, Fullerton. Mr. Duke has worked throughout southern and northern California and parts of Arizona and Nevada.
Research
Records Search
On March 13, 2023, DUKE CRM conducted a records search at the South Central Coastal Information Center (SCCIC). The SCCIC is part of the California Historical Resources Information System (CHRIS) and is located at California State University, Fullerton. The records search included a review of all recorded cultural resources and reports within a 1/2-mile radius of the Project. DUKE CRM also examined the California Built Environment Resources Directory (BERD), which is maintained by the State Historic Preservation Officer and includes the NRHP, CRHR, California Points of Historical Interest, and California Historical Landmarks.
OtherResearch
DUKE CRM also consulted the Cultural Resources Assessment appendix to the 2016 Final Environmental Impact Report for the City of Yucaipa General Plan. The internal archives at DUKE C R M were also inspected for relevant background information. Additionally, a review of historical aerial photographs and historical topographic maps was conducted using the University of California, Santa Barbara's online FrameFinder program and the USGS Historical Topographic Map Explorer.
A request for a Sacred Lands File (SLF) search was submitted to the Native American Heritage Commission (NAHC) on March 7, 2023 to ascertain the presence of known sacred sites, Native American cultural resources, and/or human remains within the boundaries of the proposed Project and the surrounding area.
Field Survey
DUKE CRM archaeologist Alexandria Bulato, B.A., conducted an intensive pedestrian survey of the Project area on April 27, 2023. The goal of the pedestrian survey was to identify prehistoric or historic era cultural resources on the surface of the Project. The majority of the approximately 15-acre Project boundary was intensively surveyed using parallel transects spaced no more than 15 meters apart (see Figure 3: Project Aerial Photo). A Spectra GPS, and field map were used to locate the Project boundary, and photos were taken on an iPhone 13 smartphone.
Extended Phase I Survey (XPI)
The XPI was conducted in order to identify buried archaeological deposits and/or features if they exist within the Project. The XPI was proposed based on the results of the research conducted as part of the Phase I study. 10 DUKE CULTURAL RESOURCES MANAGEMENT
The field survey determined that the surface of the Project area has been highly disturbed; however, because the depth of disturbance was unknown and due to the Project's proximity to a Native American village, resource P-36-001000, it was anticipated that potential cultural resources could be encountered during the XPI survey.
The XPI program was designed to determine if portions of P-36-001000 extend into the Project; to identify previously unrecorded archaeological resources that may exist within the Project; to define the horizontal and/or vertical site boundaries of any archaeological resources that may exist within the Project, and to determine whether any archaeological resources that may exist within the Project are so disturbed that they would not be considered eligible for the CRHR and therefore would not be considered significant under CEQA.
These goals were accomplished through the use of mechanical excavation, observations of stratigraphic profiles, and screening of excavated soils. Mechanical trenching was chosen over hand excavation (e.g. shovel test pits) because it allows for greater depth of excavation and the exposure of more sediment, therefore providing a higher degree of confidence that buried archaeological resources will not be discovered during Project construction.
To examine the Project area for buried archaeological resources, a total of nine (9) trenched were excavated within the Project using a backhoe. Trenches measured three (3) feet wide, 15 feet long, and were excavated to depths between five (5) and eight (8) feet. Trenching was completed in two (2) days by a crew consisting of one (1) field director, one (1) field technician, and one (1) backhoe operator. A sample of five (5) 5-gallon buckets of soil was screened through 1/8-inch mesh for each one (1)-foot (12-inch) level. No artifacts were collected; analysis of artifacts was conducted in the field, and any observed artifacts were returned to the trenches prior to backfilling. A representative from the Yuhaaviatam of San Manuel Nation (YSMN) was present during excavations.
RESULTS
Research
Records Search
SCCIC records indicate that a total of 22 cultural resource reports cover areas within 1/2 mile of the Project (Table 1). Of these, one (1) report covers the Project area. This report, SB-00973, was a study completed in 1980 for the extension of Oak Glen Road. It covers a small portion of the northeast corner of the Project area, and it did not document cultural resources within the Project. Additionally, one (1) report covers an area directly adjacent to the Project to the east. This report, SB-00578, was a study completed in 1977 that did not document cultural resources within the Project.
Table 1: Cultural Resource Studies within % mile ofthe Project Report
Year
Report Title
Authors
Sites within the
No.
Project area
SB-
1958
Archaeological Investigations in the Yucaipa
Hicks, Frederic
None
00040
Valley.
SB-
1973
Schumaker East and Schumaker West.
Smith, Gerald A.
None
00142
SB-
1976
A Cultural Resources Survey Report, Yucaipa
San Bernardino
None
00338
Valley County Water District.
County Museum
Association
SB-
1976
Environmental Impact Evaluation: Test
Martz, Patricia
None
00339
Excavation at SBR-1000, Yucaipa Valley County
Water District Sanitary Sewers Project.
SB-
1977
Archaeological Investigations at CA-SBR-1000,
Martz, Patricia
None
00378
Yucaipa, California.
SB-
1977
Archaeological — Historical Resources Assessment
Hearn, Joseph E.
None
00578
of Tract 10044, Yucaipa Area.
11 DUKE CULTURAL RESOURCES MANAGEMENT
Report
Year
Report Title
Authors
a
Sites within the
No.
A
Project area
SB-
1980
An Archaeological Assessment of the Village of
Leonard, Joanne
None
00957
Yukai- a-t SBR-1000 .
C.
SB-
1980
Oak Glen Road Extension: An Addendum to the
Leonard, Joanne
None
00973
Archaeological Assessment of the Realignment of
C.
Avenue E.
SB-
1988
Archaeological Monitoring for the Sun Glen
Swanson, Mark T.
None
01836
Project, Tract 10069, Yucaipa Area, San
Bernardino County.
SB-
1989
Cultural Resources Reconnaissance of the
Bissell, Ronald M.
None
01849
Frontrunner Homes Property, Yucaipa, San
Bernardino County, California.
SB-
1989
A Preliminary Report on the 1972-76 Excavations
Tenney, Christy
None
02048
at CA-SBR-1000/H, Yucaipa, California.
SB-
1990
Compendium of Results of Obsidian Studies for
Infotec Research
None
02059
Study Area Sites: Appendix to Prehistoric Sites in
the Prado Basin, California: Regional Context and
Significance Evaluation.
SB-
1990
Glass Beads from the 1977 University of Redlands
Ross, Lester A.
None
02068
Archaeological Excavations at the Southern Tip
of the Yucaipa Rancheria Site (CA-SBR-1000/H),
Yucaipa, San Bernardino County, California.
SB-
1977
The Faunal Analysis of SBR-1000, Yucaipa,
Strand, Jennifer
None
02566
California.
SB-
1991
Analysis of Floral -Faunal Remains from Soil
Ridgeway, Ginger
None
03006
Samples of the Martz Excavation.
SB-
1996
Cultural Resource Assessment of the Oak Glen
Lerch, Michael K.
None
03128
Road Extension, Ave E to Ave F, Yucaipa, San
Bernardino County, California.
SB-
1996
Village Life at Yukapa'f Archaeological Data
Grenda, Donn R.
None
03130
Recovery at CA-SBR-1000/H, Yucaipa,
California.
SB-
1996
An Archaeological Study and Geological
Sander, Jay K.
None
03260
Monitoring at Cook's Subdivision, Yucaipa, San
Bernardino County, California.
SB-
1998
Between The Coast and The Desert:
Grenda, Donn R.
None
03607
Archaeological Data Recovery at the Yuka pa't
Site, CA-SBR-1000/H, Yucaipa, California.
SB-
2005
For Low -Water Crossing Improvements on 10th
Heidelberg, Kurt
None
04838
Stret at Wilson Creek in the City of Yucaipa, San
and David
Bernardino.
Bricker
SB-
2005
A Phase 2 Historical and Architectural Survey of
Hatheway, Roger
None
04840
the Butler/James Ranch Residence Located at
The Clover Cell Site, 32645 Yucaipa Boulevard,
Yucaipa, California.
SB-
2008
Cultural Resource Records Search and Site Visit
Bonner, Wayne
None
06136
Results for Royal Street Communications
H. and Mamie
California, LLC Candidate LA3213A (Yucaipa
Aislin-Kay
YUSD), 33000 Yucaipa Boulevard, Yucaipa, San
Bernardino County, California.
No cultural resources have been recorded within the Project. Three (3) cultural resources have been recorded within a '/Z-mile radius of the Project (Table 2). One (1) of these resources, P-36-001000, is the 12 DUKE CULTURAL RESOURCES MANAGEMENT
village of Yukaipa't, a prehistoric habitation site located approximately 0.1-mile east of the Project. The other two (2) resources recorded within '/z mile of the Project are historic in age. One historic era resource, P-36- 012311, is a single-family residence in the Colonial revival style located approximately 0.45-mile northwest of the Project. The other historic era resource, P-36-014490, is a refuse dump consisting of refuse dating to the mid-1950s along with modern industrial refuse located approximately 0.45-mile east of the Project.
Table 2.• Previously Identified Cultural Resources within % mile of the APE Resource No.
Resource Type
Description
Distance & Direction
P-36-001000
Prehistoric
Prehistoric village site of Yukai a't
0.1-mile East
P-36-012311
Historic
Single-family residence
0.45-mile Northwest
P-36-014490
Historic
Refuse scatter
0.45-mile East
P-36-001000
The Yukaoa't village site, also designated as the Yucaipa Rancheria, was originally recorded in 1947 by Gerald Smith of the San Bernardino County Museum (SBCM). Various studies have been conducted at the site since its recordation by the SBCM, San Bernardino County Historical Society (SBCHS), University of Redlands, University of California at Riverside (UCR), and by several private cultural resources management firms. These studies have interpreted P-36-001000 as a habitation site occupied from the late prehistoric through the protohistoric period. Analyses have generally separated the site into three (3) spatially and temporally distinct areas: Greven's Knoll, located within the northeastern portion of the site east of 10th Street and thought to represent the earliest occupation; Simpson's Property, located downslope from Greven's Knoll west of 101h Street and thought to represent a late prehistoric component of the site; and Cook's Property, located at the southern end of the site south of Avenue E thought to represent a protohistoric-historic period deposit (Grenda 1998).
Data recovery excavations were conducted within Greven's Knoll in 1947 by the Archaeological Survey Association and the SBCHS. These excavations recovered a variety of artifacts including ground stone (including manor, metates, cogged stones, and discoidals), flaked stone (including large dart points), shell beads, and ceramic fragments. A single flexed burial was also discovered. Analysis of the assemblage from Greven's Knoll by UCR in 1977 and by Statistical Research, Inc. (SRI) from 1994 through 1996 concluded that this area represents the earliest occupation of the site during the late prehistoric period, and that this occupation is thought to have had a relatively small population density in comparison to later occupations (Martz 1977, Grenda 1998).
Simpson's Property was excavated by the SBCM in 1947, in 1948 and 1949 by the University of Redlands, and in 1977 by UCR. Three (3) test pits and one (1) trench excavated in 1947 recovered artifacts including ground stone (mortars and pestles), flaked stone (small triangular side -notched points), and stone and shell beads, as well human skeletal material representing at least three (3) burials. This 1947 study also noted very dark midden soils within this portion of the site. Subsequent excavations in 1948 and 1949 revealed an earlier cultural deposit approximately 6-7 feet below surface and noted as being buried below a sterile layer. Five (5) test units excavated by UCR (Martz 1977) exposed an additional cultural deposit approximately four (4) feet deep. SRI analyzed this deposit, along with the earlier material from the 1940s excavations, as being indicative of a slightly later occupation with a higher population density than the occupation at Greven's Knoll (Grenda 1998).
Excavations were conducted within Cook's Property from 1973-1977 by the University of Redlands; in 1977 by UCR; and from 1996 through 1998 by SRI. The University of Redlands study involved excavation of 46 test pits, and recovered ceramics, flaked stone, ground stone, as well as glass trade beads and other historical period artifacts. The remains of an adobe structure, thought to be occupied from approximately 1853-1877, were also discovered within this southern portion of the site. The University of Redlands study produced very little written documentation to accompany the artifact assemblage, but the materials from this study and from the excavation of an additional 21 test units were analyzed by UCR and were determined to indicate a protohistoric occupation of the site (Martz 1977). SRI (Grenda 1998) excavated an additional nine (9) backhoe trenches and 12 shovel test pits within Cook's Property between 1994 and 1996. These excavations did not expose any features, but recovered a total of 5,966 flaked stone artifacts, 72 ground stone artifacts, seven (7) shell artifacts, 13 DUKE CULTURAL RESOURCES MANAGEMENT
93 ceramic artifacts, and 26,817 faunal bone fragments. These artifacts were analyzed along with the artifact assemblage from the previous excavations, and Cook's Property was interpreted to represent a late prehistoric/early protohistoric seasonal occupation of the site (Grenda 1998).
The site was designated as California Historical Landmark (CHL) #620 in 1957. The entry for the site in the CHL lists the address for both the Yucaipa Adobe and the Yucaipa Rancheria as 32183 Kentucky Street, which is approximately 1.25 miles southwest of the site, but the entry for the site in the CHL indicates that it is located at the intersection of Avenue E and 10th Street.
Other Research
Review of the BERD and the Cultural Resources Assessment appendix to the 2016 Final Environmental Impact Report for the City of Yucaipa General Plan did not identify any additional cultural resources within the Project area.
The 1901 Redlands, Calif. 1:62,500 historical topographic map (USGS 1901) depicts a road south of the current alignment of Avenue E and north of the current alignment of Interstate 10, but no other development in the vicinity of the Project. The 1954 Yucapa, Calif. 1:24,000 historical topographic map (USGS 1954) depicts Avenue E in approximately its current alignment, as well as the Dunlap School at the northeast corner of Avenue E and 12th Street to the west of the Project. Several buildings are also depicted at the southeast corner of Avenue E and 12th Street, but no development is depicted within the Project aside from orchards covering the western two-thirds of the Project. A 1953 historical aerial photograph (FrameFinder 1953) confirms that there was no development within the Project at that time and shows that the Project area was at that time being used for agriculture. A 1962 historical aerial photograph shows no apparent change from the 1953 aerial. The 1967 Yucapa, Calif. 1:24,000 historical topographic map (USGS 1967) shows that Avenue E had by that time been slightly realigned to the south in the vicinity of the Project, but no other further development is depicted within the Project. A 1980 historical aerial photograph (FrameFinder 1980) shows that the structure in the southeast corner of the Project area had been constructed by that time but not before 1969. A 1989 historic aerial photograph (FrameFinder 1989) depicts that a housing development had by that time been constructed adjacent to the Project to the east, within the boundary of P-36-001000. The 1996 Yucapa, Calif. 1:24,000 historical topographic map (USGS 1996) also depicts that development, but no other changes are apparent.
The village site of Yukapa't does not appear on a map of historic and ethnohistoric villages prepared by the Agua Caliente Band of Cahuilla Indians. The nearest ethnographically known Native American village to the Project was Saxhatpa, thought to be located southwest of what is now the City of Calimesa, approximately 2.3 miles southwest of the Project. Another village, Ackit Wanakik, is thought to be located approximately 7.6 miles southeast of the Project within what is now the community of Cherry Valley.
The NAHC responded to the SLF search request on March 28, 2023, and indicated that the results of the SLF search were positive. The NAHC recommended that DUKE CRM contact the YSMN and the Morongo Band of Mission Indians (MBMI) for information regarding potential sacred sites within or adjacent to the Project.
DUKE CRM contacted the YSMN and the MBMI via email on May 24, 2023 to request information. Ryan Nordness of the YSMN responded via email on June 8, 2023 stating that: "The proposed project is located in the immediate vicinity of the known Serrano placename and associated archaeological village site of Yucapat.
Since 2020, multiple testing methods have taken place in this area (cadaver dog, [Ground Penetrating Radar (GPR)], STPs, etc.) that have indicated the proposed project area to be of incredibly high sensitivity for cultural resources, as well as unanticipated human remains. The area is of high concern and cultural sensitivity to the YSMN, and the department is interested in consulting whenever this project moves into AB52/CEQA territory."
DUKE CRM responded to the YSMN requesting a copy of the report detailing this testing. On June 28, 2023, Jamie Nord of the YSMN responded and provided a citation for the study, which was completed in 2022 by Heather McDaniel McDevitt for Dudek. The title of the report indicates that the study involved a forensic canine survey and the use of GPR, and that it was completed within APN 0318-06-126, which is located at the southeast corner of Avenue E and Oak Glen Road approximately 0.15 miles southeast of the Project. DUKE CRM reached out to Ms. McDaniel McDevitt to request a copy of the report, but a response has not been 14 DUKE CULTURAL RESOURCES MANAGEMENT
received to date. As of the date of this report, the MBMI has not responded to DUKE CRM's request for information.
Field Survey
DUKE CRM Archaeologist Alexandria Bulato conducted an intensive pedestrian survey of the Project area on April 27, 2023 (Figures 4 and 5). Approximately 90 percent of the Project area was intensively surveyed; several portions of the parcel containing the single-family residence (APN-0318-021-58) in the southeastern corner of the Project area were unable to be surveyed as they were fenced and contained horses and dogs; the structure, and associated outbuildings are not of historic age and do not constitute a historic resource. Vegetation within the Project consisted primarily of introduced grasses. Surface soils consisted of medium brown loamy sand (Figure 6). Ground visibility was good to excellent (between 75 to 100 percent) throughout the majority of the Project, with some visibility limitations due to sparse vegetation cover throughout and moderate vegetation cover along the northern and eastern Project boundaries. Ground visibility within the portions of the private parcel that were able to be surveyed was poor due to nonnative grass cover and gravel. The entirety of the Project area, with the exception of the private property, appeared extensively disturbed by previous agricultural use and appeared to have been recently disced; tire tracks from heavy equipment were visible throughout the Project. No cultural resources were observed during the field survey.
Extended Phase I Survey (XPI)
XPI fieldwork was conducted on January 10 and 11, 2024. Nine (9) trenches were excavated within the Project area. Excavation focused on sampling the eastern portion of the Project area nearest to P-36-001000. Five (5) of the trenches (TR-2, -3, -4, -5, and -6) were therefore placed in the northeastern portion of the Project. Three (3) of these trenches (TR-2, -3, and -4) were placed adjacent to the eastern Project boundary closest to the drainage. An additional four (4) trenches were placed in the western portion of the Project. One (1) of these (TR-1) was placed directly adjacent to the western boundary of the residence in APN-0318-021-58. The remaining three (3) trenches (TR) (TR-7, -8, and -9) were spread throughout the western portion of the Project (Figure 7).
All nine (9) trenches were approximately 15 feet long and three (3) feet wide, and each trench was excavated to a depth of at least five (5) feet (60 inches) below surface. A sample of five (5) 5-gallon buckets of soil from each one (1)-foot (12-inch) level was screened through 1/8-inch mesh to identify any artifacts that may be present.
In three (3) of the trenches (17R-2, -4, -7), a portion of the trench was excavated to a depth of eight (8) feet (96 inches) below surface in order to obtain a deeper sample and further inspect the soils and stratigraphy. One (1) 5-gallon bucket of soil was screened from each one (1)-foot (12-inch) level in the excavations below five (5) feet. Natural and artificial stratigraphy was observed, photographed, and five (5)-foot wide section of each trench side wall was selected for profile drawing to illustrate soil stratigraphy.
Trench 1 (TR-1) was excavated to a depth of five (5) feet (60 inches) (Figures 7 & 8). Four (4) strata were identified, including a loamy gravelly sand from the surface to approximately six (6) inches depth and then again from approximately 18 to 30 inches (1); a silty fine sand from approximately six (6) to 12 inches (II); bedded channel sequence course to fine sand from approximately 12 to 18 inches (III); and a sandy gravel with cobbles from approximately 30 to 60 inches (IV) (Figure 9). Soil color was 7.5 YR 5/3 brown throughout. Modern refuse including asphalt chunks was observed to a depth of two (2) feet, indicating a high likelihood of previous disturbance to at least two (2) feet below ground surface (bgs). Potential historic era cultural material observed in TR-1 included one (1) brick fragment, two (2) clear glass fragments, and two (2) ferrous metal fragments.
The trench was devoid of prehistoric cultural material.
Trench 2 (TR-2) was excavated to a maximum depth of eight (8) feet (96 inches) at the eastern end of the trench, with the majority of the trench excavated to five (5) feet (Figures 7 & 10). Four (4) strata were identified, including a loamy sand from the surface to approximately six (6) inches depth (I); a medium to coarse sand from approximately six (6) to 36 inches (II); a lightly cross -bedded sand with trace cobbles from approximately 36 to 60 inches (III); and gravel with coarse sand from approximately 60 to 96 inches (IV) (Figure 11). Soil color was 10 YR 4/3 brown throughout. Modern refuse including asphalt chunks and plastic was observed to 15 DUKE CULTURAL RESOURCES MANAGEMENT
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Figure 4. Project overview from northwest corner, view to southeast.
Figure 5. Project overview from northeast corner, view to southwest. 16 DUKE CULTURAL RESOURCES MANAGEMENT
Figure 6. Plowed soils near center ofProject area.
a depth of five (5) feet, indicating a high likelihood of previous disturbance to depth. Potential historic era cultural material observed in TR-2 included one (1) brown glass bottle neck fragment, two (2) clear glass fragments, one (1) brown glass fragment, one (1) milk glass fragment, and one (1) cut faunal bone fragment.
The trench was devoid of prehistoric cultural material.
Trench 3 (TR-3) was excavated to a depth of five (5) feet (60 inches) (Figures 7 & 12). Four (4) strata were identified, including a coarse sand from the surface to approximately 18 inches depth (1); a graded silty sand with gravel from approximately 18 to 24 inches (I1); a coarse sand with silt from approximately 24 to 30 inches (III); and a silty sand with approximately 50 percent gravel from approximately 30 to 60 inches (IV) (Figure 13).
Soil color was 7.5 YR 4/3 brown throughout. Modern refuse including glass and metal was observed to a depth of three (3) feet, and a piece of ferrous metal building framing was observed extending diagonally into the southern trench side wall at approximately three (3) feet depth, indicating a high likelihood of previous disturbance to at least three (3) feet, and the stratigraphy observed within the trench indicated a high likelihood of disturbance to depth. Potential historic era cultural material observed in TR-3 included three (3) clear glass fragments, one (1) citron glass fragment, one (1) aqua glass fragment, and one (1) whiteware ceramic fragment.
The trench was devoid of prehistoric cultural material.
Trench 4 (TR-4) was excavated to a maximum depth of eight (8) feet at the eastern end of the trench, with the majority of the trench excavated to five (5) feet (Figures 7 & 14). Three (3) strata were identified, including a silty clayey sand from the surface to approximately 12 inches depth (I); a silty coarse sand from approximately 12 to 33 inches (11); and a coarse sand with between 20 to 20 percent gravel and some cobbles from approximately 33 to 96 inches (III) (Figure 15). No bedding was observed in any of the strata. Soil color was 10 YR 5/4 yellowish brown throughout. Modern refuse including asphalt chunks and glass was observed to four (4) feet, indicating a high likelihood of previous disturbance and/or imported fill to at least four (4) feet and potentially to depth. TR-4 was devoid of either prehistoric or historic era cultural material.
Trench 5 (TR-5) was excavated to a depth of five (5) feet (Figures 7 & 16). Four (4) strata were identified, including a coarse clayey sand from the surface to approximately 18 inches depth (I); a fine silty sand with cobbles from approximately 18 to 24 inches (II); a bedded fine to coarse gravel with coarse sand from approximately 24 to 48 inches (III); and a coarse sand with gravel from approximately 48 to 60 inches (IV) 17 .. - m
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DUKE CULTURAL RESOURCES MANAGEMENT
Figure 8. Trench 1 overview facing north
Figure 9. Trench 1 east wall profile
19 DUKE CULTURAL RESOURCES MANAGEMENT
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Figure 10. Trench 2oven4ewfacing southwest
Figure IL Trench 2north wall profile
20 DuKiE CULTURAL RESOURCES MANAGEMENT
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21 DUKE CULTURAL RESOURCES MANAGEMENT
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Figure 14. Trench 4 overview facing northeast
Figure 15. Trench 4proBle south wall profile
22 DUKE CULTURAL RESOURCES MANAGEMENT
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Figure 16. Trench 5overviewfacing southwest
Figure 17. Trench 5 east wa11 profile
23 DUKE CULTURAL RESOURCES MANAGEMENT
(Figure 17). A thin cobble lens was observed between Stratum II and Stratum III. Soil color was 10 YR 5/2 dark grayish brown throughout. Modern refuse including asphalt chunks was observed to a depth of two (2) feet, indicating a high likelihood of previous disturbance to at least two (2) feet. Potential historic era cultural material observed in TR-5 included one (1) clear glass fragment. The trench was devoid of prehistoric cultural material.
Trench 6 (TR-6) was excavated to a depth of five (5) feet (Figures 7 & 18). Four (4) strata were identified, including a fine to medium clayey sand from the surface to approximately 18 inches depth J); a fine silty sand from approximately 18 to 24 inches (II), fine to coarse bedded gravels with coarse sand from approximately 24 to 54 inches (III); and lightly bedded fine sand from approximately 54 to 60 inches (IV) (Figure 19). Soil color was 10 YR 5/2 dark grayish brown throughout. Modern refuse including glass, metal, and fabric was observed to a depth of five (5) feet, indicating a high likelihood of previous disturbance to depth. Potential historic era cultural material observed in TR-6 included two (1) clear glass fragments, one (1) green glass fragment, and one (1) ferrous metal object identified as a piece of a farming implement. The trench was devoid of prehistoric cultural material.
Trench 7 (TR-7) was excavated to a maximum depth of eight (8) feet at the eastern end of the trench, with the majority of the trench excavated to five (5) feet (Figures 7 & 20). Three (3) strata were identified, including a coarse -grained clayey sand from the surface to approximately 24 inches depth (1); a fine-grained silty sand from approximately 24 to 40 inches (II); and a fine silty sand from approximately 40 to 96 inches (III) (Figure 21).
Soil color was 10 YR 4/3 brown throughout. Modern refuse including plastic was observed to a depth of one (1) foot, indicating a high likelihood of previous disturbance to at least one (1) foot, and the stratigraphy observed within the trench indicated a moderate likelihood of disturbance to depth. Potential historic era cultural material observed in TR-7 included one (1) charcoal fragment. The trench was devoid of prehistoric cultural material.
Trench 8 (TR-8) was excavated to a depth of five (5) feet (Figures 7 & 22). Three (3) strata were identified, including a fine grained clayey sand with gravel and cobbles from the surface to approximately nine (9) inches depth (I); a compacted fine-grained silty sand from approximately nine (9) to 36 inches (II); and a very fine grained sandy silt from approximately 36 to 60 inches (III) (Figure 23). The transition between Stratum II and Stratum III was very diffuse, and Stratum III was compacted at 36 inches but became less compact with depth.
No bedding was observed in any of the strata. Soil color was 10 YR 3/2 very dark grayish brown in Stratum I and 10 YR 6/4 light yellowish brown in Strata II and III. No modern refuse was observed in TR-8, but the stratigraphy observed within the trench indicated a high likelihood of disturbance to depth. Potential historic era cultural material observed in TR-8 included two (2) clear glass fragments. The trench was devoid of prehistoric cultural material.
Trench 9 (TR-9) was excavated to a depth of five (5) feet (Figures 7 & 24). Four (4) strata were identified, including a coarse grained clayey sand from the surface to approximately 22 inches depth (1); a medium to coarse grained bedded sand from approximately 22 to 24 inches and then again from approximately 30 to 40 inches (II); a fine grained silty sand from approximately 24 to 30 inches (III); and a moderately compact silt with clay from approximately 40 to 60 inches (IV) (Figure 25). Gravels increased within Stratum I toward the bottom of the stratum, and the second occurrence of Stratum II contained large gravels and cobbles throughout. Stratum IV contained several thin lenses of Stratum II soils. Soil color was 10 YR 4/3 brown in Strata I and IV and 10 YR 5/2 grayish brown in Strata II and III. No modern refuse was observed in TR-9, but the stratigraphy observed within the trench indicated a high likelihood of disturbance to depth. The trench was devoid of either prehistoric or historic era cultural material. 24 DUKE CULTURAL RESOURCES MANAGEMENT
T
Figure 18, Trench 6 overview facing south
Figure 19. Trench 6 east wallprofile
25 DUKE CULTURAL RESOURCES MANAGEMENT
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Figure20. Trench 7 overview facing northeast
"'�` rf '�.f •c-.���y Ali '� 'S�Y �y�, ys- � ,ram.. 'mil � Figure 21. Trench least wall profile
26 DUKE CULTURAL RESOURCES MANAGEMENT
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Figure 22. Trench 8 overview facing south
Figure 23. Trench 8 east wa11 profile
27 DUKE CULTURAL RESOURCES MANAGEMENT
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Figure 24. Trench 9 overview facing southwest
Figure 25. Trench 9profle
28 DuKE CULTURAL RESOURCES MANAGEMENT
Site Sensitivity Summary
Historical maps and aerial imagery indicate that the Project area has undergone cultivation for agricultural use since at least the 1950s, likely resulting in a high level of disturbance to the sediments within the Project. The field survey confirmed that the surface of the Project appears highly disturbed by mechanical plowing. The Phase I study assessed the Project as highly sensitive for buried cultural resources due to the presence of a complex village site, P-36-001000, in close proximity to the Project and because the depth of previous disturbance within the Project area was not known.
Excavations within the Project for XPI testing revealed a high level of disturbance to depths of at least five (5) feet in the majority of excavated trenches. Two (2) of the excavated trenches, TR-1 and TR-5, exhibited disturbance in the first two (2) feet, but beyond two (2) feet both trenches appeared to contain native channel sequence sediments to depths to at least five (5) feet bgs. This could be the result of the Project's location near a natural drainage, which was channelized some time before the 1950s. The Project's location within a high energy fluvial environment prior to channelization may have resulted in multiple depositional events of alluvial sediments, even after agricultural disturbance had occurred.
Based on records search data, research, field survey and the lack of cultural remains and high level of disturbance within the Project observed during XPI excavations, the Project area is assessed as having a low sensitivity for buried prehistoric or historic era cultural resources.
FINDINGS AND RECOMMENDATIONS
The Phase I study identified three (3) cultural resources within '/z mile of the Project, including the village of Yukapa't (P-36-001000) previously identified approximately 0.1-mile east of the Project. Background research and pedestrian survey did not identify any additional cultural resources and assessed that the Project area has been previously disturbed by farming activities. The XPI trenches recovered a small amount of potentially historic -era cultural material including glass, ceramic, bone, and metal from six (6) of the nine (9) trenches.
None of these items were temporally diagnostic and all were determined to have been recovered from a disturbed context, and these items; therefore, do not constitute intact cultural deposits and are not considered historical resources according to CEQA. No prehistoric cultural resources were observed during the XPI survey. The XPI excavations revealed a high degree of disturbance within the Project to depths of up to five (5) feet below surface. Based on these data, a finding of No Historical Resources Impacted is recommended for the Project, and no further cultural resource studies are recommended.
Ina dvertentArchaeological Finds
Given the negative findings of the XPI study, archaeological monitoring is not recommended during ground disturbance associated with the Project. However, if intact and potentially significant subsurface deposits are encountered during ground disturbing activities, it is recommended that these cultural resources undergo evaluation to determine CRHR eligibility. To reduce impacts to historical resources to a level of less than significant, data recovery or other treatments of eligible deposits may be required.
If human remains are encountered, State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the County Coroner has made a determination of origin and disposition pursuant to Public Resources Code Section 5097.98. The County Coroner must be notified of the find immediately. If the remains are determined to be prehistoric, the Coroner shall notify the NAHC, which shall determine and notify a Most Likely Descendant (MLD). With the permission of the landowner or his/her authorized representative, the MLD may inspect the site of the discovery. The MLD shall complete the inspection within 48 hours of notification by the NAHC. The MLD may recommend scientific removal and nondestructive analysis of human remains and items associated with Native American burials. In addition, according to the California Health and Safety Code, a cemetery is place where six or more human bodies are buried (Section 8100), and unauthorized disturbance of Native American cemeteries is a felony (Section 7052).
If any changes are made to the proposed Project, additional efforts may be necessary. 29 DUKE CULTURAL RESOURCES MANAGEMENT
REFERENCES
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Harris, Marvin
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1901 Redlands, Calif. 1:62,500 Topographic Map. Electronic document, USGS Historical Topographic Map Explorer (arcgis.com), accessed March 17, 2023.
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2002 Paradise or Purgatory: Environments, Past and Present. In Islanders and Mainlanders. Prehistoric Context for the Southern California Bight, Jeffrey H. Altschul and Donn R. Grenda eds. Chapter 4, pgs. 67-84. SRI Press, Tucson, Arizona.
Wallace, William J.
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Warren, Claude N.
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Warren, C. N. and R. H. Crabtree
1986 Prehistory of the Southwestern Area. In Great Basin, edited by W. L. D'Azevedo, pp. 183-193.
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n.d. Historical Information. http://yvwd.us/about_us/historical_information.php . Accessed January 22, 2024.
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T
Appendix A
Resumes
Alexandria M. Bulato
Expertise
Cultural Resources Management
Pacific Coastal Archaeology
California Prehistory
Laboratory Analysis
Education
CSUSB, B.A., Anthropology, 2016
CSUSB, Certificate, Archaeology, 2016
USDA Forest Service, Applied
Archaeology Field School, 2015
Professional Memberships
Society for California Archaeology
18 Technology Dr., Ste. 103
Irvine, CA 92618
949-356-6660
www.dukecrm.com
PROFESSIONAL EXPERIENCE
Ms. Bulato has seven years of experience in cultural resource management throughout central and southern California. She is well -versed in research, all phases of excavation, laboratory processing and analysis, cataloging and curation preparation, technical writing, and construction monitoring. She has experience leading and performing cultural resource investigations under Section 106 of the NHPA and under CEQA.
SELECTED PROJECT EXPERIENCE
PCH Pavement Rehabilitation, Malibu, CA
Archaeologist/Field Director, DUKE CRM, 2022 — 2023
Ventura Broadband, Ventura County, CA
Archaeologist/Field Director, DUKE CRM, 2022 — 2023
Section 110 NRHP Evaluations of Prehistoric Archaeological Sites on Vandenberg Space Force Base, Lompoc, CA
Archaeologist, Applied EarthWorks, 2020 — 2022
Vandenberg Space Force Base Fence -to -Fence, Lompoc, CA Archaeologist, Applied EarthWorks, 2020 — 2022
VSFB Range Sustainment Project, Lompoc, CA
Archaeologist, Applied Earth Works, 2020 — 2022
VSFB Union Pacific Railroad Honda Trestle Improvement Project, Lompoc, CA
Archaeologist, Applied EarthWorks, 2020 — 2022
Ocean Place Project, Seal Beach, CA
Archaeologist, DUKE CRM, 2018 — 2019
Diamond Valley Estates Specific Plan, Hemet, CA
Archaeologist, DUKE CRM, 2017 — 2019
Vila Borba Specific Plan, Chino Hills, CA
Archaeologist/Laboratory Technician, DUKE CRM, 2016 — 2019 Skyridge Residential Project, Mission Viejo, CA
Archaeologist/Laboratory Technician, Duke CRM, 2017 — 2019 Spruce Goose Hangar Project, Playa Vista, CA
Crew Member, Statistical Research, Inc., 2016 — 2016
ARCHAEOLOGY HISTORY PALEONTOLOGY
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Curt Duke
President/Principal Archaeologist
Expertise
Cultural Resources Management
California Prehistory
Section 106 Compliance
CEQA Compliance
Native American Consultation
Education
CSU, Fullerton, M.A., Anth, 2006
SDSU, Grad Studies, Anth, 1996/97
UC Santa Cruz, B.A., Anth, 1994
Professional Registrations
RPA, No. 15969
County of Riverside (No. 151)
County of Orange
Professional Memberships
Society for California Archaeology
Society for American Archaeology
Pacific Coast Archaeological Society
Assoc. of Environmental Professionals
Building Industry Association
18 Technology Dr., Ste. 103
Irvine, CA 92618
949-356-6660
www.dukecrm.com
Summary of Qualifications
Mr. Duke's career in cultural resources management spans 3 decades.
He meets the Secretary of Interior's Professional Qualifications Standards for Prehistoric and Historical Archaeology. He also meets Caltrans PQS equivalent as a Principal Investigator for prehistoric archaeology. He received his B.A. in Anthropology in 1994 from the University of California, Santa Cruz, and his M.A. in Anthropology in 2006 from California State University, Fullerton. His M.A. thesis focused on prehistoric mortuary analysis in southern California. Curt is well -versed in the application of Section 106 of the NHPA, NEPA, and CEQA on a variety of projects across many market sectors. He has conducted/managed more than 3,500 cultural/ paleontological resource projects for various clients primarily in California, as well as Nevada and Arizona. Mr. Duke has completed projects in all phases of archaeology: Ph. I Survey, XPI Survey, Buried Sites Testing, Archaeological Sensitivity Assessments, Ph. II Testing, Ph. III Data Recovery, Ph. IV Monitoring, and Native American consultation assistance. His project responsibilities primarily include overseeing archaeological, historical, and paleontological studies, ensuring that the quality of analysis and reporting meets or exceeds appropriate local, state, and federal standards. His positive, solution -oriented attitude makes him more than just an archaeologist, he brings value to any team in the way he seeks for positive outcomes.
Prior to starting DUKE CRM, Mr. Duke was a Principal Archaeologist at LSA Associates, Inc. He managed the Cultural/Paleontological group in LSA's Riverside office.
Selected Project Experience
Palo Alto Fiber Optic Upgrades Project, 2023-24. DUKE CRM conducted cultural and paleontological research and an impacts analysis for this City-wide backbone upgrade. Work conducted included a records search at the NWIC and UC, Museum of Paleontology. Although there were many cultural/paleontological resources within and near the Project boundaries, only a few had the potential for impacts. Role: Project Manager/Principal Archaeologist.
Asti Permanent Bridge Construction Project, Sonoma
County, 2023. Role: Project Manager/Principal Archaeologist.
DUKE CRM provided archaeological and paleontological
resources services for this Project. Specifically, DUKE CRM conducted a records search, field survey, and assisted with Native American consultation. DUKE CRM prepared a technical report documenting archaeo/paleo resources efforts under
CEQA/NHPA.
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Selected Project Experience (cont.)
Tracy Hills Specific Plan, Tracy, 2015. Role: Project Manager/Principal Archaeologist. DUKE CRM prepared a cultural and paleontological resource assessment report for this 2,700-acre project. Work completed includes a records search, archival research, field survey, resource evaluation, and Native American consultation. DUKE CRM archaeologists discovered nine cultural resources. All but one of the cultural resources were not considered historical resources for the purposes of CEQA. The one historical resource is the California Aqueduct. DUKE CRM recommended that a monitor be present during grading of one of the sites, due to the potential for buried archaeological resources. We recommended that paleontological monitoring should be conducted during deep excavation due to a high potential for fossils below approximately five feet.
Veteran Affairs Medical Clinic, Santa Rosa, 2019. DUKE CRM conducted a records search, archival research, and a field survey for this project. The results were provided in a cultural resources assessment report.
There were no cultural resources within the project. It was determined that the project did not have a high sensitivity for archaeology. Mr. Duke conducted the research, field survey and prepared the report.
Mokelumne Aqueducts Delta Tunnel, San Joaquin and Contra Costa Counties, 2020-22. DUKE CRM worked with East Bay Municipal Utility District's consultant team on this project. DUKE CRM prepared an archaeological and paleontological sensitivity analysis based on the results of records searches conducted at the NWIC and CCIC, geologic, soils, and hydrologic maps, as well as other pertinent data. Role: Project Manager/Principal Archaeologist.
Livermore Community Solar Farm, LLC, Livermore, 2016. DUKE CRM was contracted to perform a cultural resources assessment and historic evaluation in compliance with CEQA for the 72-acre project. DUKE CRM conducted a records search, Native American consultation and a archaeological field survey of the project.
DUKE CRM documented and evaluated an historic ranch complex for eligibility for the California Register of Historic Resources. Role: Project Manager/Principal Archaeologist.
Makayla 2 Mine Expansion Project, Olancha, CA, 2019. DUKE CRM conducted a Class III cultural resources study on approximately 25 acres of undeveloped land located in an unincorporated area near Coso Junction, Inyo County, California. Work was conducted in compliance with CEQA and NHPA. The County of Inyo was the lead Agency for CEQA and the BLM was the NHPA lead agency (BLM permit no. CA-19- 13). DUKE CRM conducted an archaeological/historical resources records search, performed supplemental historical and archaeological background research, and intensively surveyed the APE. The results of the records search indicated that one historic archaeological site and four prehistoric archaeological sites were previous recorded within the boundaries of the APE and were updated in the current study. These five sites were documented in the pedestrian survey of the APE. None of the cultural resources were recommended potentially eligible for the CRHR/NRHP and were not considered potential historical resources for the purposes of CEQA nor historic properties for the purposes of the NHPA. Role: Project Manager/Principal Archaeologist.
Reid/Baldwin Adobe, LA Arboretum, Arcadia, 2019-Present. DUKE CRM is currently conducting archaeological monitoring at the Reid /Baldwin Adobe. In summer 2019 we conducted an archaeological excavation to explore for remnant buried architectural features. The Adobe was built in 1841 by Hugo Reid and in 1875 it was sold to Elias J. "Lucky" Baldwin. Role: Project Manager/Principal Archaeologist.
Deane Dana Friendship Park, Rancho Palos Verdes, 2019. DUKE CRM is conducting archaeological monitoring for a habitat restoration and irrigation project in the park. The work is being conducted immediately outside the boundary of prehistoric site CA-LAN-850. The site is considered significant and was the subject of
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an archaeological excavation in the 1990s. To date there have been no delays caused by DUKE CRM. The client for this project is the Los Angeles County Parks and Recreation Department. Role: Project Manager/Principal Archaeologist.
Saint Margaret's Episcopal Church, San Juan Capistrano, 2019. DUKE CRM conducted archaeological monitoring for construction of several projects on this property. Several years ago, during a separate project a Native American burial was discovered on the campus. To date there have been no archaeological discoveries or delays caused by DUKE CRM. DUKE CRM coordinated with Native American monitors. Role: Project Manager/Principal Archaeologist.
Veteran Affairs Medical Clinic, Cotati, 2019. DUKE CRM conducted a records search, archival research, and a field survey for this project. The results were provided in a cultural resources assessment report. There were no cultural resources within the project. It was determined that the project did not have a high sensitivity for archaeology. Mr. Duke conducted the research, field survey and prepared the report.
Bedford Canyon Marketplace, Corona, 2019. DUKE CRM conducted a records search, archival research, and a field survey for this project. The results were provided in a cultural resources/paleontological assessment report. There were no cultural resources within the project.
Murrieta Canyon Academy, Murrieta, 2019. DUKE CRM conducted a records search, archival research, and a field survey for this project. We also assisted in AB52 consultation. The results were provided in a cultural resources/paleontological assessment report. There were no cultural resources within the project.
Skyridge Residential, Mission Viejo, 2011-present. Role: Project Manager/Principal Archaeologist. DUKE CRM conducted a Phase II and Phase III excavation of prehistoric archaeological site CA-ORA-507. This work included research, preparation of a research design/work plan, excavation, lab analysis, Native American consultation, and preparing detailed technical reports. This involved managing a large team of archaeologist and geologists. The report was reviewed by the City, ACOE, and SHPO. Detailed archaeological and paleontological monitoring reports are being drafted and accession of a fossil whale to the San Diego Museum of Natural History is in process.
I-605/Valley Blvd. Improvements Project, City of Industry, 2019. Role: Project Manager/Principal Archaeologist. DUDE CRM conducted a records search, Native American consultation, and a field survey.
DUKE CRM prepared a Caltrans-format ASR and APE Map.
Vila Borba, Chino Hills, 2013-present. Role: Project Manager/Principal Archaeologist. DUKE CRM conducted a Phase II excavation of archaeological sites CA-SBR-5285 and SBR-7972/H, as well as Phase III data recovery at site 36-031828, a prehistoric special -use campsite. This work included research, preparation of a research design/work plan, excavation, lab analysis, Native American consultation, and preparing a detailed technical report. The reports were reviewed by the City, ACOE, and SHPO. DUI CRM also provided archaeological and paleontological monitoring working with Native Americans, the City and the applicant.
SR57/SR60 Confluence at Grand Avenue Project, City of Industry, 2019-Present. DUKE CRM conducted a cultural resources revalidation assessment for Segment II, Phase IIA of the SR-57/SR-60 Confluence at Grand Avenue Project. DUKE CRM conducted a records search and field survey for the revised project APE and coordinated Native American consultation under AB 52 with the City of Industry as the lead agency.
SR-60/I-605 IC Project PEAR, City of Industry/Baldwin Park, 2014. DUKE CRM conducted archaeological and paleontological studies in support of this project. The work included records searches at the
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SCCIC and NHMLAC, contacting the NAHC and local Native Americans, and a reconnaissance of the project area. Our efforts were summarized in letter reports. The lead agencies in this effort were the Los Angeles County Metropolitan Transportation Authority (LA Metro) and Caltrans.
Shoemaker Bridge Replacement, Long Beach, 2016-19. Role: Project Manager/Principal Archaeologist.
DUKE CRM conducted a records search, Native American consultation, and field survey. DUKE CRM prepared a Caltrans-format ASR, HPSR, PIR, FNAE, and APE Map documenting archaeo/paleo resources within the APE.
San Jacinto General Plan Update, San Jacinto, 2018-Present. Role: Project Manager/Principal Investigator. DUKE CRM is under contract to provide cultural/paleontological resource services including research, reconnaissance field survey, Native American consultation under AB-52 and SB-18, conduct a cultural landscape study and prepare a cultural/paleontological assessment report of its findings.
Tina -Pacific Residential Neighborhood Project, Stanton, 2018-Present. Role: Project Manager/Principal Archaeologist. DUKE CRM is under contract to provide cultural/paleontological resource services including a records search, historic evaluation of 40 properties, reconnaissance survey, Native American coordination under AB-52 and SB-18 and will prepare a combined cultural/paleontological report of its findings.
TTM 20022, Lots 1-6, San Bernardino County, 2018-Present. DUKE CRM is under contract to provide a cultural resource assessment for this 15-acre project near Mountain Home Creek Road in San Bernardino County in compliance with CEQA. This effort includes research, field survey, Native American consultation and preparation of a letter report.
Vantage Point Church Monitoring, Eastvale, 2018-Present. Role: Project Manager/Principal Archaeologist. DUKE CRM conducted a cultural and paleontological resource assessment report. Following project approval DUKE CRM conducted monitoring services for this project and preparation of a report of our findings at the conclusion of ground disturbance. DUKE CRM documented the discovery of a prehistoric artifact and coordinated its reburial. DUKE CRM coordinated with Native American monitors.
Murrieta Hospitality Commons, 2017-19. DUKE CRM prepared a PRMP and conducted archaeological/ paleontological monitoring during the construction of this project. There were no discoveries made and no delays caused by DUKE CRM. DUKE CRM coordinated with Native American monitors. Role: Project Manager/Principal Archaeologist.
Ocean Place Monitoring, Seal Beach, 2018-Present. DUKE CRM is contracted to provide archaeological monitoring, Native American monitoring and will prepare a compliance letter at the conclusion of monitoring efforts.
MVGC — Rancho Belago II Monitoring, Moreno Valley, 2018-Present. Role: Project Manager/Principal Archaeologist. DUKE CRM is contracted to provide archaeological/paleontological monitoring and develop a monitoring plan for this 190-acre golf course, reserve and apartments project in compliance with CEQA. The plan outlines the construction monitoring and subsequent tasks in the event archaeological resources are discovered.
Santa Claus Lane Class I Bike Path, Carpinteria, 2015-2017. DUKE CRM conducted a cultural resource records search and archaeological field survey and prepared a Caltrans ASR and APE Map. The project is located along US-101 and the Union Pacific Railroad in the Carpinteria Salt Marsh Reserve contains a critically important Southern California estuary. Mr. Duke was the Project Manager and Principal Investigator.
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Vantage Point Church, Eastvale, 2016. Role: Project Manager/Principal Archaeologist. DUKE CRM was under contract to provide cultural/paleontological resource services for this 11-acre project to determine whether the proposed project would cause substantial adverse impacts to any historical, archaeological, or paleontological resources in or adjacent to the project area to comply with CEQA. This effort included records searches, field survey and Native American consultation to identify any cultural or paleontological resources.
The records search indicated three previously records cultural resources within a 1-mile radius which was a lithic scatter of stone and glass tools and indicated a moderate sensitivity for cultural resources and a low sensitivity for historic resources. Therefore, DUKE CRM recommended archaeological monitoring during ground disturbance.
Jack Rabbit Trail — SCS2089, Beaumont, 2018. DUKE CRM was contracted to perform a cultural resource assessment for this H-frame communications tower, equipment cabinets and power infrastructure. This effort included research, field survey, Native American scoping and preparation of a report of our findings.
Route 66 Gas Station and Market Project, Helendale, 2017-18. DUKE CRM provided cultural/paleontological resource services for this 1.72-acre project. We evaluated the proposed project for impacts to cultural/paleontological resources under CEQA. After conducting a records search and field survey, we concluded the sensitivity for cultural/paleontological resources was low in surficial sediments; however, the sensitivity could increase at depth to high. Therefore, DUKE CRM recommended paleontological monitoring.
Following consultation with local Native Americans the County of San Bernardino required buried sites testing which was conducted by DUKE CRM. The results of the buried sites testing were negative and the project planning proceeded.
TTM 20128, Apple Valley, 2018. DUKE CRM provided paleontological resource services for the Apple Valley TTM No. 20128 project (approximately 101 acres), located at the southeast corner of Sitting Bull Road and Deep Creek Road. The results of the assessment were negative; however, it indicated that the buried sediments have a high sensitivity for fossils. Therefore, DUKE CRM recommended paleontological monitoring.
TTM 20022, Lots 1-6, San Bernardino County, 2018-19. DUKE CRM provided a cultural resource assessment for this 15-acre project near Mountain Home Creek Road in San Bernardino County in compliance with CEQA. This effort included research, field survey, Native American consultation, and preparation of a letter report.
Indus Light Industrial Building Project, Chino Hills, 2018. DUKE CRM provided paleontological, archaeological, and Native American monitoring services including preparation of a PRIMP.
Dolores Lake Park, Newberry Springs, 2017. DUKE CRM provided cultural resource services for a proposed redevelopment. Work completed included a records search at the SBAIC located at the San Bernardino County Museum. DUKE CRM prepared a letter of results, summarizing the research.
Redlands Railway District Project, 2019. DUKE CRM provided archaeological site monitoring for the excavation of test pits as well as conducting limited background research and prepare a letter of results. This project is located within and near the Redlands Chinatown and is considered highly sensitive for buried archaeological sites.
Rite -Aid, Phelan, 2016. DUKE CRM conducted archaeological monitoring services. No artifacts were discovered. No delays were caused by DUKE CRM. A letter report was completed and filed with the SCCIC and the owner. Project was completed per County of San Bernardino requirements.
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Colton Bridges Retrofit Project, CA 2013-14. DUKE CRM provided cultural resources support for this local assistance project. DUKE CRM prepared an HPSR, FIRER, and APE Map for two bridges and an APE Map for a third Bridge for which Caltrans prepared the HPSR. No cultural resources were determined significant within the APE. The railroad above the bridges and several of the adjacent parcels contained historic buildings. DUKE CRM worked with Caltrans staff to reduce the size of the APE so that these resources were not within the APE and therefore did not need to be evaluated. This was largely due to the limited nature of the project and its limited potential to impact these built -environment historic resources.
SBCTA (formerly SANBAG) Environmental On -Call, 2015-18. DUKE CRM is under contract to provide on -call cultural/paleontological resource services for the San Bernardino County Transit Authority (SBCTA).
Mr. Duke was the Project Manager and Principal Archaeologist who managed and directed all work under this contract. This varied work has involved staff archaeologists, and related technical specialists from multiple offices. Many of the studies were conducted simultaneously, which necessitated careful project management and scheduling. The following Task Orders have been completed to date:
• 210/Pepper Ave, Rialto, 2017-2018 — Archaeological/Native American monitoring and reports. • I-10 University IC Improvements, Redlands, 2015-16— 3rd party review of HRCR, ASR, & APE Map • I-15 PA-ED, San Bernardino -Riverside Counties, 2016 — 3rd party review of ASR, HPSR, PIR/PER, and APE Map
• Metrolink Station Accessibly Project, San Bernardino County, 2015 — 3rd parry review of HPSR, FNAE, and APE Map
• SR-60 Central, City of Chino, 2017 — 3rd party review of HRCR, ASR, and APE Map Central Avenue Pedestrian Improvements Project, County of Ventura, District 7, 2018. Role: Project Manager/Principal Archaeologist. DUKE CRM prepared a Caltrans-format Archaeological Survey Report and an Historic Property Survey Report under the Ventura County Transportation On -Call. This project included ADA accommodations, reconstruction, drainage improvements and pavement widening to improve the safety along Central Avenue for pedestrians. As a part of the Archaeological Survey Report, DUKE CRM conducted a records search, field survey and Native American consultation which identified one archaeological resource and an historic shed from the Jones Ranch dating from the mid-20th century. Given the extensive ground disturbance within the APE from residential development and utilities along Central Avenue the likelihood that any archaeological resources would be impacted would be low.
Avenue S-8 & 401h Street E. Roundabout, Palmdale, 2018. Role: Project Manager/Principal Archaeologist.
DUKE CRM is under contract to provide cultural/paleontological resource services in compliance with CEQA and Section 106 of the NHPA. All work was completed in compliance with the Caltrans SER, including: an HPSR, ASR, APE Map, and PIR/PER.
Pacific Coast Highway (PCH) Signal Systems Improvements, City of Malibu, County of Los Angeles, District 7, 2018. DUKE CRM provided archaeological/paleontological resource services for this project including a records search, Native American consultation, and a field survey. An Archaeological Survey Report was prepared to document identification efforts for archaeological resources in the PAL. The records search identified 54 archaeological resources within one mile of the project PAL and 294 archaeological reports for projected located within and adjacent to the PAL. All of these sites were buried or eroding from hillsides along PCH. A PIR/PER was also prepared and noted potentially fossiliferous deposits. DUKE CRM recommended a PMP following the Caltrans SER be prepared by a principal paleontologist including sensitivity pre -grade training, monitoring, field and laboratory methods and a required PMR upon completion of earthmoving activities. Role: Project Manager/Principal Archaeologist.
Sweeny Road, near Lompoc, Santa Barbara County, CA, 2018-2019. DUKE CRM provided archaeological and paleontological services for this 25-acre project. DUKE CRM conducted a records search, background
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research, Native American consultation and a field survey. Deliverables included a Combined Archaeo/Paleo Letter Report with associated maps and photographs. Role: Project Manager/Principal Archaeologist.
Entrada Project, Riverside, 2018. DUKE CRM was under contract to provide a cultural resource study including a records search, location map and preparation of a letter report of archaeological findings and recommendations. Role: Project Manager/Principal Archaeologist. 1st Street over Glendale Boulevard, Los Angeles, 2018. DUKE CRM was contracted to provide emergency site recordation and evaluation of an unanticipated discovery of a single historic resource discovered during project construction. Role: Project Manager/Principal Archaeologist.
Sierra Crest II, Fontana, 2018. DUKE CRM is under contract to provide a peer review, on -site mitigation monitoring and inspection of previously recorded cultural resources and paleontological monitoring for the project in compliance with CEQA with the City as lead agency. A letter report of its findings will be prepared and submitted to the client. Role: Project Manager/Principal Archaeologist. 6th Street Viaduct Mission & Myers Roundabout, Los Angeles, 2018-Present. Role Project Manager/Principal Archaeologist. Mr. Duke's team is under contract to provide cultural/paleontological services for the project. DUKE CRM conducted records searches and a field survey and will prepare a combined cultural/paleontological resources report for the project.
SBCTA 210/Pepper Ave & Highland Ave, Rialto, 2017-2018. The project is subject to Section 106 of the NHPA and CEQA. DUKE CRM provided archaeological/paleontological monitoring during ground distributing activities in compliance with mitigation measures and especially in relation to human remains and burials. One prehistoric isolate, a chert bifcial core fragment was discovered during monitoring. The core was found in fill materials during construction activities. A secondary, but no less important portion of this monitoring activity was the reburial of human remains discovered during an unrelated project in 2007, but near this project area. The remains are surmised to have originated from the project area.
Laguna Canyon Road (SR-133), Laguna Beach, 2017. DUKE CRM is under contract to HDR, Inc. to provide paleontological resource services including a Paleontological Identification Report (PIR) in support of a PEAR. The PIR will estimate the scope, schedule and costs associated with completing paleontological studies associated with environmental compliance.
Diamond Valley Estates Specific Plan, Hemet, 2017-Present. Role: Project Manager/Principal Archaeologist. DUKE CRM provided cultural and paleontological resources services for the Diamond Valley Estates Specific Plan Project located south of Hemet, in Riverside County. The total project area is approximately 422 acres in size. DUKE CRM staff conducted research through the Eastern Information Center and the Western Science Center. In addition, DUKE CRM consulted with local Native American groups and conducted a field survey. Several potentially significant archaeological resources have been discovered. DUKE CRM is currently working with the developer, County staff, and Native American groups to assess the potential impacts and develop mitigation measures that will lessen the potential for impacts.
Union Street Two -Way Protected Bikeway, Pasadena, 2017-Present. Role: Project Manager/Principal Archaeologist. Mr. Duke's team is under contract to provide archaeological and paleontological services for the project. DUKE CRM conducted a records search, field survey, APE, ASR, PIE/PER and assisting the City with Native American consultation in compliance with CEQA & NEPA.
Pleasant Valley Road Two -Way Left Turn Lane, Camarillo, 2017. Role: Project Manager/Principal Archaeologist. Mr. Duke's team was under contract to provide cultural resource services in compliance with
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Caltrans, CEQA, NEPA, and Section 106. DUKE CRM conducted a records search, field survey, prepared an APE Map of the project area and is providing Native American Consultation to Ventura County. DUKE CRM prepared an ASR of its efforts and provided recommendations.
VA WLA Master Plan, Los Angeles, 2017-Present. Role: Project Manager/Principal Archaeologist. Mr.
Duke's team was under contract to provide an Archaeological Sensitivity Model to evaluate the project for intact buried sites for the Veterans Affairs West Los Angeles in a densely urbanized Brentwood neighborhood.
The report summarized buried site sensitivity (BSS) model created to predict areas where archaeological resources were most likely to occur in the 367-acre project area to minimize the costs and disruptions associated with construction monitoring and emergency site treatment.
Golden Avenue Bridge, Placentia, 2017. Role: Project Manager/Principal Archaeologist. Mr. Duke's team was under contract to provide records search, field survey, Native American Coordination, APE Map and prepare a Caltrans-format ASR. Three prehistoric resources and 12 historic resources were located within 1 mile of the project APE. No archaeological resources were identified.
Vanderham Monitoring, Jurupa Valley, 2017-2018. Role Project Manager/Principal Archaeologist. Mr.
Duke's team was under contract to provide archaeological/paleontological monitoring during ground disturbance subject to CEQA and mitigation measures set forth in the Initial Study and Mitigated Negative Declaration. DUKE CRM then prepared a combined archaeological/paleontological monitoring report for the City of its findings. One fossil locality was recovered from the project and accessions into the collection of the Western Science Center.
Soto Street Widening, Los Angeles, 2017. Role: Project Manager/Principal Archaeologist. Mr. Duke's team was under contract to provide archaeological/paleontological services for the 7.5-acre project in compliance with CEQA and NHPA. DUKE CRM conducted a records search, field survey, and provided Native American Coordination. DUKE CRM drafted a combined cultural/paleontological report of its findings. No archaeological/paleontological resources were identified within the project boundaries; however, paleontological research identified numerous fossil localities within 5 miles in geological deposits similar in age to those underlying the project area. Therefore, paleontological monitoring is recommended for ground disturbance in the project area.
Riverside Transmission Reliability Project (RTRP), 2017. Role: Project Manager/Principal Archaeologist.
DUKE CRM was under contract to provide Native American consultation services on behalf of the CPUC (AB-52) with Pechanga Band of Luiseno Indians and Gabrieleno Band of Mission Indians-Kizh Nation, prepare technical memorandums and participate in four Native American consultation meetings regarding cultural resources in the project area. DUKE CRM conducted a supplemental records search at the EIC and reviewed the prior cultural resources survey documents prepared for the project.
Camp Pendleton TL 695 & TL6971, Oceanside, 2016-2017. Role: Project Manager/Principal Archaeologist. DUKE CRM was under contract to review and comment on cultural and paleontological resource reports, assist in the Native American consultation required under AB-52, conduct a site visit, and provide technical assistance. Mr. Duke was the Project Manager; he coordinated with the CPUC, Panorama Environmental, SDG&E, Marine Corps Base Camp Pendleton staff, Pechanga Band of Luiseno Indians, and the SDG&E consultant team.
California High -Speed Rail, Palmdale to Burbank Section, 2017. Role: Project Manager/Principal Archaeologist. DUKE CRM conducted 317d Party review of archaeological, historical, and paleontological inventory reports prepared by other consultants for the Palmdale to Burbank Section of the California High -
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Speed Rail (HSR). The Palmdale to Burbank Section is approximately 44 miles running from the Antelope Valley in the Mojave Desert up through the San Gabriel Mountains, down into the San Fernando Valley. The HSR crosses the Angeles National Forest. There were 70 cultural resources recorded within the project boundaries.
SR-110 Improvements, Los Angeles, 2017. Role: Project Manager/Principal Archaeologist. Mr. Duke's team was under contract to provide cultural resource services in compliance with CEQA, Section 106, NHPA and Caltrans requirements. DUKE CRM conducted a research, a windshield site visit and prepared one archaeological memo and one paleontological memo summarizing the results, impacts and recommendations for further work on the project.
SR-710 Gap Closure, Los Angeles, 2017. Role: Project Manager/Principal Archaeologist. DUKE CRM was contracted to provide an HPSR with HRER for this LACMTA project proposed to improve mobility and relieve congestion in the area. DUKE CRM conducted a records search and reviewed Caltrans Historic Bridge Inventory and historic properties within the APE. DUKE CRM also prepared project location and APE maps attached to the HPSR. DUKE CRM assisted the City with Native American consultation.
Duarte 3rd and Oak Residential, Duarte, 2016. Role Project Manager/Principal Archaeologist. Mr. Duke's team performed a cultural resource assessment and historical evaluation in compliance with CEQA. This work included a records search, archival/historical research, a historic survey, and a significance evaluation. Two properties within the project date to the historic period but were determined to be not eligible for listing on the California Register of Historical Resources and neither is a historical resource under CEQA.
Bridge Road Bridge, Santa Paula, CA, 2016. DUKE CRM provided archaeological and paleontological services including an ASR, HPSR, PIR, Native American consultation, and an APE Map. Work on this project put on hold before DUKE CRM finished the technical studies.
Veterans Affairs West Los Angeles Campus Hospital Replacement, 2016-Present. Role: Project Manager/Principal Archaeologist. Mr. Duke's team conducted an archaeological assessment for the VAWI.A Medical Center Hospital Replacement Project to identify archaeological resources that may be impacted during development of the project. Recent studies discovered two historical archaeological sites and two prehistoric archaeological sites. Field survey and geotechnical monitoring did not identify any archaeological resources within the project. DUKE C R M recommended that no recorded archaeological resources would be impacted by the project.
Veterans Affairs Greater Los Angeles Healthcare System Campus Master Plan, 2017-2018. Role: Project Manager/Principal Archaeologist. DUKE CRM was contracted to provide an Archaeological Sensitivity Model for the project which revitalizes the campus to be more Veteran -focused. Construction of new facilities could impact both previously recorded and undiscovered cultural resources and buried archaeological sites not visible during archaeological survey or testing. The model provided a baseline for planning future development on the property and is designed to minimize the costs and disruptions associated with construction monitoring and emergency site treatment.
Veterans Affairs West Los Angeles Campus Homeless Housing/Spring Structures Project, Los Angeles, 2018. DUKE CRM was under contract to perform archaeological buried sites testing for the proposed
2.5- acre Homeless Housing/Spring Structures project at the VA Greater Los Angeles Healthcare System Campus in West Los Angeles. DUKE CRM excavated seven archaeological trenches and screened samples from each trench to identify any buried archaeological resources that may be impacted by the proposed project in accordance with Section 106 of NHPA. Given the highly disturbed nature of the soils, DUKE CRM
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concluded that no archaeological resources would be impacted and did not recommend additional measures relating to archaeology.
Coolwater-Lugo Transmission Line, Barstow to Victorville, 2014-2015. Role: Project Manager/Principal Archaeologist. DUKE CRM staff performed cultural and paleontological 3rd party review for the CPUC and BLM, and provided EIR assistance. This project was especially complex given that it involved many significant cultural resources and was located on BLM land.
Spruce Goose Hangar, Google, Playa Vista, 2016. Role: Project Manager/Principal Archaeologist. DUKE CRM was under contract to provide Archaeological Consulting & 3rd Party Review for archaeological investigations inside the Spruce Goose Hangar.
Bay Bridge Pump Station and Force Mains Rehabilitation, Newport Beach, 2017. DUKE CRM provided cultural/paleontological resource services. Tasks included background research, a field survey, impacts analysis, and a letter report Role: Project Manager/Principal Archaeologist.
Evanston Inn, Pasadena, 2014-16. Role: Project Manager/Principal Archaeologist. DUKE CRM conducted archaeological monitoring for this project. The Evanston Inn is a historic hotel that is being converted to a residential project. DUKE CRM conducted a records search at the SCCIC. During ground disturbance our archaeologists monitored construction. We discovered approximately 30 historic items; however, this material was not intact. DUKE CRM prepared an inventory that we attached to our report. The material was determined to not be significant as it could not answer any import research questions. There were no delays to the overall construction schedule.
Baker Water Treatment Plant, Lake Forest, 2014-2015. Role: Project Manager/Principal Archaeologist.
DUKE CRM conducted archaeological/paleontological monitoring as part of the fulfillment of the mitigation measures. DUKE CRM identified marine fossils in the Oso Sand Member of the Capistrano Formation.
Veterans Affairs Loma Linda Outpatient Clinic, 2014-2015. Role: Project Manager/Principal Archaeologist. DUKE CRM conducted archaeological and paleontological construction monitoring. In addition, DUKE CRM has provided Native American monitoring by working directly with the San Manuel Band of Mission Indians. The site is located adjacent to the protohistoric Serrano village of Guachama. While no intact archaeological deposit had been discovered, historic and prehistoric artifacts were identified. DUKE CRM worked with the grading and construction crews to ensure compliance with NEPA while avoiding any delays to the construction schedule.
Sycamore-Pefiasquitos Transmission Line, San Diego, 2014-2015. DUKE CRM was contracted to provide cultural and paleontological 3rd party review and EIR assistance.
Lago Los Serranos, Chino Hills, 2014. Role: Project Manager/ Principal Archaeologist. DUKE CRM provided archaeological and paleontological monitoring. DUKE CRM found limited and non -significant fossil resources per CEQA. DUKE CRM complied with the mitigation monitoring conditions.
International Autocrafters, Inc., Menifee, 2014. Role: Project Manager/Principal Archaeologist. DUKE CRM was under contract to perform cultural/paleontological resource services for this 1.37-acre project. As a part of this effort, DUKE CRM conducted records searches for cultural and paleontological resources, and a field survey for resources within or adjacent to the project boundaries. Our research indicates that there was high sensitivity for paleontological resources below five feet in depth with the project boundaries. In order to mitigate this potential impact to less than significant under CEQA, DUKE CRM recommended paleontological monitoring below five feet in depth from the current surface.
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Rialto Unified School District, Compressed Natural Gas and Transportation Yard, Rialto, 2014. Role:
Project Manager/Principal Archaeologist. DUKE CRM was contracted to provide a cultural resources assessment for this 6-acre project. This included research for cultural/paleontological resources, Native American scoping and a field survey and preparation of a cultural resource assessment report of our findings.
Our research indicated that there was moderate potential to directly impact cultural (historical) resources under CEQA and a low sensitivity for paleontological resources at or near the surface and a potentially high sensitivity below 10 feet, impacting resources according to CEQA. In order to mitigate those potential impacts to a level that is less than significant under CEQA, DUKE CRM recommended archaeological/paleontological monitoring below 10 feet in depth.
The Westerlies, Oxnard, CA, 2014-2015. DUKE CRM was contracted to provide a cultural resources assessment for the 6.6-acre residential condominium project in compliance with CEQA. As part of that effort, DUKE CRM conducted a records search, field survey, retained a Chumash Native American monitor at the request of the City and provided archaeological support. No cultural materials were discovered.
Dhammakaya International Meditation Center, Azusa, 2013-2014. Role: Project Manager/Principal Archaeologist. DUKE CRM completed a cultural and paleontological resource assessment of the Dhammakaya property. Tasks included research, field survey, architectural survey, historic evaluation of the property. Due to substantial collective losses in integrity of design, materials, and feeling, the MacNeil Mansion-Manresa Retreat Property is not eligible for listing in the California Register of Historical Resources; however, the Property remains eligible for its current designation of "Potential Landmark" under the City's Historic Preservation Ordinance and is therefore considered a historical resource per CEQA. Recommendations were made regarding preservation of significant historic details and elements of the property. The project as designed had a less than significant impact to the MacNeil Mansion-Manresa Retreat Property with proposed mitigation. Mitigation measures include archaeological monitoring in the northwest portion of the property (near an early historic period structure) and paleontological monitoring in the southern half of the property when excavation exceeds approximately five feet in depth and in the northern half of the property when excavation exceeds two foot in depth (due to high paleontologic sensitivity in two separate geologic formations).
Veterans Affairs West Los Angeles Campus Seismic Retrofit, 2013-14. DUKE CRM completed a cultural resources study for this project. DUKE CRM coordinated with a diverse project team including multiple branches of the VA at the Campus and in Washington D.C. In addition, we consulted with Native American groups and other consultants who completed smaller projects on the Campus. Our tasks included a cultural resources records search, field survey, Native American coordination, and preparing an archaeological survey report. The report included a survey for the entire campus, but our APE and mitigation focused on the Seismic Retrofit project. Two historic archaeological resources were recorded dating to the early development of the Campus as the Pacific Branch of the National Home for Disabled Volunteer Soldiers (NHDVS) founded in 1888. Because of the developed nature of the property our emphasis was on the potential for discovery of prehistoric and historical archaeological resources during the implantation phase of development.
Santa Rosa Road Widening Project, City of Camarillo, 2014. DUKE CRM was contracted to provide cultural resources services for supplemental reports. DUKE CRM prepared a supplemental HPSR, ASR, and APE Map for this local assistance project. No cultural resources were identified within the APE. Several of the adjacent parcels contained historic buildings, however they were exempt from further consideration. DUKE CRM worked with Caltrans staff to expedite review of these studies in support of the tight project schedule.
California Street Off-Ramp/Highway 101, City of Ventura, 2014 - Present. DUI<E C R M is under contract to provide cultural resources support for this project. DUI C R M is preparing an ASR and Extended Phase I Survey (XPI) for this project. The project is located in the downtown Ventura area. Prior to the construction
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of Highway 101 this area consisted of a neighborhood dating to the 1800s-1890s. The San Miguel Chapel site is located immediately adjacent to the project boundaries. The XPI will determine whether or not there are any archaeological resources buried under the current off -ramp and commercial properties that make up the project APE.
Lakeside, Temescal Valley, 2014-2017. DUKE CRM was contracted to provide Phase I and Phase II archaeological services for the 590-acre Lakeside Temescal Valley project. The Phase 1 study included a records search, field survey, and Native American consultation; and determined that six prehistoric archaeological sites would be physically impacted by the project. Subsequently, a Phase II archaeological excavation was conducted each of these sites, which included the preparation of a research design, mechanical trenching and hand excavations, laboratory analysis, and a detailed technical report. Five of the six sites were recommended eligible for both the National and California Registers; the sixth site will remain preserved. DUKE CRM assisted with extensive consultation with Native American Tribes and conducted a preliminary ethnographic landscape study.
Rice Avenue at 5th Street Grade Separation, Oxnard, 2015-2017. DUKE CRM was under contract to provide Area of Potential Effects Map, Archaeological/Paleontological studies and ASR and PIR, cultural landscape study, historical property survey report (HPSR), Native American consultation and Extended Phase I Survey (XPI), lab analysis and report for this project. DUKE CRM identified three archaeological resources within and/or adjacent to the project. The XPI was conducted to identify possible archaeological resources buried within or immediately adjacent to the APE.
New Model Colony East Bridges Over Cucamonga Creek and Deer Creek Flood Control Channels at Schaefer Avenue, Edison Avenue, Eucalyptus Avenue, and Merrill Avenue, Ontario, 2015. DUKE CRM was contracted to provide a cultural/paleontological resource assessment for this project. As a part of the assessment, DUKE CRM conducted records searches and field survey to identify any cultural/paleontological resources within the proposed project boundaries. No potential historical resources were located within the project boundaries due to construction and modern agriculture activities. However, the project area contains shallow Pleistocene sediments with a high sensitivity for fossils below a depth of 5 feet. Therefore, DUKE CRM recommended paleontological monitoring below 5 feet.
Serrano Ridge Project, Temescal Valley, 2015. DUKE CRM was under contract to provide paleontological monitoring for construction of 87 residential lots in a 25.13-acre lot in the existing Sycamore Creek development. Four weekly monitoring site visits occurred, with field notes, photos and documentation, excavation activities and exposed fossils. Only one fossil locality produced 5+ fossil specimens.
Marywood Pastoral Center, Orange, 2014-2015. Role: Project Manager/Principal Archaeologist. DUKE CRM was under contract to provide cultural/paleontological resource assessment and construction monitoring.
As a part of this effort, DUKE CRM conducted a records search including a review of all recorded historic and prehistoric archaeological sites within a 1-mile radius of the project boundary as well as pertinent reports. The paleontological research indicated no fossil localities reported within the project boundaries. However, geological formations have produced a significant number of fossil specimens in the area which could be impacted by the proposed project during ground disturbance greater than the infill soil depth of 90 feet; therefore, paleontological resources could be encountered during construction and a PMP should be developed to mitigate any further potential adverse impacts to paleontological resources.
Emmanuel Church, Victorville, 2014. DUKE CRM was under contract to provide cultural/paleontological resource services for this 11.33-acre church expansion project. As a part of that effort DUKE conducted records searches, and intensive -level field survey to identify any previously known cultural/paleontological resources. The field survey did not discovery cultural or paleontological resources at the surface. The research
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conducted indicated a high sensitivity for both prehistoric archaeological resources and paleontological resources during ground disturbing activities. Under CEQA, DUKE CRM recommended a less than significant finding with archaeological/paleontological mitigation be incorporated.
Cherryann-United Methodist, Moreno Valley, 2014. Role: Project Manager/Principal Archaeologist.
DUKE CRM was contracted to conduct a cultural resource assessment for this wireless facility in compliance with Section 106 of the NHPA and regulations implementing the NHPA. As part of this effort, DUKE CRM conducted a records search for cultural resources and other online resources. A pedestrian field survey was also conducted of the project APE and a vehicular survey of the surrounding area. The records search identified a prehistoric archaeological site 500' southwest of the facility. No cultural resources were identified in the direct APE so there is little potential for indirect impacts.
Lincoln Specific Plan, Whittier, 2014. Role: Project Manager/Principal Archaeologist. DUKE CRM conducted an archaeological and paleontological assessment for the Lincoln Specific Plan. The project is located at the site of the former Fred C. Nelles Youth Correctional Facility. A records search at the SCCIC and NHMLAC, Native American consultation, and a field survey were conducted. The Nelles Facility was built in 1891 and is listed as California Historical Landmark No. 947. It is also eligible for the National Register of Historic Places. Our study determined that there is a high sensitivity for early historic buried components of the Nelles Facility. In addition, it was determined that future excavation could impact buried paleontological resources at depth. A mitigation monitoring plan was recommended that included historic archaeological monitoring in excavation in the top 7 feet of excavation and paleontological monitoring below 7 feet.
Rancho Road Widening, City of Westminster, 2014. Role: Project Manager/Principal Archaeologist.
DUKE CRM was contracted to provide cultural resources support for this local assistance project. DUKE CRM prepared an HPSR, ASR, and APE Map for this project. No cultural resources were identified within the APE. Several of the adjacent parcels contained historic buildings. DUKE CRM worked with Caltrans staff to reduce the size of the APE so that these resources were not within the APE. This was largely due to the limited nature of the project and its potential to impact these built -environment historic resources.
Petersen Ranch, Leona Valley, 2013-2014. Petersen Ranch is approximately 3,900 acres and is a Mitigation/Conservation Bank (Project). Mr. Duke's role on this project was cultural resources Principal Archaeologist. DUKE CRM conducted a records search, Native American consultation, and a field survey. The 236-acre restoration area is considered the project area of potential effects (APE) for the purposes of Section 106 of the National Historic Preservation Act (NHPA) The records search did not identify any archaeological resources within the project APE. However, three cultural resources were located within the 3,900 Project footprint: CA-LAN-1074H-an adobe structure, possibly 140 years old, CA-LAN-1073/14- an isolated prehistoric stone biface and an iron cannonball from the Gun Club which was/is located on the property, and CA-LAN-3478H-remnants from the old Foothill Ranch during the records search. The field survey identified two isolated prehistoric artifacts (Iso-1 and Iso-2) and a small prehistoric artifact scatter (S-1, 2 mans and a core). The isolates had limited research potential and were not considered significant or eligible for the National Register of Historic Places (National Register); while the artifact scatter may have additional artifacts associated with it buried or obscured by vegetation and could be potentially eligible for the National Register. DUKE CRM recommended avoidance of this site or if impacts were unavoidable conducting Phase II Archaeological evaluation/excavation to determine if it is eligible for the National Register.
Olive View Medical Center, San Fernando, 2012-14. Mr. Duke's role on this project was Principal Archaeologist. DUKE C R M prepared a Phase I Archaeological Survey Report and conducted archaeological monitoring. For the Phase I Mr. Duke conducted the records search, field survey and report preparation. He also led the consultation efforts with Native Americans on behalf of the County and FEMA. The results of the
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survey were negative, meaning that no archaeological resources were identified and there were no delays to the project. However, SHPO recommended archaeological monitoring due to a perceived high potential for historical archaeological resources.
Thomas Ranch, Corona, 2013-2014. Role: Project Manager/Principal Archaeologist. DUKE CRM conducted archaeological and paleontological monitoring and negotiated the Cultural Resources Treatment and Monitoring Plan. Mr. Duke worked with both the Pechanga Band of Luiseno Indians and the Soboba Band of Luiseno Indians to reach consensus on the treatment of cultural resources. It was decided that any artifacts would be turned over to the Pechanga for permanent curation. The Pechanga and Soboba alternated weeks of monitoring rather than both Tribes being reimbursed the entire time of monitoring.
Wyle Laboratories Testing Project, Norco, 2013-15. DUKE CRM was contracted to provide archaeological monitoring for hazardous materials soil testing at the Wyle Laboratories in Norco. A prior study identified prehistoric archaeological resources within the area of the proposed testing. DUKE CRM worked with the Pechanga Band of Luiseno Indians and the project team during testing in areas of the property that were adjacent to, and/or within archaeological resources.
6th Street Viaduct Replacement Project, City of Los Angeles, 2013. Role: Project Manager/Principal Archaeologist. DUKE CRM is under contract to provide archaeological and paleontological support for the construction phase of this project. The viaduct is comprised of two bridges: 1) a bridge over the Los Angeles River and the UPRR, BNSF, Metrolink, and Metro Railroads; and 2) a bridge over U.S. Highway 101. Mr.
Duke's role on this project is Project Manager and Principal Archaeologist for archaeology. DUKE CRM prepared an Environmentally Sensitive Area (ESA) Action Plan for archaeology and worked with Bruce Lander who prepared a Paleontological Mitigation Plan (PMP). These documents will be used to specify how archaeological and paleontological resources shall be treated during construction of this multi -year, multi -phase project. DUKE CRM will be responsible for overseeing the implementation of the archaeological and paleontological monitoring program on behalf of the City to ensure that mitigation measures are adhered to.
Alon Bakersfield Refinery Crude Flexibility Project, Bakersfield, 2013. Role: Project Manager/Principal Archaeologist. DUKE CRM was under contract to conduct a cultural resources assessment in compliance with CEQA for this 427-acre improvement project. As part of this effort, DUKE CRM conducted a records search, Native American consultation, field survey and historic resource evaluation which identified one cultural resource within the project boundaries and 12 within a'/z mile radius. None of the Native American consulted had specific information about cultural resources that may be impacted by the project. The historic -built environment evaluation found four historic buildings with the project boundaries; however, none of them were considered historically significant under CEQA.
BP Pier B, Building 2, Port and City of Long Beach, 2013. Role: Project Manager/Principal Archaeologist.
DUKE CRM conducted a records search and historic evaluation of Building 2. DUKE CRM was assisted by Heritage Preservation Consultants; a sub -consultant. BP Pipelines proposed to demolish Building 2 as it is no longer in use. The Port of Long Beach required that the building be evaluated for historic significance. The results of our efforts determined that Building 2 is not eligible for the National Register of Historic Places.
However, the building appears to be eligible as a City of Long Beach Landmark. The City has 11 criteria which a building can possible meet to be considered eligible; however, a building need only meet one criterion to be considered eligible. Building 2 is considered eligible under criteria K (It is one of the few remaining examples in the city, region, state or nation possessing distinguishing characteristics of an architectural or historical type).
A-1 Self Storage, San Juan Capistrano, 2013. Role: Project Manager/Principal Archaeologist. DUKE CRM was under contract to conduct archaeological monitoring for this project. 46 Cambridge Court, Coto de Caza, Orange County, CA, 2013. Role: Project Manager/Principal Archaeologist. DUKE CRM was under contract to provide cultural/paleontological resource services for this
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residential lot of 1.6 acres in compliance with CEQA. This effort included records searches to identify any cultural or paleontological resources, a field survey and preparation of a cultural/paleontological resource assessment. Our efforts indicated that the project area was moderately high sensitivity for both cultural (archaeological) and paleontological resources. Monitoring was recommended during construction to mitigate to a level that is considered less than significant.
3 Tracts, Escondido, 2013. Role: Project Manager/Principal Archaeologist. DUKE CRM completed a cultural resources records search and field survey of three separated tracts in the City of Escondido. The records search was completed through the South Coastal Information Center, located at San Diego State University. A paleontological study was completed through the San Diego Natural History Museum. No cultural resources were identified during the study.
Laverne Avenue Retention Basin Project, Barstow, 2013. DUKE CRM was retained by the City of Barstow to conduct a Class III Cultural Resources survey for the Barstow BLM for this project. The project will include improvements to control run-off flows which are collected within existing residential areas south of the Interstate 15 and conveyed through I-15 ROW within concrete box culverts. DUKE CRM conducted a records search, an intensive -level field survey and pedestrian survey to check the status of previously recorded cultural resources and to identify any previously recorded cultural resources. Our research and field survey indicate that the cultural resources observed within the APE were not eligible for the National Register. The area had been previously disturbed. A finding of no adverse effect under Section 106 was recommended. No further investigations were needed.
AT&T Mobility, On -Call, 2011-2014. DUKE CRM has conducted cultural resources studies for multiple cell site installations throughout southern and central California. Tasks completed include: records searches, field surveys, Native American consultation, and reports. Several of these projects have included installations located within and near archaeological resources.
Mobilitie, On -Call, 2011-2012. Role: Project Manager/Principal Archaeologist. Mr. Duke conducted records searches, field surveys and prepared reports for various wireless facilities throughout southern and central California.
Sepulveda Boulevard Bridge Widening, Manhattan Beach, 2012-13. Mr. Duke's role on this project is Project Manager/Principal Archaeologist. DUKE CRM prepared a Phase I Archaeological Survey Report. Mr.
DUKE's team conducted a field survey, records search, and report preparation. The results of the assessment were negative, meaning that no archaeological resources were identified and there were no delays to the project.
Caltrans is the lead agency for NEPA; the City is the lead agency for CEQA.
Lamb School Residential Subdivision, Huntington Beach, 2013. Role: Project Manager/Principal Archaeologist. DUI C R M conducted the cultural resources mitigation measures required by the City. This included historical documentation of the school building and site, and archaeological and paleontological construction monitoring. The DPR site record were submitted to the South Central Coastal Information Center and the monitoring report was submitted to the City.
Wardlow School Residential Subdivision, Huntington Beach, 2013. Role: Project Manager/Principal Archaeologist. DUKE C R M conducted the cultural resources mitigation measures required by the City. This includes historical documentation of the school building and site, and archaeological and paleontological construction monitoring. DPR site record were submitted to the South Central Coastal Information Center and the monitoring report was submitted to the City.
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Scalzo Property, San Juan Capistrano, 2012. Role: Project Manager/Principal Archaeologist. Mr. Duke conducted a due diligence study for this 16-acre property. This work included research, site visit, and brief letter report.
1st Street over Glendale Boulevard, Los Angeles, 2012. Mr. Duke's role on this project was Project Manager/Principal Archaeologist. DUKE CRM was under contract to prepare a Phase I Archaeological Survey Report and Historic Property Survey Report. Mr. Duke's team conducted a field survey and report preparation.
The results of the assessment were negative, meaning that no archaeological resources were identified and there were no delays to the project.
San Fernando Road Widening at Balboa Road, Los Angeles, 2012. Role: Project Manager/Principal Archaeologist. DUKE CRM was under contract to prepare a Phase I Archaeological Survey Report and Historic Property Survey Report. Mr. Duke's team conducted the research, field survey, and report preparation. The results of the assessment were negative, meaning that no archaeological resources were identified and there were no delays to the project. DUKE C R M also prepared a Paleontological Identification Report.
Hearst Castle Telecommunications Tower, Pacific Bell Wireless/Cingular Wireless/T-Mobile, 2000, 2001, 2012. Mr. Duke was responsible for completing and overseeing three separate studies on the Hearst Castle property which is listed on the National Register of Historic Places. The first 2 studies in 2000 and 2001 were prepared for the initial placement of the tower and power run, respectively. These reports were reviewed and approved by the County of San Luis Obispo and the State Historic Preservation Officer (SHPO). In 2012, Mr.
Duke prepared a compliance report for the placement of new antennas on the tower. The 2000 and 2001 studies were completed while with a former employer.
California Avenue Widening, Long Beach, 2011. Role: Project Manager/Principal Archaeologist. DUKE CRM prepared a Phase I Archaeological Survey Report. DUKE CRM conducted the research, field survey, and report preparation. The results of the assessment were negative, meaning that no archaeological resources were identified and there were no delays to the project.
Palomar Mountain Fuels Modification, 2011. Role: Project Manager/ Principal Archaeologist. DUKE CRM conducted a Phase I archaeological survey of 11.5 acres. The survey report was completed quickly and was accepted by the Palomar Mountain Fire Safe Council and the BLM without any comments.
Mid County Parkway, Riverside County, CA, 2004-2011. Role: Task Manager/ Principal Archaeologist. The studies for the Mid County Parkway project included a 32-mile corridor (from Interstate 15 to State Route 79) in western Riverside County. The archaeological survey covered 3,680 acres and identified 91 archaeological sites. An extended Phase I survey (limited excavation) was conducted at 79 of the sites. Ultimately Phase II excavations were conducted at eight of the sites. Four archaeological sites were determined eligible for the National Register. A built environment historic resources survey was conducted and one historic dairy was determined eligible for the National Register. This project included extensive consultation with Indian Tribes.
All work was conducted in compliance with Section 106 of the NHPA, NEPA, and CEQA. FHWA, Caltrans, and RCTC were the lead agencies and Jacobs Engineering was the lead engineering firm under contract to RCTC. Employer: LSA Associates.
Colton Crossing Rail -to -Rail Grade Separation, Colton, CA, 2008-2011. Role: Project Manager/ Principal Archaeologist. The Colton Crossing project involved the separation of the at -grade crossing of the UP and BNSF railroads. The Colton Crossing is a historically significant railroad crossing where a stand-off between the SP and California Southern railroads took place. Despite SP's efforts the California Southern railroad was granted access across SP's right-of-way. Research showed that the project's APE contained numerous historic buildings and was very active in historic times. Under Mr. Duke's direction an archaeological survey and an extended Phase I survey (limited excavation) were conducted. Sixteen historical archaeological sites were discovered; these included building remnants and refuse deposits. None of the archaeological sites were determined eligible for the National Register. A built environment historic resources survey evaluated the UP
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and BNSF railroads, the SP passenger depot, the American Railway Express Company building, and the historic South Colton neighborhood; none of which were determined eligible for the National Register. All work was conducted in compliance with Section 106 of the NHPA, NEPA, and CEQA. FHWA and Caltrans were the lead agencies working in cooperation with SANBAG, FRA, UP, and BNSF. HDR was the lead engineering firm under contract to SANBAG. Employer: LSA Associates.
I-15/I-215 Interchange Project, Devore, San Bernardino County, 2008-11. Role: Task Manager. Mr. Duke was the cultural resources task manager. Under Mr. Duke's direction an ASR, HRER, and HPSR were prepared.
An archaeological site was recorded immediately adjacent to the project boundaries, within the APE. Mr. Duke and his staff worked closely with the Caltrans archaeologist to record and evaluate this site for the National Register without conducting a Phase II excavation. In doing this, the client saved thousands of dollars and almost one year on their schedule. His staff also evaluated a portion of historic Route 66 and several related historic buildings. Employer: LSA Associates.
24th Street Improvements, City of Bakersfield, 2008-2011. Mr. Duke's role on this project was Cultural Resources Task Manager/Principal Archaeologist. Mr. Duke prepared the Historic Property Survey Report. He managed a team of archaeologists, paleontologists, and historians to complete the HRER, ASR, PIR/PER, and APE map. He conducted the archaeological field survey. His team identified 93 historic period buildings/structures, including two historic districts. Employer: LSA Associates.
Alta East Wind Project, Mojave, Kern County, CA 2010-11. CH2M HILL, Inc., requested a paleontological resources assessment for the Alta East Wind Project northwest of the City of Mojave in southeastern Kern County, California. The project includes developing pads for wind generation turbines, turbine access and service roads, management facilities, and a transmission line running from the center of the project south to connect with an existing distribution grid. The study area includes five sections of land that contain sediments that have potential for paleontological resources. The early Pliocene Horned Toad Formation contains the late Hemphillian Warren Local Fauna, with 24 fossil mammalian taxa. The literature review identified 34 fossil localities in the Horned Toad Formation, 12 of which were verified within project boundaries. The field survey located an additional 69 localities within project boundaries. Because of the potential for direct impacts to all paleontological resource localities, mitigation procedures are summarized. A project -specific paleontological resources impact mitigation program (PRIMP), including fossil salvage by qualified paleontologists, was recommended to accompany development of this project. Employer: LSA Associates.
I-215/SR-74 Interchange Improvements Project, Perris: Paleontological Mitigation Monitoring, 2010-
11. Mr. Duke was the Task Manager for this project. The scope of work included paleontological monitoring during grading operations and environmental awareness (paleontological focus) training. He was responsible for working with the qualified paleontologist and coordinating field assignments for this project. Mr. Duke and his staff worked a communication system with the grading contractor that allowed for minimal field effort while achieving compliance. This allowed for savings to the overall budget. Employer: LSA Associates.
Aliso Canyon Park Improvements, Los Angeles, 2010. Under contract to the City of Los Angeles, Bureau of Engineering Mr. Duke prepared a Phase I Archaeological Survey Report. Mr. Duke was the project manager and principal -in -charge for this project. He oversaw the research, field survey, and report preparation. The results of the assessment were negative, meaning that no archaeological resources were identified and there were no delays to the project. Employer: LSA Associates.
Five Winds Ranch Conservation/Mitigation Bank, Yucaipa, San Bernardino County, 2010. Mr. Duke served as the Principal -in -Charge for this project. He coordinated with staff biologists and archaeologists to complete a general biological survey, a waters/wetland delineation, a cultural resources survey, a Mitigation Banking Feasibility Study, a draft and final Mitigation Banking Prospectus, and a Bank Enabling Instrument.
Several cultural resources were identified, both historic and prehistoric in nature. These resources were not impacted and therefore no additional work was necessary. Employer: LSA Associates.
Mammoth Lakes Parks and Recreation and Trail System Master Plan, 2010. Mr. Duke prepared a cultural resources assessment for the Draft Parks and Recreation Master Plan (PRMP) and the Draft Trail System Master Plan (TSMP) EIRs. He conducted a records search, site visits, and prepared a report documenting the
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effort and making management recommendations. The cultural resource assessment was completed pursuant to California Environmental Quality Act (CEQA). Employer: LSA Associates.
P.I. Market Archaeological Monitoring, Pismo Beach, 2007. Mr. Duke oversaw the completion of archaeological monitoring associated with the demolition of the P. I. (Philippine Islands) Market. The P.I.
Market opened in 1936 by Filipino immigrant Jorge Tejada. Over the years the Market became a central place for the Filipino community. The Market closed in 1972 due to competition and the development of the modern Supermarket. The Market was evaluated for the California Register of Historical Resources and determined not eligible. The finding also determined that archaeological monitoring of demolition may discover historic artifacts of public interest. While no significant finds were made, a few household items were collected. This project was completed while with a previous employer.
Rancho Vista Boulevard (Ave. P) Grade Separation Project, Palmdale, 2007-10. Mr. Duke's role was Principal Archaeologist, providing project supervision and regulatory expertise. Under contract to the City of Palmdale and LAN Engineering, Mr. Duke's team conducted a records search and field survey, and prepared an Archaeological Survey Report and Historic Properties Survey Report which was reviewed and approved by Caltrans. The results of the assessment were negative, meaning that no archaeological resources were identified and there were no delays to the project. Employer: LSA Associates.
California Valley Solar Ranch, California Valley, San Luis Obispo County, 2009-10. Role: Principal -in - Charge. California Valley Solar Ranch is a 4,000-acre project located on the Carrizo Plain in eastern San Luis Obispo County. Mr. Duke was the Principal -in -Charge for this project. His team conducted a records search, field survey, Native American scoping, and prepared an archaeological survey report. His team identified, recorded, and evaluated several historical archaeological sites. Employer: LSA Associates.
Melrose Triangle, West Hollywood, 2009-10. Under contract to the City of West Hollywood Mr. Duke oversaw the preparation of a historic resources survey which included research, field surveys, and preparation of a historic context and survey report. Mr. Duke acted as the principal -in -charge for this project. Employer:
LSA Associates.
Hollyhock House, Barnsdall Park, Los Angeles, 2009-10. Under contract to the City of Los Angeles, Bureau of Engineering Mr. Duke oversaw the preparation of a supplemental historic structure report which included research, field inspection, and preparation of a report. Mr. Duke acted as the principal -in -charge for this project. Employer: LSA Associates.
Delano-Alpaugh Water Reclamation Pipeline, Kern and Tulare Counties, 2006-2009. Mr. Duke prepared a cultural resources assessment study for the Delano-Alpaugh Water Reclamation Pipeline (DAWRP) while working for a previous employer. His role was cultural resources task manager and principal Archaeologist. The project was approximately 11 miles Long. The research and field survey were conducted to determine whether the DAWRP project would result in impacts to any historical resources and/or unique archaeological resources.
The cultural resources assessment was completed pursuant to CEQA and Section 106 of the NHPA. His team completed a cultural resources records search and a field survey. The project was immediately adjacent to Allensworth State Historic Park and National Register Historic District. The field survey identified two historical archaeological sites adjacent to the project alignment. Employer: LSA Associates.
Professional Hospital Supply, Temecula, 2008. Mr. Duke and his staff were retained by the Garrett Group to conduct an Archaeological and Paleontological Monitoring Program for the 32-acre Professional Hospital Supply Project in the City of Temecula. The construction monitoring program is the result of an agreement between the City of Temecula and the Pechanga Band of Mission Indians due to the presence of a portion of an archaeological site near the project boundaries. No cultural or paleontological resources were identified.
Employer: LSA Associates.
Lancaster Highlands Project, Meridian Land Development Company, 2007. Mr. Duke oversaw the completion of a cultural resource assessment for the 1,891-acre project. All work was completed for Meridian Land Development Company. Tasks included a records search and field survey for archaeology and paleontology. Employer: LSA Associates.
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Temecula 32, Archaeological Phase II Testing, 2007. Mr. Duke and his staff were retained by the Garrett Group to conduct an intensive pedestrian survey and test excavation in and around the reported location of a prehistoric lithic scatter. However, no remnants associated with the site were identified on or beneath the surface. Therefore, Mr. Duke recommended that this site should not be considered "a unique archaeological resource" or "historical resource" under CEQA. LSA worked with the Pechanga Band of Luiseno Indians and they monitored all field activities. Employer: LSA Associates.
I-15/SR-79 Interchange Project, Riverside County, 2006-10. Role: Task Manager. Mr. Duke was the cultural resources task manager. This project is located on top of a significant, National Register -listed archaeological site that is also very sacred to the Luiseno Band of Indians. Under Mr. Duke's direction an ASR, ESA Action Plan, and HPSR were prepared. Due to the sensitivity surrounding the sacred site Mr. Duke and his staff consulted regularly with the Caltrans archaeologist, Native American Coordinator, and Native Americans. Employer: LSA Associates.
Residence "A," Barnsdall Park, Los Angeles, 2009. Under contract to the City of Los Angeles, Bureau of Engineering Mr. Duke oversaw the preparation of a historic structure report which included research, field inspection, and preparation of a report. Mr. Duke acted as the principal -in -charge for this project. Employer:
LSA Associates.
Westlake Historic Resources Survey, Los Angeles, 2008-09. Under contract to the Community Redevelopment Agency of Los Angeles (CRA LA) and Chattel Architecture Planning and Preservation, Inc.
Mr. Duke oversaw the preparation of a historic resources survey which included research, field surveys, and preparation of a historic context and survey report. Mr. Duke acted as the principal -in -charge for this project.
Employer: LSA Associates.
Needles Highway Improvement Projects, County of San Bernardino, 2004-08. Role: Cultural Resources Task Manager. To complete this project Mr. Duke oversaw the completion of archaeological and paleontological research and field surveys along Needles Highway between the City of Needles and Aha Macav Parkway. During the study a total of 45 cultural resources identified; 14 were previously recorded and 31 were newly recorded. These resources include 33 prehistoric cultural resources, four historic cultural resources, two cultural resources with historic and prehistoric components, and six cultural resources of unknown age. All work was completed in compliance with CEQA, NEPA, and NHPA. Employer: LSA Associates Superstition Solar I Project, Salton Sea, Imperial County, 2008. Role: Principal -in -Charge. Superstition Solar I was a 5,600-acre project located on BLM Land. Mr. Duke was the Principal -in -Charge for this project.
His team conducted a records search, reconnaissance survey, Native American scoping, and prepared a Class III Intensive Survey Research Design. Employer: LSA Associates.
Thomas Mountain Fuels Reduction Project, near Idyllwild, CA, 2008. Mr. Duke and his colleague Virginia Austermann worked with the San Bernardino National Forest (SBNF) to complete a cultural resources assessment of the proposed 10,465-acre Thomas Mountain Fuels Reduction project located in the San Jacinto Ranger District of the San Bernardino National Forest, Riverside County, California. The proposed project was an undertaking that could have affected heritage resources, and the archaeological survey of the area of potential affect (APE) was conducted in compliance with Section 36 CFR Part 800 of Section 106 of the NHPA. The report presented the results of the records search, numerous field surveys completed by others from 1980 through 2007, and Native American consultation. In total nineteen cultural resources were documented and considered for planning purposes. Working with the SBNF archaeologist, our team applied the 1996 Programmatic Agreement for Compliance with Section 106 of the National Historic Preservation Act for Undertakings on the National Forests of the Pacific Southwest Region. Mr. Duke's role was Principal -in -Charge overseeing all contract negotiations and providing quality control. Employer: LSA Associates Magnolia Boulevard Widening, Los Angeles, 2008. Under contract to the City of Los Angeles, Bureau of Engineering Mr. Duke prepared a Phase I Archaeological Survey Report. Mr. Duke was the project manager and principal -in -charge for this project. He oversaw the research, field survey, and report preparation. The
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results of the assessment were negative, meaning that no archaeological resources were identified and there were no delays to the project. Employer: LSA Associates South District Maintenance Yard, Los Angeles, 2008. Under contract to the City of Los Angeles, Bureau of Engineering Mr. Duke oversaw the preparation of a historic resources survey which included research, field surveys, and preparation of a historic context and survey report. Mr. Duke acted as the principal -in -charge for this project. Employer: LSA Associates
Fire Station 82, Los Angeles, 2008. Under contract to the City of Los Angeles, Bureau of Engineering Mr.
Duke oversaw the preparation prepared of a historic resources survey which included research, field surveys, and preparation of a historic context and survey report. Mr. Duke acted as the principal -in -charge for this project. Employer: LSA Associates
Chuckwalla Solar I Project, Desert Center, Riverside County, 2007-08. Chuckwalla Solar I was a 4,000- acre project located on BLM Land. Mr. Duke was the Principal -in -Charge for this project. His team conducted a records search, intensive field survey, Native American scoping, and prepared a Class III Intensive Survey Report. Employer: LSA Associates
McSweeny Farms, Hemet, CA, 2004-2008. Mr. Duke directed all cultural resources efforts for the McSweeny Farms project. He conducted third -party review of prior Phase I archaeological survey and extended Phase I survey. His team conducted Phase II and geoarchaeological excavations at several sites throughout the project, one of which is a large, regional prehistoric village site. Mr. Duke worked with SunCal, the City of Hemet, the Army Corps of Engineers (ACOE), and local Indian Tribes to balance the needs of each party. In addition, his team provided archaeological and paleontological monitoring for the project. He worked with Tribal monitors to document important archaeological sites, while maintaining the overall project schedule. Employer: LSA Associates
Hacienda at Fairview Valley Specific Plan, Apple Valley, Mojave Desert, CA, 2007-08. The Fairview Valley Specific Plan project is located near the Town of Apple Valley in the high desert. Under Mr. Duke's direction a team of archaeologists conducted a records search, field survey, and prepared a technical report for the County of San Bernardino. The team identified 73 cultural resources and determined that only 15 of these resources are considered significant under CEQA. The team worked with the project applicant and design team to avoid or mitigate impacts to all of the significant cultural resources. Employer: LSA Associates.
Majestic Hills Specific Plan, Hesperia, Mojave Desert, CA, 2006-07. The Majestic Hills Specific Plan project is located in the City of Hesperia in the high desert. Under Mr. Duke's direction a team of archaeologists conducted a records search, field survey, and prepared a technical report for the City. The team identified 32 cultural resources and determined that 11 of these resources are considered significant under CEQA. The team worked with the project applicant and design team to avoid or mitigate impacts to all of the significant cultural resources. Employer: LSA Associates.
Temecula Education Center, 2006. Mr. Duke and his staff were retained by the City of Temecula to conduct an Archaeological Monitoring Program for the Temecula Education Center Project. The construction monitoring program for the 40-acre site is the result of an agreement between the City of Temecula and the Pechanga Band of Mission Indians due to the presence of a portion of site CA-RIV-237 within the project boundaries. Minimal archaeological data were recovered.
Mesquite Regional Landfill, Imperial County, CA, 2004-2006. Under contract to the Sanitary Districts of Los Angeles County, Mr. Duke conducted a Class III Data Recovery project for ten Native American cultural resources within the boundaries of the proposed Mesquite Regional Landfill (MRL) Project, located in Imperial County, California. This effort was combined with a supplementary cultural resource reconnaissance of adjacent Bureau of Land Management (BLM) land to identify the extension of these resources beyond the project boundaries. Employer: LSA Associates.
20th Street West Extension, Palmdale, 2006. Mr. Duke's role was Principal Archaeologist, providing project supervision and regulatory expertise. Dr. Lange led the field survey and prepared the report. Under contract to
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the City of Palmdale and LAN Engineering, Mr. Duke and his team conducted a records search and field survey, and prepared an Archaeological Survey Report. The results of the assessment were negative, meaning that no archaeological resources were identified and there were no delays to the project. Employer: LSA Associates.
Southern California Edison, Southern and Central, CA, 2003-2005. Mr. Duke worked with SCE on its deteriorating poles program. As poles are deteriorating, SCE replaces them with new poles. Prior to pole replacement archaeological surveys were conducted of each pole location. The majority of this work has been conducted on federal lands. Under his direction archaeologists have surveyed over 2,000 pole locations in the Inyo National Forest, Angeles National Forest, San Bernardino National Forest, Sequoia National Forest, and under the jurisdiction of California and Arizona offices of the Bureau of Land Management (5 different field offices). In this process, his team recorded more than 35 archaeological resources ranging from isolated chipped stone to historic mining sites. His historian evaluated the Catalina Tile Company manufacturing plant on Catalina Island for the California Register of Historical Resources. Mr. Duke worked closely with SCE staff and various Federal agencies to ensure a quick review and approval of the cultural resources efforts. Employer:
LSA Associates
Community and Environmental Transportation Acceptability Process (CETAP), Riverside, CA, 1999- 2001. Mr. Duke participated in a reconnaissance survey that recorded over 500 prehistoric and historic resources. The results of the cultural resource efforts were reported in a HPSR, HRER and an ASR. Mr. Duke assisted in preparing the reports and provided management for the cultural resources aspect of this project.
Employer: LSA Associates
Los Coches Creek Elementary School, near Alpine, CA, 2003-2006. Mr. Duke conducted a Phase I archaeological survey and oversaw subsequent Phase II test excavations. All work was conducted under the authority of the U.S. Army Corps of Engineers (ACOE). Mr. Duke worked with the El Cajon Union School District and the ACOE to avoid impacts to a majority of the cultural resources on site. Employer: LSA Associates
Whipple -Havasu Circuit, SCE, near Lake Havasu, CA, 2003. Role: Project Manager/Principal Archaeologist. Mr. Duke's team conducted an archaeological survey of 249 poles along 25 miles of land located on the Chemehuevi Indian Reservation and BLM lands. The project was located within the boundaries of the Desert Training Center (DTC); however, no DTC cultural resources were observed. Seven cultural resources were identified: four prehistoric sites, two prehistoric isolates, and one 1920s historic camp. All work was completed in compliance with NHPA and NEPA. Employer: LSA Associates McCoy Circuit, SCE, Near Blythe, CA, 2003. Role: Project Manager/Principal Archaeologist. Mr. Duke's team conducted an archaeological survey of 388 poles along 19 miles of land located on BLM lands. The project was located within the boundaries of the Desert Training Center (DTC); however, no DTC cultural resources were observed. Four cultural resources were identified within or adjacent to the project boundaries: one historic/prehistoric site with an intaglio, two historic sites, and one prehistoric site. All work was completed in compliance with NHPA and NEPA. Employer: LSA Associates.
Limonite Senior Project, Pedley, CA, 2004. Role: Principal Archaeologist. Mr. Duke's team conducted CEQA Phase I survey of the 30-acre project, archival research for previously recorded resource within the project, updated site record recommending to the California Register and reviewed final report. Employer: LSA Associates.
Trailmark Specific Plan, Romoland, CA, 2004-2005. Role: Principal Archaeologist. Mr. Duke managed team field work for CEQA evaluations of four prehistoric sites, two historic sites, and one combination prehistoric and historic site. Mr. Duke directed field excavations, including 1x1 test units, shovel test pits, mechanical trenching, and surface collection, supervised artifact analysis, crew members and reviewed final report. Employer: LSA Associates
Stoneridge Estates, Moreno Valley, CA, 2004. Role: Principal Archaeologist. Mr. Duke oversaw the survey of approximately 300 acres and the recordation of 12 prehistoric sites as well reviewed final report. Employer:
LSA Associates.
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Gibbel Estates Project, 80 Acres, Hemet, CA, 2004. Role: Principal Archaeologist. Mr. Duke's team conducted CEQA survey of 80 acres, recordation of one new prehistoric site, the Phase II evaluations of new site and one previously recorded site recommended eligible to the California Register. Supervised field director, field crew and reviewed final report. Employer: LSA Associates.
Rancho Bella Vista, Riverside County, CA, 2004. Role: Principal Archaeologist. Mr. Duke's team conducted artifact analysis of collections recovered at three sites during construction monitoring. Mr. Duke oversaw, Lab Director, technician and field crew as well as reviewed final report. Employer: LSA Associates.
Murrieta Springs (Tract Map Number 29707), Murrieta, CA, 2004. Role: Principal Archaeologist.
Mr. Duke's team prepared site records for a newly recorded site discovered during construction monitoring, conducted artifact analysis of the collection from this new site. Mr. Duke reviewed final report. Employer: LSA Associates.
Oak Valley Specific Plan 1 Amendment, Beaumont, CA, 2004. Role: Principal Archaeologist. Mr. Duke's team conducted the CEQA survey of this 2,600-acre project, recordation of the historic architectural resources.
Mr. Duke edited and reviewed final report. Mr. Duke supervised a Field Director, and 4 field crew members.
Employer: LSA Associates.
Xavier College Preparatory High School, Thousand Palms, CA, 2004. Mr. Duke's team conducted the CEQA Phase I survey of 100 acres. He supervised the Field Director and Field Crew and reviewed the final report. Employer: LSA Associates.
French Valley Assemblage, Menifee, CA, 2004. Mr. Duke served as Principal Archaeologist for the CEQA Phase I survey of this 160-acre project and edited and reviewed and final report. Employer: LSA Associates.
Menifee 60 Project, Menifee, CA, 2004. Mr. Duke served as Principal Archaeologist for the CEQA Phase I survey of 60 acres, supervised Field Director and Field Crew as well as edited and reviewed the final report.
Employer: LSA Associates.
Orchard Hills (Planning Area 1), Irvine, 2002. Under contract to the Irvine Company, Mr. Duke conducted Phase II archaeological excavation on several sites. Mr. Duke served as the field director and co -Principal Investigator. This work was completed by Mr. Duke while with another employer.
Santa Rosa Geysers Recharge Project, Santa Rosa County,1999. Mr. Duke participated an archaeological field survey for the Geysers Recharge Project. This work was completed while with a former employer.
Muddy Canyon Archaeological Project (Crystal Cove -Phase IV), Newport Coast, Orange County, 1999-02. Mr. Duke served as field crew and cartographer for the Phase II test excavations and field director and cartographer for Phase III data recovery excavations. Mr. Duke supervised up to 15 archaeologists excavating at eight prehistoric archaeological sites.
Fort Irwin, National Training Center, CA, 1999. Role: Crew Chief/Teaching Assistant. Mr. Duke assisted in a Field School for CSU, Fullerton. He instructed students in proper survey techniques, artifact identification, and site record preparation. In addition, Mr. Duke co-authored the survey report.
San Nicolas Island, Naval Base Ventura County, CA, 1997. Role: Field crew. Mr. Duke was part of an excavation and lab crew conducting test excavations at various archaeological sites. Laboratory sorting was conducted in the evenings. Employer: Petra Resources
Salton Sea Navy Test Base, CA, 1996-97. Role: Field crew. Mr. Duke was part of a survey crew conducting intensive surveys on the west shore of the Salton Sea. Excavation was conducted at sites that appeared to be significant. Employer: IDEA Environmental
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Chocolate Mountains Gunnery Range, CA, 1996. Role: Field crew. Mr. Duke was part of a survey crew conducting intensive surveys in the Chocolate Mountains. Employer: KEA Environmental Mission Santa Cruz Archaeological Excavations, 1993. Mr. Duke participated in the 1993 Cabrillo College Archaeological Field School. Archaeological excavations occurred outside the chapel in search for the corner of the original mission building.
Allan Brown Site (CA-SCR-20) near Bonny Doon, Santa Cruz County, 1993. Mr. Duke participated in the 1993 Cabrillo College Archaeological Field School. As part of the archaeological survey Mr. Duke surveyed the Allan Brown site in Santa Cruz County.
Fort Hunter-Ligget/Los Padres National Forest, Monterey County, 1993. Mr. Duke participated in the 1993 Cabrillo College Archaeological Field School. As part of the archaeological survey Mr. Duke conducted archaeological survey on the Los Padres National Forest and a portion of Fort Hunter-Ligget.
Pfeiffer State Beach, Monterey County, 1994. Mr. Duke was a Teaching Assistant for the Cabrillo College Archaeological Field School for the summer of 1994.
Other Projects
Stadium Arco Station, San Diego, 2003-04
Cingular/PBMS, —2,000 Facilities, Southern Calif., Nevada, and Arizona, 1997-2001 AT&T Wireless, —1,000 Facilities, Southern California, 1998-2001 Bonita Canyon Sports Park, Newport Beach, 1997
Hicks Canyon Retention Basin, Irvine, CA, 1996
Testing of Phase III, Las Trancas Canyon, Newport Coast, 1995 Data Recovery of Site CA-ORA-64, Newport Beach, 1995
ARCHAEOLOGY HISTORY PALEONTOLOGY
Appendix E
Geotechnical and Infiltration Evaluation
"�- City of Yucaipa
Starling Heights SP TTM 20372
Initial Study/Mitigated Negative Declaration
April 2024
Page116
GEOTECHNICAL AND INFILTRATION EVALUATION
PROPOSED YUCAIPA VILLAGE PARTNERS
ASSESSOR'S PARCEL NUMBERS 03 1 8-021 -1 8, -1 9 AND -58 1 2TH STREET AND AVENUE E
YUCAIPA, SAN BERNARDINO COUNTY, CALIFORNIA
PROJECT No. 3272-CR
PREPARED FOR
ROCKWELL LAND CO.
23986 ALISO CREEK ROAD, #71 1
LAGUNA NIGUEL, CALIFORNIA 92677
PREPARED BY
GEOTEK, INC.
1 548 NORTH MAPLE STREET
CORONA, CALIFORNIA 92878
'G,
G E O T E K
AUGUST 9, 2022
GeoTek, Inc.
1548 North Maple Street, Corona, California 92878
(951) 710-1 160 Office (951) 710-1 167 Fax www.geotekusa.com August 9, 2022
Project No. 3272-CR
Rockwell Land Co., LLC
23986 Aliso Creek Road, #71 1
Laguna Niguel, California 92677
Attention: Mr. William R. Inghram, Principal
Subject: Geotechnical and Infiltration Evaluation
Proposed Yucaipa Village Partners
Assessor's Parcel Numbers 0318-021-18, -19 and -58
12th Street and Avenue E
Yucaipa, San Bernardino County, California
Dear Mr. Inghram:
GeoTek, Inc. (GeoTek) is pleased to provide the results of this Geotechnical and Infiltration Evaluation for the proposed project located at 12th Street and Avenue E in the City of Yucaipa, San Bernardino County, California. This report presents the results of GeoTek's evaluation, discussion of findings, and provides geotechnical recommendations for foundation design and construction.
Based upon review and evaluation, site development appears feasible from a geotechnical viewpoint provided that the recommendations included in this report are incorporated into the design and construction phases of the project.
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS
ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page 2
The opportunity to be of service is sincerely appreciated. If you should have any questions, please do not hesitate to contact GeoTek.
Respectfully submitted,
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GeoTek, Inc. A
No. GE2284zz x
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Bruce A. Hick
GE 2284, Exp. 12/31/22
Geotechnical Engineer
Distribution: (1) Addressee via email (one PDF file)
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Edward H. LaMont
CEG 1892, Exp. 07/31 /24
Principal Geologist
G:\Projects\3252 to 3302\3272CR Rockwell Land Co. 12th Street and Avenue E Yucaipa\Geotechnical Evaluation\3272CR Geotechnical and Infiltration Evaluation 12th Street and Avenue E Yucaipa.doc 'G'
GEOTEK
ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino County, California Page i
TABLE OF CONTENTS
I. PURPOSE AND SCOPE OF SERVICES.......................................................................................................1
2. SITE DESCRIPTION AND PROPOSED DEVELOPMENT.....................................................................1
2.1 SITE DESCRIPTION..........................................................................................................................................1
2.2 PROJECT DESCRIPTION...................................................................................................................................2
3. FIELD EXPLORATION AND LABORATORY TESTING.......................................................................2
3.1 FIELD EXPLORATION......................................................................................................................................2
3.2 LABORATORY TESTING..................................................................................................................................4
4. GEOLOGIC AND SOILS CONDITIONS....................................................................................................5
4.1 REGIONAL SETTING........................................................................................................................................5
4.2 GENERAL SOIL CONDITIONS..........................................................................................................................5
4.2.1 Fill.........................................................................................................................................................5
4.2.2 Alluvium.................................................................................................................................................6
4.3 SURFACE WATER AND GROUNDWATER.........................................................................................................6
4.3.1 Surface Water....................................................................................................................................... 6
4.3.2 Groundwater..........................................................................................................................................6
4.4 FAULTING AND SEISMICITY............................................................................................................................6
4.4.1 Faulting..................................................................................................................................................6
4.4.2 Seismic Design Parameters.....................................................................................................................7
4.5 LIQUEFACTION............................................................................................................................................... 8
4.6 OTHER SEISMIC HAZARDS..............................................................................................................................9 S. CONCLUSIONS AND RECOMMENDATIONS........................................................................................9
5.1 GENERAL.......................................................................................................................................................9
5.2 EARTHWORK CONSIDERATIONS.....................................................................................................................9
5.2.1 General..................................................................................................................................................9
5.2.2 Site Clearing.........................................................................................................................................10
5.2.3 Site Preparation...................................................................................................................................10
5.2.4 Engineered Fill......................................................................................................................................10
5.2.5 Slope Design and Construction..............................................................................................................11
5.2.6 Oversized Rock Disposal.......................................................................................................................11
5.2.7 Excavation Characteristics....................................................................................................................11
5.2.8 Trench Excavations and Back fill............................................................................................................11
5.2.9 Shrinkage and Bulking..........................................................................................................................12
5.2.10 Grading Plan Review........................................................................................................................12
5.3 DESIGN RECOMMENDATIONS.......................................................................................................................13
5.3.1 Foundation Design Criteria....................................................................................................................13
5.3.2 Miscellaneous Foundation Recommendations.........................................................................................16
5.3.6 Import Soils..........................................................................................................................................17
5.4 RETAINING AND GARDEN WALL DESIGN AND CONSTRUCTION....................................................................17
5.5 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS..............................................................................20
5.6 CONCRETE CONSTRUCTION..........................................................................................................................21
5.6.1 General................................................................................................................................................21
5.6.2 Concrete Mix Design............................................................................................................................21 'G,
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ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page ii
TABLE OF CONTENTS
5.6.3 Concrete Flotwork................................................................................................................................ 21
5.6.4 Concrete Performance..........................................................................................................................22
5.7 PLAN REVIEW AND CONSTRUCTION OBSERVATIONS...................................................................................23
6. INTENT..............................................................................................................................................................23
7. LIMITATIONS..................................................................................................................................................24
8. SELECTED REFERENCES.............................................................................................................................24
ENCLOSURES
Figure I — Site Location and Topography Map
Fib — Boring and Infiltration Test Location Map
Appendix A — Logs of Exploratory Borings
Appendix B — Laboratory Test Results
Appendix C — Percolation Data Sheets & Porchet Calculations Appendix D — General Earthwork Grading Guidelines
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Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page I
1. PURPOSE AND SCOPE OF SERVICES
The purpose of this study was to evaluate the geotechnical engineering and geologic conditions at the project site, as outlined in GeoTek's proposal P-0703522-CR-R, dated July 14, 2022.
Services provided for this study included the following:
■ Research and review of available geologic data and general information pertinent to the site,
■ Perform a site reconnaissance,
■ Site exploration consisting of the excavation, logging, and sampling of five (5) exploratory test borings extending to depths ranging from about 16.5 to 51.5 feet below grade,
■ Excavation of four (4) additional borings to a depth of about five (5) feet below grade and performing an infiltration test in each boring,
■ Laboratory testing of soil samples collected during the field investigation, ■ Review and evaluation of site seismicity and geologic hazards, and ■ Preparation of this geotechnical report which presents GeoTek's findings, conclusions, and recommendations for this site.
2. SITE DESCRIPTION AND PROPOSED DEVELOPMENT
2.1 SITE DESCRIPTION
The approximate 14.61-acre irregular -shaped project site is located adjacent to the northeast corner of 12th Street and Avenue E, in the City of Yucaipa, San Bernardino County, California (see Figure I, Site Location Map). The site is also identified as San Bernardino County Assessor's Parcel Numbers (APN's) 0318-021-18, -19 and -58.
Access to the site is from 12h Street and Avenue E, both paved, improved streets located adjacent to the western and southern boundaries of the site, respectively. A dirt access road ,G,
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ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page 2
adjacent to a storm channel is located adjacent to the eastern boundary of the site. Scattered single-family residences and vacant land are located adjacent to the northern boundary of the site. The site is surrounded by vacant land, single-family residences and an elementary school adjacent to the western side of 12`h Street.
An existing single-family residence, associated out -buildings, farm equipment and hardscaping/landscaping are present in the extreme southeast corner of the site. The site is relatively flat with an elevation of approximately 2,140 feet. Surface drainage is directed to the west/southwest. Site vegetation consists of a moderate covering of grasses. The site appears to have been tilled in the past for brush control.
2.2 PROJECT DESCRIPTION
Based upon improvement plans prepared by Robert Hidey Architects (RHA) dated April 22, 2022 (project number 22041.01), GeoTek understands that plans are to demolish the existing site improvements and construct a 137-unit duplex housing development on the project site. Associated utility, parking area/drive areas, hardscaping and storm drain improvements are anticipated as part of the project development. On -site storm water disposal systems will be incorporated into the project development.
The proposed structures are anticipated to be one- to two-story in height which will incorporate conventional shallow foundations and a concrete slab -on -grade floor. Maximum column and wall loads of about 100 kips and 2.5 kips per foot have been assumed for the purpose of this report. Sewage disposal will be by a public sewer. Once actual loads are known that information should be provided to GeoTek to determine if modifications to the recommendations presented in this report are warranted.
If site development differs from the assumptions made herein, the recommendations included in this report should be subject to further review and evaluation. Site development plans should be reviewed by GeoTek when they become available.
3. FIELD EXPLORATION AND LABORATORY TESTING
3.1 FIELD EXPLORATION
The field exploration for this report was conducted on July 25, 2022 and included the excavating of five (5) geotechnical explorW rings with a hollow -stem drill rig to depths GEOTEK
ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page 3
ranging from about 16.5 to 51.5 feet below grade at the boring locations. The approximate locations of the GeoTek excavations are shown on the Boring and Infiltration Test Location Map (Figure 2). An engineer from GeoTek logged the excavations and collected soil samples for use in subsequent laboratory testing. The logs of the exploratory borings are included in Appendix A.
Relatively undisturbed soil samples were recovered at various intervals in the geotechnical borings with a California sampler. The California sampler is a 3-inch outside diameter, 2.5-inch inside diameter, split barrel sampler lined with brass rings. The sampler was 18 inches long.
The sampler conformed to the requirements of ASTM D 3550. A 140-pound automatic trip hammer was utilized, dropping 30 inches for each blow. The relatively undisturbed samples, together with bulk samples of representative soil types, were returned to the laboratory for testing and evaluation. The California sampler test data are presented on the boring logs in Appendix A.
In Boring B-1, standard penetration tests (SPT) were performed with a 2.0-inch outside diameter, 1.5-inch inside diameter, split -barrel sampler. The sampler was 18 inches long. The inside diameter of the sampler shoe was 1.4 inches. The sampler was unlined. The sampler conformed to the requirements of ASTM D 1586. A 140-pound automatic trip hammer was utilized, dropping 30 inches for each blow. The sampler penetration test data are presented on the Log for Boring for Borings B-1.
Percolation Testing
In addition to the geotechnical exploratory borings, four (4) percolation test borings (Borings I- I through 1-4) were excavated in the areas of the proposed storm water management systems to depths of about 5 feet below the existing ground surface at the boring locations.
Infiltration/percolation testing was conducted in these borings in general accordance with the requirements of the County of San Bernardino.
The percolation tests consisted of drilling an eight -inch diameter test hole to the desired depth and installing approximately two inches of gravel in the bottom of the hole. A three-inch diameter perforated PVC pipe, wrapped in a filter sock, was placed in the excavations and the annular space was filled with gravel to prevent caving within the boring. Water was then placed in the borings to presoak the holes and percolation testing was performed the following the pre-soak period. The percolation tests were then performed which consisted of adding water to each test hole and measuring the water drop over a 10-minute period. The water drop was recorded for twelve test intervals. Water was added to the test holes after each test ,G,
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interval. The field percolation rates were then converted to an infiltration rate using the Porchet Method.
The infiltration rates for the percolation tests are presented in the follow table after the water level had stabilized.
Boring No.
Infiltration Rate (inches per hour)
Depth of Boring (feet)
Boring 1-1
4.86 5
Boring 1-2
20.57 5
Boring 1-3
9.73 5
Boring 1-4
3.58 5
The results of the conversions indicate indicates fair to good infiltration capability. Copies of the percolation data sheets and the Porchet infiltration rate conversion calculations are presented in Appendix C. No factors of safety were applied to the rates provided. Over the lifetime of the infiltration areas, the infiltration rates may be affected by sediment build up and biological activities, as well as local variations in near surface soil conditions. A suitable factor of safety should be applied to the field rate in designing the infiltration system.
It should be noted that the infiltration rates provided above were performed in relatively undisturbed on -site soils. Infiltration rates will vary and are mostly dependent on the underlying consistency of the site soils and relative density. Infiltration rates may be impacted by weight of equipment travelling over the soils, placement of engineered fill and other various factors. GeoTek assumes no responsibility or liability for the ultimate design or performance of the storm water facility.
3.2 LABORATORY TESTING
Laboratory testing was performed on selected relatively undisturbed ring and bulk samples collected during the field exploration. The purpose of the laboratory testing was to confirm the field classification of the materials encountered and to evaluate their physical properties for use in the engineering design and analysis. Results of the laboratory testing program along with a brief description and relevant information regarding testing procedures are included on the exploratory borings logs included in Appendix A and in Appendix B. 'G'
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4. GEOLOGIC AND SOILS CONDITIONS
4.1 REGIONAL SETTING
The subject property is situated in the Peninsular Ranges geomorphic province. The Peninsular Ranges province is one of the largest geomorphic units in western North America. It extends approximately 975 miles south of the Transverse Ranges geomorphic province to the tip of Baja California. This province varies in width from about 30 to 100 miles. It is bounded on the west by the Pacific Ocean, on the south by the Gulf of California and on the east by the Colorado Desert Province.
The Peninsular Ranges are essentially a series of northwest -southeast oriented fault blocks.
Several major fault zones are found in this province. The Elsinore Fault zone and the San Jacinto Fault zone trend northwest -southeast and are found near the middle of the province.
The San Andreas Fault zone borders the northeasterly margin of the province.
More specific to the subject property, the site is located in an area geologically mapped to be underlain by alluvial deposits (Morton, D.M., and Miller, F.K., 2006). No active faults are shown in the immediate site vicinity on the maps reviewed for the area. The nearest zoned faults are the Crafton Hills fault zone (Chicken Hill fault) located about 0.2 miles to the southeast of the site. The San Andreas fault zone (San Bernardino Mountains section (South Branch SAF)) is located about 4.3 miles to the northeast. The San Jacinto fault zone (San Jacinto Valley section (San Bernardino Section - Claremont fault)) is located about 6 miles to the southwest.
4.2 GENERAL SOIL CONDITIONS
A brief description of the earth materials encountered is presented in the following section.
Based on the site reconnaissance, the exploratory excavations and review of published geologic maps, the area investigated is locally underlain by alluvium over sedimentary bedrock.
4.2.1 Fill
Undocumented fill, consisting predominately of loose to medium dense silty sands (SM soil type based upon the Unified Soil Classification System) was encountered in all of the geotechnical and percolation test borings at the time of drilling. The depth of fill ranged from approximately one to five feet in thickness at the exploration locations. It should be realized that thicker deposits of fill may be encountered at the time of grading. ,G,
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4.2.2 Alluvium
Alluvium was encountered in all of the borings to the maximum depth explored (B- I to 51.5 feet). As encountered in the borings, the alluvium consisted of interbedded layers of silty sands, relatively clean sands and sandy silts (SM, SP and ML soil types based upon the Unified Soil Classification System).
Based on the laboratory test results, the near surface soils have a "very low" expansion index (ASTM D 4829). Based on the laboratory test results, the near surface soils have a soluble sulfate content of less than 0.1 percent (ASTM D 4327). Based upon the consolidation tests, the upper site soils are anticipated to demonstrate a moderate potential for hydroconsolidation (settlement due to the addition of water with or without additional loading). The test results are provided in Appendix B.
4.3 SURFACE WATER AND GROUNDWATER
4.3.1 Surface Water
If encountered during earthwork operations, surface water on this site will most be likely the result of precipitation or possibly some minor surface run-off from the surrounding areas.
Overall site area drainage varies due to the site topography and existing improvements.
Provisions for surface drainage will need to be accounted for by the project civil engineer.
4.3.2 Groundwater
Groundwater was not encountered in any of the borings to the maximum depth explored (51.5 feet in Boring B-1) at the time of drilling. Based on a review of groundwater depths noted on the State Department of Water Resources Water Data Library website, historic high groundwater depths at the site are greater than 75 feet below existing grade. Based on the results of the field exploration, review of site area geomorphology and geology, groundwater is not anticipated to adversely affect the proposed site improvements.
4.4 FAULTING AND SEISMICITY
4.4.1 Faulting
The geologic structure of the entire California area is dominated mainly by northwest -trending faults associated with the San Andreas system. The site is in a seismically active region.
However, the site is not situated within a State of California designated "Alquist-Priolo" Earthquake Fault Zone. The nearest zoned faults are the Crafton Hills fault zone (Chicken Hill ,G,
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fault) located about 0.2 miles to the southeast of the site. The subject property is not located within a State of California or County of San Bernardino Seismic Hazard Zone for earthquake - induced landslides and liquefaction.
4.4.2 Seismic Design Parameters
The site is located at approximately 34.0274 degrees West Latitude and 117.0849 degrees North Longitude. Due to the relatively dense nature of the site soils (average blow count greater than 15), a Site Class "D" is considered appropriate for this site. Site spectral accelerations (Ss and S,), for 0.2 and 1.0 second periods for a Class "D" site, was determined from the SEAOC/OSHPD web interface that utilizes the USGS web services and retrieves the seismic design data and presents that information in a report format. As noted, using the ASCE 7-16 option on the SEAOC/OSHPD website, the values for SM, and Sp, are reported as "null -See Section 1 1.4.8 (of ASCE 7-16). As noted in ASCE 7-16, Section 11.4.8, a site -specific ground motion procedure is recommended for Site Class D when the value S, exceeds 0.2.
The value S, for the subject site exceeds 0.2.
For a site Class D, an exception to performing a site -specific ground motion analysis is allowed in ASCE 7-16 where S, exceeds 0.2 provided the value of the seismic response coefficient, Cs, is conservatively calculated by Eq 12.8-2 of ASCE 7-16 for values of T _T> I.5Ts or Eq.
12.8-4 for T>TL.
Assuming that the Cs value calculated by and used by the structural engineer allows for the exclusion per ASCE 7-16, noted above, then a site -specific ground motion analysis is not required. For this assumption and condition, the following seismic design parameters, based on the 2015 National Earthquake Hazards Reduction Program (NEHRP), are presented on the following table:
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SITE SEISMIC PARAMETERS
Mapped 0.2 sec Period Spectral Acceleration, SS
2.162
Mapped 1.0 sec Period Spectral Acceleration, S,
0.73 Site Coefficient for Site Class "D", Fa
1.0 Site Coefficient for Site Class "D", Fv
1.7 Maximum Considered Earthquake Spectral Response Acceleration
2.1623g
for 0.2 Second, SMS
Maximum Considered Earthquake Spectral Response Acceleration
1.241 g
for 1.0 Second, SM,
5% Damped Design Spectral Response Acceleration Parameter at
1.441g
0.2 Second, Sos
5% Damped Design Spectral Response Acceleration Parameter at I
0.827g
second, So,
Peak Ground Acceleration PGAr,
0.965
Seismic Design Category
D
Final selection of the appropriate seismic design coefficients should be made by the project structural engineer based upon the local practices and ordinances, expected building response and desired level of conservatism.
4.5 LIQUEFACTION
Liquefaction describes a phenomenon in which cyclic stresses, produced by earthquake - induced ground motion, create excess pore pressures in relatively cohesionless soils. These soils may thereby acquire a high degree of mobility, which can lead to lateral movement, sliding, consolidation and settlement of loose sediments, sand boils and other damaging deformations. This phenomenon occurs only below the water table, but, after liquefaction has developed, the effects can propagate upward into overlying non -saturated soil as excess pore water dissipates.
The factors known to influence liquefaction potential include soil type and grain size, relative density, groundwater level, confining pressures, and both intensity and duration of ground shaking. In general, materials that are susceptible to liquefaction are loose, saturated granular soils having low fines content under low confining pressures.
The project site is not located within an area mapped by the State of California or County of San Bernardino for liquefaction potential. Based on the current mapping and the depth to groundwater, it is GeoTek's opinion that the liquefaction potential at the site is very low. ,G,
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4.6 OTHER SEISMIC HAZARDS
Due to the relatively dense of the underlying alluvial deposits, seismic -induced ("dry sand") settlements are estimated to be minimal.
Due to the general flat terrain, the potential for seismic induced landslides or lateral spreading is considered nil. The potential for secondary seismic hazards such as a seiche and tsunami is considered negligible due to site elevation and distance from an open body of water.
Evidence of ancient landslides or slope instability at this site was not observed during the site reconnaissance. Therefore, the potential for landslides is considered negligible for design purposes.
S. CONCLUSIONSAND RECOMMENDATIONS
5.1 GENERAL
Development of the site appears feasible from a geotechnical engineering viewpoint. The following recommendations should be incorporated into the design and construction phases of development.
The upper site soils were found to contain varying thicknesses of undocumented fills, were relatively non -uniform, of low relative density, and anticipated to be subject to hydroconsolidation (settlement upon wetting with or without additional loading). These soils are unsuitable for foundation support and thus need to be removed and replaced as compacted engineered fill.
5.2 EARTHWORK CONSIDERATIONS
5.2.1 General
Earthwork and grading should be performed in accordance with the applicable grading ordinances of the City of Yucaipa, County of San Bernardino, the 2019 California Building Code (CBC) and recommendations contained in this report. The Grading Guidelines included in Appendix D outline general procedures and do not anticipate all site -specific situations. In the event of conflict, the recommendations presented in the text of this report should supersede those contained in Appendix D.
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5.2.2 Site Clearing
Initial site preparation should commence with removal of debris, existing artificial fill, agricultural materials, any deleterious materials and vegetation within the limits of the planned improvements. These materials should be properly disposed of off -site. Voids resulting from removing any materials should be replaced with engineered fill materials with expansion characteristics similar to the onsite materials.
5.2.3 Site Preparation
Due to the presence of varying thicknesses of undocumented fill, the non -uniform nature and hydroconsolidation potential of the near -surface upper alluvium, following site clearing operations and lowering of site grades where planned, it is recommended that the soils be removed beneath the planned building footprint of the proposed structures to a depth of at least five (5) feet below existing natural grade, or three (3) foot beneath the base of the proposed foundations, whichever is greater. Removal bottoms should be relatively uniform in soil type which is not visibly porous and having an in -place density of at least 85 percent of the soil's maximum dry density as determined by ASTM D 1557 test procedures. A representative of this firm should observe and approve the bottom of all remedial excavations. The lateral extent of this recommended over -excavation should extend at least 5 feet beyond the building or foundation limits.
Following remedial excavations, it is recommended that the exposed subgrade soils beneath all surface improvements be proof rolled with a heavy rubber -tired piece of construction equipment approved by and in the presence of the geotechnical engineering representative. All soil that ruts or excessively deflects during proof rolling should be removed as recommended by the GeoTek representative. Following proof rolling and removal of any unsuitable bearing soil, the exposed subgrade should be scarified to a depth of about 12 inches, be moisture conditioned to slightly above the soil's optimum moisture content and then be compacted to at least 90 percent of the soil's maximum dry density as determined by ASTM D-1557 test procedures.
5.2.4 Engineered Fill
The on -site soils are generally considered suitable for reuse as engineered fill provided they are free from vegetation, debris, oversized materials (6 inch diameter or greater) and other deleterious material. All areas should be brought to final subgrade elevations with fill materials that are placed and compacted in general accordance with minimum project standards.
Engineered fill should be placed in 6-to-8-inch loose lifts, moisture conditioned to slightly above the optimum moisture content and compacted to a minimum relative compaction of 90 percent as determined by ASTM D-1557 test procedures.
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If wet soils are encountered during remedial grading, methods for drying soils such as stockpiling or mixing with dry soils may be required to bring the soils to the required moisture content for placement as engineered fill. Placement of engineered fill should be observed and tested on a full-time basis by a GeoTek representative during grading activities.
5.2.5 Slope Design and Construction
Permanent slope heights are not anticipated to exceed five feet in height. Fill slopes constructed at maximum gradients of 2:1 (h:v), in accordance with industry standards, are anticipated to be both grossly and surficially stable. Where fill is to be placed against sloping terrain with gradients of 5:1 (h:v) or steeper, the sloping ground surface should be benched to remove loose and disturbed surface soil to assure that the new fill is placed in direct contact with competent soils and to provide horizontal surfaces for fill placement. A 10- to 15-foot wide keyway should be constructed at the toe of the fill slope areas extending at least 2 to 3 feet vertically into competent natural material.
The base of the keyways and benches should be sloped back into the sloping ground at a gradient of at least two percent. The base of the benches should be evaluated by a representative of GeoTek prior to processing. Upon approval, the exposed materials should be moistened to at least the optimum moisture content and densified to a relative compaction of at least 90 percent (ASTM D 1557). Fill slopes should be overfilled during construction and then cut back to expose fully compacted soil. A suitable alternative would be to compact the slopes during construction and then roll the final slope to provide a dense, erosion resistant surface.
Additional guidelines for slope construction are provided in Appendix D.
5.2.6 Oversized Rock Disposal
Although unlikely, oversized cobbles, boulders and rock fragments may be encountered during rough grading and utility trench operations. If encountered, on -site disposal of oversized materials is possible, provided the oversized materials are placed as recommended on Plate 4 within Appendix D. Alternatively, over -sized materials can be exported from the site.
5.2.7 Excavation Characteristics
Excavations in the on -site older alluvium should be readily accomplished with heavy-duty earthmoving or excavating equipment in good operating condition. All excavations should be formed in accordance with current Cal -OSHA requirements.
5.2.8 Trench Excavations and Backfill
Temporary trench excavations within the on -site materials should be stable at a 1:1 inclination for short durations during construction and where cuts do not exceed 10 feet in height. ,G,
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Deeper temporary excavations should be reviewed by GeoTek prior to their planned excavation to determine if supplemental recommendations or analysis are warranted. It is anticipated that temporary cuts to a maximum height of 4 feet can be excavated vertically.
Trench excavations should conform to Cal -OSHA regulations. The contractor should have a competent person, per OSHA requirements, on site during construction to observe conditions and to make the appropriate recommendations.
Utility trench backfill should be compacted to at least 90 percent relative compaction (as determined by ASTM D-1557 test procedures). Under -slab trenches should also be compacted to project specifications. Where applicable, based on jurisdictional requirements, the top 12 inches of backfill below subgrade for road pavements should be compacted to at least 95 percent relative compaction. On -site materials may not be suitable for use as bedding material but should be suitable as backfill provided particles larger than 6 inches are removed.
Compaction should be achieved with a mechanical compaction device. Ponding or jetting of trench backfill is not recommended. If backfill soils have dried out, they should be properly moisture conditioned prior to placement in trenches.
5.2.9 Shrinkage and Bulking
Several factors will impact earthwork balancing on the site, including shrinkage, subsidence, trench spoil from utilities and footing excavations, as well as the accuracy of topography.
Shrinkage and subsidence are primarily dependent upon the degree of compactive effort achieved during construction. For planning purposes, a shrinkage factor of about 5 to 15 percent may be considered for excavation and recompaction of the native soils. Site balance areas should be available in order to adjust project grades, depending on actual field conditions at the conclusion of earthwork. Subsidence of up to approximately 0.20 foot may be anticipated resulting from preparation of the underlying soils.
5.2.10 Grading Plan Review
Upon completion of the site grading plans, it is recommended that those plans be provided to GeoTek for review. Based on that review, some modifications to the recommendations provided in this report may be necessary.
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5.3 DESIGN RECOMMENDATIONS
5.3.1 Foundation Design Criteria
The site soils are classified as having a "very low" (0-20) expansion index in accordance with ASTM D 4829. Typical design criteria for the site based upon a "very low" expansion index are tabulated below. These are minimal recommendations and are not intended to supersede the design by the project structural engineer. Once structural loading information is provided, revisions to the recommendations provided in this report may be necessary.
The conventional foundation elements for the proposed buildings should bear entirely in engineered fill soils. Foundations should be designed in accordance with the 2019 CBC.
Expansion index and soluble sulfate evaluation of the soils should be performed during construction to evaluate the as -graded conditions. Final recommendations should be based upon the as -graded soils conditions.
A summary of the foundation design recommendations is presented in the following table:
GEOTECHNICAL RECOMMENDATIONS FOR FOUNDATION DESIGN
Design Parameter
"Very Low" Expansion Index
Foundation Depth or Minimum Perimeter
Beam Depth
12 — One- and two -stories
(inches below lowest adjacent grade)
Minimum Foundation Width (Inches)*
12 — One-story
15 — Two -stories
Minimum Slab Thickness (actual)
4 — Actual
Minimum Slab Reinforcing
6" x 6" — W 1.4 x W 1.4 welded wire fabric placed in
middle of slab or No. 3 bars at 24 inch centers, each way Minimum Footing Reinforcement
Two No. 4 reinforcing bars,
one placed near the top and one near the bottom
Effective Plasticity Index
N/A
Presaturation of Subgrade Soil
Minimum of 100% of the optimum moisture content to a
(Percent of Optimum)
depth of at least 12 inches prior to placing concrete
*Code minimums per Table 1809.7 of the 2019 CBC should be complied with.
An allowable bearing capacity of 2,000 pounds per square foot (psf) may be used for design of building foundations for a footing depth of 12 inches and a footing width of 12 inches. This allowable soil bearing capacity may be increased by 400 psf for each additional 12 inches of embedment depth and by 400 psf for each additional 12 inches in width to a maximum of 3,500 ,G,
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psf. The allowable bearing capacity may also be increased by one-third when considering short- term wind and seismic loads.
The passive earth pressure may be computed as an equivalent fluid having a density of 350 psf per foot of depth, to a maximum earth pressure of 3,500 psf for footings founded on engineered fill or competent native soil. A coefficient of friction between soil and concrete of
0.35 may be used with dead load forces. Passive pressure and frictional resistance may be combined without reduction. The upper one foot of soil should be ignored in the passive pressure calculations unless the surface is covered with pavements.
A grade beam, a minimum of 12 inches wide and 12 inches deep, should be utilized across large entrances. The base of the grade beam should be at the same elevation as the bottom of the adjoining footings.
For footings designed in accordance with the recommendations presented in this report, it is anticipated that a maximum static settlement of less than one inch and a maximum differential static settlement of less than '/2-inch in a 40-foot span will occur.
Where the building slab is to be designed as a beam on an elastic foundation, a modulus of subgrade reaction (k-value) of 200 pounds per cubic inch (pci) may be considered for design based on a presumed value for a 1-foot by 1-foot plate load test. Dependent upon how the mat slab is loaded, the subgrade modulus value may need to be geometrically modified.
A moisture and vapor retarding system should be placed below slabs -on -grade where moisture migration through the slab is undesirable. Guidelines for these are provided in the 2019 California Green Building Standards Code (CALGreen) Section 4.505.2, the 2019 CBC Section 1907.1 and ACI 360R-10. The vapor retarder design and construction should also meet the requirements of ASTM E 1643. A portion of the vapor retarder design should be the implementation of a moisture vapor retardant membrane.
It should be realized that the effectiveness of the vapor retarding membrane can be adversely impacted as a result of construction related punctures (e.g., stake penetrations, tears, punctures from walking on the vapor retarder placed atop the underlying aggregate layer, etc.).
These occurrences should be limited as much as possible during construction. Thicker membranes are generally more resistant to accidental puncture than thinner ones. Products specifically designed for use as moisture/vapor retarders may also be more puncture resistant.
Although the CBC specifies a 6-mil vapor retarder membrane, it is GeoTek's opinion that a minimum 10 mil thick membrane with joints properly overlapped and sealed should be ,G,
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considered, unless otherwise specified by the slab design professional. The membrane should consist of Stego wrap or the equivalent.
Moisture and vapor retarding systems are intended to provide a certain level of resistance to vapor and moisture transmission through the concrete, but do not eliminate it. The acceptable level of moisture transmission through the slab is to a large extent based on the type of flooring used and environmental conditions. Ultimately, the vapor retarding system should be comprised of suitable elements to limited migration of water and reduce transmission of water vapor through the slab to acceptable levels. The selected elements should have suitable properties (i.e., thickness, composition, strength, and permeability) to achieve the desired performance level.
Moisture retarders can reduce, but not eliminate, moisture vapor rise from the underlying soils up through the slab. Moisture retarder systems should be designed and constructed in accordance with applicable American Concrete Institute, Portland Cement Association, Post - Tensioning Concrete Institute, ASTM and California Building Code requirements and guidelines.
GeoTek recommends that a qualified person, such as the flooring contractor, structural engineer, architect, and/or other experts specializing in moisture control within the building be consulted to evaluate the general and specific moisture and vapor transmission paths and associated potential impact on the proposed construction. That person (or persons) should provide recommendations relative to the slab moisture and vapor retarder systems and for migration of potential adverse impact of moisture vapor transmission on various components of the structures, as deemed appropriate.
In addition, the recommendations in this report and GeoTek's services in general are not intended to address mold prevention; since GeoTek, along with geotechnical consultants in general, do not practice in the area of mold prevention. If specific recommendations addressing potential mold issues are desired, then a professional mold prevention consultant should be contacted.
It is recommended that control joints in concrete slabs be placed in two directions spaced approximately 24 to 36 times the thickness of the slab in inches. These joints are a widely accepted means to control cracks and should be reviewed by the project structural engineer. ,G,
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5.3.2 Miscellaneous Foundation Recommendations
5.3.2.1 To reduce moisture penetration beneath the slab on grade areas, utility trench excavations should be backfilled with engineered fill, lean concrete or concrete slurry where they intercept the perimeter footing or thickened slab edge.
5.3.2.2 Soils from the footing excavations should not be placed in the slab -on -grade areas unless properly compacted and tested. The excavations should be free of loose/sloughed materials and be neatly trimmed at the time of concrete placement.
5.3.3 Foundation Setbacks
Minimum setbacks for all foundations should comply with the 2019 CBC, City of Yucaipa or County of San Bernardino requirements, whichever is more stringent. Improvements not conforming to these setbacks are subject to the increased likelihood of excessive lateral movements and/or differential settlements. If large enough, these movements can compromise the integrity of the improvements. The top outside edge of all footings should be set back a minimum of H/3 (where H is the slope height) from the face of any descending slope. The setback should be at least five feet and need not exceed 40 feet.
5.3.4 Soil Corrosivity
The soil resistivity at this site was tested in the laboratory on one (1) sample collected during the field investigation. The results of the testing indicate that the on -site soils are considered "mildly corrosive" (12,730 ohm -cm) (Roberge, 2000) to buried ferrous metal in accordance with current standards used by corrosion engineers. Recommendations for protection of buried ferrous metal should be provided by a corrosion engineer. Additional corrosion testing should be performed at the time of site grading to assess the corrosion of potential of the as - graded soils.
5.3.5 Soil Sulfate Content
The sulfate content was determined in the laboratory on one (1) sample collected during the field investigation. The results indicate that the water-soluble sulfate result is less than 0.1 percent by weight, which is considered "negligible" as per Table 4.2.1 of ACI 318. Based on the test results and Table 4.3.1 of ACI 318, no special recommendations for concrete are required for this project due to soil sulfate exposure. ,G,
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5.3.6 Import Soils
Import soils should consist of soils similar or better than the on -site soils and should be tested for expansion and corrosivity potential prior to their use. GeoTek, Inc. should be notified a minimum of 72 hours prior to importing so that appropriate sampling and laboratory testing can be performed.
5.4 RETAINING AND GARDEN WALL DESIGN AND CONSTRUCTION
5.4.1.1 General Design Criteria
Recommendations presented in this report apply to typical masonry or concrete vertical retaining walls to a maximum height of up to six (6) feet. Additional review and recommendations should be requested for higher walls. These are typical design criteria and are not intended to supersede the design by the structural engineer.
Retaining wall foundations should be embedded a minimum of 18 inches into engineered fill.
Retaining wall foundations should be designed in accordance with Section 5.3 of this report.
Structural needs may govern and should be evaluated by the project structural engineer.
All earth retention structure plans, as applicable, should be reviewed by this office prior to finalization.
Earthwork considerations, site clearing and remedial earthwork for all earth retention structures should meet the requirements of this report, unless specifically provided otherwise, or more stringent requirements or recommendations are made by the designer. The backfill material placement for all earth retention structures should meet the requirement of Section
5.2.4 in this report.
In general, cantilever earth retention structures, which are designed to yield at least 0.001 H, where H is equal to the height of the earth retention structure, may be designed using the "active" condition. Rigid earth retention structures (including but not limited to rigid walls, and walls braced at top, such as typical basement walls) should be designed using the "at -rest" condition.
In addition to the design lateral forces due to retained earth, surcharges due to improvements, such as an adjacent building or traffic loading, should be considered in the design of the earth retention structures. Loads applied within a I:1 (horizontal: vertical) projection from the surcharge on the stem of the earth retention structure should be considered in the design. ,G,
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Final selection of the appropriate design parameters should be made by the designer of the earth retention structures.
5.4.1.2 Cantilevered Walls
The recommendations presented below are for cantilevered retaining walls up to six (6) feet high. Active earth pressure may be used for retaining wall design, provided the top of the wall is not restrained from minor deflections. An equivalent fluid pressure approach may be used to compute the horizontal pressure against the wall. Appropriate fluid unit weights are given below for specific slope gradients of the retained material. These do not include other superimposed loading conditions such as traffic, structures, seismic events, or adverse geologic conditions.
ACTIVE EARTH PRESSURES
Surface Slope of Retained
Materials
(horizontal:vertical)
Equivalent Fluid Pressure
(pcf)
Select Backfill* and Native Soils
Level
43 2:1
73 *The design pressures assume the backfill material has an expansion index less than or equal to 20. Backfill zone includes area between back of the wall to a plane (1:1 horizontal : vertical) up from bottom of the wall foundation (on the backside of the wall) to the ground surface
For walls with a retained height greater than 6 feet, an incremental seismic pressure should be included into the wall design. Where needed, walls taller than 6-foot high should be designed for a seismic earth pressure using a conventional triangular distribution with a value of 33H, where H is the height of the wall.
5.4.1.3 Retaining Wall Backfill and Drainage
The wall backfill should also include a minimum one (1) foot wide section of 3/4- to I -inch clean crushed rock (or an approved equivalent). The rock should be placed immediately adjacent to the back of the wall and extend up from a back drain to within approximately 24 inches of the finish grade. The upper 24 inches should consist of compacted on -site materials. The rock should be separated from the earth with filter fabric. The presence of other materials might necessitate revision to the parameters provided and modification of the wall designs. The backfill materials should be placed in lifts no greater than eight (8) inches in thickness and ,G,
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compacted to a minimum of 90% relative compaction as determined by ASTM D 1557 test procedures. Proper surface drainage needs to be provided and maintained.
As an alternative to the drain, rock and fabric, a pre -manufactured wall drainage product (example: Mira Drain 6000 or approved equivalent) may be used behind the retaining wall. The wall drainage product should extend from the base of the wall to within two (2) feet of the ground surface. The subdrain should be placed in direct contact with the wall drainage product.
Retaining walls should be provided with an adequate pipe and gravel back drain system to help prevent buildup of hydrostatic pressures. Backdrains should consist of a four (4)-inch diameter perforated collector pipe (Schedule 40, SDR 35, or approved equivalent) embedded in a minimum of one (1) cubic foot per linear foot of 3�4- to I -inch clean crushed rock or an approved equivalent, wrapped in filter fabric (Mirafi 140N or an approved equivalent). The drain system should be connected to a suitable outlet. Waterproofing of site walls should be performed where moisture migration through the walls is undesirable.
5.4.1.4 Restrained Retaining Walls
Retaining walls that will be restrained at the top that support level backfill or that have reentrant or male corners, should be designed for an equivalent at -rest fluid pressure of 65 pcf, plus any applicable surcharge loading. For areas of male or reentrant corners, the restrained wall design should extend a minimum distance of twice the height of the wall laterally from the corner, or a distance otherwise determined by the project structural engineer.
5.4.1.5 Other Design Considerations
■ Wall design should consider the additional surcharge loads from superjacent slopes and/or footings, where appropriate.
■ No backfill should be placed against concrete until minimum design strengths are evident by compression tests of cylinders.
■ The retaining wall footing excavations, backcuts, and backfill materials should be approved by the project geotechnical engineer or their authorized representative. ■ Positive separations should be provided in garden walls at horizontal distances not exceeding 20 feet.
,G,
GEOTEK
ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page 20
5.5 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS
Pavement design for proposed on -site parking and drive areas was conducted per Caltrans Highway Design Manual guidelines for flexible pavements and the Portland Cement Association for rigid pavements. Based on an assumed R-value of 40 and for Traffic Indices (Tls) of 5.0 (light vehicular traffic) and 7.0 (heavy truck traffic) generally associated with these types of projects, the following preliminary sections were calculated:
GEOTECHNICAL RECOMMENDATION
FOR MINIMUM PAVEMENT SECTION
Area
TI
Flexible Pavement*
Rigid Pavement*
Parking/Drive Areas — Light
5.0 3" AC/6" AB
4.0" PCC/4" AB
Vehicular Traffic
Parking/Drive Areas and Loading
7.0 4" AC/ 10" AB
6.5" PCC/4" AB
Docks — Heavy Truck Traffic
*AC = Asphalt Concrete, AB = Aggregate Base, PCC = Portland Cement Concrete with a fc >_ 4,000 psi.
Traffic Indices (Tls) used in the pavement design are considered reasonable values for the proposed pavement areas and should provide a pavement life of approximately 20 years with a normal amount of flexible pavement maintenance. Irrigation adjacent to pavements, without a deep curb or other cutoff to separate landscaping from the paving may result in premature pavement failure. Traffic parameters used for design were selected based upon engineering judgment and not upon information furnished to us such as an equivalent wheel load analysis or a traffic study.
Concrete pavements should be constructed with proper joints to help control cracking. All materials and methods of construction should also conform to the requirements of the City of Yucaipa. These pavement sections should be considered preliminary until reviewed and approved by the City of Yucaipa.
The recommended pavement sections provided are intended as a minimum guideline and final selection of pavement cross section parameters should be made by the project civil engineer, based upon the local laws and ordinates, expected subgrade and pavement response, and desired level of conservatism. If thinner or highly variable pavement sections are constructed, increased maintenance and repair could be expected. Final pavement design should be checked by testing of soils exposed at subgrade (the upper foot) after final grading has been completed.
Asphalt concrete and aggregate base should conform to current Caltrans Standard Specifications Section 39 and 26-1.02, respectively. As an alternative, asphalt concrete can conform to Section 203-6 of the current Standard Specifications for Public Work (Green Book). Crushed aggregate base or crushed miscellaneous base can conform to Section 200-2.2 ,G,
GEOTEK
ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page 21
and 200-2.4 of the Green Book, respectively. Pavement base and subgrade should be compacted to at least 95 percent of the ASTM D 1557 laboratory maximum dry density (modified proctor).
All pavement installation, including preparation and compaction of subgrade, compaction of base material, placement and rolling of asphaltic concrete, should be done in accordance with San Bernardino County specifications, and under the observation and testing of GeoTek and a City Inspector where required. Jurisdictional minimum compaction requirements in excess of the aforementioned minimums may govern.
Deleterious material, excessive wet or dry pockets, oversized rock fragments, and other unsuitable yielding materials encountered during grading should be removed. Once existing compacted fill are brought to the proposed pavement subgrade elevations, the subgrade should be proof -rolled in order to check for a uniform and unyielding surface. The upper 12 inches of pavement subgrade soils should be scarified, moisture conditioned at or near optimum moisture content, and recompacted to at least 95 percent of the laboratory maximum dry density (ASTM D 1557). If loose or yielding materials are encountered during construction, additional evaluation of these areas should be carried out by GeoTek. All pavement section changes should be properly transitioned.
5.6 CONCRETE CONSTRUCTION
5.6.1 General
Concrete construction should follow the 2019 CBC and ACI guidelines regarding design, mix placement and curing of the concrete. If desired, GeoTek could provide quality control testing of the concrete during construction.
5.6.2 Concrete Mix Design
As discussed in Section 5.3.5, no special recommendations for concrete are required for this project due to soil sulfate exposure. Additional testing should be performed during grading so that specific recommendations can be formulated based on the as -graded conditions.
5.6.3 Concrete Flatwork
Exterior concrete flatwork is often one of the most visible aspects of site development. They are typically given the least level of quality control, being considered "non-structural" components. Cracking of these features is common due to various factors. While cracking usually does not affect the structural performance of the concrete, it is unsightly. It is ,G,
GEOTEK
ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page 22
recommended that the same standards of care be applied to these features as to the structure itself.
Exterior concrete slabs and sidewalks should be designed using a four (4) inch minimum thickness. No specific reinforcement is required due to the non-structural nature. However, the use of some reinforcement should be considered. Recommendations can be provided upon request. Some shrinkage and cracking of the concrete should be anticipated as a result of typical mix designs and curing practices commonly utilized in residential construction.
Sidewalks and driveways may be under the jurisdiction of the governing agency. If so, jurisdictional design and construction criteria would apply, if more restrictive than the recommendations presented herein. The upper 12 inches of hardscape subgrade soils should be scarified, moisture conditioned at or near optimum moisture content, and recompacted to at least 90 percent of the maximum dry density as determined by ASTM D 1557 test procedures.
Subgrade soils, classified as having "very low" expansion potential, should be pre -moistened prior to placing concrete. The subgrade soils below exterior slabs, sidewalks, driveways, etc. at the subject site should be pre -saturated to a minimum of 100% of optimum moisture content to a depth of 12 inches for "very low" expansive soils.
All concrete installation, including preparation and compaction of subgrade, should be done in accordance with County of San Bernardino specifications, and under the observation and testing of GeoTek and a County Inspector, if necessary.
5.6.4 Concrete Performance
Concrete cracks should be expected. These cracks can vary from sizes that are hairline to more than 1 /8 inch in width. Most cracks in concrete while unsightly do not significantly impact long-term performance. While it is possible to take measures (proper concrete mix, placement, curing, control joints, etc.) to reduce the extent and size of cracks that occur, some cracking will occur despite the best efforts to minimize it. Concrete undergoes chemical processes that are dependent on a wide range of variables, which are difficult, at best, to control. Concrete, while seemingly a stable material, is subject to internal expansion and contraction due to external changes over time.
One of the simplest means to control cracking is to provide weakened control joints for cracking to occur along. These do not prevent cracks from developing; they simply provide a relief point for the stresses that develop. These joints are a widely accepted means to control cracks but are not always effective. Control joints are more effective the more closely spaced ,G,
GEOTEK
ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page 23
they are. GeoTek suggests that control joints be placed in two orthogonal directions and located a distance apart approximately equal to 24 to 36 times the slab thickness.
5.7 PLAN REVIEW AND CONSTRUCTION OBSERVATIONS
It is recommended that site grading, specifications, and foundation plans be reviewed by this office prior to construction to check for conformance with the recommendations of this report. It is also recommended that GeoTek representatives be present during site grading and foundation construction to observe and document for proper implementation of the geotechnical recommendations. The owner/developer should have GeoTek perform at least the following duties:
■ Observe site clearing and grubbing operations for proper removal of all unsuitable materials.
■ Observe and test bottom of removals prior to fill placement. ■ Evaluate the suitability of on -site and import materials for fill placement and collect soil samples for laboratory testing where necessary.
■ Observe the fill for uniformity during placement, including utility trench excavation backfill. Also, test the fill for density, relative compaction and moisture content. ■ Observe and probe foundation excavations to confirm suitability of bearing materials with respect to density.
If requested, a construction observation and compaction report can be provided by GeoTek which can comply with the requirements of the governmental agencies having jurisdiction over the project. It is recommended that these agencies be notified prior to commencement of construction so that necessary grading permits can be obtained.
6. INTENT
It is the intent of this report to aid in the design and construction of the proposed development. Implementation of the advice presented in this report is intended to reduce risk associated with construction projects. The professional opinions and geotechnical advice contained in this report are not intended to imply total performance of the project or guarantee that unusual or variable conditions will not be discovered during or after construction.
,G,
GEOTEK
ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page 24
The scope of GeoTek's evaluation is limited to the area explored that is shown on the Exploration Location Map (Figure 2). This evaluation does not and should in no way be construed to encompass any areas beyond the specific area of the proposed construction as indicated to GeoTek by the client. Further, no evaluation of any existing site improvements is included. The scope is based on GeoTek's understanding of the project and the client's needs, GeoTek's proposal (Proposal No. P-0703522-CR-R) dated July 14, 2022, and geotechnical engineering standards normally used on similar projects in this region.
7. LIMITATIONS
GeoTek's findings are based on site conditions observed and the stated sources. Thus, GeoTek's comments are professional opinions that are limited to the extent of the available data.
GeoTek has prepared this report in a manner consistent with that level of care and skill ordinarily exercised by members of the engineering at this time and location and science professions currently practicing under similar conditions in the jurisdiction in which the services are provided, subject to the time limits and physical constraints applicable to this report.
Since GeoTek's recommendations are based on the site conditions observed and encountered at the stated times and laboratory testing. Thus, GeoTek's conclusions and recommendations are professional opinions that are limited to the extent of the available data. Observations during construction are important to allow for any change in recommendations found to be warranted. These opinions have been derived in accordance with current standards of practice and no warranty of any kind is expressed or implied. Standards of care/practice are subject to change with time.
8. SELECTED REFERENCES
American Concrete Institute (ACI), 2006, Publication 302.2R-06, Guide for Concrete Slabs That Receive Moisture Sensitive Flooring Materials.
, 2010, Publications 360R-10, Guide to Design of Slabs -On -Ground.
Bowles, J. E., 1977, "Foundation Analysis and Design", Second Edition. ,G,
GEOTEK
ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page 25
Bryant, W.A., and Hart, E.W., 2007, Fault Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps, California Geological Survey: Special Publication 42.
California Code of Regulations, Title 24 Part 2, 2019 "California Building Code," 2 volumes.
California Department of Transportation, 2018, "Highway Design Manual", 6th Edition.
Department of the Navy, 1982, "Foundations and Earth Structures", Design Manual 7.2.
GeoTek, Inc., In-house proprietary information.
Morton, D.M., and Miller, F.K., 2006,"Geologic map of the San Bernardino and Santa Ana 30' x 60' quadrangles, California", U.S. Geological Survey, Open -File Report OF-2006-1217, scale 1:100,000.
Peck R. B., Hanson W. H. & Thornburn T. H., 1974, "Foundation Engineering", Second edition.
Roberge, P. R., 2000, "Handbook of Corrosion Engineering".
SEA/OSHPD web service, "Seismic Design Maps" ( https://seismicmaps.org) Terzaghi, K. and Peck, R. B., 1967, "Soil Mechanics in Engineering Practice", Second Edition. ,G,
GEOTEK
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APPROXIMATE
SITE AREA
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1000 0 1 001D 2000 30DO 4000 5000 6000 7" 8000 9000 1 DDOWD FEET
Rockwell Land Co.
APNs 0318-021-18, -19 and -58 Figure 1
120 Street and Avenue E
Yucaipa, San Bernardino County, California Site Location I and
NORTH Topography
GeoTek Project No. 3272-CR Map G E 0 T E K
091
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Rockwell Land Co.
Yucaipa, San Bernardino County, California
GeoTek Project No. 3272-CR
h,
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-- LEGEND
B-6
Approximate Location of
t Q • Exploratory Borings
h
k ~ Approximate Location of
• Infiltration Tests
,•
Scale As Shown
13 NORTH
Figure 2
Boring and Infiltration
Test Location Map
"-r�
GEOTEK
APPENDIX A
LOGS OF EXPLORATORY BORINGS
Proposed Yucaipa Village Partners
Assessor's Parcel Number 0318-021-18, -19 and -58
12th Street and Avenue E
Yucaipa, San Bernardino County, California
Project No. 3272-CR
'G,
G E O T E K
ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page A- I
A - FIELD TESTING AND SAMPLING PROCEDURES
The Modified Split -Barrel Sampler (Ring)
The Ring sampler is driven into the ground at various depths in accordance with ASTM D 3550 test procedures. The sampler, with an external diameter of 3.0 inches, is lined with I -inch long, thin brass rings with inside diameters of approximately 2.4 inches. The sampler is typically driven into the ground 12 or 18 inches with a 140-pound hammer free falling from a height of 30 inches. Blow counts are recorded for every 6 inches of penetration as indicated on the log of boring. The samples are removed from the sample barrel in the brass rings, sealed, and transported to the laboratory for testing.
The Standard Penetration Test (SPT) Sampler
Standard penetration tests (SPT) were performed with a 2.0-inch outside diameter, 1.5-inch inside diameter, split -barrel sampler. The sampler was 18 inches long. The inside diameter of the sampler shoe was 1.4 inches. The sampler was unlined. The sampler conformed to the requirements of ASTM D 1586. A 140-pound automatic trip hammer was utilized, dropping 30 inches for each blow. Blow counts are recorded for every 6 inches of penetration as indicated on the log of boring. Disturbed samples are removed from the sample barrel, sealed in a plastic bag, and transported to the laboratory for testing.
Bulk Samples (Large)
These samples are normally large bags of earth materials over 20 pounds in weight collected from the field by means of hand digging or exploratory cuttings.
Bulk Samples (Small)
These are plastic bag samples which are normally airtight and contain less than 5 pounds in weight of earth materials collected from the field by means of hand digging or exploratory cuttings. These samples are primarily used for determining natural moisture content and classification indices.
B - BORING LOG LEGEND
The following abbreviations and symbols often appear in the classification and description of soil and rock on the log of borings:
SOILS
USCS
Unified Soil Classification System
f-c
Fine to coarse
f-m
Fine to medium
GEOLOGIC
B: Attitudes
Bedding: strike/dip
J: Attitudes
Joint: strike/dip
C: Contact line
.......... Dashed line denotes USCS material change
Solid Line denotes unit / formational change
Thick solid line denotes end of boring
(Additional denotations and symbols are provided on the boring logs) ,G,
GEOTEK
GeoTek, Inc.
LOG OF EXPLORATORY BORING
CLIENT:
PROJECT NAME:
PROJECT NO.:
LOCATION:
Rockwell Land Co.
Yucaipa Village
3272-CR
See Boring Location Map
DRILLER:
DRILL METHOD:
HAMMER:
2R Drilling LOGGED BY:
Hollow Stem
140#/30"
KIG
OPERATOR: Jerry
RIG TYPE: Track Rig
DATE: 7/25/2022
SAMPLES
Laboratory
Testing
-
E
0 E
Boring No.: B-I SHEET I OF 2
°
z
U
o
z
o
d
j
�s
o
m
A
MATERIAL DESCRIPTION AND COMMENTS
°
0 Undocumented Fill:
SM
Silty f-c SAND, olive -brown, slightly moist, loose to medium dense 5 RI
MD, El, SH
8 MUSM
Alluvium:
9.8 95.7
El = 0
7 f sandy SILT to silty f SAND, olive -brown, moist, stiff to medium dense, trace oxidation staining, trace rootlet stringers
5 ---------
14 ---------
R2
--------
SM
--------------------------------------------------------------------------------------------- trace medium sand, stiff to dense
--------
---------
------------------------------
20 6.8
108.9
26 19
R3
Silty f-c SAND, olive -brown, slightly moist, dense
23 27
10 14
R4
Silty f SAND, brown, moist, dense
19 3.1
113.1
34 15
21 RS
Silty f SAND, brown, moist, dense, trace medium sand, trace coarse sand 26 5.9
120.6
32 20
19 R6
Silty f SAND, brown, moist to very moist, dense
32 40
25 17
S I
trace fine gravel
21 7.8
27 30
—
24 S2
Silty f SAND, brown, moist, dense, few medium sand, few coarse sand 29 30
°
Sample type: ■ ---Ring , ---SPT---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table Z
w
—
w
AL = Atterberg Limits El = Expansion Index SA — Sieve Analysis RV = R-Value Test Lab testing:
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density
GeoTek, Inc.
LOG OF EXPLORATORY BORING
CLIENT:
PROJECT NAME:
PROJECT NO.:
LOCATION:
Rockwell Land Co.
Yucaipa Village
3272-CR
See Boring Location Map
DRILLER:
DRILL METHOD:
HAMMER:
2R Drilling LOGGED BY:
Hollow Stem
140#/30"
KIG
OPERATOR: Jerry
RIG TYPE: Track Rig
DATE: 7/25/2022
SAMPLES
Laboratory
Testing
-
E
0 E
Boring No.: B-1 SHEET 2 OF 2
°
z
U
o
z
o
d
j
�s
o
m
A
MATERIAL DESCRIPTION AND COMMENTS
°
35 23
S3
Silty f-m SAND, brown, moist, dense, trace gravel, few coarse sand 29 4.0
34 40
—
24 S4
30 38
45 29
SS
Silty f SAND, brown, moist to very moist, dense, few medium sand 38 7.7
22.4% Passing #200 Sieve
41 50
---
----------- ----- ----------------- -- ---- - ----- ------------- ---- ------------------ -----
25 S6
SM/SP
f-m SAND with silt, light brown, moist, dense, trace coarse sand,
6.8% Passing #200 Sieve
31 trace fine gravel
3.2 31
BORING TERMINATED AT 51.5 FEET
No groundwater encountered
Boring backfilled with soil cuttings
Sample We: ■ ---Ring , ---SPT �---Small Bulk ®---Large Bulk ❑ ---No Recovery � ---Water Table Z
w
—
wAL
= Atterberg Limits El = Expansion Index SA — Sieve Analysis RV = R-Value Test LU
Lab testing:
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density
GeoTek, Inc.
LOG OF EXPLORATORY BORING
CLIENT:
PROJECT NAME:
PROJECT NO.:
LOCATION:
Rockwell Land Co.
Yucaipa Village
3272-CR
See Boring Location Map
DRILLER:
DRILL METHOD:
HAMMER:
2R Drilling LOGGED BY:
Hollow Stem
140#/30"
KIG
OPERATOR: Jerry
RIG TYPE: Track Rig
DATE: 7/25/2022
SAMPLES
Laboratory
Testing
m
o
m
E
V
0 E
Boring No.: B-2
o
z
F.
U
o n
z
F
o
O
m
A
MATERIAL DESCRIPTION AND COMMENTS
°
0 Undocumented Fill:
SM
Silty f-c SAND, olive -brown, slightly moist, loose, few gravel, some debris Alluvium:
SM/ML
2 R I
Silty f SAND to f sandy SILT, light brown, moist, loose to stiff, trace rootlets 4 5.0
95.1 6
5 ----
---------
15 ---------
R2
--------
ML
---------------------------------------------------------------------------------------------- f sandy SILT, light brown, moist, stiff
--------
---------
------------------------------
16 6.6
104.1
19 16
R3
trace clay
19 6.1
109.4
21 10
17 R4
f sandy SILT, olive -brown, moist, stiff, some oxidation staining 20 5.2
106.4
26 15
--------
12 ---------
RS
-------
SM
--------------------------------------------------------------------------------------------- --------
--------
------------------------------
silty f-m SAND, brown, moist, dense, few coarse sand, some oxidation staining 21 23
20 23
R6
26 5.7
114.0
31 BORING TERMINATED AT 21.5 FEET
No groundwater encountered
Boring backfilled with soil cuttings
25 30
Z
w
Sample type: ■ ---Ring , ---SPT---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table —
wAL
= Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test LU
Lab testing:
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density
GeoTek, Inc.
LOG OF EXPLORATORY BORING
CLIENT:
PROJECT NAME:
PROJECT NO.:
LOCATION:
Rockwell Land Co.
Yucaipa Village
3272-CR
See Boring Location Map
DRILLER:
DRILL METHOD:
HAMMER:
2R Drilling LOGGED BY:
Hollow Stem
140#/30"
KIG
OPERATOR: Jerry
RIG TYPE: Track Rig
DATE: 7/25/2022
SAMPLES
Laboratory
Testing
m0
E
V
E
Boring No.: B-3
T_-�:
z
F.
o
it,O
A
MATERIAL DESCRIPTION AND COMMENTS
°
0 Undocumented Fill:
SM
Silty f-c SAND, olive -brown, slightly moist, loose, few gravel, trace debris 6 RI
Silty f-c SAND, brown, slightly moist to moist, medium dense, some gravel Corrosion
8 II
2.5 93.4
Alluvium:
5 15
R2
SM
Silty f SAND, brown, moist, dense
18 4.5
111.5
20 14
R3
Silty f SAND, brown, moist, trace gravel, trace oxidation staining 19 11.2
111.2
Collapse
25 10
----
---------
14 ---------
R4
--------
ML
-------y---------------------------------- ------------------------------------------- stiff, trace fine ravel
f sand SILT, dark brown, moist to very — moist, veryg
--------
---------
------------------------------
17 6.2
106.5
20 15
----
18 ---------
R5
--------
SM
-------------------------------------------------------------------------------------------- Silty f-m SAND, reddish -brown, moist, dense, trace coarse sand, trace gravel, --------
---------
------------------------------
20 trace oxidation staining
27 BORING TERMINATED AT 16.5 FEET
No groundwater encountered
Boring backfilled with soil cuttings
20 25
30 CI
Z
w
Sample type: ■ ---Ring , ---SPT ---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table —
wAL
= Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test LU
Lab testing:
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density
GeoTek, Inc.
LOG OF EXPLORATORY BORING
CLIENT:
PROJECT NAME:
PROJECT NO.:
LOCATION:
Rockwell Land Co.
Yucaipa Village
3272-CR
See Boring Location Map
DRILLER:
DRILL METHOD:
HAMMER:
2R Drilling LOGGED BY:
Hollow Stem
140#/30"
KIG
OPERATOR: Jerry
RIG TYPE: Track Rig
DATE: 7/25/2022
SAMPLES
Laboratory
Testing
m
o
m
E
V
0 E
Boring No.: B-4
o
z
F.
U
o n
z
F
o
O
m
A
MATERIAL DESCRIPTION AND COMMENTS
°
0 Undocumented Fill:
SM
Silty f-m SAND, light brown, slightly moist, loose, trace gravel 12 RI
24 Alluvium:
2.4 114.2
20 SM
Silty f-c SAND, brown, moist, medium dense
5 14
R2
Silty f-m SAND, brown, moist, medium dense, few fine gravel 14 5.6
111.9
Collapse
18 14
R3
19 3.3
116.8
22 10
17 R4
Silty f-c SAND, brown, moist, medium dense, trace fine gravel 18 20
15 19
R5
Silty f-m SAND, brown, moist, medium dense, few coarse sand, trace gravel 21 8.7
119.1
21 20
13 R6
Silty f-m SAND, olive -brown, moist, medium dense, few gravel, few coarse sand 20 27
BORING TERMINATED AT 21.5 FEET
No groundwater encountered
Boring backfilled with soil cuttings
25 30
Sample type: ■ ---Ring , ---SPT---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table Z
w
—
wAL
= Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test LU
Lab testing:
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density
GeoTek, Inc.
LOG OF EXPLORATORY BORING
CLIENT:
PROJECT NAME:
PROJECT NO.:
LOCATION:
Rockwell Land Co.
Yucaipa Village
3272-CR
See Boring Location Map
DRILLER:
DRILL METHOD:
HAMMER:
2R Drilling LOGGED BY:
Hollow Stem
140#/30"
KIG
OPERATOR: Jerry
RIG TYPE: Track Rig
DATE: 7/25/2022
SAMPLES
Laboratory
Testing
m
o
m
E
V
0 E
Boring No.: B-5
z
F.
U
o
z
°
F
o
O
A
MATERIAL DESCRIPTION AND COMMENTS
°
0 Undocumented Fill:
SM
Silty f-m SAND, light brown, slightly moist, loose, trace gravel Alluvium:
SM
7 RI
Silty f-c SAND, olive -brown, slightly moist to moist, medium dense 18 2.1
118.2
20 5
14 R2
Silty f-c SAND, brown, moist, medium dense
16 3.5
117.7
18 14
R3
Silty f SAND, dark brown, moist, medium dense
18 7.6
116.3
25 10
15 R4
Silty f SAND, dark brown, moist, medium dense, trace clay 19 113.4
11.9 Collapse
25 15
---
--------
15 ---------
RS
-------
SM/ML
--------------------------------------------------------------------------------------------- Silty f SAND to f sandy SILT, dark brown, moist, medium dense to stiff --------
--------
------------------------------
17 18
20 --------
--------------------------------------------------------------------------------------------- --------
---------
-- ---------------------------
I S
R6
SM
Silty f-c SAND, brown, moist, medium dense, trace fine gravel 19 116.5
4.8 16
BORING TERMINATED AT 21.5 FEET
No groundwater encountered
Boring backfilled with soil cuttings
25 30
Z
w
Sample type: ■ ---Ring , ---SPT---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table —
wAL
= Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test LU
Lab testing:
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density
GeoTek, Inc.
LOG OF EXPLORATORY BORING
CLIENT:
PROJECT NAME:
PROJECT NO.:
LOCATION:
Rockwell Land Co.
Yucaipa Village
3272-CR
See Boring Location Map
DRILLER:
DRILL METHOD:
HAMMER:
2R Drilling LOGGED BY:
Hollow Stem
140#/30"
KIG
OPERATOR: Jerry
RIG TYPE: Track Rig
DATE: 7/25/2022
SAMPLES
Laboratory
Testing
m
o
m
E
V
0 E
Boring No.: I-
z
F.
U
o n
z
o
F
o
O
m
A
MATERIAL DESCRIPTION AND COMMENTS
°
0 Undocumented Fill:
SM
Silty f-c SAND, olive -brown, slightly moist, loose, trace debris Alluvium:
SM/ML
silty f SAND to f sandy SILT, brown, moist, medium dense to stiff 5 BORING TERMINATED AT 5 FEET
No groundwater encountered
Boring set with pipe, sock, and gravel
10 15
20 25
30 0
Sample type: ■ ---Ring , ---SPT---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table Z
w
—
wAL
= Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test LU
Lab testing:
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density
GeoTek, Inc.
LOG OF EXPLORATORY BORING
CLIENT:
PROJECT NAME:
PROJECT NO.:
LOCATION:
Rockwell Land Co.
Yucaipa Village
3272-CR
See Boring Location Map
DRILLER:
DRILL METHOD:
HAMMER:
2R Drilling LOGGED BY:
Hollow Stem
140#/30"
KIG
OPERATOR: Jerry
RIG TYPE: Track Rig
DATE: 7/25/2022
SAMPLES
Laboratory
Testing
m
o
m
E
V
0 E
Boring No.: 1-2
z
F.
U
o n
z
o
F
o
O
m
A
MATERIAL DESCRIPTION AND COMMENTS
°
0 Undocumented Fill:
SM
Silty f-c SAND, olive -brown, slightly moist, loose, few gravel, some rootlets Same as above
5 BORING TERMINATED AT 5 FEET
No groundwater encountered
Boring set with pipe, sock, and gravel
10 15
20 25
30 Sample type: ■ ---Ring , ---SPT---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table Z
w
—
wAL
= Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test LU
Lab testing:
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density
GeoTek, Inc.
LOG OF EXPLORATORY BORING
CLIENT:
PROJECT NAME:
PROJECT NO.:
LOCATION:
Rockwell Land Co.
Yucaipa Village
3272-CR
See Boring Location Map
DRILLER:
DRILL METHOD:
HAMMER:
2R Drilling LOGGED BY:
Hollow Stem
140#/30"
KIG
OPERATOR: Jerry
RIG TYPE: Track Rig
DATE: 7/25/2022
SAMPLES
Laboratory
Testing
m0
E
V
E
Boring No.: 1-3
T_-�:
z
o n
v
O
A
MATERIAL DESCRIPTION AND COMMENTS
°
0 Undocumented Fill:
SM
Silty f-c SAND, olive -brown, slightly moist, loose, few gravel, some debris Alluvium:
SM/ML
Silty f SAND to f sandy SILT, light brown, moist, loose to medium dense 5 BORING TERMINATED AT 5 FEET
No groundwater encountered
Boring set with pipe, sock, and gravel
10 15
20 25
30 Sample type: ■ ---Ring , ---SPT---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table Z
w
—
wAL
= Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test LU
Lab testing:
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density
GeoTek, Inc.
LOG OF EXPLORATORY BORING
CLIENT:
PROJECT NAME:
PROJECT NO.:
LOCATION:
Rockwell Land Co.
Yucaipa Village
3272-CR
See Boring Location Map
DRILLER:
DRILL METHOD:
HAMMER:
2R Drilling LOGGED BY:
Hollow Stem
140#/30"
KIG
OPERATOR: Jerry
RIG TYPE: Track Rig
DATE: 7/25/2022
SAMPLES
Laboratory
Testing
m
o
m
E
V
0 E
Boring No.: 1-4
z
F.
U
o n
z
o
F
o
O
m
A
MATERIAL DESCRIPTION AND COMMENTS
°
0 Undocumented Fill:
SM
Silty f-c SAND, olive -brown, slightly moist, loose, few gravel Alluvium:
ML
f sandy SILT, brown, moist, stiff
5 BORING TERMINATED AT 5 FEET
No groundwater encountered
Boring set with pipe, sock, and gravel
10 15
20 25
30 0
Sample type: ■ ---Ring , ---SPT---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table Z
w
—
wAL
= Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test LU
Lab testing:
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density
APPENDIX B
LABORATORY TEST RESULTS
Proposed Yucaipa Village Partners
Assessor's Parcel Number 0318-021-18, -19 and -58
12th Street and Avenue E
Yucaipa, San Bernardino County, California
Project No. 3272-CR
'G,
G E O T E K
ROCKWELL LAND CO. Project No. 3272-CR
Geotechnical and Infiltration Evaluation August 9, 2022 Yucaipa, San Bernardino Count, California Page 13-1
SUMMARY OF LABORATORY TESTING
Classification
Soils were classified visually in general accordance with the Unified Soil Classification System (ASTM Test Method D 2487). The soil classifications are shown on the logs of borings in Appendix A.
Collapse Test
Collapse tests were performed on selected samples of the site soils in general accordance with ASTM D 5333 test procedures. The results of this test are presented graphically in Appendix B.
Direct Shear
Shear testing was performed in a direct shear machine of the strain -control type in general accordance with ASTM D 3080 test procedures. The rate of deformation was approximately 0.035 inch per minute.
The sample was sheared under varying confining loads in order to determine the coulomb shear strength parameters, angle of internal friction and cohesion. The tests were performed on soil samples remolded to approximately 90 percent of maximum dry density as determined by ASTM D 1557 test procedures. The shear test results are presented graphically in Appendix B.
Expansion Index
Expansion Index testing was performed one soil samples. Testing was performed in general accordance with ASTM Test Method D 4829. The results of the testing are provided below and in Appendix B.
Boring No.
Depth (ft.)
Description
Expansion Index
Classification
B-1
0-5
Silty Sand (SM)
0 Very Low
In -Situ Moisture and Density
The natural water content of sampled soils was determined in general accordance with ASTM D 2216 test procedures on samples of the materials recovered from the subsurface exploration. In addition, in - place dry density of the sampled soils was determined in general accordance with ASTM D 2937 test procedures on relatively undisturbed samples to measure the unit weight of the subsurface soils.
Results of these tests are shown on the boring logs at the appropriate sample depths in Appendix A.
Moisture -Density Relationship
Laboratory testing was performed on one sample collected during the subsurface exploration. The laboratory maximum dry density and optimum moisture content for the soil type was determined in general accordance with test method ASTM Test Procedure D 1557. The results are presented graphically in Appendix B.
Sulfate Content, Resistivity and Chloride Content
Testing to determine the water-soluble sulfate content was performed in general accordance with ASTM D4327 test procedures. Resistivity testing was completed in general accordance with ASTM G 187 test procedures. Testing to determine the chloride content was performed in general accordance with ASTM D4327 test procedures. The results of the testing are provided in Appendix B. pH
Chloride
Sulfate
Resistivity
Boring #
(ft.)
ASTM D4972
ASTM D4327
ASTM D4327 (% by
ASTM G 187
(mg/kg)
weight)
(ohm -cm)
B-3
0-5
5.2 41.7
0.0026
12,730
,G,
GEOTEK
0.1 0.00 r
0 1.00
Cn
w
z
Y
_U
W
J
2.00 Q
Cn
LL
0 I-
z
W
U
w 3.00
a
z
0 F
Q
0 J
0 Cn
zz 4.00
U
5.00 STRESS IN KIPS PER SQUARE FOOT
1.0 -- &--- Seating Cycle
• Loading Prior to Inundation
3 Loading After Inundation
--f--- Rebound Cycle
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546
GEOTEK
ICHECKED BY: DA ILab: Corona
PROJECT NO.: 3272-CR IDate: 7/28/2022
10.0 COLLAPSE REPORT
Sample: B-3 @ 7 feet
100.0
Plate B-1
Cl)
U)
w
z
Y
_U
W
J
a
Q
U)
W
O
I-
z
W
U
W
a
z
O
F
Q
0 J
O
z
O
U
1 11
1.00 2.00
3.00 4.00
0.1 STRESS IN KIPS PER SQUARE FOOT
1.0 -- &--- Seating Cycle
• Loading Prior to Inundation
3 Loading After Inundation
--f--- Rebound Cycle
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546
GEOTEK
ICHECKED BY: DA ILab: Corona
PROJECT NO.: 3272-CR IDate: 7/28/2022
10.0 COLLAPSE REPORT
Sample: B-4 @ 5 feet
100.0
Plate B-i
0.1 0.00 r
0 1.00
Cn
w
z
Y
_U
W
J
2.00 Q
Cn
LL
0 I-
z
W
U
w 3.00
a
z
0 F
Q
0 J
0 Cn
zz 4.00
U
5.00 STRESS IN KIPS PER SQUARE FOOT
1.0 -- &--- Seating Cycle
• Loading Prior to Inundation
3 Loading After Inundation
--f--- Rebound Cycle
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546
GEOTEK
ICHECKED BY: DA ILab: Corona
PROJECT NO.: 3272-CR IDate: 7/28/2022
10.0 COLLAPSE REPORT
Sample: B-5 @ 10 feet
100.0
Plate 13-21
",--G�
G E O T E K
Project Name: Yucaipa Village
Project Number: 3272-CR
DIRECT SHEAR TEST
Sample Location:
Date Tested:
Shear Strength: ( = 31 iC = 198 psf
B-I @ 0-5 feet
8/ I /2022
Notes: I - The soil specimen used in the shear box was a ring sample remolded to approximately 90% relative compaction from a bulk sample collected during the field investigation.
2 - The above reflect direct shear strength at saturated conditions. 3 - The tests were run at a shear rate of 0.035 in/min.
G E OT E K
MOISTURE/DENSITY RELATIONSHIP
Client: Rockwell Land Co.
Job No.: 3272-CR
Project: Yucaipa Village
Lab No.: Corona
Location: Yucaipa
Material Type: Brown silty fine to medium sand
Material Supplier: -
Material Source: -
Sample Location: B-1 @ 0-5 feet
Sampled By: KG
Date Sampled: -
Received By: MP
Date Received: 7/27/2022
Tested By: BC/MP
Date Tested: 7/27/2022
Reviewed By: DA
Date Reviewed: 8/5/2022
Test Procedure: ASTM D1557 Method: A
Oversized Material (%): 12.2 Correction Required: yes F-A no
MOISTURE/DENSITY RELATIONSHIP CURVE
140
138
136
134
132
V 130
a 128
126
z 124
p 122
>- 120
118
116
114
112
110
0 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 20
MOISTURE CONTENT, %
♦ DRY DENSITY (pcf):
■ CORRECTED DRY DENSITY (pcf):
ZERO AIR VOIDS DRY DENSITY
(pcf)
S.G. 2.7
* S.G. 2.8
• S.G. 2.6
Poly. (DRY DENSITY (pcf):)
- - - -OVERSIZE CORRECTED
— -ZERO AIR VOIDS
Poly. (S.G. 2.7)
Poly. (S.G. 2.8)
Poly. (S.G. 2.6)
MOISTURE DENSITY RELATIONSHIP VALUES
Maximum Dry Density, pcf 130.5 @ Optimum Moisture, % 8.0 Corrected Maximum Dry Density, pcf @ Optimum Moisture, %
MATERIAL DESCRIPTION
Grain Size Distribution:
• Gravel (retained on No. 4)
• Sand (Passing No. 4, Retained on No. 200)
• Silt and Clay (Passing No. 200)
Classification:
Unified Soils Classification:
AASHTO Soils Classification:
Atterberg Limits:
Liquid Limit, %
Plastic Limit, %
Plasticity Index, %
'-'C�
G E O T E K
Client: Rockwell Land Co.
Project Number. 3272-CR
Project Location: Yucaipa Village Partners
Ring #: Ring Dia. : 4.01" Ring Ht.:1"
DENSITY DETERMINATION
EXPANSION INDEX TEST
Weight of compacted sample & ring (gm) 782.8
Weight of ring (gm) 364.1
Net weight of sample (gm) 418.7
Wet Density, lb / ft3 (C*0.3016) 126.3
Dry Density, lb / ft3 (D/1.F) 116.9
SATURATION DETERMINATION
Moisture Content, % 8.0
Specific Gravity, assumed 2.70
Unit Wt. of Water @ 20 °C, (pcf) 62.4
Saturation 49.0
(ASTM D4829)
Tested/ Checked By.
Date Tested:
Sample Source:
Sample Description:
READINGS
DATE
TIME
READING
8/5/2022
0.6750
8/5/2022
0.6750
8/6/2022
0.6750
MP Lab No Corona
8/5/2022
B-1 @ 0-5 feet
Initial
10 min/Dry
FINAL MOISTURE
Final Weight of wet
sample & tare
% Moisture
794.1
10.7 EXPANSION INDEX = 0
Final
Project X REPORT S220727E
Corrosion Engineering Page 1
rAlCorrosion Control — Soil, Water, Metallurgy Testing Lab Results OnlySoil Testing
for
Yucaipa Village
July 29, 2022
Prepared for:
Anna Scott
GeoTek, Inc.
1548 North Maple Street
Corona, CA 92280
[email protected]
Project X Job#: S220727E
Client Job or PO#: 3272-CR Rockwell Land Co.
Respectfully Submitted, .: 4
No. MM02 m
Eduardo Hernandez, M.Sc., P.E.
Sr. Corrosion Consultant ,
NACE Corrosion Technologist #16592 J�.
Professional Engineer -�e OF CAL IN
California No. M37102
ehernandeznoroi ectxcorro lion. com
29990 Technology Dr, Suite 13, Murrieta, CA 92563 Tel: 213-928-7213 Fax: 951-226-1720 www.projectxcorrosion.com
Project X
Corrosion Engineering
rAkICorrosion Control — Soil, Water, Metallurgy Testing Lab Soil Analysis Lab Results
Client: GeoTek, Inc.
Job Name: Yucaipa Village
Client Job Number: 3272-CR Rockwell Land Co.
Project X Job Number: S220727E
July 29, 2022
REPORT S220727E