The Salton Trough is an internally draining area with no readily available outlet to Gulf of California and with portions well below sea level (·253' msl). The region is intermittently blocked from the Gulf of California by the damming effects of the Colorado River delta (current elevation +30'msl). Between about 300AD and 1600 AD (to 1700 ?) the Salton Trough has been inundated by the River's water, forming ancient Lake Cahuilla (max. elevation +58' ms!). Since that time the floor of the 1'rough has been repeatedly flooded with other "fresh" water lakes (1849, 1861, and 1891), the most recent and historically long lived being the current Salton Sea (1905). The sole outlet for these waters is evaporation, leaving behind vast amounts of terrestrial sediment materials and evaporite minerals.
The site has been mapped by Rogers (1965) to be immediately underlain by undifferentiated Quaternary age alluvium and sand (Qal-Qs). The regional geologic setting for the site vicinity is presented on the Regional Geologic Map (Figure 2),
SUBSURFACE CONDITIONS
The subsurface conditions at the site were investigated by drilling ten (10) exploratory boreholes to depths between approximately 21.5 and 51.5 feet bgs. The approximate locations of the boreholes are illustrated on the Borehole Location Plan (Figure 3). The boreholes were advanced using a truck-mounted Mobile B-61 drill rig equipped with 8-inch outside diaml!'ler (O.D.) hollow stem augers, A representative of Sladden was on-site to log the materials encountered and retrieve samples for laboratory testing and engineering analysis.
During our field investigation. a thin mantle of artificial fill soil on the order of five (5) feet bgs was encountered directly overlying alluvium consisting of silty sand, sand and silt, Detailed description~ of the subsurface materials encountered are included in Appendix A of this report.
Groundwater was not encountered during our field investigation. Based on our field investigation and previous experience in the project vicinity, it is our opinion that groundwater should not be a factor during the construction of the proposed project.
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October 19, 2010
SEISMICITY AND FAULTING
Project No. 544-10159
10-10-237
The southwestern United States is a tectonically active and structurally complex region, dominated by northwest trending dextral faults. The faults of the region are often part of complex fault systems, composed of numerous subparallel faults which splay or step from main fault traces. Strong seismic shaking could be produced by any of these faults during the design life of the proposed project.
We consider the most significant geologic hazard to the project to be the potential for moderate to strong seismic shaking that is likely lo occur during the design life of the project. The proposed project is located in the highly seismic Southern California region within the influence of several fault systems that are considered to be active or potentially active. An active fault is defined by the State of California as a "sufficiently active and well defined fault" that has exhibited surface displacement within the Holocene epoch (about the last 11,000 years). A potentially active fault is defined by the Stale as a fault with a history of movement within Pleistocene lime (between 11,000 and 1.6 million years ago).
As previously stated, the site has been subjected to strong seismic shaking related to active faults that traverse through the region. Some of the more significant seismic events near the subject site within recent limes include: M6.0 North Palm Springs (1986), M6.l Joshua Tree (1992), M7.3 landers (1992), M6.2 Big Bear (1992) and M7.l Hector Mine (1999).
Table 1 lists the closest known potentially active faults that was generated in part using the EQFAUL T computer program (Blake, 2000), as modified using the fault parameters from The Revised 2002 California Probabilistic Seismic Hazard Maps (Cao et al, 2003). This table does not identify the probability of reactivation or the on-site effects from earthquakes occurring on any of the other faults in the region.
TABLE 1
CLOSEST KNOWN ACTIVE FAULTS
Fault Name Distance Maximum
(Km) Event
San Andreas -Coachella --12.2 7.2
San Andreas -Southern 12.2 7.2
San Andreas -San Bernardino 17.6 7.5
Burnt Mountain 20.4 6.5
Eureka Peak 24.1 6.4
San Jacinto -Anza 30.7 7.2
San Jacinto -Coyote Creek 35.3 6.8
Pinto Mountain 36.3 7.2
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October 19, 2010 - 5 -
2007 CBC SEISMIC DESIGN PARAMETERS
Project No. 544-10159
l0-10-237
Stadden has reviewed the 2007 California Building Code (CBC) and summarized the current seismic design parameters for the proposed residential structures. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2007 CBC or ASCE7. According to the 2007 CBC, Site Class D may be used to estimate design seismic loading for the proposed structure. The period of the structures should be less than ½ second. This assumption should be verified by the project structural engineer. The 2007 CBC Seismic Design Parameters are summarized below.
Occupancy Category (Table 1604.5): Tl
Site Class (Table 1613.5.5): D
Ss (Figure 1613.5.1): 1.500g
51 (Figure 1613.5.1): 0.600g
Fa (Table 1613.5.3(1)): 1.0
Fv (Table 1613.5.3(2)): 1.5
Sms (Equation 16-37 {Fa XS,}): 1.500g
Srn1 (Equation 16-38 {Fv X S1}): 0.900g
SDS (Equation 16-39 {2/3 X Srns)): 1,000g
SDI (Equation 16-40 {2/3 X Smll}: 0.600g
Seismic Design Category: D
GEOLOGIC HAZARDS
The subject site is localed in an active seismic zone and will likely experience strong seismic shaking during the design life of the proposed project. In general, the intensity of ground shaking will depend on several factors including: the distance to the earthquake focus, the earthquake magnitude, the response characteristics of the underlying materials, and the quality and type of construction. Geologic hazards and their relationship lo the site are discussed below.
I. Surface Rupture. Surface rupture is expected to occur along preexisting. known active fault traces. However, surface rupture could potentially splay or step from known active faults or rupture along unidentified traces. Based on our review of Rogers (1965), Jennings (1994), Harl and Bryant (1997), and RCLIS (2010), no known faults are currently mapped on or projecting towards the site. In addition, no signs of active surface faulting were observed during our review of non-stereo digitized photographs of the site and site vicinity (Google, 2010; Terra Server 2002). Finally, no signs of active surface fault rupture or secondary seismic effects (lateral spreading. lurching etc.) were identified on-site during our field investigation, Therefore, ii is our opinion that risks associated with primary surface ground rupture should be considered "low".
II.Ground Shaking. The site has been subjected to past ground shaking by faults that traverse through the region. Strong seismic shaking from nearby active faults is expected to produce strong seismic shaking during the design life of the proposed project. A probabilistic approach was employed to estimate the peak ground acceleration (am») that could be experienced at the site. Based on the USGS Probabilistic Hazard Curves (USGS, 2009) the site could be subjected to ground motions on the order of 0.4957g. The peak ground acceleration at the site is judged to have a 475 year return period and a 10 percent chance of exceedence in 50 years.
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III. Liquefaction. Liquefaction is the process in which loose, saturated granular soil loses strength as a result of cyclic loading. The strength loss is a result of a decrease in granular sand volume and a positive increase in pore pressures. Generally, liquefaction can occur if all of the following conditions apply: liquefaction-susceptible soil, groundwater within a depth of 50 feet or less, and strong seismic shaking.
According to the County of Riverside, the site is situated within a "Moderate" liquefaction potential zone (RCLIS, 2010). Based on our review of groundwater maps of the site vicinity (>50 feet bgs; Tyley, 1975), risks associated with liquefaction and liquefaction related hazards should be considered negligible.
IV. Tsunamis and i;!~i~h!il!i• Because the site is situated at an inland location, and is not immediately adjacent to any impounded bodies of water, risk associated with tsunamis and seiches is considered negligible.
V. Slope Failure. Landsliding:. Rock Falls. The project site is located on relatively flat ground and not immediately adjacent to any hillsides. Accordingly, risks associated with slope instability is considered "low".
VI. Expansive Soil. Generally, the site soil consists of interbedded silty sand (SM), sand (SP) and silt (ML). Based on the results of our laboratory testing (EI=-0), the materials underlying the site are considered lo have a "very low" expansive potential and the risk of struetural damage caused by volumetric changes in the subgrade soil is considered "negligible".
VII. Settlement. Settlement resu !ting from the anticipated foundation loads should be tolerable provided that the recommendations included in this report are considered in foundation design and construction. The estimated ultimate settlement is calculated to be less that approximately one inch when using the recommended bearing values. As a practical matter, differential settlement between footings can be assumed as one-half of the total settlement.
VIII. Subsidence. The site situated within a "Su$Ceptible" subsidence zone (RCLIS, 2010). Land subsidence can occur in valleys where aquifer systems have been subjected to extensive groundwater pumping, such that groundwater pumping exceeds groundwater recharge.
Generally, pore water reduction can result in a rearrangement of skeletal grains and could result in elastic (recoverable) or inelastic (unrecoverable) deformation of an aquifer system.
Recent published literature indicates that the Upper Coachella Valley region between 1996 and 2005 has been subjected to groundwater withdrawal related subsidence (USGS, 2007).
Although recent investigations have documented limited subsidence within the Rancho Mirage area (USCS, 2007), no fissures or other surficial evidence of subsidence were observed at the subject site. With the exception of isolated tension zone$ typically manifested on the ground surface as fissures and/or ground cracks, subsidence related to groundwater depletion is generally areal in nature with very little differential settlement over short distances such as across individual buildings.
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IX.
X.
The Coachella Valley Water District has publically acknowledged regional subsidence throughout the southern portion of the Coachella Valley and has indicated a commitment to groundwater replenishment programs that are intended to limit future subsidence. At this time, subsidence is considered a regional problem requiring regional mitigation not specific to the project vicinity.
Locally, no fissures or other surficial evidence of subsidence were observed at or near the subject site. Although the site specific effects resulting from long term regional subsidence is beyond the scope of our investigation the location of the site suggests that the potential for subsidence is negligible.
Oebrjs Flows. Debris flows are viscous flows consisting of poorly sorted mixtures of sediment and water and are generally initiated on slopes steeper than approximately six horizontal to one vertical (61-T:tV)(Boggs, 2001), Based on the relatively flat nature of the site, risks associated with debris flows should be considered "low".
FJoodjng and Erosion. No signs of flooding or erosion were observed during our field investigation. Accordingly, risks associated with flooding and erosion should be considered "low 11
•
CONCLUSIONS
Based on the results of our investigation, it is our professional opinion that the project is feasible from a soil mechanic's standpoint provided the recommendations of this report are incorporated in the design and carried out through construction. The main geotechnical concern in the construction of the proposed project is the presence of potentially compressible artificial fill and native soil near the surface.
The surface soil on the site is considered loose, potentially compressible and not suitable for support of shallow foundations or concrete slabs in its existing condition. Because of the somewhat loose and potentially compressible condition of the near surface soil, remedial grading including overcxcavation -and recompaction is recommended for the proposed building and foundation areas. We recommend that remedial grading within the proposed building area include overexcavation and recompaction of the foundation bearing soil. Specific recommendations for site preparation are presented in the Earthwork and Grading section of this report.
Caving did occur to varying degrees within each of our exploratory bores and the surface soil may be susceptible to caving within deeper excavations. All excavations should be constructed in accordance with the normal CalOSHA excavation criteria. On the basis of our observations of the materials encountered, we anticipate that the subsoil will conform to that described by CalOSJ-JA as Type B or C.
Soil conditions should be verified in the field by a "Competent person" employed by the Contractor.
The following recommendations present more detailed design criteria that have been developed on the basis of our field and laboratory investigation.
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October 19, 2010 - 8 -
EARTHWORK AND GRADING
Project No. 544-10159
10-10-237
All earthwork including excavation, backfill and preparation of the subgrade soil should be performed in accordance with the geotechnical recommendations presented in this report and portions of the local regulatory requirements, as applicable. All earthwork should be performed under the observation and testing of a qualified soil engineer. The following geotechnical engineering recommendations for the proposed project are based on observations from the field investigation program, laboratory testing and geotechnical engineering analysis.
a. Stripping. Due to the reported presence of previous structures and improvements on portions of the site, proper clearing will be important. Areas to be graded should be cleared of any existing structures, vegetation, associated root systems, and debris. All areas scheduled lo receive fill should be cleared of old fills and any irreducible matter. The strippings should be removed off site, or stockpiled for later use in landscape areas. Voids left by obstructions should be properly backfilled in accordance with the compaction recommendations of this report. b. Preparation of the Building Areas. In order lo achieve firm and uniform bearing conditions, we recommend overexcavalion and recompaction throughout the building areas. Near surface soil should be removed to a depth of at least 5 feet below existing grade or 5 feet below the bottom of the footings, whichever is deeper. Remedial grading should extend laterally, a minimum of five feel beyond the building perimeter. The exposed surface should then be scarified, moisture conditioned lo within two percent of optimum moisture content, and compacted to al least 90 percent relative compaction. Testing of the native soil within the excavation bottoms should be performed during grading to verify adequacy.
c. Compactjon. Soil to be used as engineered fill should be free of organic material, debris, and other deleterious substances, and should not contain irreducible matter greater than three inches in maximum dimension. All fill materials should be placed in thin lifts, not exceeding six inches in their loose slate. If import fill is required, the material should be of a low lo non-expansive nature and should meet the following criteria:
Plastic Index
Liquid Limit
Percent Soil Passing #200 Sieve
Maximum Aggregate Size
Less than 12
Less than 35
Between 15% and 35%
3 inches
The subgrade and all fills should be compacted with acceptable compaction equipment, to at least 90 percent relative compaction. The bottom of the exposed subgrade should be observed by a representative of Sladden Engineering prior to fill placement. Compaction testing should be performed on all lifts in order to ensure proper placement of the fill materials. Table 2 provides a summary of the excavation and compaction recommendations.
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October 19, 2010 - 9 -
Table 2
Project No. 544-10159
10-10-237
SUMMARY OF RECOMMENDATIONS
•Remedial Grading Excavation and recompaclion within the building envelope and extending laterally for 5 feel beyond
the building limits and to a minimum of 5 feel
below existing grade or 5 feet below the bottom of
the footings, whichever is deeper.
Native/ Import Engineered Fill Place in thin lifts not exceeding 6 inches in the loose state, compact to a minimum of 90 percent relative
compaction within 2 percent of the optimum
moish.lre content.
Driveway and Flalwork Compact the top 12 inches to al least 95 percent compaction within 2 percent of optimum moisture
content.
• Actual depth may vary and should be determined by a representative of Siad den Engineering in the field during construction,
d. Shrinkage and Subsjdence. Volumetric shrinkage of the material that is excavated and replaced as controlled compacted fill should be anticipated. We estimate that this shrinkage could vary from 15 to 20 percent. Subsidence of the surfaces that are scarified and compacted should be between 1 and 3 tenths of a foot. '!his will vary depending upon the type of equipment used, the moisture content of the soil at the time of grading and the actual degree of compaction attained.
FOUNDATION: CONVENTIONAL SPREAD FOOTINGS
Load bearing walls may be supported on continuous spread footings and interior columns may be supported on isolated pad footings. All footings should be founded upon properly engineered fill and should have a minimum embedmenl depth of 12 inches measured horn the lowest adjacent finished grade. Continuous and isolated footings should have a minimum width of 12 inches and 24 inches respectively. Continuous and isolated footings placed on such materials may be designed using an allowable (net) bearing pressures of 1800 and 2000 pounds per square foot (psf), respectively. Allowable increases of 250 psf for each additional 1 foot in width and 250 psf for each additional 6 inches in depth may be utilized, if desired. The maximum allowable bearing pressure should be 2,500 psf. The allowable bearing pressure applies lo combined dead and sustained live loads.
The allowable bearing pressure may be increased by one-third when considering transient live loads, including seismic and wind forces. All footings should be reinforced in accordance with the project structural engineer's recommendations.
Based on the allowable bearing pressures recommended above, total settlement of the shallow footings are anticipated lo be less than one-inch, provided foundation preparations conform lo the recommendations described in this report. Differential settlement is anticipated to be less than one half the total settlement for similarly loaded footings spaced up to approximately 40 feet apart.
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Lateral load resistance for the spread footings will be developed by passive soil pressure against the sides of the footings below grade and by friction acting al the base of the concrete footings bearing on compacted fill. An allowable passive pressure of 300 psf per foot of depth may be used for design purposes. An allowable coefficient of friction 0.45 may be used for dead and sustained live loads to compute the frictional resistance of the footing placed directly on compacted fill. Under seismic and wind loading conditions, the passive pressure and frictional resistance may be increased by one-third.
All footing excavations should be observed by a representative of the project geotechnical consultant to verify adequate embedment depths prior to placement of forms, steel reinforcement or concrete. The excavations should be trimmed neat, level and square. All loose, disturbed, sloughed or moisture softened soils and/or any construction debris should be removed prior to concrete placement. Excavated soil generated from footing and/or utility trenches should not be stockpiled within the building envelope or in areas of exterior concrete flatwork.
SLABS-ON-GRADE
In order to reduce the risk of cracking and settlement, concrete slabs-on-grade must be placed on properly compacted fill as outlined in the previous sections. The slab subgrades should remain near optimum moisture content and should not be permitted to dry. Prior to concrete pour, all slab subgrades should be firm and unyielding. Disturbed soils should be removed and then replaced and compacted to a minimum of 90 percent relative compaction.
We recommend a minimum slab thickness of 4.0 inches. Slab thickness and reinforcement should be determined by the structural engineer. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid-height, Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10-mil Visqueen, or equivalent. All laps within the membrane should be sealed and al least 2 inches of dean sand should be placed over the membrane to prevent damage and to· promote uniform curing of.the concrete. To reduce the potential for punctures, the - membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. lf a smooth surface can not be achieved by grading, consideration should be given to placing a 1-inch thick leveling course of sand across the pad surface prior to placement of the membrane.
SOLUBLE SULFATES
Soluble sulfate concentrations were determined to be "negligible" (less that 1,000 ppm) based upon our laboratory testing. Based upon our preliminary testing the use of Type V and/or sulfate resistant mix design should not be necessary, The soluble sulfate content of the surface soil should be reevaluated after grading and appropriate concrete mix designs should be established based upon post-grading lest results.
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October 19, 2010 -11-
UTILITY TRENCH BACKFILL
Project No. 544-10159
10-10-237
All utility trench backfill should be compacted to a minimum relative compaction of 90 percent. Trench backfill materials should be placed in lifts no greater than six inches in their loose state, moisture conditioned (or air-dried) as necessary to achieve near optimum moisture conditions, and then mechanically compacted in place lo a minimum relative compaction of 90 percent. A representative of the project soil engineer should test the backfill to verify adequate compaction.
EXTERIOR CONCRETE FLATWORK
To minimize cracking of concrete flatwork, the subgrade soil below concrete flatwork areas should be compacted to a minimum relative compaction of 90 percent. A representative of the project geotechnical consultant should observe and verify the density and moisture content of the soil prior to concrete placement.
DRAINAGE
All final grades should be provided with positive gradients away from foundations to provide rapid removal of surface water runoff to an adequate discharge point. No water should be allowed to be pond on or immediately adjacent to foundation elements. In order to reduce water infiltration into the subgrade soil, surface water should be directed away from building foundations to an adequate discharge point. Subgrade drainage should be evaluated upon completion of the precise grading plans and in the field during grading. Drainage should also be diverted away from the descending slope that faces the eastern side of the lot.
LIMITATIONS
The findings and recommendations presented in this report are based upon an interpolation of the soil conditions between the exploratory boring locations and extrapolation of these conditions throughout the proposed building area. Should-conditions encountered during grading appear different than those indicated in this report, this office should be notified.
The use of this report by other parties or for other projects is not 3uthorized. The recommendations of this report are contingent upon monitoring of the grading operation by a representative of Sladden Engineering. All recommendations are considered to be tentative pending our review of the grading operation and additional testing, if indicated. If others are employed to perform any soil testing, this office should be notified prior to such testing in order to coordinate any required site visits by our representative and to assure indemnification of Sladden Engineering.
We recommend that a pre-job conference be held on the site prior to the initiation of site grading. The purpose of this meeting will be to assure a complete understanding of the recommendations presented in this report as they apply to the actual grading performed.
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October 19, 2010 • 12 •
ADDITIONAL SERVICES
Project No. 544-10159
10-10-237
Once completed, final project plans and specifications should be reviewed by use prior to construction to confirm that the full intent of the recommendations presented herein have been applied to design and construction. Following review of plans and specifications, observation should be performed by the Soil Engineer during construction to document that foundation elements are founded on/or penetrate into the recommended soil, and that suitable backfill soil is placed upon competent materials and properly compacted at the recommended moisture content.
Tests and observations should be performed during grading by the Soil Engineer or his representative in order to verify that the grading is being performed in accordance with the project specifications. Field density testing shall be performed in accordance with acceptable ASTM test methods. The minimum acceptable degree of compaction should be 90 percent for subgrade soils and 95 percent for Class II aggregate base as obtained by the ASTM D1557-91 test method. Where testing indicates insufficient density, additional compactive effort shall be applied until retesting indicates satisfactory compaction.
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October 19, 2010 -13 -
REFERENCES
Project No. 544-10159
10-10-237
Blake, T., 2000, EQFAUL T and EQSEARCH, Computer Programs for Deterministic and Probabilistic Prediction of Peak Horizontal Acceleration from Digitized California Faults.
Boggs, S. Jr., (2001 ), "Principles of Sedimentology and Stratigraphy", Prentice Hall, third edition California Building Code (CBC), (2007), California Building Standards Commission.
Cao T., Bryant, W.A., Rowshandel B., Branum D .. Wills C.J., (2003), "The Revised 2002 California Probabilistic Seismic Hazard Maps".
Daniel K. Thornbury (DKf), 2008, Site Plan; "A New Custom Home for: Mr. & Mrs. Khanna;·lot 12 Nebulae Drive Rancho Mirage, California.
GoogleEarth.com, 2010, Vertical Aerial Photograph for the Rancho Mirage area, California, Undated, Variable Scale.
Hart, E. W., and Bryant, W. A., Revised 1997, Fault-Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning Act with Index lo Earthquake Fault Zones Maps: State of California, Department of Conservation, Division of Mines and Geology Special Publication 42. 38 Pages.
Supplements 1 and 2 were added on 1999.
Jennings, Charles W. (Compiler), 1994, Fault Activity Map of California and Adjacent Areas, California Division of Mines and Geology, Geologic Data Map No. 6
Riverside County Land Information Systems (RCLIS): at
http://www.tlma.eo.riverside.ea.us/gis/gisdevelop.html .
Rogers T.H (compiler), Jenkins, O.P (edition) (1965), Geologic Map of California, Santa Ana Sheet, sixth printing 1992, California Division of Mines and Geology, 1: 250,000.
TerraSever, Inc., 2002, Aerial Photographs and Topographic Maps at Various Scales. Available at www.terraserve.com
Tyley, S.J., (1974) Analog Model Study of the Ground-Water Basin of the Upper Coachella Valley, California, Geological Survey Water-Suppley Paper 2027.
United States Geological Survey (USGS) (1981) Cathedral City 7.5 Minute Quadrangle Map, 1:24000.
United States Geological Survey (USGS) (2007), "Detection and Measurement of Land Subsidence Using Global Positioning System and Interferometric Synthetic Aperture Radar, Coachella Valley, California, 1996-2005", Scientific Investigations Report 2007-5251.
United States Geological Survey (USGS) (2009), "Seismic Hazard Curves and Uniform Response Spectra, Version 5.0.9a", updated 10/21/2009.
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FIGURES
SITE LOCATION MAP
REGIONAL GEOLOGIC MAP
BOREHOLE LOCATION PLAN
Sladden Engineering
739
+
I
' I
' I -+-------------•-•ee--••
'
.•
SITE LOCATION MAP FIGURE
Number: 544--10159
J0-10-237 1
Sladden Date: October 19, 2010
740
,,.,,. ·•,:
............. ;:;::+i,'.~•.::i::~::"'
·: •• j·.::;;,;i.::, ; .....
.. :i~,::a'b
"""'~'"'' "
' .
....... \ ~:;~bi:fjtJ~j~~:~· :~~ ·: ::.i:·
._ + 1•+Nm,11 ■-:r.1 i II
,,,,,,,,;' : ... +I ,: :, •:, .. • ....
' I + I I "::,: ' :. :
+ii I II
' "'
::•:;:•:::::· -=-~n::
ll••N•lli ■+,1111•■+11•■+1•
741
S BH-10 Approximate Borehole Location and Designation
BOREHOLE LOCATION PHOTOGRAPH FIGURE
Number: 544-10159
10-10-237 3
Sladdm Date: October 19, 2010
742
APPENDIX A
FIELD EXPLORATION
Stadden Engineering
743
APPENDIX A
FIELD EXPLORATION
For our field investigation ten (10) exploratory borings were excavated on September 29, 2010 utilizing a tnick mounted hollow stem auger rig (Mobile B-61). Continuous logs of the materials encountered were made by a representative of Stadden Engineering. Materials encountered in the boreholes were classified in accordance with the Unified Soil Classification System which is presented in this appendix.
Representative undisturbed samples were obtained within our borings by driving a thin-walled steel penetration sampler (California split spoon sampler) or a Standard Penetration Test (SPT) sampler with a 140 pound automatic-trip hammer dropping approximately 30 inches (ASTM D1586). The number of blows required to drive the samplers 18 inches was recorded in 6-inch increments and blowcounts are indicated on the boring logs.
The California samplers are 3.0 inches in diameter, carrying brass sample rings having inner diameters of
2.5 inches. The standard penetration samplers are 2.0 inches in diameter with an inner diameter of 1,5 inches. Undisturbed samples were removed from the sampler and placed in moisture sealed containers in order to preserve the natural soil moisture content. Bulk samples were obtained from the excavation spoils and samples were then transported to our laboratory for further observations and testing.
Sladden Engineering
744
~ BORE LOG
SLADDEN ENGINEERING Drill Rig: Mobil B-61 I Date Drilled: 9/29/2010 Elevation: 240 Feet (AMSL) I Boring No: BH-1
j ~ ~
~ ~ ~ g " j I '"it § ~ ;:J Description
0 ~ -~ ~ B .:I ~ u .s j ! ii. "" ] s 1 fr ::. §· ffl
Ji * *
~ ., "' "' C,
,.. +lt!ff Silty Sand (SM); very pale brown, dry, fine-grained (Fill/Disturbed). ... 2 ,.,,,,, ,..
,.. 4
,.,,,,, ,,,,,,,,,
4/9/11
,..
•••••••••••••
3.5 0.5 100.8 ,.. 6. Sand (SP); very pale brown, dry, medium deI'ISe, fine-grained ... . (Alluvium),
,.. 8 .
I 4/5/5 5.0 0.9
.... to-... . Sand (SP); very pale brown, dry, loose, fine-grained (Alluvium) . t-12 .. ... .
1-14-
I ... .
5/6/6 4.6 0.9
1-16-Sand (SP); very pale brown, dry, medium deI'ISe, fine-grained ... . (Alluvium) .
,-ts-,.. .
I 1-20-Sand (SP); very pale brown, dry, medium dense, fine-grained 51717 10.7 1.l ,.. . (Alluvium),
1-22 ,.. .
1-24 .. Terminated at ~21.5 Feet b~s.
... . No Bedrock Encountered .
1-26 .. No Groundwater or Seepap;e Encountered.
... .
1-28 .. ... .
t-30 ..
,.. .
1-32-,.. -
... 34 •
,.. .
t-36 ..
I-.
1-38 .. ... .
-40 .. -.
-42-- -
-44-- -
-46---
-48-- -
-50-
Completion Notes; PROPOSED Rij$1DENTIAL SUBDIVISION
PETERSON ROAD· 20 ACRES
Project No: 544-10159
: Pagel 1 Report No: 10-10-237 .
745
~ BORELOG
SLAOOEN ENGINEERING Drill Rig: Mobil B-61 I Date Drilled: 9/29/2010 Elevation: 240 Feet (AMSL) I Borim: No: BH-2
~ ~ jo
] 8 K 0 j'l w ~ .t· ! ,£j
§ p.. " § E! :.:l Description
0 ]
-~
:'1 ~ -~ .!l u ~ a ,s 'a C. j 6 -" "-::. a t ~ o'l ;; ~ ,f}. ,f}. "' "' "' ,.. """""' Silty Sand (SM); very pale brown, dry, fine-grained (Fill/Disturbed). '" 2
.,.,,,.,, ..
;;,;;;1 ,..
'" 4
;,;;;;;,;
;;;;;;•
CI
,..
2/4/4 2.8 1.7 e--6 -
•••••••••••• -,~, •• , ~· ~ .. ,,,. ,_ """'"'"~ !A« .. ,=, '" - " B -
tI r"" 10-
2/3/3 28.3 3.5
•••••••••••• -(SO,~,~•>=• a.,. -ho<>'"~ <"'""'"m) --
r-12-
1--•
1-14-
cc 2/3/4 68.6 2.1 '" Sandy Silt (ML); very pale brown, dry, medium stiff, low plasticity f,oo, 16 ... '" . (Alluvium).
1-18-,.. -
tI '"20 • ln,u 3/4/5 19.0 1.5 Elli 1,, .... M., .... -••-, ...... M,, • -M., r-~--•M-• ,~., -M.,, •-•--••-, . ,.. -(Alluvium). ~ 22-,.. -
1-24-Terminated at -21.5 Feet b~s.
~ -No Bedrock Encountered.
~26 .. No Groundwater or Seepap;e EncounteNd.
~ .
,.. 28-
'" -
I-30 ..
'" -
,.. 32 •
'" .
~ 34-
'" .
I-~6 ..
'" .
,.. 38 •
~ -
1-40~ ,.. .
1-42 ~ ,.. .
'"44·
~ .
-46~ --
-48---
-!tO-
Compl~tion Notes: PROPOSED RESIDENTIAL SUUDIVISION
PETERSON ROAD -20 ACRES
Project No: 544-10159
: Page I 2 Report No: 10-10-2-17
746
~
§
Ji 8
I:>. 1 8
J!l "'
I 2/2(}.
I 2(1./4
tI 2/3/4
tI 2/3/3
Completion Notes:
BORELOG
SLADDEN ENGINEERING Drill Rig: Mobil B,61 I Date Drilled: 9/29/2010 ~ 'tl
] ~ C.
ru i-'15. § 1'!
] ~ B ~ ·~ ,!'l .5 0 1 !t ::. ::. t·
"' "' ~~ 'J' 0
67.0 4.0
63.0 5.5
46.4 5.0
52.5 3.2
l
t ru
0 r'
r' 2
~ 10-
'" .
~ 12 ..
'" .
~ 14 •
Elevation: 240 Feet (AMSL) I Boring No: BH-3
Description
,,,, •' '• Silty Sand (SM); very pale yellow, dry, finc•graincd (fill/Disturbed). ''"'""'"
Sandy Silt (ML); very pale yellow, moist, soft, low plasticity (Alluvh1m).
Sandy Silt (ML); very pale yellow, moist, medium stiff, low plasticity (Alluvium),
: 16 : • Silty Sand (SM); very pale yellow, moist, loose, fine-grained ,. . (Alluvium),
~ 18 •
: 20: rjLJIII I Sandy Silt (ML); very pale yellow, moist, medium stiff, low plasticity ,-. 11111 I (Alluvium).
e-22-f'-IJJ.""f------------------------l
'" .
~ 24 ..
'" .
~ 26 ..
'" .
~ 26--.
-Jo., -.
-32--.
-34--.
-36--.
-38--.
-40--.
-42--.
-44--.
-46-
--
-48--.
-50-
Terminated at -21 .5 Feet bRs,
No Bedrock Encountered.
No Groundwater or $c ic_c"'."tN=o:---::'.544=-1:-:0:-::15=9 _________ --J 1 1 Pagel 3 Remrt No: 10-10-237
747
BORELOG
SLADDEN ENGINEERING Drill Ri : Mobil 8-61 Dote Drilled: 9/30/2010 Elevation: 240 Foot (AMSL) Borin No: BH-4
'"' t ]_ ! "' 8 l i ..s c, f i, il .§ "' Description ] "' .s ·~ ,-J ..!ii [ ~ .!l ~
i ,5 0 0 ,S _§ ~ :;;; :;;; ~· t ., rll &l .... ....
Silty Sand (SM); pale yellow, dry, fine-grained (Fill/Disturbed). 1 0 2
4 2/3/3 51.7 1.1 89.2 6 Sandy Sill (ML); pale yellow, soft, dry, low plasticity (Alluvium). 8 4/6/6 34.0 2.2 10
Silty Sand (SM); pale yellow, dry, medium dense, fine-grained 12 (Alluvium),
14 5/7/10 6.3 0.6. 99.9 16 Sand (SP); pole yellow, dry, medium dense, fine-grained (Alluvium). 18 6!7/B 5.9 0.8 20
Sand (SP); pale yellow, dry, medium dense, fine-groined (Alluvium). 22 24
13/13/14 26
28 6/10/11 4.7 0.8 30
Sand (SP); yellowish brown, dry, medium dense, fine-grained J2 (Alluvium).
j4
6/8/9 16.9 1.5 95.1 36 Silty Sand (SM); yellowish brown, dry, medium dense, fine-grained (Alluvium).
38 8/11/12 5.5 1,1 40
Sand with gravel (SP); yellowish brown, dry, medium dense, fine-to 42 o)arsc-r;raincd (Alluvium).
44 9/13/ll 34.2 3.2 103.9 46 Silty Sand (SM); yellowish brown, dry, medium dens,,, fine-grained (Alluvium).
48 50 Sand (SP); yellowish brown, dry, med1um dense, fine-grained
5.8 1.4
Completion Notes: PROPOSED RESIDENTIAL SUBDIVISION
Terminated at -51.5 Fe<,t bgs. PETERSON ROAD -20 ACRES
No Bedrock Encountered. Project No: 544-10159 Page 4 Nu Groundwater or See a c Encountered. Report No: 10-10-237
748
~ BORELOG
SLADDEN ENGINEERING Drill Rig: Mobil B·61 I Date O l(~"li:;~~;; .,.. •v •• ·-·· -··". 1 ,.u J 1 _____ lUffi u.cu,~.c, •u•~·e;,-uliku ,-22
r .
1-24-Terminated al ·21.5 Feet b~s.
,-. No Bedrock Encountered .
i-26-No Groundwater or Seepage Encountered.
,-.
I-.28-
,-.
I-3() ..
,-.
i..,.. 32·
>--
,-34 -
,--
1-36 ..
,--
1-38 ..
,--
1-40-
,--
1-42-
,-.
-44· -.
-46· --
-48---
-50-
Completion Notes; PROPOSED RESIDENTIAL SUBDIVISION
PETERSON ROAD -20 ACRES
Project No: 544-10159
: Pagel 5 Report No: 10-10-237
749
(g) BORE LOG
SLADDEN ENGINEERING Drill Ri~: Mobil B-61 I Dato Drilled: 10/4/2010 Elevation: 240 Fwt(AMSL) I Boring No: BH-6
j ~ ~
8 ~ ~ ~ .!I N
Jl :f ! 8 Ir C .. ] :I Description .fl ~ "" Jl ij j -~
1 ~ ~ ~ ! -& "" g m
al ~ &l c;'fl. c;'fl.
H "' c;i
-1'"'•••••• Silty Sand (SM); pale yellow, dry, fine-grained (Fill/Disturbed). -2 l"i"'"•
-.
... 4 -
• •• :::c 3/2/2 54.1 3.3 ...
... 6 -Sandy Silt (ML); very pale brown, dry, soft, low plasticity ... -(Alluvium).
... 8 -
:::c ... 10
4/5/6 7.5 1.9 -:: Sand (SP)i yellowish brown, dry,. medium dcnsc1 fine-grained ... 1-12 .. (Alluvium).
... -
1-14 ..
:::c 4/6/6 5.8 1.6 ... -
1-16 .. Sand (SP); yellowish brown, dry, medium dense, fine-grained ... -(Alluvium).
I-]8 .. ... -
I t-20 S/6/S 35,2 5,1 ... -lliilllliJ Silty ~d (SM); v';: .p~l• brown to yellowish brown, dry, medium t-22 • ... -
1-24 .. Terminated at ~21.5 Feet b~s.
... -No 8edro.;k Encountered.
1-26 .. No Groundwater or $l..."'Cpa~c E:noountcrcd,
... -
t-28 • ... -
1-30-,.. -
r-32 .. ... -
... 34-... -
1-36 ..
... -
1-3s ..
... -
1-4{) ..
... -
1-42 ..
... -
... 44-
I--
1--46~
I--
i-,-43 ..
I--
1-50 ..
Completion Notes: PROPOSED RESIDENTIAL SUBDIVISION
PETERSON ROAD· 20 ACRES
Project No: 544-10159
: Page I 6 Report No: 10-10-237
750
~ BORELOG
SLADDEN ENGINEERING Drill Riit: Mobil B-61 I Date Drilled: 10/4/2010 Elevation: 240 Feet (AMSL) I Borin~ No: BH-7
~ ~ E:iJ
] 8 ~ j 00 jj .t ! ] ~ " I -~ ,l ]l ~ ,-J Description
jj § 00 -~ ~ ·s i -& i ~ c:l !l-::E i':' ~ ~ w H al 0:, "' i~ # 0 0 (.:l :; ••• Silty Sand (SM); pale yellow, dry, fine-grained (Fill/Disturbed). - -2 ---,.
-4
•·•·•••• tI 1/1/2
-
54.3 4.0 ~ 6 -Sandy Silt (ML); very pale brown, dry, soft, low plasticity, thinly --laminated (Alluvium).
-8 -
tI -10
2/4/5 25.4 3.6 ,, Silty Sand (SM); very pale brown, dry, IOO$e, fine-grained - -12 (Alluvium), --
!l:i!iil -14 ..
CI: 4/4/4 19.6 3.5 --
-16-Silty Sand (SM); very pale brown, dry, loose, fine-grained --(Alluvium), ::
18 ::rrr
CI: 3/5/5 13,6 2.8
-20 .. --Silty Sand (SM); very pale brown, dry, loose, fine-grained -22-'A
--
-24-Terminated at -21.5 Feet b~s. - -No Bedrook Encountered. -26-No Grou.ndwater or See-pa£• Encountered. - -
-28-
--
-30---
-32---
-34---
-36-- -
-38-- -
-40-- -
-42---
-44-- -
-46-
--
-48-
--
-50-
Completion Nott:!s: PROPOSED RESIDENTIAL SUBDIVISION
PETERSON ROAD -20 ACRES
Project No: 544-10159
: Page I 7 Report No: 10-10-237
751
~
§
Q
'a u
1 s
Jll "'
I 3/3/4
I 5/5{7
I S/6{7
I 3/3/3
Completion Notes:
BORE LOG
SLADDEN ENGINEERING Drill Rig: Mobil B-61 I Date Drilled: 10/4/2010 ~ 'tl "' § "-
'a .s ~ i,
·I
.. a "' ,; -~ ~ .s Q 0 1 ft ::s ::s i:' "' "' ll! ll! 0
68.2 4.6
25.4 1.2
8,5 1.3
50,5 8,0
il
~ ,;
c..
Q
'" -
-2
'"
-4
'"
'" 6 -
'" -
'" 8 -
Elevation: 240 Feet (AMSL) I Boring No: BH-8
Description
iii::: Silty Sand (SM); pale yellow, dry, fin.,..grained with surface gravel ':':':':' (Fill/Disturbed).
: e, fin.,..g,ained
:
12 j!lllil'l'III (Alluvium)-
: 14: :, ;:
'" -,. 16 Sand (SP); very pate brown, dry, medium dense, fine-grained '" • (Alluvium).
1-18 ..
'" •
.. 20 -r:•:•:J;i.1-,-,--,,.....,,.,,,.........,.,.....,..,..,....--....,.--,-,--=-,-_,-,..,..-J ,-• µ.C.JI.L l!IU,tJS~anu.wd"'yi,;Smiltnl('-M_L_l_; Y_•_n_o_w_i•_h_b_r_ow_n_, m_o_is_t,_m_•_d_iu_m_•_tif_f,_l_ow_r_l•_•_ti_d_ty-l 1-2271111 / •• '" -
,-24 •
'" -
1---26 ..
i-2s ..
'" -
1-30 ..
'" -
i-32 ..
'" -
'" 34-,., -
i,.-36 ..
,-38 •
>--
t-40 ..
'" -
1-42 •
>--
'" 44-
'" -
'" 46-
f--
1-48-
>--
1-50 ~
Terminated at -21.5 Feet bii:s.
No Bedrock Encountered,
No Groundwater or Seepa~e Encountered.
PROPOSED RESIDENTIAL SUBDIVISION
PETERSON ROAD -20 ACRES
1--P_ro..:.ject __ N_o_: _5_44_-_10_1~59 __________ --1 1 1 Pagel 8 Report No: 10-10-2.17
752
(g) BORE LOG
SLADDEN ENGINEERING Drill Rig: Mobil B-61 I Date Drilled: 10/4/WJO Elevation: 240 Feet (AMSL) I Sorin~ No: BH-9
~ ~ 1:iJ
~ 0
] "' ] ~ ;; l 1 'a ,,
§ H ·"" Description i ~ B ~ .,J -~ ~ 'a .5 6 '[ :2 ] "" j ,g It ::i.: ::i.: c· ~ ,, H ., ., "' * * 0 0 " ,._ '·' '''''''' Silty Sand (SM); pale yellow, dry, fine-to coarse-grained with I-2 ·'"' ''''' surface gravel (Fill/Disturbed). .,.,.,., .. , I-
I-4
., .. , .. ,., .. ,, .. ,, .. , :::c 2/2/2 34.3 1.4
,._
I-6 • .,,.,,,.,, Silty Sand (SM); very pale brown, dry, very loose, fine-grained (Fill), .,., .. ,.,. ,._ I-8
,, .. ,, ..
j,!!j
I-10 :::c 2/3/3 21.7 1.4 ',, " Silty Sand (SM); very pale brown, dry, loose, fine-grained I- '"12 (Alluvium).
I-
'"14 ... :::c 3/4/4 57.7 2.2 '"
1-16 .. Sandy Silt (ML); very pale brown, dry, medium stiff, low plasticity I-. (Alluvium) .
1-18•
,._ .
:::c 5/5/4 7.1 0.9 '"20 { Sand (SP); pale brown, dry, loose, fine-grained (Alluvium). '" - .. 22
'" .
1-24 .. Terminated at -21.5 Feet b~s.
I-. No lied rock Encountered .
t-26 .. No Groundwater or Seei:,a~e Enc'◊untered.
I-.
i-2B ..
I-.
r'-'30 ..
,._ .
I-J2-
'" .
I-34 • ,.. -
1-36 .. ... -
1-38 ..
I-.
I-4() ..
I-.
1-42 ..
I-.
,.. 44-
I-.
1-46 ..
,._ .
1-48-
,._ -
r-50-
Completion Notes: PROPOSED RESIDENTIAL SUBDIVISION
PETERSON ROAD -20 ACRES
Project No: 544-10159
: Page/ 9 Report No: 10-10-237
753
~ BORE LOG
SLADDEN ENGINEERING Drill Rig: Mobil B-61 1 Date Drilled: 10/4/2010 Elevation: 240 Feet (AMSI..) I Bor;nv No: BH-10
!'; 'tJ jo .,, ~ "' 0 1 '" ,.s i{ i .; 'it .§
,... I!! ::i Description j E m
"' Iii ~ " '" m ~ .~ :.c: cL i .s 0 i::i .;
j ~ ~ ::,; ::,; <:' & "' " !! ;;s ., "' ,Ji. ,Ji. Q Ci l.:J l,i<< Silty Sand (SM); pale yellowioh brown, dry, fine-grained ~ '""""' (Fill/Oisturbed). ~ 2 , ....... .., . ... • 1;,;,, ~• .,,.,.,, ... 3/5(1 3.5 0.4 97.0 .... 6 -
I
Sand (SP); pale yellowish brown, dry, loose, ftt1e-grained (Alluvium), ... .
~ 8 •
12 4/6/8 .... 10· .. . No Recovery
t-12 ~ ... -
1-'14 ~ .. .
4/6/9 8.7 0.7 94.9 i-16 • Sand (SP); pale yellowish brown, dry, loose, fine-grained (Alluvium). ... - .... 18 • -.
3/4/5 10.4 0.7 90.9 • 20-
Sand (SP); pale yellowish brown, dry, loose, fine-grained (Alluvium). - - • 22 - -
-24-Terminated at •21.5 Feet b~s. --No Bedrock Encountered. -26 .. No Groundwater or Seepa~• Encountered, --
i-28-
~ -
-30-- -
-32-- -
-34 .. --
-36-
~ .
f,,,,, 38-... .
f-40-
. ... -
1-42 .. ... -
'"44 • ... .
1-46 .. ... .
1-48 • ... .
1-5Q ..
CompJE;?ti(ITT Notes: PROPOSED RESIDENTIAL SUBDIVISION
PETERSON ROAD· 20 ACRES
Project No: 544-10159
: Page j 10 Report No: 10-10-237
754
APPENOIXB
LABORATORY TESTING
Stadden Engineering
755
APPENDIXB
LABORATORY TESTING
Representative bulk and relatively undisturbed soil samples were obtained in the field and returned to our laboratory for additional observations and testing. Laboratory testing was generally performed in two phases. The first phase consisted of testing in order to determine the compaction of the existing natural soil and the general engineering classifications of the soils underlying the site. This testing was performed in order to estimate the engineering characteristics of the soil and to serve as a basis for selecting samples for the second phase of testing. The second phase consisted of soil mechanics testing.
This testing including consolidation, shear strength and expansion testing was performed in order to provide a means of developing specific design recommendations based on the mechanical properties of the soil.
CLASSIFICATION AND COMPACTION TESTING
Unit Weight and Moisture Content Oetenninations: Each undisturbed sample was weighed and measured in order to determine its unit weight. A small portion of each sample was then subjected to testing in order lo determine its moisture content. This was used in order lo determine the dry density of the soil in its natural condition. The results of this testing are shown on the Boring Logs.
Maximum Density-Optimum Moisture Detenninations: Representative soil types were selected for maximum density determinations. This testing was performed in accordance with the ASTM Standard D1557-91, Test Method A. The results of this testing are presented graphically in this appendix. The maximum densities are compared to the field densities of the soil in order to determine the existing relative compaction to the soil.
Classification Testing: Soil samples were selected for classification testing. This testing consists of mechanical grain size analyses. This provides information for developing classifications for the soil in accordance with the Unified Soil Classification System which is presented in the preceding appendix.
This classification system categorizes the soil into groups having similar engineering characteristics. The results of this testing is very useful in detecting variations in the soil and in selecting samples for further testing.
SOIL MECHANIC'S TESTING
Expansion Testing: One (l) bulk sample was selected for Expansion testing. Expansion testing was performed in accordance with the UBC Standard 18-2. This testing consists of remolding 4-inch diameter by 1-inch thick test specimens to a moisture content and dry density corresponding to approximately SO percent saturation. The samples are subjected to a surcharge of 144 pounds per square foot and allowed to reach equilibrium. At that point the specimens are inundated with distilled water. The linear expansion is then measured until complete.
Direct Shear Tests: One (1) bulk sample was selected for Direct Shear Tests. This test measures the shear strength of the soil under various normal pressures and is used to develop parameters for foundation design and lateral design. Tests were performed using a recompacted lest specimen that was saturated prior to tests. Tests were performed using a strain controlled test apparatus with normal pressures ranging from 800 to 2300 pounds per square foot.
Stadden Engineering
756
Consolidation Test: One (1) relatively undisturbed sample was selected for consolidation testing. For this lest, a one-inch thick test specimen was subjected lo vertical loads varying from 575 psf to 11520 psi applied progressively. The consolidation al each load increment was recorded prior to placement of each subsequent load. The specimens were saturated at 575 psf or 720 psf load increment.
Sladden Engineering
757
~ Sladden Engineering
450 Egan Avenue, Beaumont CA 92223 (951) 845-7743 Fax (951) 845-8863 Maximum Density/Optimum Moisture
ASTM D698/01557
Project Number: 544-10159
Project Name:
Lab ID Number:
Sample Location:
Peterson Road Subdivision
LN6-1038!
BH-4 Bulk I @ 0-5'
Brown Silty Sand (SM)
ASTM D-1557 A
Rammer Type: Machine
Description:
Maximum Density:
Optimum Moisture:
ll0pcf
13%
Sieve Size
3/4"
3/8"
#4
% Retained
145 ..--,--,-...,.--,-,...,-,,--,--,--,--,---,-,---,--,--,---,,--,,--,--,,-,--,--,--,---, i \\,\ I --···-·"'
140 +-+--+--+--,-,--'+-'-'...,..,.....--,1--+-+--+--+--,-+-+--+--+--+'-.--+-+--+-I I ~7.r--+---+--t-+--+--+---+---+-t-+----+---+---+--t-+-1 ---'"'" 1--~= :~1-\•,-,,,---+--+--+--+--+---+---+---+---+---+· _____ ,,, " ' ' ' I JS +-+--+-+--,-+-+--+--+ ... ,-1......., ,f-+ <-----Zero Air Voids Lines,-+--+-.--+-+--+-1 ' sg -2.65, 2.70, 2.75 ---------
I
130 +--+---+----,-+-+--+---+---+---..,--''-1---;-+-...... ---+--,-.,_..._-+--+--+-........., ' ........ -:~-::--::=-~ 0 1
l 12s +-+--+--+--,-+--+--+--,..--+--t,__+-..,... ...... ''-_,,-+-+--+--+--+-.---,-+--,--1 i-' ' -~ '\ f\. ,,
! 120 +-+--'-+---,-+--+--+--+-----'l--+--'--+-f' ... '-'-.+--+--,-+--+'-.--"-+--'--1 g ----,----------~ :'s t-+---+----ac----+---+--+--+-+-+--+-+-·-+·. __ --+ ____ ---+-----,-!~--1'.-~ ~-:.::: ~-:==-== =:
rn+-+--i---+--i-+-+--+--+--+-'--f-+-+-+--+--4-P.+.-"',c--+--+-f-+-+-+-I --N~---!--, ,,-~, --+--t---+---<
110 r-1T1,-r1-r--r=t=1!=i~~~si:~=1=t==1=~'(j"~s::....,~---t+=~+:--=--1=--=1--i 1-----+-+-+-11-+--+-+-+--+--+-+-+-+-~:x -----. . ~ 0--- ' '
'°5 11117-rt"T7"=+=~+=++=+=1'=1=+=+::+::::r,=I=":'.:$:;;<,~;;:;:;; ,r:=1 . i ..... ----"~x.
100 I
0 5 10 20
Moisture Content, 1;1/0
Buena Park • Palm Desert• Hemet
758
~ Sladden Engineering
450 Egan Avenue, Beaumont, CA 92223 (951) 845-77 43 Fax (951) 845-8863 Expansion Index
ASTMD4829
Job Nwnber: 544-10159
Job Name: Peterson Road Subdivision
Lab ID Nwnber: LN6-!038I
Sample ID: BH-4 Bulk 1 @ 0-5'
Soil Description: Brown Silty Sand (SM)
Wt of Soil + Ring: 548.9
Weight of Ring: 191.4
Wt of Wet Soil: 357.5
Percent Moisture: 12.0%
Wet Density, pcf: 114.0
Orv Dens ti y, pcf: I O 1. 8
1% Saturation: 49.5
Expansion Rack # 4
Date/Time 10/11/2010 I 2:25 PM
Initial Reading
Final Reading
Expansion Index
(Final • Initial) x IOOO
0.0000
0.0002
0 Buena Park • Palm Desert • Hemet
759
~ Sladden Engineering
450 Egan Avenue, Beaumont. CA 92223 (951) 845-7743 Fax (951) 845.-8863 Direct Shear ASTM D 3080-04
(modified for unconsolidated condition)
Job Nwnbcr: 544-10159
Peterson Road Subdivision
LN6-10381
BH-4 Bulk I @ 0-5'
Job Name
Lab ID No.
Sample ID
Classification
Sample Type
Brown Silty Sand (SM)
Remoldcd@90% of Maximum Density
Test Results 1 2
Moisture Content, % 21.2 21.2
Saturation, % 81.1 81.1
Normal Stress, kps 0.739 1.479
Peak Stress, kps 0.636 l.118
3 21.2
81.1 2.958
2.061
• Peak S~~ss -Linear (Peak str;D
Initial Dry Density: 98.7 pcf
Initial Mosture Content: 13 .2 %
Peak Friction Angle (0): 32°
Cohesion (c): 200 psf
4 Average
21.2 21.2
81.1 81.1
5.916
3.860
, .................... , .................................................. .. j, .. 1 ..... ,.,, ............................................. .. 1 ... ,,,,,, ................................... j, ......... , """ ' ··I· ·.. .. .... I ...... f............ ··· ............. + ................... I·· .... .. i 4,0 -1----1----1-·.:.....i ·····__..:·······.:...i···•I::::··:.:: ................................................................................. ,1,, .. . ..... 1 ......... 1 .................... . 0 2 3 4 5 6
Normal Stress, kps
Buena Park• Palm Desert • Hemet
760
~ Sladden Engineering
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation
ASTM Cl 17 & Cl36
Project Number: 544-10159
Project Name:
Lab ID Number:
Sample ID:
100.0 •
Peterson Road Subdivision
LN6-10381
BH-4 Bulk I @ 0-5'
Sieve
Size, in
1 1/2"
I"
3/4"
112"
3/8"
#4
#8
#16
#30 •
#50
#100
#200
Sieve
Size, mm
50.8 38.1
25.4 19.1
12.7 9.53
4.75 2.36
1.18 0.60
0.30 0.15
0.075
Soil Classification: SM
Percent
Passing
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.9 98.6
76.4 35.1
14.0 90,0 • • • • • • ... · ·•· ·-·-·· .. ---... 1-1--t---l H+l+~-l--l--+l+I-H-t-1--1---H+l-t++-t--l--l ----,---
80.0 -H++-H-+-+-1---H+H-+-+-+--+--+++t-H--+->t--+--t
70.() • --H+·l-l·-t--t----,S+c++-+-+-+--t+t+t-l-+-T\1-+--++++-H-t-+-+--+<+H-+-t-t--+---i • ---... +++-t--t--tl-1-++++t-t---l+t++t-+-+-+-+H+H-t-+-t---, \ OJ) 60.0 • ' -~ ~1-1-+-+--H------··-..
00 50,0 • "' "" ', . .o r--\"-------1-1·-l--+---I· ---------···--- Q"'• 40.0 • ---H+-l-l--l--t++++++-l--t--l-l+t+l-++-++--+H+l-l-++-+--+H+H-1-1--1---, \. \--------+-+---1+1-11--1-1-+-+--,
' 20.0 +t++-H-+-+-1---+I-HH--r----·· -· •• . --.. ---1--1---H+l-t++-t--l--l 1 .. ··-·-·· • --l+l·-t-l--l--H+t+++-t--l--fal-+H-1--1-- IO.O· . ---·--f--t--+i+H-+-t-1--1---++++++-l-+-+--+ I
0.0 +w,J...W.-'--'---'---+,1..U..C..:....:....J......J..._jJ-U...L..J....J.....J--1--jJ-LI...l...W....!......l---j.J.J.J...U..;._J..-'--j 100.000 10,000 1.000 0.100 0.010 0.001
Sieve Size, mm
Buena Park • Palm Desert • Hemet
761
~ Sladden Engineering
450 Egan Avenue, Beaumont. CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation
ASTMCl17&C136
Project Number: 544-10159
Project Name: Peterson Road Subdivision
LN6-10381 Lab ID Number:
Sample JD: BH-1 S-3@ 15' Soil Classification: SP
Sieve Sieve Percent
Size, in Size, mm Passing
1" 25.4 100.0
3/4" 19.1 100.0
1/2" 12.7 100.0
3/8" 9.53 100.0
#4 4.75 99.8
#8 2.36 99.6
#16 1.18 99.2
#30 0.60 91.2
#50 0.30 42.9
#100 0.15 12.5
#200 0.074 4.6
100 '~ 1-,-··-• I" .... '
,-.
90 80
70 "" 60
·! "' 50 .:\!
-H-+-t-t--1----l-l---1--IH+t-l-l·l-+-+--j-jH+i-+-t-t--t--H+t+++-+-+--I I I
"" O• 40 • · ···--··---·-·---t--H--1--1--+I
30 \ · · ---· ---·---·--l-~H-H++-,-+-\<---+H++-1-t-+-+--+H-H-+-t-+--t---l -1-f-rH-+-+-t--+--H-t+-1-1-1-,--1--•
" --- -1-1-+-+--1-\,~1++++-+-+-+-+--+++-+-1-11-t-+-+---, \ IO -ttttti-t-t-t--ttttttt-t--t--ltttt-t-H-t--'sc-1---------· · -· "
. I·. -··-·-_,, ----
... "" -. "-/--t---1
O+u.~~+-~-~~-+-~__,,......+-~~-..,...~-+-+-+----1-~~-+--+---1 100.000 10.000 1,000 0,100 0.010 0.001
Sieve Size, mm
Buena Park • Palm Desert • Hemet
762
~ Sladden Engineering
450 Egan Avenue, Beaumont. CA 92223 (951) 845-7743 Fax (951) 845-8863 Project Number:
Project Name:
Lab ID Number:
Sample ID:
l00
90 80
70 "" 60
·m ~ 50
~
#. 40
30 •
20. ---
10 __ 1 I
544-10159
Gradation
ASTM C!l7 & C136
Peterson Road Subdivision
LN6-10381
BH-5 S-3 @ 15'
Sieve Sieve
Size, in Size, mm
1" 25.4
3/4" 19.J
1/2" 12.7
3/8" 9.53
#4 4.75
#8 2.36
#16 1.18
#30 0.60
#50 0.30
#100 0.15
#200 0.074
~ , ~ ,
"_)',,
\
Soil Classification: SM
Percent
Passing
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.6 93.7
62.9 33.7
__ ,_
. \ -----\
' .. -.J ____
.,,J ___
. ·-
-----
. ----
. . . "' ----·'----'--_,__
0 l00.000 l0.000 1.000 0.100 0.010 0.001
Sieve Size, mm
Buena Park• Palm Desert• Hemet
763
~ Sladden Engineering
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation
ASTM Cl 17 &Cl36
Project Number: 544-10159
Project Name: Peterson Road Subdivision
LN6-10381 Lab ID Number:
Sample ID: BH-7 S-4 @ 20' Soil Classification: SM
Sieve Sieve Percent
Size, in Size,mm Passing
1" 25.4 100.0
3/4" 19.1 100.0
1/2" 12.7 100.0
3/8" 9.53 100.0
#4 4.75 94.5
#8 2.36 84.2
#16 1.18 69,8
#30 0.60 57.4
#50 0.30 46.5
#100 0.15 28.8
#200 0.074 13.6
100
90 H+++-H-t--t----f1cH++t-+w-, t--ttt+H-H-+-,+1-------··- 80 70
\. H+l+t-!-1--1---H+H-H-+-+-'<"\c-lH+H-+-t-+--+H-r·-!-··-··"-·· +t++t-H-+-+--t+t++t-H-t--'IIH+t++tt-t--t--+t+H-++-+-+--+· ~ ----··--·--1-~·- I
bJJ .s 60
"' ~ 50 • .
~ .... ... , 40 •
1-HS-+++•-r----------1-t--<--i
30·----··
20 • • .... • \ ·I--·
.. . .. -----H-+-1-t--<I---,
------1----1--1---1
..... ---···+-+-c-tt++t+-t-+-+---1+1+++++--!--lt'l,,l-t+-/-l--l---tl+H-H-+-+---I IO ··---r---·--+t-+·+++-+-+--+---H+H-+-+-+--+---+1-H-H-f-+-+--++t++-+-+--+--+---1 I) +u--'-'-''-'--'---'-----I.J..J..1.."-'-J.....J.......1.--...U."'--'---'---'--+u-l...l..:.--'-...._...._-+u....'-'-'---'----'----, 100.000 10,000 1.000 0,100 0.010 0.001
Sieve Size, mm
Buena Park• Pulm Desert• Hemet
764
~ Sladden Engineering
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Project Number:
Project Name:
Lab ID Number:
Sample ID:
100
90 80 •
70 "" 60
,:::
·.;
~ 50 •
~
'§ ., ' 40 •
30 Gradation
ASTMC117&C136
544-10159
Peterson Road Subdivision
LN6-10381
BH-8 S-2@ 10'
Sieve Sieve
Size, in Size,mm
1" 25.4
3/4" 19.1
1/2" 12.7
3/8" 9.53
#4 4.75
#8 2.36
#16 1.18
#30 0.60
#50 0.30
#100 0.15
#200 0.074
'
\
\
'
\
\
Soil Classification: SM
Percent
Passing
100.0
100.0
100.0
100.0
100.0
100.0
99.9 99.1
86.6 54.3
25.4 ' . .. .• ------t-+-+--H+H-+-+-t--1--\-+++-t+++-+--+---++t++-t-+-+-+---, \ \
20 -t-1-1-t++-+--+--+--+t-------·----.
--··-·-··-· ------1-1-+-+--+---++t++-t-+-+-+---,
10. · · -------·----1+-H--t---t+t++t-+--t-+---t+t+H-
.. '"' .,. --t---1
()
1()0.000 10.000 1.000 0,100 0.0IO 0.001
Sieve Size, mm
Buena Park • Palm Desert • Hemet
765
~ Sladden Engineering
450 Egan Avenue, Beaumont, GA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation
AS1MC117 &Gl36
Project Number: 544-10159
Project Name: Peterson Road Subdivision
LN6-10381 Lab ID Number:
Sample ID: BH-10 R-1@ 5' Soil Classification: SP
Sieve Sieve Percent
Size, in Size, mm Passing
1 " 25.4 100.0
3/4" 19.1 100.0
1/2" 12.7 100.0
3/8" 9.53 100.0
#4 4.75 99.8
#8 2.36 99,7
#16 I. 18 99.1
#30 0.60 92.7
#50 0.30 48.4
#100 0.15 12.9
#200 0.074 3.5
IOO .
90 • •
80 .. .. .. .
70 .. --~ .....
... 60 •
. 5
"'
1-tt-1-+++-t--t----t,++-1-H-+-+-+H++-H-'lt-+---l++++++-t--t---+· -• --• -• "' 50 "' Ila ... '
,ft 40 •
30 •
• ----• ---I---l--+-+H++-l-+-1-\--1-\--l+H+++-t--t--Ht-l++-t--t--t----1 • ·----------1-+-+--+H H-+-t-+-++--+tt+-H-1-+-+---t+t+·H-+-+-+--+ \ · · •· -t--t----t,cl-H-l-+-+-+-+H++-l-++-lt---l+t++++-+--1--t++H++-t- 1++-1-+++-+-+--t++-------" " · ·· -----l+-1-t--t--+
20 10' ----·I •
\ . ------ --1-H-+-+---I
0 +u.LI-U...-'---'----IJ.J.J...LI-.J....J.--L---j-!.J..U.J...,.1....l......l...-,.U-U....---................ --+....:...'-'-'---'---'----, I00.000 10,000, 1.000 0,100 0.010 0.001
Sieve Size, mm
Buena Park• Palm Desert • Hemet
766
Sladden Engineering
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Job Number: 544-10159
One Dimensional Consolidation
ASlM D2435 & D5333
Job Name: Peterson Road Subdivision
Lab ID Number: LN6-1038! Initial Dry Density, pcf:
Sample ID: BH-4 R-1 @ 5' Initial Moisture, %:
Soil Description: Brown Sandy Silt (ML) Initial Void Ratio:
86.7 1.1
0.923
Specific Gravity: 2.67
Hydrocollapse: 0.6%@ 0.702 ksf
% Change in Height vs Normal Presssure Diagram
-+-Before Saturation -lir-After Saturation
-6-Rebound -II-Hydro Consolidation ,------------------~ 0 ~ ..
-1
-2
-• 3
A .,
= -4 .l:
1.._
--~ ....
" !'a .. .. ..,
['-.,
"' ...
'\
' -5 a
1,
~-.............._ ____ , '\
~ -6
:-
•
-7 .. --
-8 ... .. .......
• 9
' . . . • JO
0.1 1.0 10.0 100.0
Normal Load (klif)
Buena Park • Palm Desert • Hemet
767
Sladden Engineering
6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0B47 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: October 11, 2010
Account No.: 544-10159
Customer: IMH Special Asset NT 100, LLC
Location: Peterson Road, Rancho Mirage
Analytical Report
Corrosion Series
pH Soluble Sulfates
per CA 643 per CA 417
ppm
BH-4@0-5' 8.4 110
Soluble Chloride
per CA 422
ppm
60 Min. Resistivity
per CA 643
ohm-cm
2900
C Rpt 544-10159101110
Roadway Construction Noise Model (RCNM),Version 1.1
Report date:7/1/2024
Case Description:RNCH 005 - Peterson Road 16 Lot Subdivision (TTM 38971) ---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Residential Homes Residential 60 55 50
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%)(dBA)(dBA)(feet)(dBA)
Backhoe No 40 77.6 100 10
Compactor (ground)No 20 83.2 100 10
Concrete Mixer Truck No 40 78.8 100 10
Concrete Pump Truck No 20 81.4 100 10
Dump Truck No 40 76.5 100 10
Excavator No 40 80.7 100 10
Grader No 40 85 100 10
Front End Loader No 40 79.1 100 10
Roller No 20 80 100 10
Paver No 50 77.2 100 10
Tractor No 40 84 100 10
Flat Bed Truck No 40 74.3 100 10
Results
Calculated (dBA)Noise Limits (dBA)Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night
Equipment *Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10 Backhoe 61.5 60.6 85 75 85 60 80 55 None None None 0.6 None 5.6 Compactor (ground)67.2 63.2 85 75 85 60 80 55 None None None 3.2 None 8.2 Concrete Mixer Truck 62.8 61.8 85 75 85 60 80 55 None None None 1.8 None 6.8 Concrete Pump Truck 65.4 61.4 85 75 85 60 80 55 None None None 1.4 None 6.4 Dump Truck 60.4 59.5 85 75 85 60 80 55 None None None None None 4.4 Excavator 64.7 63.7 85 75 85 60 80 55 None None None 3.7 None 8.7 Grader 69 68 85 75 85 60 80 55 None None None 8 None 13 Front End Loader 63.1 62.1 85 75 85 60 80 55 None None None 2.1 None 7.1 Roller 64 60 85 75 85 60 80 55 None None None None None 5 Paver 61.2 61.2 85 75 85 60 80 55 None None None 1.2 None 6.2 Tractor 68 67 85 75 85 60 80 55 None None None 7 None 12 Flat Bed Truck 58.2 57.3 85 75 85 60 80 55 None None None None None 2.3 Total 69 74 85 75 85 60 80 55 None None None 14 None 19 *Calculated Lmax is the Loudest value.
APPENDIX F
768
03-008-2023-009
Dear Pilar Fløtterud,
The Agua Caliente Band of Cahuilla Indians (ACBCI) appreciates your efforts to include the Tribal Historic Preservation Office (THPO) in the 16-Lot Subdivision project. We have reviewed the documents and have the following comments:
[VIA EMAIL TO:[email protected]]
City of Rancho Mirage
Pilar Fløtterud
68-825 Highway 111
Rancho Mirage, California 92270
April 29, 2025
Re: EA24-0009
Again, the Agua Caliente appreciates your interest in our cultural heritage. If you have questions or require additional information, please call me at (760) 423-3485. You may also email me at [email protected].
Cordially,
Xitlaly Madrigal
Cultural Resources Analyst
Tribal Historic Preservation Office
AGUA CALIENTE BAND
OF CAHUILLA INDIANS
*At this time the concerns of the ACBCI THPO have been addressed and proper mitigation measures have been proposed to ensure the protection of tribal cultural resources. This letter shall conclude our AB52 consultation efforts.
APPENDIX G
769
AGUA CALIENTE BAND 0~ CAHUILLA INDIANS"
I !{ID.Al HISTOR I C PRE !;RV TION
5 0 I OtN S ►I O R £ D I I I/ f • PA r.• P n I N G • C A 2 2 6 4 T •160 /1>9 /600(.) 700 / 9 / fi~4 W W ,AGU CA LI C. TC -N N G OV
Augustine BAND OF CAHUILLA INDIANS
84-001 AVENUE 54 COACHELLA, CA 92236 | T: 760-398-4722 F: 760-369-7161 TRIBAL CHAIRPERSON: AMANDA AUGUSTINE TRIBAL TREASURER: William Vance TRIBAL COUNCIL MEMBER: RONNIE VANCE
Date: 03/21/2025
Pilar Flotterud
Senior Planner
Development Services Department
69-825 Highway 111
Rancho Mirage, CA 92270
SUBJECT: Environmental Assessment Case No. EA24-0009 Tentative Tract Map Case No. TTM24-0003 for Tentative Tract Map 38971 – APN: 689-090-003, 689-130-004, 689-130-005, 689-130-014, 689-130-017-689-130-018, 689-140-022
Thank you for contacting Augustine Band of Cahuilla Indians about the proposed aforementioned project. We appreciate your consideration of the cultural resources in the project area.
At this time, we are not aware of any specific cultural resources within the project area that would be affected by the proposed development. Therefore, we do not believe that formal consultation is necessary at this stage.
If any cultural resources are discovered during the project, we ask that you contact the California Native American Heritage Commission immediately to take appropriate steps to evaluate and protect them.
Thank you once again for your attention to this important matter.
Very truly yours,
Jacobia Kirksey
Jacobia Kirksey, Tribal Operations Specialist
Augustine Band of Cahuilla Indians
770
Subject: Environmental Assessment Case No. EA24-0009 Tentative Map Case No. TTM24-0003 for Tentative Tract Map 38971
Mon, Mar 10, 3:22 PM
to Pilar Fløtterud
Jill Mccormick
CAUTION: This email originated from outside The City of Rancho Mirage. DO NOT CLICK links or open attachments unless you recognize the sender and know the content is safe.
Good afternoon,
This email is to inform you that the Historic Preservation Office does not wish to comment on this project. We defer to the local Tribes and support their determinations on this matter.
Email correspondence is the preferred method of communication with this office. Hard copies of project letters are not required if an email containing the project documents has been sent to the Historic Preservation Office.
Also, please update your contact information for the Quechan Tribe.
All project-based correspondence should be sent to this email address ([email protected]) and President Jordan Joaquin ([email protected]). Per the Tribe's NAHC contact list, please remove Manfred Scott ([email protected] and [email protected]) from the distribution list for the Quechan Tribe.
Jill
H.Jill McCormick, M.A.
Historic Preservation Office
Ft. Yuma Quechan Indian Tribe
P.O. Box 1899
Yuma, AZ 85366-1899
Office: 760-919-3631
Cell: 928-920-6521
771
? .
DEVELOPMENT SERVICES DEPARTMENT
69-825 Highway 111 ● Rancho Mirage, CA 92270
www.RanchoMirageCA.gov ● (760) 328-2266
May 8, 2025
Pechanga Band of Indians
P.O. Box 2183
Temecula, CA 92593
RE: Environmental Assessment Case No. EA24-0009 Tentative Tract Map Case No. TTM24-0003 for Tentative Tract Map 38971 – APN: 689-090-003, 689-130-004, 689-130-005, 689-130-013, 689-130- 014, 689-130-017, 689-130-018, 689-140-022
To Whom It May Concern:
Thank you for your participation in the AB 52 Tribal Consultation process regarding the following project:
Environmental Assessment Case No. EA24-0009 and Tentative Tract Map Case No. TTM24-0003 (Tentative Tract Map 38971) located on APNs: 689-090-003, 689-130-004, 689-130-005, 689-130-013, 689-130-014, 689-130-017, 689-130-018, 689-140-022.
To provide full clarity, the following is a summary of the consultation timeline:
• February 11, 2025 – AB 52 notification letter was sent to the Pechanga Tribe via certified mail, initiating the 30-day consultation request period.
• March 7, 2025 – The City received the Tribe’s formal request for consultation. Requested materials were provided, and a consultation meeting was scheduled. • March 10, 2025 – End of the initial 30-day consultation request period. A request from the Pechanga Tribe was sent requesting project documents, which City staff sent documents that same day. • April 7, 2025 – Consultation meeting was held. The City reviewed proposed mitigation measures and the Tribe requested additional time, until April 21, 2025, to provide further comments. • April 28, May 1, May 5, and May 7, 2025 – Follow-up emails sent by City requesting a response. • April 28 and May 5, 2025 – Voicemails left requesting an update.
As of today, the City has not received any additional correspondence from the Pechanga Tribe. In accordance with AB 52, and based on the reasonable and good-faith efforts detailed above, the City concludes that mutual agreement could not be reached. Therefore, the AB 52 Tribal Consultation period will be considered closed within five (5) working days from receipt of this notice, which is being sent via email and certified mail, if no further information is provided by the Tribe.
We sincerely appreciate your time and consideration and welcome future opportunities for collaboration with your tribe.
Sincerely,
Pilar Fløtterud
Senior Planner
772
16 LOT SUBDIVISION • TTM 38971
RESPONSE TO COMMENTS
OCTOBER 2025
RESPONSE TO COMMENTS
TENTATIVE TRACT MAP 38971 16 LOT SUBDIVISION
RANCHO MIRAGE, CALIFORNIA
LEAD AGENCY:
CITY OF RANCHO MIRAGE
69-825 HIGHWAY 111
RANCHO MIRAGE, CALIFORNIA 92270
REPORT PREPARED BY:
BLODGETT BAYLOSIS ENVIRONMENTAL PLANNING
2211 S. HACIENDA BOULEVARD, SUITE 107
HACIENDA HEIGHTS, CALIFORNIA 91745
OCTOBER 2025
773
16 LOT SUBDIVISION • TTM 38971
RESPONSE TO COMMENTS
OCTOBER 2025
RESPONSE TO COMMENTS ● OCTOBER 2025
PAGE 2
1. INTRODUCTION & PROJECT OVERVIEW
The City of Rancho Mirage is reviewing an application that would involve the subdivision of 16 lots within 8 parcels totaling 19.81 acres. Currently, the three southern parcels would subdivided into 8 lots - Lot 6, 7, 8, 9, 13, 14, 15, and 16. This would be phase 1 of the project. Phase 2 of the project involves the remaining 5 northern parcels which would be subdivided into 8 lots - Lots 1, 2, 3, 4, 5, 10, 11, and 12. The subject parcels are all vacant and undeveloped. The proposed development would connec t to a new 8-inch water main and an 8-inch sewer main in Peterson Road. The terrain in the project area is generally level, with ground elevations ranging approximately from 255 feet to 260 feet above mean sea level. The surface soil is composed of light olive gray fine sand. The project is located within what is considered to be the California Creosote Bush Scrub plant community though the ground surface in the project area has been cleared of native vegetation in the past and existing vegetation include introduced and ruderal species such as landscaping plants and low-lying grasses. The Zoning designation that is applicable to the aforementioned parcels is Residential Estate (R-E). No General Plan Amendment or Zone Change would be required for the proposed residential development.
The City of Rancho Mirage determined, as part of the Initial Study’s preparation, that a Mitigated Negative Declaration was the appropriate environmental document for the proposed project’s CEQA review. The Initial Study and the Notice of Intent to Adopt a Mitigated Negative Declaration was forwarded to responsible agencies, trustee agencies, and the public for review and comment. A 30 -day public review period commenced on July 31, 2025 and ended on August 19, 2025 to allow these entities and other interested parties to comment on the proposed project and the findings of the Initial Study. Only one comment letter was received from the following State Agency:
● State of California – Natural Resources Agency Department of Fish and Wildlife. 3602 Inland Deserts Region, Ontario California 91764.
2. COMMENTS AND RESPONSE TO COMMENTS
2.1 COMMENTS & RESPONSES - CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE Comment #1
The California Department of Fish and Wildlife (CDFW) received a Notice of Intent to Adopt a Mitigated Negative Declaration from the City of Rancho Mirage (City) for the Project pursuant to the California Environmental Quality Act (CEQA) and CEQA Guidelines.
Thank you for the opportunity to provide comments and recommendations regarding those activities involved in the Project that may affect California fish and wildlife. Likewise, we appreciate the opportunity to provide comments regarding those aspects of the Project that CDFW, by law, may be required to carry out or approve through the exercise of its own regulatory authority under the Fish and Game Code.
Response #1
The comment is noted for the record. No further response is required.
774
16 LOT SUBDIVISION • TTM 38971
RESPONSE TO COMMENTS
OCTOBER 2025
RESPONSE TO COMMENTS ● OCTOBER 2025 PAGE 3
Comment #2 CDFW Role
CDFW is California’s Trustee Agency for fish and wildlife resources and holds those resources in trust by statute for all the people of the State. (Fish & G. Code, §§ 711.7, subd. (a) & 1802; Pub. Resources Code, § 21070; CEQA Guidelines § 15386, subd. (a).) CDFW, in its trustee capacity, has jurisdiction over the conservation, protection, and management of fish, wildlife, native plants, and habitat necessary for biologically sustainable populations of those species. (Id., § 1802.) Similarly, for purposes of CEQA, CDFW is charged by law to provide, as available, biological expertise during public agency environmental review efforts, focusing specifically on Projects and related activities that have the potential to adversely affect fish and wildlife resources.
CDFW is also submitting comments as a Responsible Agency under CEQA. (Pub. Resources Code, § 21069; CEQA Guidelines, § 15381.) CDFW expects that it may need to exercise regulatory authority as provided by the Fish and Game Code. As proposed, for example, the Project may be subject to CDFW’s lake and streambed alteration regulatory authority. (Fish & G. Code, § 1600 et seq.) Likewise, to the extent implementation of the Project as proposed may result in “take” as defined by State law of any species protected under the California Endangered Species Act (CESA) (Fish & G. Code, § 2050 et seq.), the Project proponent may seek related take authorization as provided by the Fish and Game Code.
Response #2
The comment is noted for the record. No further response is required.
Comment #3 Project Description Summary
Proponent: Phillip Fomotor
Objective: The Project involves the subdivision of 16 single-family residential lots within 8 parcels totaling
19.81 acres and the development of those lots. The 16 individual lot sizes would range in land area from 42,476 square feet to 67,608 square feet. The lots would be arranged along Peterson Road around the proposed cul-de-sac roadway. The Project will undergo two phases. Currently, the three southern parcels would be subdivided into 8 lots: Lots 6, 7, 8, 9, 13, 14, 15, and 16. This would be phase 1 of the Project.
Phase 2 of the Project involves the remaining 5 northern parcels, which would be subdivided into 8 lots:
Lots 1, 2, 3, 4, 5, 10, 11, and 12.
All exterior lighting at the project site would be conditioned to be Dark-Sky compliant. Drought tolerant landscaping will be planted throughout the project site.
Location: The proposed Project is located north of the intersection of Mirage Cove Drive and Peterson Road in the City of Rancho Mirage, in the County of Riverside. Assessor’s Parcel Numbers: 689-090-003, 689-130-004, 689-130-005, 689-130-013, 689- 130-014, 689-130-017, 689-130-018, and 689-140-022.
The proposed Project area is generally bounded on the north by the Whitewater River, on the west by Golden State Street, a private street with no access to the subject site, on the south by Mirage Cove Drive, and on the east by the Whitewater River and Kelley Lane.
Timeframe: The MND proposes Project construction to start in July 2025.
Response #3
The comment is noted for the record.
775
16 LOT SUBDIVISION • TTM 38971
RESPONSE TO COMMENTS
OCTOBER 2025
RESPONSE TO COMMENTS ● OCTOBER 2025
PAGE 4
Comment #4 Comments and Recommendations
CDFW has jurisdiction over the conservation, protection, and management of fish, wildlife, native plants, and habitat necessary for biologically sustainable populations of those species (i.e., biological resources).
CDFW offers the comments and recommendations below to assist the City in adequately identifying and/or mitigating the Project’s significant, or potentially significant, direct and indirect impacts on fish and wildlife (biological) resources. The MND has not adequately identified and disclosed th e Project’s impacts (i.e., direct, indirect, and cumulative) on biological resources and whether those impacts are reduced to less than significant. CDFW’s comments and recommendations on the MND are explained in greater detail below and summarized here. CDFW is concerned that the MND does not adequately identify or mitigate the Project’s significant, or potentially significant, impacts to biological resources. CDFW requests that additional information and analyses be added to a revised MND, along with avoi dance, minimization, and mitigation measures that avoid or reduce impacts to a level less than significant.
Response #4
The comment has been noted for the record. Biological surveys were conducted on the 19.8-acre parcel.
The property is located in an area zoned for residential usage in Rancho Mirage, California. As part of the environmental process, California Department of Fish and Wildlife (CDFW) an d U.S. Fish and Wildlife Service (USFWS) data sources were reviewed. Following the data review, surveys were performed on the site on October 4, 2022, during which the biological resources o n the site and in the surrounding areas were documented by biologists from RCA Associates, Inc. As part of the surveys, the property and adjoining areas were evaluated for the presence of native habitats to determine if they supported populations of sensitive wildlife species. The property was also evaluated for the presence of sensitive habitats including wetlands, vernal pools, riparian habitats, and jurisdictional areas. Habitat assessments were also conducted for the desert tortoise and burrowing owl. In addition, data from USFWS, CDFW, and a search of the California Natural Diversity Database was completed. The Biological Report, in its entirety was included in Appendix A.
Comment #5 Existing Environmental Setting
Compliance with CEQA is predicated on a complete and accurate description of the environmental setting that may be affected by the proposed Project. CDFW is concerned that the assessment of the existing environmental setting has not been adequately analyzed in the MND. CDFW is concerned that without a complete and accurate description of the existing environmental setting, the MND may provide an incomplete analysis of Project-related environmental impacts. The MND lacks a complete and appropriate assessment of biological resources within the Project site and surrounding area specifically as it relates burrowing owl (Athene cunicularia) and an assessment of biological resources, as discussed in the Assessment of Biological Resources and Burrowing Owl sections below. A complete and accurate assessment of the environmental setting and Project -related impacts to biological resources is needed to both identify appropriate avoidance, minimization, and mitigation measures and demonstrate that these measures reduce Project impacts to less than significant.
Response #5
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The relatively flat site is approximately 131 meters above sea level and contains no slope. The vegetation community present on site supports a disturbed desert scrub habitat encompassing mainly native plants and some non-native grasses. The site contains a few species of plant which include kelch grass (Schismus barbatus), creosote bush (Larrea tridentata), Four winged saltbush (Atriplex canescens), Asian mustard (Brassica tournefortii), Nettle leaved goosefoot (Chenopodiastrum murale) and Brittlebush (Encelia farinosa). The site also supports a minimal amount of wildlife, with many of them being birds. Species that were not observed, but are expected to occur on site given their abundance in the surrounding areas include California ground squirrel (Otospermophilus beecheyi) and antelope ground squirrel (Ammospermophilus leucurus). Birds observed included common ravens (Corvus corax), house finch (Carpodacus mexicanus), house sparrow (Passer domesticus), Anna’s hummingbird (Calypte anna), red-tailed hawk (Buteo. The site is located within documented burrowing owl habitat according to CNDDB (2024). No owls were seen on the property during the survey, and minimal suitable habitat was observed. Burrowing owls are not expected to occur on the site due to lack of suitable vegetation and burrows. Mitigation was included to address the potential impacts to burrowing owls during construction activities.
Comment #6 Mitigation Measures
CEQA requires that an MND include mitigation measures to avoid or reduce significant impacts. CDFW is concerned that the mitigation measures proposed in the MND are not adequate to avoid or reduce impacts to biological resources to below a level of significance. To support the City in ensuring that Project impacts to biological resources are reduced to less than significant, CDFW recommends revising the mitigation measures for burrowing owl, nesting birds, and special-status plants, and adding mitigation measures for artificial nighttime lighting and the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP).
Response #6
Later in this RTC document, new and/or revised mitigation measures have been identified where appropriate. These include measures that address potential construction impacts to burrowing owls, nesting birds, and special status plant species. These measures are identified in the responses that follow. In addition, the Mitigation Monitoring and Reporting Program was revised to reflect the new or revised mitigation.
Comment #7 Assessment of Biological Resources
indicates that the Project site supports suitable habitat for slender cottonheads (Nemacaulis denudate var. gracilis) and chaparral sand-verbena (Abronia villosa var. aurita) but none were observed during field surveys. CDFW concurs that the Project site contains suitable habitat for these two species. Page 4 of the Biological Assessment indicates that general biological surveys were conducted on February, 12, 2 024, a time that is outside of the typical bloom period for slender cottonheads (April and May according to Calflora).
Additionally, photos provided in the Biological Assessment appear to show presence of desert sand verbena (Abronia villosa), though the Biological Assessment does not indicate that desert sand verbena was observed on-site or discuss how the absence of a rare variety of the species, chapparal sandverbena, was determined.
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Per CDFW’s Protocols for Surveying and Evaluating Impacts to Special Status Native Plant Populations and Natural Communities (CDFW 2018), CDFW recommends that botanical field surveys are conducted at the times of year when plants will be both evident and identifiable. Since surveys were conducted outside of the peak bloom period for slender cottonheads, and the Biological Assessment lacks a discussion of how absence of chapparal sand-verbena was determined, CDFW is concerned that the assessment of the existing environmental setting with respect to special-status plants has not been adequately analyzed in the MND. Compliance with CEQA is predicated on a complete and accurate description of the environmental setting that may be affected by the proposed Project. CDFW is concerned that without a complete and accurate description of the existing environmental setting, the MND likely provides an incomplete or inaccurate analysis of Project-related environmental impacts and whether those impacts have been mitigated to a level that is less than significant. Without an appropriate assessment of the biological resources, particularly focused on special-status plants, appropriate avoidance, minimization, and/or mitigation measures cannot be identified, and it is uncertai n if impacts to biological resources have been reduced to a level less than significant. CDFW recommends the MND and its supporting documents be revised to include the results of a thorough, recent, floristic -based assessment of special status plants and natural communities, following CDFW’s Protocols for Surveying and Evaluating Impacts to Special Status Native Plant Populations and Natural Communities (CDFW 2018), which includes conducting botanical field surveys at the times of year when plants will be both evident and identifiable. Based on the findings of a thorough, recent floristic-based assessment, CDFW recommends that the MND is revised to include appropriate avoidance, minimization, and mitigation measures.
The MND includes Mitigation Measure BIO-2, indicating that a “focused plant survey should be considered for all special status plant species that have the potential to occur on the site to be performed during the blooming season (April-June) to determine the potential environmental effects of the proposed projects on special status plants and sensitive natural communities following recommended protocols by the Department of Fish and Wildlife.” CDFW considers the measure to be inadequate, in part, because it does not identify specific survey protocols or include appropriate avoidance, minimization, and mitigation. To reduce impacts to special-status plants to a level less than significant, CDFW recommends the City revise Mitigation Measure BIO-2 as follows (with additions in bold and removals in strikethrough):
Mitigation Measure BIO-2: Special-Status Plants
Prior to Project construction activities, a thorough, recent, floristic -based assessment of special status plants and natural communities, following CDFW’s Protocols for Surveying and Evaluating Impacts to Special Status Native Plant Populations and Sensitive Natural Communities (see https://wildlife.ca.gov/Conservation/Plants) shall be performed by a qualified biologist. Should any state-listed plant species (excluding CVMSHCP Covered Species) be present in the Project area, the Project proponent shall obtain appropriate California Endangered Species Act (CESA) authorization for those species prior to the start of Project activities. Should any species of native plants designated as rare, threatened, or endangered by state law (excluding CVMSHCP Covered Species) be present in the Project area, on-site or off-site habitat restoration (whichever is applicable) and/or enhancement and preservation should be evaluated and discussed in detail.
Where habitat preservation is not available on-site, off-site land acquisition, management, and preservation should be evaluated. A focused plant survey should be considered for all special status plant species that have the potential to occur on the site to be performed during the blooming season (April- 778
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June) to determine the potential environmental effects of the proposed projects on special status plants and sensitive natural communities following recommended protocols by the Department of Fish and Wildlife.
Pursuant to the CEQA Guidelines, section 15097(f), CDFW has prepared a draft mitigation monitoring and reporting program (MMRP) in Attachment 1 for CDFW recommended revisions to MM BIO-1 and MM BIO- 2 and CDFW-recommended MM BIO-[A], MM BIO-[B], and MM BIO-[C].
Response #7
The comment is noted for the record. Mitigation Measure BIO-2 has been revised to address the CDFW’s concerns regarding the identification of specific survey protocols along with appropriate avoidance, minimization, and mitigation strategies. The revised mitigation language would be incorporated into the ISMND by reference. The CDFW indicated that the revised mitigation measure would reduce the impacts to special-status plants to a level less than significant, The revised mitigation is provided below (with additions in bold and removals in strikethrough):
Mitigation Measure BIO-2: Special-Status Plants. Prior to Project construction activities, a thorough, recent, floristic -based assessment of special status plants and natural communities, following CDFW’s Protocols for Surveying and Evaluating Impacts to Special Status Native Plant Populations and Sensitive Natural Communities shall be performed by a qualified biologist. Should any state-listed plant species (excluding CVMSHCP Covered Species) be present in the Project area, the Project proponent shall obtain appropriate California Endangered Species Act (CESA) authorization for those species prior to the start of Project activities. Should any species of native plants designated as rare, threatened, or endangered by state law (excluding CVMSHCP Covered Species) be present in the Project area, on-site or off-site habitat restoration (whichever is applicable) and/or enhancement and preservation should be evaluated and discussed in detail. Where habitat preservation is not available on-site, off-site land acquisition, management, and preservation should be evaluated. A focused plant survey should be considered for all special status plant species that have the potential to occur on the site to be performed during the blooming season (April-June) to determine the potential environmental effects of the proposed projects on special status plants and sensitive natural communities following recommended protocols by the Department of Fish and Wildlife.
Comment #8 Nesting Birds
It is the Project proponent’s responsibility to comply with all applicable laws related to nesting birds and birds of prey. Fish and Game Code sections 3503, 3503.5, and 3513 afford protective measures as follows: section 3503 states that it is unlawful to take, possess, or needlessly destroy the nest or eggs of any bird, except as otherwise provided by Fish and Game Code or any regulation made pursuant thereto.
Fish and Game Code section 3503.5 makes it unlawful to take, possess, or destroy any birds in th e orders Falconiformes or Strigiformes (birds-of-prey) or to take, possess, or destroy the nest or eggs of any such bird except as otherwise provided by Fish and Game Code or any regulation adopted pursuant thereto. Fish and Game Code section 3513 makes it unlawful to take or possess any migratory nongame bird except as provided by rules and regulations adopted by the Secretary of the Interior under provisions of the Migratory Bird Treaty Act of 1918, as amended (16 U.S.C. § 703 et seq.). 779
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With regard to the CVMSHCP, per its associated Implementing Agreement (IA) and Permits from CDFW and the U.S. Fish and Wildlife Service (the Wildlife Agencies), Take associated with Covered Activities will not be in violation of the Migratory Bird Treaty Act and will be consistent with Fish and Game Code sections 3503 and 3503.5; therefore, all Covered Activities within and outside Conservation Areas must undertak e measures to avoid the take of individuals, nests, and eggs of nesting birds. The CVMSHCP inc ludes a general conservation measure that applies to all bird species to avoid impacts to habitat for nesting birds during the nesting season (CVMSHCP Section 9.7). Per IA Section 13.2, the City is obligated to ensure the projects to which it confers Take Authorization under the CVMSHCP comply with all terms and requirements of the CVMSHCP, the Wildlife Agencies’ Permits that create the CVMSHCP, and the IA, including compliance with laws that protect nesting birds.
The MND and its supporting documents lack an analysis on the potential impacts of the Project on nesting birds and their suitable habitat, though the MND includes a mitigation measure for nesting birds. CDFW considers the Project site to contain suitable habitat for ground-nesting birds and birds that nest in shrubs and trees, including both native and non-native vegetation (including ornamental plants). Disturbance to and removal of vegetation within and surrounding the Project areas has the potential to i mpact nesting birds. Construction noise associated with the Project also has the potential to impact nesting birds. The direct and indirect impacts of the Project have the potential to significantly adversely affect nesting birds.
CDFW considers the mitigation measure for nesting birds in the MND to be inadequate in scope and timing to reduce impacts to nesting birds to a level less than significant. In alignment with the CVMSHCP’s general conservation measure for nesting birds (CVMSHCP Section 9.7), CDFW recommends Project construction activities are conducted outside of the peak nesting bird season.
CDFW also recommends the completion of nesting bird surveys regardless of the time of year to ensure that impacts to nesting birds and their nests and eggs are avoided. The timing of the nesting season varies greatly depending on several factors, such as bird species, weather conditions in any given year, and long-term climate changes (e.g., drought, warming, etc.). In response to warming, birds have been reported to breed earlier, thereby reducing temperatures that nests are exposed to during breeding and tracking shifts in availability of resources (Socolar et al., 2017). CDFW staff have observed that climate change conditions may result in the nesting bird season occurring earlier and later in the year than historical nesting season dates. CDFW recommends that disturbance of occupied nests of migratory birds and raptors within the Project site and surrounding area be avoided any time bi rds are nesting on- site. CDFW therefore recommends the completion of nesting bird surveys regardless of the time of year to ensure compliance with all applicable laws pertaining to nesting and migratory birds. To support the City in reducing impacts to nesting birds to a less than significant level, CDFW recommends the City revise the mitigation measure for nesting birds as follows (with additions in bold and removals in strikethrough):
Mitigation Measure BIO-1: Nesting Birds
Nesting bird surveys shall be performed by a qualified avian biologist no more than 3 days prior to vegetation removal or ground-disturbing activities. Pre-construction surveys shall focus on both direct and indirect evidence of nesting, including nest locations and nesting behavior. The qualified avian biologist will make every effort to avoid potential nest predation as a result of survey and monitoring efforts. If active nests are found during the preconstruction nesting bird surveys, a qualified biologist shall establish an appropriate nest buffer to be marked on the ground. Nest 780
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buffers are species specific and shall be at least 300 feet for passerines and 500 feet for raptors. A smaller or larger buffer may be determined by the qualified biologist familiar with the nesting phenology of the nesting species and based on nest and bu ffer monitoring results. Construction activities may not occur inside the established buffers, which shall remain on -site until a qualified biologist determines the young have fledged or the nest is no longer active. Active nests and adequacy of the established buffer distance shall be monitored daily by the qualified biologist until the qualified biologist has determined the young have fledged or the Project has been completed.
The qualified biologist has the authority to stop work if nesting pairs exhibit signs of disturbance.
Pre-construction surveys for burrowing owls and nesting birds protected under the Migratory Bird Treaty Act and Section 3503 of the California Fish and Wildlife Code shall be conducted prior to the commencement of Project-related ground disturbance.
a. Appropriate survey methods and timeframes shall be established, to ensure that chances of detecting the target species are maximized. In the event that listed species, such as desert tortoise, are encountered, authorization from the USFWS and CDFW must be obtained. If nesting birds are detected, avoidance measures shall be implemented to ensure that nests are not disturbed until after young have fledged.
b. Pre-construction surveys shall encompass all areas within the potential footprint of disturbance for the project, as well as a reasonable buffer around these areas Response #8
The site supports a disturbed desert scrub community which sparsely covers the property . Species present on the site included kelch grass (Schismus barbatus), creosote bush (Larrea tridentata), Four-winged saltbush (Atriplex canescens), Asian mustard (Brassica tournefortii), Nettle leaved goosefoot (Chenopodiastrum murale) and Brittlebush (Encelia farinosa). The surface soil is composed of light olive gray fine sand. The project location is within what would be the California Creosote Bush Scrub plant community; however, the ground surface in the project area has been cleared of native vegetation in the past and existing vegetation include introduced and ruderal species such as landscaping plants and low - lying grasses. The entirety of t he project area has been disturbed in the past, with all native vegetation being removed. Nevertheless, the biological report acknowledged that nesting birds located onsite are protected under the Migratory Bird Treaty Act and Section 3503 of the California Fish and Wildlife Cod. For this reason, surveys shall be conducted prior to the commencement of Project-related ground disturbance.
The revised mitigation is outlined below. Deleted text is noted using strikeout and new text is shown in bold lettering.
Mitigation Measure BIO-1: Nesting Birds. Nesting bird surveys shall be performed by a qualified avian biologist no more than 3 days prior to vegetation removal or ground-disturbing activities.
Pre-construction surveys shall focus on both direct and indirect evidence of nesting, including nest locations and nesting behavior. The qualified avian biologist will make every effort to avoid potential nest predation as a result of survey and monitoring efforts. If active nests are found during the preconstruction nesting bird surveys, a qualified biologist shall establish an appropriate nest buffer to be marked on the ground. Nest buffers are species specific and shall be at least 300 feet for passerines and 500 feet for raptors. A smaller or larger buffer may be determined by the qualified biologist familiar with the nesting phenology of the nesting species 781
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and based on nest and buffer monitoring results. Construction activities may not occur inside the established buffers, which shall remain on-site until a qualified biologist determines the young have fledged or the nest is no longer active. Active nests an d adequacy of the established buffer distance shall be monitored daily by the qualified biologist until the qualified biologist has determined the young have fledged or the Project has been completed. The qualified biologist has the authority to stop work if nesting pairs exhibit signs of disturbance. Pre- construction surveys for burrowing owls and nesting birds protected under the Migratory Bird Treaty Act and Section 3503 of the California Fish and Wildlife Code shall be conducted prior to the commencement of Project-related ground disturbance.
a. Appropriate survey methods and timeframes shall be established, to ensure that chances of detecting the target species are maximized. In the event that listed species, such as desert tortoise, are encountered, authorization from the USFWS and CDFW must be obtained. If nesting birds are detected, avoidance measures shall be implemented to ensure that nests are not disturbed until after young have fledged.
b. Pre-construction surveys shall encompass all areas within the potential footprint of disturbance for the project, as well as a reasonable buffer around these areas Comment #9 Burrowing Owl
On October 10, 2024, the Fish and Game Commission determined that western burrowing owl warrants protection as a candidate species under the California Endangered Species Act (Fish & G. Code, § 2050 et seq.). During the candidacy period, western burrowing owl will be afforded the same protection as threatened and endangered species under CESA. If Project activities, including relocation, could result in take, appropriate CESA authorization (i.e., Incidental Take Permit under Fish and Game Code section 2081) should be obtained prior to commencement of Project activities.
Take of individual burrowing owls and their nests or eggs is defined by Fish and Game Code section 86, and prohibited by sections 3503, 3503.5, and 3513. Take is defined in Fish and Game Code section 86 as “hunt, pursue, catch, capture or kill, or attempt to hunt, pursue, catch, capture or kill.” Fish and Game Code sections 3503, 3503.5, and 3513 afford protective measures as follows: section 3503 states that it is unlawful to take, possess, or needlessly destroy the nest or eggs of any bird, except as othe rwise provided by Fish and Game Code or any regulation made pursuant thereto. Fish and Game Code section 3503.5 makes it unlawful to take, possess, or destroy any birds in the orders Falconiformes or Strigiformes (birds - of-prey) or to take, possess, or destroy the nest or eggs of any such bird except as otherwise provided by Fish and Game Code or any regulation adopted pursuant thereto. Fish and Game Code section 3513 makes it unlawful to take or possess any migratory nongame bird except as provided by rule s and regulations adopted by the Secretary of the Interior under provisions of the Migratory Bird Treaty Act of 1918, as amended (16 U.S.C. § 703 et seq.).
With regard to the CVMSHCP, the CDFW Natural Community Conservation Plan (NCCP) Permit #2835- 2008-001-06 does not provide Take Authorization for burrowing owl individuals, nests, or eggs. To the contrary, section 3.5.6 of the NCCP Permit states burrowing owl “pairs or individuals will not be Taken” and reiterates that the “HCP/NCCP does not authorize Take of [burrowing owl] nests [or] eggs[.]” Therefore, throughout the CVMSHCP area—both within and without Conservation Areas—Permittees must ensure 782
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that activities occurring within their jurisdictions do not result in the take, possession, or destruction of burrowing owl individuals, nests, or eggs. Any activity occurring within the CVMSHCP area that results in the take of burrowing owl individuals, nests, or eggs would be unlawful and would not be a Covered Activity under the CVMSHCP. Per IA Section 13.2, the City is obligated to ensure the projects to which it confers Take Authorization under the CVMSHCP comply with all terms and requirements of the CVMSHCP, the Wildlife Agencies’ Permits that created the CVMSHCP, and the IA, including compliance with laws that protect burrowing owls.
CNDDB (2024). No owls were seen on the property during the survey, and minimal suitable habitat was observed. Burrowing owls are not expected to occur on the site due to lack of suitable vegetation and burrows.” Page 4 of the Project’s General Biological Resources Assessment (Biological Assessment), dated March 3, 2023, states that “following completion of the initial reconnaissance survey, habitat asses sments were conducted for the burrowing owl.” The MND and its supporting documents lack information on the protocols used to conduct a habitat assessment for burrowing owl and lack reporting on the findings of the habitat assessment, including, but not limited to, a discussion of vegetation and habitat types potentially supporting burrowing owls in the Project area and vicinity, a written description of the biological setting as it relates to the potential presence of burrowing owl, and the locations of any suitable burrows and/or burrow surrogates identified within or adjacent to the Project site. Given the MND’s lack of findings from a habitat assessment and recent focused surveys for burrowing owl following the guidelines in the Staff Report on Burrowing Owl Mitigation, the number and locations of suitable and occupied burrows within the Project site and surrounding areas are unknown, and CDFW is limited in its ability to provide biological expertise to support the City in reducing impacts to burrowing owl to a level less than significant.
CDFW notes that in California, preferred habitat for burrowing owl is generally typified by short, sparse vegetation with few shrubs, and that burrowing owls may occur in ruderal grassy fields, vacant lots, and pastures if the vegetation structure is suitable and there are useable burrows and foraging habitat proximity.
Based on review of historical aerial imagery, most areas of the Project contain vacant land with sparse vegetation cover that is suitable nesting and foraging habitat for burrowing owl. CDFW also notes that burrowing owls have also been observed within 1.3 miles of the Project site in areas associated with the Whitewater River based on unprocessed occurrence data accessed using the California Natural Diversity Database. Burrowing owls also frequently move into disturbed areas prior to and during construction activities since they are adapted to highly modified habitats. CDFW considers the Project site and surrounding vacant area to contain suitable nesting and foraging habitat for burrowing owl. Given the presence of suitable habitat for burrowing owl within the Project sites and surrounding area, CDFW recommends that the MND is revised to include the results of focused surveys, including survey reports, for burrowing owl within the Project site and surrounding area following the guidelines outlined in Appendix D of the Staff Report on Burrowing Owl Mitigation and to incorporate appropriate avoidance, minimization, and mitigation measures for burrowing owl. Focused surveys and pre -construction surveys are needed to inform appropriate avoidance, minimization, and mitigation measures and support the City in reducing impacts to burrowing owl to a level less than significant. Without conducting focused and pre -construction surveys and incorporating appropriate avoidance, minimization, and mitigation measures, the Project is at risk of significantly adversely affecting burrowing owl. 783
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be required by CDFW to determine if any owls have moved on to the site since the February 12, 2024 surveys.” The MND includes Mitigation Measure BIO-1, which addresses both nesting birds and burrowing owl. CDFW considers Mitigation Measure BIO-1 to be inadequate in scope and timing to reduce impacts to burrowing owl to a level less than significant. CDFW recommends the City add the following stand -alone mitigation measure for burrowing owl to a revised MND:
Mitigation Measure BIO-[A]: Burrowing Owl Focused and Pre-Construction Surveys Suitable burrowing owl habitat has been confirmed on the site; therefore, focused burrowing owl surveys shall be conducted by a CVMSHCP-approved Acceptable Biologist in accordance with the Staff Report on Burrowing Owl Mitigation (2012 or most recent version) prior to vegetation removal or ground-disturbing activities. If burrowing owls are detected during the focused surveys, the qualified biologist and Project proponent shall begin coordination with CDFW and USFWS immediately, and shall prepare a Burrowing Owl Avoidance and Monitoring Plan that shall be submitted to CDFW for review and approval prior to commencing Project activities. The Burrowing Owl Plan shall describe proposed avoidance and monitoring actions, including measures necessary to avoid take of burrowing owl individuals, nests, and eggs. The Burrowing Owl Plan shall include the number and location of occupied burrow sites (occupied site means at least one burrowing owl or its sign has been observed within the last three years; may be indicated by owl sign including feathers, pellets, prey remains, eggshell fragments, or excrement at or near a burrow entrance or perch site), acres of burrowing owl habitat that will be impacted, details of site monitoring, and details on proposed buffers and other avoidance measures. If impacts to occupied burrowing owl habitat or burrow(s) or burrowing owl individuals, nests, or eggs cannot be avoided, appropriate CESA authorization (i.e., Incidental Take Permit under Fish and Game Code section 2081) should be obtained from CDFW prior to commencement of Project activities. Preconstruction burrowing owl surveys shall be conducted no less than 14 days prior to the start of Project -related activities and within 24 hours prior to ground disturbance, in accordance with the Staff Report on Burrowing Owl Mitigation (2012 or most recent version). Preconstruction surveys should be repeated when there is a pause in construction of more than 30 days. Preconstruction surveys shall be performed by a CVMSHCP-approved Acceptable Biologist following the recommendations and guidelines provided in the Staff Report on Burrowing Owl Mitigation. If the preconstruction surveys confirm occupied burrowing owl habitat, Project activities shall be immediately halted. The qualified biologist shall coordinate with CDFW and prepare a Burrowing Owl Avoidance and Monitoring Plan that shall be submitted to CDFW and USFWS for review and approval prior to commencing Project activities.
Response #9
Both the IS/MND and the and the Biological Report that was prepared for the project indicated there was a potential for burrowing owls to be present on the site and that a preconstruction survey was warranted.
The IS/MND states “the site is located within documented burrowing owl habitat according to CNDDB (2024). No owls were seen on the property during the survey, and minimal suitable habitat was observed. Burrowing owls are not expected to occur on the site due to lack of suitable vegetation and burrows.” However, the ISMND did include the following mitigation:
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Biological Resources Mitigation No. A1 Pre-construction surveys for burrowing owls and nesting birds protected under the Migratory Bird Treaty Act and Section 3503 of the California Fish and Wildlife Code shall be conducted prior to the commencement of Project-related ground disturbance. a. Appropriate survey methods and timeframes shall be established, to ensure that chances of detecting the target species are maximized. In the event that listed species, such as desert tortoise, are encountered, authorization from the USFWS and CDFW must be obtained. If nesting birds are detected, avoidance measures shall be implemented to ensure that nests are not disturbed until after young have fledged.
b. Pre-construction surveys shall encompass all areas within the potential footprint of disturbance for the project, as well as a reasonable buffer around these areas.
The revised mitigation is outlined below. New text is shown in bold lettering.
Biological Resources Mitigation No. 3. Pre-construction burrowing owl surveys shall be conducted no less than 14 days prior to the start of Project-related activities and within 24 hours prior to ground disturbance, in accordance with the Staff Report on Burrowing Owl Mitigation (CDFG 2012 or most recent version). Pre-construction surveys shall be performed by a qualified biologist following the recommendations and guidelines provided in the Staff Report on Burrowing Owl Mitigation. If the pre- construction surveys confirm occupied burrowing owl habitat, Project activities shall be immediately halted. The qualified biologist shall coordinate with the California Department of Fish & Wildlife (CDFW) and United State Fish & Wildlife Service (USFWS) to conduct an impact assessment to develop avoidance and minimization measures to be approved by CDFW prior to commencing Project activities.
Comment #10 Artificial Nighttime Lighting
Sky compliant, in order to reduce the amount of light emitted at the project site at night.” The MND lacks additional information on artificial nighttime lighting and any additional associated avoidance measures.
Two of the Project areas are located adjacent to the Whitewater River—an area that provides suitable nesting, roosting, foraging, and refugia habitat for birds, migratory birds that fly at night, bats, and other nocturnal and crepuscular wildlife. The Project’s proposed artificial nighttime lighting has the potential to significantly and adversely affect wildlife in the open-space and vacant areas adjacent to the Project site.
Artificial lighting alters ecological processes including, but not limited to, the temporal niches of species; the repair and recovery of physiological function; the measurement of time through interference with the detection of circadian and lunar and seasonal cycles; the detection of resources and natural enemies; and navigation. Many species use photoperiod cues for communication (e.g., bird song), determining when to begin foraging, behavioral thermoregulation, an d migration. Phototaxis, a phenomenon that results in attraction and movement towards light, can disorient, entrap, and temporarily blind wildlife species that experience it.
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While plans to condition the Project’s artificial nighttime lighting to be Dark -Sky compliant support the Project in limiting lighting impacts to biological resources within areas surrounding the Project site, CDFW considers these minimization plans insufficient in scope and timing to reduce impacts to a level less than significant. To support the City in avoiding or reducing impacts of artificial nighttime lighting on biological resources to less than significant, CDFW recommends the City add the following mitigation measure to a revised MND:
Mitigation Measure BIO-[B]: Artificial Nighttime Lighting
Throughout construction and the lifetime operations of the Project, the City and Project proponent shall eliminate all nonessential lighting throughout the Project area and avoid or limit the use of artificial light at night during the hours of dawn and du sk when many wildlife species are most active. The City and Project proponent shall ensure that all lighting for the Project is fully shielded, cast downward and directed away from surrounding open-space and agricultural areas, reduced in intensity to the greatest extent possible, and does not result in lighting trespass including glare into surrounding areas or upward into the night sky (see the International Dark -Sky Association standards at http://darksky.org/) . The City and Project proponent shall ensure use of LED lighting with a correlated color temperature of 3,000 Kelvins or less, proper disposal of hazardous waste, and recycling of lighting that contains toxic compounds with a qualified recycler.
Response #10
The comment is noted for the record, but provides no substantial evidence that the Project will result in substantial lighting, or that the lighting proposed for the Project will impact biological resources. The proposed Project’s lighting must be designed so as to prevent emissions of glar e or light beyond the property line in accordance with City Municipal Code Section 17.18.050 and the Community Design Element in the City’s General Plan. All exterior lighting at the project site would be conditioned to be Dark- Sky compliant, in order to reduce the amount of light emitted at the project site at night and preserve the desert night sky. Further, the City’s construction hour restrictions make it unlikely that construction will occur at night. Adherence with the Municipal Code and General Plan will help ensure that lighting on the property would not pose significant impacts to wildlife; no change to the IS/MND is required .
Comment #11 Coachella Valley Multiple Species Habitat Conservation Plan Local Development Mitigation Fee. The Project is located within the CVMSHCP Plan Boundary and outside of a Conservation Area and contains habitat for Covered Species and/or conserved natural communities.
Per CVMSHCP Section 5.2.1.1 and IA Sections 12.2.1 and 13.2, the City is obligated to impose a local development mitigation fee for new development within the Plan Area that impacts vacant land containing Habitat for Covered Species and/or conserved natural communities, including small vacant lots within urban areas that contain natural open space, and to transmit collected fees to CVCC at least quarterly and prior to impacts to Covered Species and their Habitats. To document the City’s obligation to impose and transmit a Local Development Mitigation Fee for the Project, CDFW recommends the City add the following mitigation measure to a revised MND:
Mitigation Measure BIO-[C]: CVMSHCP Compliance
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Prior to construction and issuance of any grading permit, the City shall ensure compliance with the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) and its associated Implementing Agreement and shall ensure the collection of payment o f the CVMSHCP Local Development Mitigation Fee and transfer of revenues to the Coachella Valley Conservation Commission.
Response #11
The ISMND does indicate the Project occurs within the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) plan area and is subject to provisions and policies of the CVMSHCP. No mitigation measure is required given that all development impact fees will be collected as part of the city’s normal entitlement and building permit process.
Comment #12 Landscaping
CDFW recommends that the MND include recommendations regarding landscaping from Section 4.0 of the CVMSHCP “Table 4-112: Coachella Valley Native Plants Recommended for Landscaping” (pp. 4-180 to 4-182; https://cvmshcp.org/plandocuments/) . CDFW also recommends incorporation of water-wise concepts in any Project landscape design plans. In particular, CDFW recommends xeriscaping with locally native California species and installing water-efficient and targeted irrigation systems (such as drip irrigation). Native plants support butterflies, birds, reptiles, amphibians, small mammals, bees, and other pollinators that evolved with those plants. More information on native plants suitable for the Project location and nearby nurseries is available at Calscape: https://calscape.org/ . Local water agencies/cities and resource conservation cities in your area may be able to provide information on plant nurseries that carry locally native species, and some facilities display drought-tolerant locally native species demonstration gardens. Information on drought-tolerant landscaping and water-efficient irrigation systems is available on California’s Save our Water website: https://saveourwater.com/ .
Response #12
The comment is noted for the record. The proposed project is a “subdivision” project at this time No specific development plan or landscape plan has been prepared at this time. Future landscaping will require City and Coachella Valley Water District approval and must comply with water efficient standards and the water district’s water conservation requirements.
Comment #13 Environmental Data
CEQA requires that information developed in environmental impact reports and negative declarations be incorporated into a database which may be used to make subsequent or supplemental environmental determinations. (Pub. Resources Code, § 21003, subd. (e).) Accordingly, please report any special-status species and natural communities detected during Project surveys to the California Natural Diversity Database (CNDDB). The CNNDB field survey form can be filled out and submitted online at the following link: https://wildlife.ca.gov/Data/CNDDB/Submitting-Data . The types of information reported to CNDDB can be found at the following link: https://www.wildlife.ca.gov/Data/CNDDB/Plants-and-Animals . 787
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Response #13
The comment is noted for the record.
Comment #14 Environmental Document Filing Fees
The Project, as proposed, would have an impact on fish and/or wildlife, and assessment of environmental document filing fees is necessary. Fees are payable upon filing of the Notice of Determination by the Lead Agency and serve to help defray the cost of environmental review by CDFW. Payment of the environmental document filing fee is required in order for the underlying Project approval to be operative, vested, and final. (Cal. Code Regs, tit. 14, § 753.5; Fish & G. Code, § 711.4; Pub. Resources Code, § 21 089.) Response #14
The comment is noted for the record.
Comment #15 Conclusion
CDFW appreciates the opportunity to comment on the MND to assist the City in identifying and mitigating Project impacts to biological resources. CDFW concludes that the MND does not adequately identify or mitigate the Project’s significant, or potentially significant, impacts to biological resources. CDFW recommends that additional mitigation measures and analysis as described in this letter be added to a revised MND. CDFW personnel are available for consultation regarding biological resources and strategie s to avoid and minimize impacts. Questions regarding this letter or further coordination should be directed to Jacob Skaggs, Senior Environmental Scientist Specialist, at [email protected].
Response #15
The comment is noted for the record.
3. REVISIONS TO THE MITIGATION MONITORING AND REPORTING PROGRAM (MMRP) Table 13 Mitigation Monitoring and Reporting Program
Mitigation Measure Responsible
Agency Timing
Verification
(Date and
Initials)
AESTHETICS
No Mitigation was required.
AGRICULTURAL RESOURCES
No Mitigation was required.
AIR QUALITY
No Mitigation was required.
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BIOLOGICAL RESOURCES
Biological Resources Mitigation Measure No. 1. Nesting bird surveys shall be performed by a qualified avian biologist no more than 3 days prior to vegetation removal or ground- disturbing activities. Pre-construction surveys shall focus on both direct and indirect evidence of nesting, including nest locations and nesting behavior. The qualified avian biologist will make every effort to avoid potential nest predation as a result of survey and monitoring efforts. If active nests are found during the preconstruction nesting bird surveys, a qualified biologist shall establish an appropriate nest buffer to be marked on the ground. Nest buffers are species specific and shall be at least 300 feet for passerines and 500 feet for raptors. A smaller or larger buffer may be determined by the qualified biologist familiar with the nesting phenology of the nesting species and based on nest and buffer monitoring results. Construction activities may not occur inside the established buffers, which shall remain on-site until a qualified biologist determines the young have fledged or the nest is no longer active. Active nests and adequacy of the established buffer distance shall be monitored daily by the qualified biologist until the qualified biologist has determined the young have fledged or the Project has been completed. The qualified biologist has the authority to stop work if nesting pairs exhibit signs of disturbance.
Project Developer
Qualified Biologist
City of Rancho
Mirage
Prior to
commencement of
Construction
Biological Resources Mitigation Measure No. 2. Prior to Project construction activities, a thorough, recent, floristic-based assessment of special status plants and natural communities, following CDFW’s Protocols for Surveying and Evaluating Impacts to Special Status Native Plant Populations and
Sensitive Natural Communities (see
https://wildlife.ca.gov/Conservation/Plants) shall be performed by a qualified biologist. Should any state-listed plant species (excluding CVMSHCP Covered Species) be present in the
Project area, the Project proponent shall obtain appropriate California Endangered Species Act (CESA) authorization for those species prior to the start of Project activities. Should any species of native plants designated as rare, threatened, or endangered by state law (excluding CVMSHCP Covered
Species) be present in the Project area, on-site or off-site habitat restoration (whichever is applicable) and/or
enhancement and preservation should be evaluated and
discussed in detail. Where habitat preservation is not available on-site, off-site land acquisition, management, and preservation should be evaluated.
Project Developer
Qualified Biologist
City of Rancho
Mirage
Prior to
commencement of
Construction
Biological Resources Mitigation Measure No. 3. Pre-
construction burrowing owl surveys shall be conducted no less than 14 days prior to the start of Project-related activities and within 24 hours prior to ground disturbance, in accordance with the Staff Report on Burrowing Owl Mitigation (CDFG 2012 or most recent version). Pre-construction surveys shall be performed by a qualified biologist following the
recommendations and guidelines provided in the Staff Report on Burrowing Owl Mitigation. If the pre-construction surveys confirm occupied burrowing owl habitat, Project activities shall be immediately halted. The qualified biologist shall coordinate with the California Department of Fish & Wildlife (CDFW) and United State Fish & Wildlife Service (USFWS) to conduct an impact assessment to develop avoidance and minimization measures to be approved by CDFW prior to commencing
Project activities.
Project Developer
Qualified
Biologist
City of Rancho
Mirage
Project Proponent
shall provide the
City with pre-
construction
surveys prior to the
issuance of any
permit to allow
ground
disturbance.
CULTURAL RESOURCES
No Mitigation was required.
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GEOLOGY AND SOILS
No Mitigation was required.
GREENHOUSE GAS EMISSIONS
No Mitigation was required.
HAZARDS AND HAZARDOUS MATERIALS
No Mitigation was required.
HYDROLOGY AND WATER QUALITY
No Mitigation was required.
LAND USE AND PLANNING
No Mitigation was required.
MINERAL RESOURCES
No Mitigation was required.
NOISE
No Mitigation was required.
POPULATION AND HOUSING
No Mitigation was required.
PUBLIC SERVICES
No Mitigation was required.
RECREATION
No Mitigation was required.
TRANSPORTATION/TRAFFIC
No Mitigation was required.
TRIBAL CULTURAL RESOURCES
Tribal Cultural Resources Mitigation Measure No. 1. The Agua Caliente Band of Cahuilla Indians must be notified a minimum of 30 days prior to any earth-moving activities including grading, grubbing, trenching, or excavations at the site. All earth-moving activities including grading, grubbing, trenching, or excavations at the site shall be monitored by a qualified archaeologist and/or approved Agua Caliente Native American Cultural Resource Monitor(s).
Project Developer
Cultural Monitor
City of Rancho
Mirage
Prior to
commencement of
Construction
Tribal Cultural Resources Mitigation Measure No. 2. A qualified archaeologist and approved Agua Caliente Native American Cultural Resource Monitor(s) shall provide preconstruction training for all earthmoving construction personnel prior to the start of any ground- disturbing activities, regarding how to recognize the types of Tribal Cultural Resources and/or archaeological resources that may be encountered and to instruct personnel about actions to be taken in the event of a discovery. Should cultural materials be discovered, they shall be recorded and evaluated in the field. The monitors shall be prepared to recover artifacts to avoid construction delays but must have the power to temporarily halt or divert construction equipment to allow for controlled archaeological recovery if a substantial cultural deposit is encountered. If artifacts are discovered, these shall be cataloged and analyzed. The archaeologist and monitor, in discussion with the Tribal Historic Preservation Office, shall determine and implement the best course of action for the treatment and disposition of the artifacts.
Project Developer
Cultural Monitor
City of Rancho
Mirage
During the Project’s
construction phase
Tribal Cultural Resources Mitigation Measure No. 3. In the unexpected event human remains are uncovered during construction Project Developer
Cultural Monitor
During the Project’s
construction phase
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activities, all construction work taking place within the vicinity of the discovered remains must cease and the necessary steps to ensure the integrity of the immediate area must be taken. The County Coroner must be notified within 24 hours of the discovery of human remains. If the remains discovered are determined by the Coroner to be of Native American descent, the Coroner shall contact the Native American Heritage Commission (NAHC) within 24 hours. The NAHC would in turn contact the Most Likely Descendant (MLD) would determine further action to be taken. The MLD would have 48 hours to access the site and make a recommendation regarding disposition of the remains.
City of Rancho
Mirage
UTILITIES AND SERVICE SYSTEMS
No Mitigation was required.
Wildfire
No Mitigation was required.
791
DEVELOPMENT SERVICES DEPARTMENT
69-825 Highway 111 ● Rancho Mirage, CA 92270
[email protected] ● (760) 328-2266
NOTICE OF DETERMINATION AND MITIGATED NEGATIVE DECLARATION To: Office of Land Use and Climate Innovation
1400 Tenth Street
Sacramento, CA 95814
Riverside County Clerk
P.O. Box 751
Riverside, CA 92501
SUBJECT: Filing of Notice of Determination in compliance with Section 21108 or 21152 of the Public Resources Code.
State Clearinghouse (SCH) Number: 2025070800
Project Title/Case No.: Environmental Assessment Case No. EA24-0009, Minor Variance Case No. VAR24-0005, and Tentative Tract Map Case No. TTM24-0003 (TTM 38971) (“Project”) Project Applicant: Phillip Fomotor
Project Location: North of the intersection of Mirage Cove Drive and Peterson Road. Assessor’s Parcel Numbers:
689-090-003, 689-130-004, -005, -013, -014, -017, -018, & 689-140-022 Project Description: Consideration to subdivide eight (8) parcels totaling 19.81 acres into sixteen (16) residential lots.
Phase 1 includes the subdivision of three (3) southern parcels into eight (8) lots, identified as Lots 6, 7, 8, 9, 13, 14, 15, and 16. Phase 2 includes the subdivision of five (5) northern parcels into eight (8) lots, identified as Lots 1, 2, 3, 4, 5, 10, 11, and 12. The project site is currently vacant and has a zoning designation of Residential Estate (R-E). A Minor Variance is proposed to consider a .98-acre size for two parcels; all other parcels will range in size from 1 acre to 1.55 acres. No single-family residence architectural plans are proposed as part of this project.
This is to advise that the lead agency, City of Rancho Mirage, has approved the above described project on _______ and has made the following determinations regarding the above described project.
1. The project ☐ will ☒ will not have a significant effect on the environment.
2.☐ An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA. ☒A Negative Declaration was prepared for this project pursuant to the provisions of CEQA.
3. Mitigation measures ☒ were ☐ were not made a condition of the approval of the project.
4. A mitigation reporting or monitoring plan ☒ was ☐ was not adopted for this project.
5. A Statement of Overriding Considerations ☐ was ☒ was not adopted for this project.
6. Findings ☒ were ☐ were not made pursuant to the provisions of CEQA.
The City Council adopted the following Finding: The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). This is to certify that the Mitigated Negative Declaration with comments and responses and record of project approval is available to the General Public at: City of Rancho Mirage, 69-825 Highway 111, Rancho Mirage, CA 92270.
Mitigated Negative Declaration – Rancho Mirage City Council Date:
Ben Torres, Planning Manager
I hereby certify that the City of Rancho Mirage has made the above findings of fact and that based upon the Mitigated Negative Declaration and hearing record the project will not have a significant effect on the environment.
Date:
Ben Torres, Planning Manager
ATTACHMENT 7
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