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28340-111111111 11111111 e r l� Sladden Eng9ne'erihg 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523 -0952 Fax (714) 523 -1369 39 -725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772 -3893 Fax (760) 772 -3895 October 14, 2004 Crowne Pointe Partners, LLC c/o Pacific Santa Fe 17700 SW Upper Boones Ferry Road, Suite 100 Poftland, Oregon 97224 Attention: Mr. Scott Miller Project: Crowne Pointe at PGA West La Quinta, California Subject: Geotechnical Update Project No. 544 -4650 04 -10 -745 D [ECERWIE JAN 2 3 2006 CITY COMMUNITY D LA EVELOPMENT .DEPARTMENT Ref: Soil Engineering Report prepared by Buena Engineers dated April 17,1986, Job No. B- 14413 -P3. Interim Report of Grading Observation and Testing prepared by Buena Engineers, Inc. dated November 10, 1986, Job No. B- 14413 -P4, Report No. 86-11 -107. As requested, we have reviewed the above referenced Geotechnical reports as they relate to the proposed residential complex to be located within the central portion of the PGA West development in the City of La Quinta, California. In addition, we have visited the site to observe the present conditions. The subject site is located just west of the PGA West Resort Clubhouse. The majority of the site has been previously. rough graded. Rough grading included overexcavation and. recompaction of the native surface soils along with the placement of engineered fill material to construct the building pads for the previously proposed hotel complex. Fill soils consisting primarily of native silty sands were obtained from the nearby golf course cut areas. Observations and the results of compaction tests performed during the previous rough grading are summarized in the referenced Report of Grading Observation and Testing. Based upon our review, it is our opinion that the recommendations included within the referenced reports remain applicable for the design and construction of the proposed residential structures. The structural values (including bearing pressures and lateral pressures) recommended within the referenced reports remain valid for the design of the residential structure foundations and the related site improvements. Pertinent 1997 UBC Seismic design criteria are included with this memo. 41 October 14, 2004 -2- Project No. 544 -4650 04 -10 -745 Because portions of the site have been previously rough graded, the remedial grading necessary at this time in previously graded areas should be minimal. In our opinion, the overexcavation performed during the initial rough grading has adequately addressed remedial grading criteria in most areas. Additional overexcavation will be required for the proposed building pads that extend beyond the previously established building pad areas. Overexcavation in these areas should be performed as recommended in the referenced Soil Engineering Report. The existing pad surfaces should be cleared of weeds and grass prior to grading. The exposed surface should be scarified, moisture conditioned and compacted to at least 90 percent relative compaction: Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Compaction should be verified by testing. We appreciate the opportunity to provide service to you on this project. If you have any questions regarding this letter or the referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEEI Brett L. Anders n Principal Engineer Letter /pc 2�OFFSSfONq O �, AND,,c ��� OZ Z 0. X45389 rn Exp.9180106 M �'T CIV1L �C�\P �FOFCNN�FO Copies: 4 /Crowne Pointe Partners, LLC Siadden Engineering r October 14, 2004 -3- Project No. 544 -4650 04 -10 -745 1997 UNIFORM BUILDING CODE SEISMIC DESIGN INFORMATION Recently the International Conference of Building Officials issued the 1997 Uniform Building .Code containing substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained in the code that will be relevant to construction of the proposed structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity, to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type (1997 UBC) San Andreas 13.5 km A San Jacinto 28.1 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Sladden Enzineerina Near- Source Near- Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor, NY Ca Cv San Andreas 1.0 1.06 0.44 Na 0.64 N„ San Jacinto 1.0 1.0 0.44 Na 0.64 N,, Sladden Enzineerina AMEWER Earth Systems Consultants Southern California August 1, 1997 KSL Recreation Corporation 56-140 PGA Boulevard La Quinta, California 92253 Project: Lots 33 -44 - Tract 28340 La Quinta, California AUG 5 m 1997 Subject: Soil Engineering Report Update 79 -811B Country Club Drive Bermuda Dunes, CA 92201 (760) 345 -1588 (800) 924 -7015 FAX (760) 345 -7315 ST- 6424 -P3 97-08 -702 Reference: Soil Engineering Report prepared by Buena Engineers, Inc. dated April 17, 1986, Report No. 86-04 -209, Job No. B- 14413 -P3. As requested, we reviewed the referenced report prepared by Buena Engineers, Inc., and have visited the project site to observe the present conditions for update purposes. The site soils consist primarily of silty fine grained sands and sandy clayey silts. The subject building pads were rough graded during.the initial site grading. Rough grading included overexcavation to a depth of approximately 5 feet. Previously removed native soils and fill materials obtained from the golf course areas were then placed and compacted to a minimum of 90 percent of maximum density. Provided that the proposed building footprints do not extend beyond the previous overexcavation limits, only clearing, prewatering the building envelopes, and fine grading should be necessary prior to construction, however, the lots have been scarified and are currently being prewatered. The structural values indicated in the referenced soil engineering report should be applicable for the design and construction of the proposed residential structure foundations. The geologic and seismic hazards outlined in the referenced report should be considered in design and construction. The structure- foundations should consist of conventional shallow spread footings and slabs on grade. There has been some previous problems with corrosion of concrete within the PGA West development. It is our understanding that the corrosion problems are typically related to the sulfate content of some of the native silts. As such, random samples of the on site soils were obtained and tested for soluble sulfate. The results of these tests were reported under separate cover. If there are any questions concerning this letter or the referenced report, please contact the undersigned. Respectfully submitted, EARTH _SYSTEMS CONSULTANTS Southern California I' CE3M Craig S. Hill, C. E. W. NMI �r crw� Letter/pc �rFOF Distribution: 2/KSL Recreation Corporation 2/MDS Consultants 1/BD File 1/VTA File � r � �' {7751 1 ���y� t SOIL ENGINEERING REPORT PGA WEST NICKLAUS -DYE COURSES IN THE CITY.OF LA QUINTA RIVERSIDE COUNTY, CALIFORNIA B- 14413 -P3 April 1986 D C W LE JAN '2 3 2006 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT I SOIL ENGINEERING REPORT PGA WEST NICKLAUS -DYE COURSES IN THE CITY.OF LA QUINTA RIVERSIDE COUNTY, CALIFORNIA B- 14413 -P3 April 1986 D C W LE JAN '2 3 2006 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT N En96neers,lnc. 1731 -A WALTER STREET • VENTURA, CALIFORNIA 93003 PHONE (805) 642 -6727 April 17, 1986 B- 14413 -P3 86 -4 -209. Landmark Land Company P. O. Box 1000 La Quinta, CA 92253 RE: Proposed Nicklaus -Dye Courses PGA West City of La Quinta, Riverside County, California Presented herewith is our Soil Engineering Report prepared for the proposed Nicklaus - Dye Courses at the `PGA West development located near Airport Boulevard and Madison Street in the City of La Quints, Riverside County, California. This report incorporates the tentative information supplied our office, and in accordance with the request, recommendations for general site development and foundation design are provided. This report completes our scope of services in .accordance with our agreement: Other services which may be required, such as plan review anO grading observation .are additional services and will be billed according to the Fee Schedule in effect at the time the services are provided. Please contact the undersigned if there are any questions concerning this report or the recommendations included herein. VIj 'Nrw.�s+r:hO: ' Respectfully submi .d, ���ri;;;l'.r. t •� BUENA ENGINEER ' IN a ! <, eviewed and Ap `J 966 � 4 Richard M. Beard CE 24552 a a d E. Bra Exp. 3/31/87 Soil Engineer Exp. 12/31/89 ' Engineer RMB /JTD /ms .�- `slgT� FIV1 i o4�tQ' X -20 SER �l'f CIV\ tea , CA Copies: 8,- Landmark La T._OF _gA1.�r 2 - PS file 1 - VTA File VENTURA (805) 642.6727 BAKERSFIELD SANTA BARBARA (8051.127-5150 rani oap aoiq LANCASTER (805) 948.7538 PALM SPRINGS SAN LUIS OBISPO M.10% 970.01111 1011C\ CAA 0-40'7 4 ,: TABLE OF CONTENTS INTRODUCTION .......... .. ............. ......................0........ 1 SITESETTING ............................ ............................... 1 FIELD INVESTIGATION .. ............................... ................ 2 LABORATORY TESTING .................. ............................... 3 SOIL CONDITIONS ........................ ............................... 3 LIgUEFA CTIO N ............................................................ 4 SITE DEVELOPMENT AND GRADING ....... ............................... 7 Site Grading ........................................................ 7 STRUCTURE DESIGN ...................................................... 11 Foundations ......................................................... ........... ............................... .. ......... 11 Settlement Considerations .............................. 12 Frictional and Lateral Coefficients .................................... 12 w . Slabs -on -Grade ..................................................... 13 Slope Stability ..:..................... ............................... 13 Paving Sections ...................... ............................. 14 Additional Services ................... ............................... 15 LIMITATIONS AND UNIFORMITY OF CONDITIONS ........................... 16 APPENDIX A Summary of Test Results Table 29 -A APPENDIX B Standard Grading Specifications APPENDIX C Site Plan Depth of Water Plan Boring Logs Trench Logs April 17, 1986 -1- INTRODUCTION B- 14413 -P3 86 -4 -209 This report presents results of a Soil Engineering Study performed for the proposed Nicklaus -Dye, Courses at PGA Nest development in the City of La Quinta, Riverside f ; County, California. A. It is our understanding that the proposed development will include two eighteen hole golf courses and a complex of single family residences and condominiums. .No commercial or industrial buildings are involved. However, miscellaneous structures may include gatehouses and maintenance buildings. Construction types will probably include wood frame and stucco and masonry buildings. The exact foundation types or locations of the buildings are not known at this time. B. For single family residences and condominiums structural considerations for building column loads of up to 15 kips and a maximum wall loading of 1.5 kips per lineal foot were used to as a basis for the recommendations. C. For gatehouses and maintenance buildings structural consideration for column loads of up to 30 kips (dead plus live load) and a maximum wall loading of 3.0 kips per linear foot were used as a basis for recommendations. D. If these assumed loads are exceeded the soil engineer should be notified as the recommendations of this report may be affected. E. The scope of our work includes providing a field investigation, laboratory testing, grading and foundation recommendations, and.an evaluation liquefaction. SITE SETTING The site of the proposed development included in this report is bounded by Airport, Boulevard on the north, 58th Avenue -on the south, Lake Cahuilla on the west, . and _. Madison Street on the east, in the City of La Quinta, Riverside County, California. A. The site is vacant except for a house in the north serving as construction headquarters for the project. B. The site is flat and slopes gently to the southeast. Most of the area has been removed- from agricultural use and is covered by a growth, of weeds. The southwest portion is open desert. 1 April 17, 1986 -2- 8- 14413 -P3 86 -4 -209 C. There. does not appear to have been any previous grading. D. No utilities were observed, however, irrigation lines probably existed within the farmed areas. FIELD INVESTIGATION Exploratory borings were drilled and trenches excavated for observing the soil profile and obtaining samples for further analysis. A. Sixteen (16) borings were drilled and twenty -one (21) trenches were excavated for soil profiling and sampling, to a maximum depth of thirty -six (36) feet below the existing ground surface. The field work was conducted between March 5 and 21, 1986, using a CME 45 -B drilling rig and a backhoe. B. Samples were secured within the test borings with a two and one -half (2Y:) inch diameter ring sampler (ASTM D 3550, shoe similar to ASTM D- 1586). The samples were obtained by driving the. sampler with a 140 pound hammer, dropping 30 inches, in accordance with ASTM D 1586. C. Standard penetration tests were performed in accordance with ASTM D 1586. D. Moisture and density were measured at selected intervals in the backhoe pits in accordance with ASTM D 2922 -81 and ASTM D 3017 -78 Nuclear Density Test Procedure. E. Bulk samples of the soil types encountered were gathered from the auger .cuttings and from the spoil of the trench excavations for classification purposes. F. The .final logs represent our interpretation of the contents of the field logs, and the results of the laboratory observations and tests of the.field samples. The final logs are included in an appendix of this report.- The stratification lines represent the approximate boundaries between soil types and the transition may be gradual. April 17, 1986 -3- B- 14413 -P3 86 -4 -209 LABORATORY TESTING After a visual and tactile classification in the field, samples were returned to the laboratory, classifications were checked, and a testing program was established. i A. Samples were reviewed along with field logs to determine which would be further analyzed. Those chosen were considered representative of soils which would be exposed and /or used in grading and those deemed within building influence. B. In -situ moisture content and unit dry weights for the core samples were developed in accordance with ASTM D 2937. C. The relative strength characteristics of the subsurface soils were determined from the results of direct shear tests. Specimens were placed in contact with water at least 24 hours before testing, and were then sheared under normal loads ranging from 0.5 to 2.0 KSF. ' D. Settlement hydroconsolidation potential was evaluated from the results of consolidation tests performed in accordance with ASTM D 2435. E. Classification tests consisted of. Expansion Index (UBC Standard 29 -2), Maximum Density- Optimum Moisture (ASTM D 1557), and hydrometer analysis (California Test Method 203 and ASTM D 422). F. Refer to Appendix A for tabular and graphic representations of the test results. SOIL CONDITIONS As determined by the borings, site soils were found to consist primarily of fine sands and silts. A. The soils encountered were primarily slightly silty sands and slightly sandy silts. These soils were often highly interbedded and micaceous. B. Expansion tests indicate soils to be in the "very low" to "medium" expansion category in accordance with UBC Table 29 -C. The higher expansions were in silt layers found in limited layers in parts of the project. It is expected that after the completion of grading that expansion will be in the "very low" or "low" category as a result of blending. _} April 17, 1986 -4- B- 14413 -P3 86 -4 -209 C. In- general soils were loose throughout the depths investigated although firmer soils were encountered in some areas. Average degree of relative compaction was only about seventy -nine (79) percent in the upper five (5) feet of soil. Samples driving resistance was generally much higher at greater depth (except below the water table). D. In general bearing soils were compressible and in some cases susceptible to hydroconsolidation. E. Free water was found at a depth of nine (9) feet at the extreme southeast corner of, the project. On the west part water was not found to drill depths down to I thirty -six (36) feet. LIQUEFACTION A. Liquefaction is a phenomenon in which cohesionless soil loses strength during an earthquake. For a potential for liquefaction to exist, three principle conditions usually must be met: 1. Soil relative. density less than about 70 -75 percent. 2. The water table in the upper 50 feet of soils. 3. Soils poorly graded with a predominate grain size between 0.5 and 0.01 mm, and a uniformity coefficient less than about 10. Factors that eliminate the potential of liquefaction are: 1. A clay content (determined by grain size smaller than 0.005 mm) greater than 20 percent. 2. A soil being above the water table. 3. A relative density greater than 70 -75 percent. B. Based on the above conditions a potential for liquefaction exists in portions of the Nicklaus -Dye Courses. However, these conditions in themselves do not mean that liquefaction can occur. To further evaluate liquefaction potential cyclic mobility calculations were performed using the procedure of . Seed and Idriss (Ground Motions and Soil Liquefaction During Earthquakes, Earthquake e April 17, .1986 -5- B-14413-P3. 86 -4 -209 Engineering Research Institute, 1982) and as modified by a recent paper by Seed, et.al. (Journal of Geotechnical Engineering, ASCE, December 1985). In this empirical analysis soil strength based on in -situ testing is compared to stresses that will be induced by an earthquake. In our evaluation soil strength data based on our investigation and data gathered by Leighton and Associates at the site (Preliminary Geotechnical Investigation of Oak Tree West, 1983) were used. Earthquake parameters were taken from the Seismic Safety and Safety Elements Technical Report for Riverside County. Earthquake parameters were for Use Category D which considers 'a risk factor for residential construction based on a 50 -100 year recurrence interval. C. The evaluation shows that there is a potential for liquefaction. While exact subsidence cannot be predicted, based on guidelines presented by Lee and Albasia (Journal of the Geotechnical Engineering Division, ASCE, April 1974) subsidence could be as much as three to six (3 -6) inches in some areas. D. Hazards from liquefaction involve: 1. Loss of bearing for foundations. 2. Differential settlement. Loss of bearing results from liquefaction of soils immediately below footings and is rare. The water table must be in the upper few feet of soil for this to occur. Because water was encountered at depths no shallower than nine (9) feet and is expected to remain relatively static, and because building pads are expected tv be built above existing grades, loss of bearing is not considered a problem. Differential settlement can occur from localized venting of liquefied soil accompanied by areal settlement. Where venting does not occur, (ie., deep water table or intervening less permeable layers of soil) settlement is expected to be fairly uniform. Additionally, settlement is usually areal and fairly uniform when liquefaction occurs and with the water table deeper than 15 -20 feet. April 17, 1986 Ell B- 14413 -P3 86 -4 -209 Over most of the site the water table is deeper than *15 -20 feet. In addition, intervening silt layers, of lower permeability than that of the fine sands that are potentially liquefiable, should aide in blocking liquefied soils from venting at the ground surface. In general, these factors will lead to areal type subsidence. In areas where the water table is less than 15 -20 feet deep, venting is a higher potential and could result in differential subsidence. E. To mitigate the harmful effects of differential settlement the following are I recommended: 1. Support residences on a compacted mat of soil five (5) feet thick. W 2. Unitize foundations where the water table is less than twenty (20) feet deep (See depth to water plan in Appendix C). The compacted mat of soil will mitigate differential settlement problems where - the water table is deeper than fifteen to twenty (15 -20) feet and expected settlements should be fairly uniform. Where the water table is less than fifteen to twenty (15 -20) feet deep, venting where it to occur, should be blocked or diverted by the compacted mat, and in essence those pressures relieved by venting beyond the compacted mats.' However, differential settlements would be expected to be potentially more severe in these areas, although controlled by the compacted soil mats. This thickness of soil mat is the same as has been recommended in this area to mitigate the effects of hydroconsolidation potential. The unitized foundations should serve to further mitigate the harmful effects of differential settlement. They will also allow for releveling units that experience unacceptable differential settlement should this occur. Post - tensioned slabs and reinforced footings and slabs tied together are examples of unitized foundations. a April 17, 1986 -7- SITE DEVELOPMENT AND GRADING B- 14413 -P3 86 -4 -209 Prior to any earth moving operations, areas to be graded should be cleaned of vegetation and other deleterious materials. Appendix B, "Standard Grading Specifications" contains specific suggestions for removal and disposal of deleterious substances and, 'as such, forms a part of these Site Development and Grading Recommendations. Site Grading A. General - Grading 1. Consolidation tests and in -place densities show a varying potential for settlement and an adverse effect of adding moisture. The consolidation tests along with low in -situ densities indicate a susceptibility to settlement and in some areas hydr.oconsolidation. Therefore, recompaction of the bearing soils is recommended. In addition, there is a potential for differential settlement in areas where the water table is less than fifteen to twenty (15 -20) feet from liquefaction during an earthquake. 2. The intent of the grading recommendations that follow are to blend out silt lenses to mitigate the potential harmful effects of these silt lenses and to provide a mat of compacted soil to support the structures. These soil mats will .mitigate the effects of differential settlements resulting from soil liquefaction or other induced settlement 3. The existing ground surface should be initially prepared for grading by - removing vegetation, noncomplying fill or other incompetent material. No compacted fill should be placed unless the underlying soil has been observed by the soil engineer. Irrigation lines should be removed from building pad areas or the area of any structural fills. 4. Previously removed soils, once cleaned of rocks larger than eightU) inches in greatest dimension, and other deleterious material, may be placed in thin layers and mechanically compacted back to finish grade. 5. Fill and backfill should be compacted to a minimum of ninety (90) percent of maximum dry density obtainable by the ASTM D 1557 test method.. Specific requirements are included in Appendix B, "Standard Grading Specifications" and Chapter 70 of the Uniform Building Code. April 17, 1986 10 B- 14413 -P3 86 -4 -209 6. It is anticipated that during grading a loss of approximately two tenths of a foot due to stripping, and a shrinkage factor of fifteen. percent (15%) to twenty percent (220) for the upper five (5) feet of soil m4y be used for quantity calculations. This is based on compactive effort needed to produce an average degree of compaction of approximately 93 to 94 percent, and may vary depending on contractor methods. Subsidence is .estimated at between two - tenths to four - tenths of a foot. 7. Areas around the structures should be graded so that drainage is positive- and away from the structures. Gutters and down spouts should be used to convey water out of the foundation area. �. 8. It is recommended that the soil and foundation engineer be retained to provide soil engineering services during construction of the excavation and, foundation phases of the work. This is to observe compliance with the design concepts, specifications. and recommendations and to allow design changes in the event that subsurface conditions differ from these anticipated prior to start of construction. Golf Course 1. In the golf course areas, the areas to receive fill, after being cleared of organics and other foreign materials, should be scarified, moisture -__ conditioned and the surface compacted, using heavy vibrating equipment, to a minimum of eighty -five percent (85%) of maximum density. Pill. materials should be placed in thin layers, moistened to near optimum and then compacted to a minimum of ninety percent of maximum density. 2. In-cut areas the finished grade should be scarified moistened to near optimum and then compacted, using vibrating -equipment, to at least eighty -five percent (85%) of maximum density. 3 April 17, 1986 -9- B- 14413 -P3 86 -4 -209 C. One and Two Story Residential Structures (Wood frame and Stucco) 1. Areas to receive three feet or more fill should be prepared by over - excavating to a depth of -*} -three feet below original grade. The exposed surface should be compacted by means of heavy vibrating equipment so that the upper one foot is at a minimum of ninety (90) percent of maximum density. Alternately, this additional foot of soil may be removed and replaced as compacted fill. Fill material should then be placed in thin layers at near optimum moisture and compacted to a minimum of ninety percent of maximum density. 2. Areas that are to receive less than three feet of fill, and areas in cut, should be undercut to a depth of fnuz feet below finished gradQ The exposed surface should be compacted by means of heavy vibrating L 1 equipment so that the upper one foot is at a minimum of ninety (90) percent of maximum density. Alternately, this additional foot of soil may be fill. removed and replaced as compacted Fill material should then be placed in thin layers at near optimum moisture and compacted to a minimum of ninety percent of maximum density. 3, These grading requirements apply to building areas and at least five (5) - feet beyond building limits where the water table is deeper than twenty (20) feet and at least ten (10) feet beyond building limits where the water table is less than twenty (20) feet deep. D. Gatehouse Structures 1•. Soils within the gatehouse areas and at least five (S) feet beyond the gatehouse limits should be removed to a. minimum of three feet below present grade or four (4) feet below the bottom of the footings, whichever is lower. The exposed surface should be compacted by means of heavy vibrating equipment so that the upper one foot is at a minimum of ninety (90) percent of maximum density. Alternately, this additional foot of soil may be removed and replaced as compacted fill. Fill material may then be placed in thin layers at near optimum moisture and compacted to a minimum of ninety (90) percent of maximum density. April 17, 1986 -10- B- 14413 -P3 86 -4 -209 E. Maintenance Buildings 1. Maintenance structures are assumed to be of light weight metal or wood frame and stucco construction. 2. Grading should be in accordance with the recommendations for one story residential structures. F. Swimming Pools and Spas 1. Where swimming pools and spas are bottomed below the depth of compaction it is recommended that the pool and spa excavation be deepened two additional feet.. The exposed surface should be scarified, moisture conditioned and be recompacted. Previously removed soils may then be recompacted up to the bottom of the pool or spa. G. Streets 1. During rough grading streets should be provided with two (2) feet of subgrade compacted to ninety (90) percent of maximum density. Final preparation of subgrade prior to placing base will require compacting the upper one (1) foot of subgrade to ninety -five (95) percent of maximum density. H. Miscellaneous Structures 1. Preparing the areas for miscellaneous.structures such as foot bridges, block walls, entrance posts, sign foundations etc., shall require compaction as noted for single story structures. April 17, 1986 -11- STRUCTURE DESIGN B- 14413 -P3 86 -4 -209 A. Foundations Conventional continuous footings and /or isolated pad footings may be used for support of structures. 1. All pad and continuous footings or load bearing grade beams should be founded on firm compacted soil as recommended elsewhere in this report. 2. A minimum footing depth of twelve inches (12 ") below lowest adjacent finish grade should be maintained for one story structures and eighteen (18) inches below lowest adjacent grade should be maintained for two story structures. Actual depths should be based on expansion indicies determined at the conclusion of rough .grading. It is anticipated that grading will result in soils in the "very low" or "low" expansion ranges. 3. Table 29 -A gives specific recommendations for . width, . depth and reinforcing. Other structural consideration may be more stringent and would govern in any case. The recommendations of Table 29 -A can be applied where the water table is deeper than twenty (20) feet. Where the water I table is less than twenty (20) feet deep unitized foundations are recommended. Please refer to the sections on liquefaction. Unitized foundation requirements can' be developed in conjunction with the structural engineer. 4. Continuous foundations satisfying the above conditions may be designed for the following values assuming a twelve (12) inch deep one (1) foot wide footing: G 11300 psf, for dead plus reasonable live load. 730 psf when wind and seismic forces are included. 5. Pad foundations satisfying the above conditions may be designed for the following values assuming a three by three (3 x 3) foot by eighteen (18) inch deep footing: 1800 psf for dead plus reasonable live load. 2400 psf when wind and seismic forces are included. 0 April 17, 1986 -12- B- 14413 -P3 86 -4 -209 6. The above dead plus live load value may be increased by 150 psf for each additional six (6) inches of depth and by 100 psf for each additional foot of width. Maximum bearing capacity should not exceed 2000 psf without approval of the soil engineer. 7. Allowable bearing values for dead plus live loads may be increased by one- third when wind and seismic forces are included. 8. Lateral loads may be resisted by soil friction on floor slabs and foundations and by passive resistance of the soils acting on foundation stem walls. Lateral capacity is based partially on the assumption that any required backfill adjacent to foundations and grade beams is properly compacted. 9. Foundation excavations should be visually observed by the soil engineer during excavation and prior to placement of reinforcing steel or concrete. Local variations in conditions may warrant deepening of footings. 10. Allowable bearing values are net (weight of footing and soil surcharge may be neglected) and are applicable for dead plus reasonable live loads. Settlement Considerations 1. Expected maximum settlement of less than one (1) inch is anticipated for foundations and floor slabs designed and placed on recompacted soil as recommended. 2. Differential settlement between adjacent load bearing members is anticipated to be less than one-half (y2) inch. 3. The majority of anticipated settlements should occur during. construction with post construction settlement being minimal. C. Frictional and Lateral Coefficients 1. Resistance to lateral loading may be . provided by friction acting on the base of foundations. A coefficient of friction of 0.40 may be applied to dead load forces. 2. Passive resistance acting on the sides of foundation stems (265 pcf, equivalent fluid weight), may be included for resistance to lateral load. 3. A one -third (1/3) increase in the quoted passive value may be used for wind or seismic loads. B. -12- B- 14413 -P3 86 -4 -209 6. The above dead plus live load value may be increased by 150 psf for each additional six (6) inches of depth and by 100 psf for each additional foot of width. Maximum bearing capacity should not exceed 2000 psf without approval of the soil engineer. 7. Allowable bearing values for dead plus live loads may be increased by one- third when wind and seismic forces are included. 8. Lateral loads may be resisted by soil friction on floor slabs and foundations and by passive resistance of the soils acting on foundation stem walls. Lateral capacity is based partially on the assumption that any required backfill adjacent to foundations and grade beams is properly compacted. 9. Foundation excavations should be visually observed by the soil engineer during excavation and prior to placement of reinforcing steel or concrete. Local variations in conditions may warrant deepening of footings. 10. Allowable bearing values are net (weight of footing and soil surcharge may be neglected) and are applicable for dead plus reasonable live loads. Settlement Considerations 1. Expected maximum settlement of less than one (1) inch is anticipated for foundations and floor slabs designed and placed on recompacted soil as recommended. 2. Differential settlement between adjacent load bearing members is anticipated to be less than one-half (y2) inch. 3. The majority of anticipated settlements should occur during. construction with post construction settlement being minimal. C. Frictional and Lateral Coefficients 1. Resistance to lateral loading may be . provided by friction acting on the base of foundations. A coefficient of friction of 0.40 may be applied to dead load forces. 2. Passive resistance acting on the sides of foundation stems (265 pcf, equivalent fluid weight), may be included for resistance to lateral load. 3. A one -third (1/3) increase in the quoted passive value may be used for wind or seismic loads. April 17, 1986 -13- B- 14413 -P3 86 -4 -209 4. When passive resistance of* soils against grade beams and the frictional resistance between the floor slabs and the supporting soils are combined, the friction factor should be reduced to 0.26 of dead load forces. 5. For cantilever retaining walls backfilled with compacted native soil, a pressure of an equivalent fluid weighing 38 pcf may be used for well drained, level backf ill conditions, plus the effect of any surcharge loads. D. Slabs -on -Grade 1. Concrete slabs -on -grade should be supported by firm compacted soil placed in accordance with applicable sections of this report. 2. Slabs on grade should be reinforced with 6X6 No.10 /No.10 welded wire fabric. 3. It is recommended that perimeter slabs (sidewalks, patios, etc.) be designed relatively independent of footing stems (free floating) so settlement and /or expansion should not cause cracking. 4. Slabs should be underlaid with an appropriate vapor barrier in areas where floor wetness would be undesirable. The membrane should be covered with two inches of sand to protect it during construction. The sand should be lightly moistened just prior to placing the concrete. 5. Where expansion is determined to be in the "low" category or higher, four (4) inches of sand will be required under slabs. E. Slope Stability 1.. Fill -slopes-may be- constructed to the following maximum heights for the stated slope angle. These angles were developed using Singh's charts as presented in the November .1970, Journal of the Soil Mechanics and Foundations Division of the °ASCE using a factor safety of 1.5. Slope Angle Maximum Height 1 -1/2 :1 10' 1 -3/4:1 14' 2:1 20' Slope heights are primarily limited by the lack of cohesion in the soil. Because of the lack of cohesion slopes will be highly erodible and will require periodic maintenance or protective ground covers. 0 _ April 171 1986 -14- B- 14413 -P3 86 -4 -209 F. Paving Sections The . following paving sections are based on "R" values (R =40) measured on samples of subgrade soils sampled in the southern portions of the existing PGA project. Final paving sections should be based on "R" values measured on actual subgrade soils sampled at the end of rough grading and the actual paving section may be less or more than those listed below. Arterial Streets TI =7 "R" =40 13 inches AC on 9 inches Class II Base or 2 1/2 inches AC on 10 inches Class II Base Collector Streets TI =6 "R " =40 Use 3 inches AC on 6.5 inches Class II Base or 2 1/2 inches AC on 7.5 Inches Class II Base Residential Streets TI =5.5 "R" =40 Use 3 inches AC over 5 inches Class II Base Use 2 1/2 inches AC over 6.5 inches Class II Base TI =5 "R " =40 Use 3 inches AC on 4 inches Class II Base Use 2 1/2 inches AC on 5 inches Class II Base Drives subjected to light truck traffic (trash trucks, delivery trucks) TI =.5 "R" =40 Use 2 1/2 inches AC on 5 inches Class II Base Use 3 inches AC on 4 inches Class II Base Parking Areas TI =4 "R" =40 Use 2 1/2 inches AC on 3 inches Class II Base Use 2 inches AC on 4 inches Class II Base April 17, 1986 -15- B- 14413 -P3. 86- 4-209 G. Additional Services This report is based on the assumption that an adequate program of monitoring and testing will be performed during construction to . check construction compliance with these recommendations. These tests would be additional services provided by our firm. The costs of these services are not included in our present fee arrangements. The recommended tests and observations include, but are not necessarily limited to the following: 1. Observation and_ testing during site preparation, grading and placement of engineered fill. 2. Consultation as required during construction. April 17, 1986 -16- LIMITATIONS AND UNIFORMITY OF CONDITIONS B- 14413 -P3 86 -4 -209 The.analysis and recommendations submitted in this report are based in part upon the data obtained from the sixteen (16) borings drilled and twenty -one (21) trenches excavated on this site, work on the adjacent Stadium and Palmer Courses at PGA West, and on experience and judgement. The nature and extent of variations between the borings may not become evident until construction. If variations- then appear evident, it will be necessary to reevaluate the recommendations of this report. Fincjings of this report are valid as of this date; however, changes in conditions of a property can occur with passage of time whether they be due to natural processes or works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards occur whether they result from legislation or broadening of knowledge. Accordingly, findings of this report may be invalidated wholly or partially u by changes outside our control. Therefore, this report is subject to review and should note relied upon after a period of one year. In the event that any changes in the nature, design or location of the development or buildings are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of this report modified or verified in writing. This report is issued with the understanding that it is the responsibility of the owner, or of his representative to insure that the information and recommendations contained herein are called to the attention of the architect and engineers for the project and incorporated into the plan and that the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. The soil engineer has prepared this report for the exclusive use of the client and authorized agents. This report has been prepared in accordance with generally accepted soil and foundation engineering practices. No other warranties either expressed or implied are made as to the professional advice provided under the terms of this agreerpent, and included in the report. April 17, 1986 -17- B- 14413 -P3 86 -4 -249 It is recommended that the soil engineer be provided the opportunity for a general review of final design and specifications in order that earthwork and foundation recommendations may be properly interpreted and implemented in the design and specifications. (If the soil engineer is not accorded the privilege of making this recommended review, he can assume no responsibility for misinterpretation of his recommendations:) END OF TEXT Appendices APPENDIX A Summary of Test Results Table 29 -A 1 BORING /DEPTH 1 @1' -3' 1 @10' 1 @19' 1 @23' 1 @25' -30' 5@0' -1' 7@20' USCS ML SP /SM SM SM ML ML SM SOIL DESIGNATION B1 Al A2 A2 B2 B4 A3 MAX. DEN. (pcf) 108.2 118.8 108.7 109.2 116.4 119.5 123.2 ,- OPT. MOIS. (S5) 15 9.7 14 12.9 13.8 11.0 10.4 i ANG. OF INT. FRIC. 26.8 31.5' -- -- 22.6 27.5 -- COHESION (psf) 189 73 -- -- 334 182 - -, EXPANSION INDEX 60 0 -- -- 32 36 -- GRAIN SIZE DISTRIBUTION (96) Coarse 0.3 0 0 -- 0 0 3.0 Sand 15.7 87.0 54 -- 42.5 26.7 73.5 Silt 73.7 13.0 44 -- 49.5 60.5 20.5 Clay 10.3. 0. 2.0 -- 8.0 12.8 1.0 Non Plastic Non Plastic SOIL DESCRIPTION - Bl: Brown grey to light grey clayey very fine sandy silt with traces of gravels (ML) B2: Brown clayey very fine sandy silt (ML) B3c Brown sandy clayey'silt (ML /CL) B4: Light brown clayey very sandy silt (ML) A1: Light brown to grey very fine to fine sand (SP /SM) A2: Brown to light brown silty very fine grained sand (SM) A3: Brown silty very fine to coarse sand (SM) A4: Brown clayey silty very fine sand (SC) C 1: Dark brown silty clay (CL) . A IN -PLACE DENSITIES RELATIVE BORING do DEPTH DRY DENSITY % MOISTURE COMPACTION 1 @ 1.0 77.4 13.8 72 3.0 65.3 14.5 .60 5.0 76.3 33.5 71 10.0 100.2 1.9 84 15.0 106.2 2.2, 89 20.0 96.5 5.7 88 25.0 82.7 4.4 76 30.0 108.0 9.8 93 35.0 84.0 37.2 -- 2 @ 1.0 83.9 11.9 78 3.0 80.8 8.9 75 5.0 81.9 3.0 69 I 10.0 102.9 2.6 87 15.0 99.7 3.2 84 3 @ 1.0 89.4 1.8 75 3.0 91.5 3.0 77 5.0 95.7 3.4 81 10.0 88.9 33.3 -- 15.0 83.4 40.3 -- 20.0 91.9 31.6 -- 4 @ 1.0 92.5 0.7 78 3.0 96.0 3.2 81 5.0 90.4 6.2 83 15.0 105.3 5.6 97 20.0 107.9 20.8 -- 5 @ 1.0 86.2 3.3 72 3.0 93.7 1.3 79 5.0 98.4 1.9 83 10.0 102.5 3.0 86 15.0 100.7 4.6 85 6 @ 1.0 -- 1.4 -- 5.0 97.2 '3.7 89 10.0 85.7 19.2 79 15.0 -- 8.6 -- 7 @ 1.0 73.2. 4.5 -- 3.0 86.0 5.2 -- 5.0 86.8 4.9 -- 10.0 98.5 2.8 83 15.0 94.3 3.8 87 20.0 113.6 2.6 .92 25.0 86.9 16.6 73 35.0 101.2 24.2 -- BORING 8t DEPTH 8 @ 1.0 % MOISTURE 3.0 7.9 5.0 8.3 10.0 7.5 15.0 9 @ 1.0 2.7 3.0 6.0 5.0 5.0 10.0 2.5 .15.0 10 @ 1.0 2.8 3.0 2.0 5.0 2.1 10.0 1.5 15.0 11 @ 1.0 6.0 3.0 11.7 5.0 4.3 10.0 2.2 15.0 2.0 20.0 6.8 25.0 5.0 30.0 12 @ 1.0 24.7 3.0 3.1 5.0 4.0 10.0 3.8 20.0 13 @ 1.0 37.7 5.0 29.4 10.0 31.6 15.0 20.0 20.0 22.7 30.0 14 @ 1.0 23.2 3.0 7.5 5.0 28.7 10.0- 6.3 15.0 IN -PLACE DENSITIES DRY DENSITY 79.5 64.4 76.9 105.9 97.9 73.7 78.0 93.3 106.0 106.2 99.3 104.1 104.0 93.0 95.6 1.05.3 88.9 104.0 85.2 102.8 98.0 93.4 96.4 96.9 94.6 87.6 90.8 92.7 105.7 102.1 105.7 102.0 89.6 95.4 92.1 RELATIVE % MOISTURE COMPACTION 7.9 67 8.3 54 7.5 64 2.1 89 2.7 82 6.0 -- 5.0 -- 2.5 86 2.8 89 2.8 89 2.0 84 2.1 88 1.5 88 3.3 -- 6.0 85 11.7 88 4.3 89 2.2 75 2.0 88 6.8 79 5.0 94 18.6 91 24.7 -- 3.1 86 4.0 88 3.8 89 29.7 79 37.7 75 29.4 84 31.6 80 20.0 -- 22.7 89 21.5 86 23.2 89 7.5 93 28.7 77 6.3 86 22.7 -- 32.1 79 IN -PLACE DENSITIES BORING bt DEPTH DRY DENSITY % MOISTURE COMP AC ION 15 @ 1..0 91.0 10.4 83 3.0 88.4 18.1 82 5.0 -- 29.0 10.0 98.5 23.9 82 15.0 -- 22.1 -- 16 @ 10.0 -- 27.6 TRENCH do DEPTH DRY DENSITY % MOISTURE RELATIVE COMPACTION 1 @ 1.0 89.9 4.2 83 3.0 83.0 7.5 70 5.0. 79.4 11.7 73 4 @ 1.0 85.7 6.5 79 3.0 88.8 4.7 5.0 .97.1 4.3 82 7@ 1.0 86.8 9.9 3.0 96.1 3.4 81 5.0. 93.7.. 5.0 79 10 @ 1.0 90.7 2.5 83 3.0 85.3 4.3 78 5.0 94.0 4.9 79 13 @ 1.0 88.6 6.9 75 3.0 83.9 11.7 7f 5.0 88.5 2.5 -- 16 @ 1.0 91.5 8.3 77 3.0 88.3 17.0 5.0 92.7 4.6 79 19 @ .1.0 97.3 15.1 84 3.0 87.4 25.0 5.0 87.7 31.0 __ TABLE- NO. 29 -A • MINIMUM FOUNDATION REQUIREMENTS. (1) ) ove 130 I 'y High Special Design by Licensed Engineer /Architect *Refer'to next oage for footnotes. (1) throueh (10) Footings for Slab & Raised Floor Systems (2) (5) •(10) Concrete Slabs - 3S'2" Minimum _ y Thickness v All Peri- Interior• foot- Reinforce- y meter meter ings for slab ment for Premoistening eighted .L -x s Foe rings and raised continuous control for soils Piers under <pansion ° -u (6) floors (6) footings Reinforce- Total under footings, raised floors dex , t-- c c tc (3) (8) ment (4) thickness piers and slabs .0 E o o Depth below natural of sand (5) (6) Z n 0 0 surface of ground and finish grade INCHES 20 1 6 12 6 12 12 None 6x6- Moistening of Piers allowed :ry Low 2 8 15 7 18 18 Required 10/10 ground prior to for single on -Ex- 3 10 18 8 24 24 WWF 2" placing concrete floor loads nsive) recommended only 1 6 12 6 15 12 120% of optimum 2 8 15 7 18. 1.8 - moisture content Piers allowed. -50 3 10 18 8 24 24 144 top 6x6- to a depth of for single .w and bottom 10/10 4" 21" below lowest floor loads WWF ' adjacent grade. only Testing Required 1 6 12 6 21 12 144 top 6x6- 130% of optimum 2. 8 12 8 21 18 and bottom 6/6 WWF_ moisture content -90 3 10 15 8 24 24. or 773 to .a depth of 27" piers not :dium @ 24" e.w. 4" below lowest allowed adjacent grade. ars @ 24" in ext_ footing and bent .3' into slab (9) Testing Required 1 6 12 6 27 12 145 top 6x6- 1407, of optimum 2 8 12 8 27 IS and bottom 6/6 WWF moisture content -130 3 10 15 8 27 24 or 773 to a depth of 33" Piers not ;h 24" e.w. 4" below lowest allowed adjacent grade. bars 24" in ext. footing and bent 3' into slab (9) -Testing Required ove 130 I 'y High Special Design by Licensed Engineer /Architect *Refer'to next oage for footnotes. (1) throueh (10) FOOTNOTES TO TABLE 29 -A 1. Premoistening is required where specified in Table 29 -A in order to achieve maximum and uniform expansion of soils prior to construction and thus limit structural distress caused by uneven expansion and shrinkage. Other systems which do not include premoistening may be approved by the Building Official when such alternatives are shown to provide equivalent safeguards against adverse effects of expansive soils. 2. Underfloor access crawl holes shall be provided with curbs extending not less than six (6) inches, above adjacent grade to prevent surface water from entering the foundation area. 3. Reinforcement for continuous foundations shall be placed not less than 3" above the bottom of the footing and. not less than 3" below the top of the stem. 4. Reinforcement shall be placed at mid -depth of slab. 5. After premoistening, the specified moisture content of soils shall , be maintained until concrete is placed. Required moisture content shall be verified by an approved testing laboratory not more than 24 hours prior to placement of concrete. 6. Crawl spaces under raised floors need not be premoistened except under interior footings. Interior footings which are not enclosed by a continuous perimeter foundation system or equivalent concrete or masonry moisture barrier complying with Section •UBC 2907 (b) in this ordinance shall be designed and constructed as specified for perimeter footings in Table 29 -A: 7. A grade beam not less than 12" x 12" in cross section, reinforced as specified 'for continuous, foundations in Table 29 -A, shall be provided at garage door openings. 8. Foundation stem walls which exceed a height of 3 times the stem thickness above lowest adjacent grade shall be reinforced in accordance with Sections 2418 and 2614 in the UBC or as required by engineering design, whichever is more restrictive. 9. Bent reinforcing bars between exterior footing and slab shall be omitted when' floor is designed as an independent, "floating" slab. .10. Fireplace footings shall be reinforced with a horizonal grid located 3" above the bottom of the footing and consisting of not less than No. 4 bars at 12" on center each way. Vertical chimney reinforcing bars shall be hooked under the grid. .I F- 0 0 LL u Ofl . 3 ci a 118 z Z 116 r r- ?� 114 112 mOI16TURE- CONTSHT-19 votcra -mT QF DftY WRIGNT 6 8 10 12 14 MraTHOD OF-COMPACTION. ASTM D- 1557 -78, Method A or C T.OIL TYP* MAXIMUM C*NSITY OPTIMUM Iv"OMTUitE SP /SM(A1) 118.8 pcf 9.7 % (1 @ 10 -15') MAXIMUM DZI46ITY-OPTIMUM MOISTUM CURVES BUENA. EWWNEERS INC. M016T.URGE CONTENT IW Pram rrNT OF DZY WGIGKT F- 0 0 LL V cfl a 110 . z t� ? 108 } F z 8 106 ME 104 10 12 14 '16 18 M&TINOD OFCOMPA 710N. ASTM D- 1557 -78, Method A or C toil. TYP6r MAXIMUM C*NSITY 2PTIMUM MOISTURE SM(A2) 108.7 pcf 14 (1 @ 19 -23') I MAXIMUM DriNSITY- OPTIMUM MOISTUZe CURVES BUENA ENGINEERS INC. W: h 0 0 LL U �1. 3 bf a z a z 110 } 1- z 8 }. 108 9 MOISTUREw CONTENT IN Pfli1Crar1dT OF DRY WSIQWT 106 l 10 12 14 16 M&TI400 OP COMPACTION. ASTM D- 1557 -78, Method A or C SO IL_ TYPr- MAXImum C*NSITY OPTIMUM MOISTURE SM(A2) 109..2 pcf 12.9 (1 @ 23 -281) MAXIMUM MNSITY a OPTIMUM MOISTUM CURVES ' I 1 BUENA EN{;INEERS INC. MOISTURE CONTENT 114 P'QZt4PJT OF DRY W51OWT F- _ LL u Oi d4 108. �.l z Z 106 h d1 x 104 102 10 12 14 16 MET1400 OP COMPACTION. ASTM D- 1557 -78, Method A or C - &OIL TYPr MAXIMUM C*NSITY OPTIMUM -MOISTURE. B1(ML) 108.2 pcf 15 (1 @ 1 -3') MAXIMUM DriN&ITY - OPTIMUM MOISTUM CURVES BUENA ENGINEERS INC. MOISTURE CONTI"aNT IN PlatGCrHT OF DZY WSIQWT F, 00 118 LL u Ol a 116 x Y 114 r x 112 110 l 1 I 1 I 10 12 14. 16 18 MraTI400 OF COMPACTION. ASTM D- 1557 -78, Method A or C SOIL r'(PCr MAXIMUM MNSITY OPTIMUM MOISTUQE ML(B2) 116.4 pcf 13.8 (1 @ 27 -301) MAXIMUM DZN%ITY - OPTIMUM MOISTULPE CURVES BUENA ENGINEERS INC. MOISTURE CONTONT 114 PCCCrwNT OI+ D$Y WZIGWT Z 118 h Z >* 116 0 114 .� l 8 10 12 14 METHOD OPCOMPACTION. ASTM D-1557-78, Method A or C MOIL TYPIir — MAXIMUM O"wNSITY QPTIMUM MOISTURE B4(ML) 119.5 pcf 11.0 % (5 @ 0 -1') M^XIMUM DZNSiTY — OPTIMUM MOISTURE CUQVI!S BUENA ENGINEERS INC. F- 0 O LL u FD Oi IU a z Z 118 h Z >* 116 0 114 .� l 8 10 12 14 METHOD OPCOMPACTION. ASTM D-1557-78, Method A or C MOIL TYPIir — MAXIMUM O"wNSITY QPTIMUM MOISTURE B4(ML) 119.5 pcf 11.0 % (5 @ 0 -1') M^XIMUM DZNSiTY — OPTIMUM MOISTURE CUQVI!S BUENA ENGINEERS INC. i MOISTURE CONTENT Its KILUrNT OF DI;Y WEIG14T 0 0 LL u Oi IIJ LL ' Z 124 F- Z } 122 120 8 10 12 14 MATHOD OFCOMPACTION. ASTM D-1557 -78, Method A or C -to IL._TY -P_ -fr - 4PTIM.UM M0ISTURE Srf(A3) 123.2 pcf 10.4 (7 @ 20 -231) MAXIMUM DENSITY - OPTIMUM MOISTUM CURVE BUENA -ENGINEERS INi. "CMAL LOAD IN KIPS PI-R. SQUAP.E FOOT 0 0.5 1.0 1.5 2.0 IS &0 ato S 3.0 LL 9b et 7 d 2.5 oe' L Y 2.0 2 A (9 z R R•5— Samples Remolded To 90% of Maximum Density DI@L6G? t."ISAR DA`N! Soil Friction Angle Cohesion B1; 1 @ 10 -15' 31.50 73 psf Al; 1 @ 1 -3' 26.80 189 psf. r■ BUENA ENGINfERS INC i 0 4-.0 r 3.5 ti LO&D 114 KIPG PaR CQUt.Q-C- FOOT 0.5 LL ►.5 tJ Z.0 Or at 2.0 0 LI 1.5 O dc 1.0 C(•5 0 ... '. 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OEM III ell i ■ 1111111 1�M 1111iow , , i■■ 11 111moll 1 �1 11 ■ ■L�11111■■■ � 11111x■ 111x■■® 11 IN ■MM1111 ■■a ■11111■■■ 11111m■■m i■■i11 11 X1111 1111i■■� \111111 ■ ■�11111� ■ ■� i■ ■11 11 ■111 1 IIIIi ■ ■���1111� ■ ■�11111� ■■� �■■■■ 111 ■ 1111111■ ■�1111i■e� ►1111i■1■�1111111■■1� :, ,■■■■■ li■� �■■ 11 111 ■■11111111■■�I11 111 ■■Ia1111o■■ 1■■�■�1i:1�i■1■s11111�■■1■■., Ill�•i�■I�I1111■■■■■ 11 11 11� ■ ■1111■■■ 11111`�■�11111�■■� 1, 11 1 1 1 1 1 1 1 1 111 1 .1 1 ftlKt PGA West GRADATION CURVES� 1 ENG 1 MAY E! 2487 441 •1, 1' 11e ■ ■■■Ilillie ■i■1■■�IIYIi1 il■L�ii �]li ■Ei■ii11111NIN ■�11111NI ■ ■�' ■■m11111■■■m11111■ 1 441 •1, 1' 11e ■ ■■■Ilillie ■i■1■■�IIYIi1 il■L�ii �]li ■Ei■ii11111NIN ■�11111NI ■ ■�' ■■m11111■■■m11111■ Emil 11 \■ ■11111 ■■ ■11111 ■ ■ ■� , ■■■■ 1111�NIN■ �IIIIINI ■ ■�11111NI� ■�11111NIN ■0i1111NINEa :1 11■■■■ 11111NI ■■�11111■■■�11111■��■■11111■■ ■11111■■ ■� ■e�I1111NI■ ■■ 1111■■■■■ 11111 ■�,�■■11111■■1■■■11111■■e■■ / 0 e1M111111■ I111NI■■ =11111 ■■LNmI1111NI■■m1111iN■■m r ■■■■1 11 ■ ■�11111NI ■■x1111mimmillilimmmilli 1■■■ 1M■ , E■■ ■ =IIIIINI 1 11 ■■'1I111N■■�IIIIINI ■Mil ■■ 11111 ■ ■ ■► .mililIE =11111 ■ ■ ■ ■m11111 ■ =llilie ■ ■ ■ ■11110 ■m , E■■mIIIIINI 11111101 1 NINE uMINE e 1m11111■■■m11111■■■� .. , ■■■■111111 ■NIll 1NI ■ IIIIINI■e��111111NIN ■■ell11N■e■1 ■■■x11111 =11 1NI ■ 11111■■■am 11111■■■m11 MINE RON e �■e , , ■■■1111 ■■ ■�11111NI ■■�11111■■e■■ NI■e■NI 11u 11111 ee��11111NIN■■■I1111■■NINI■■ ■■■■■ ■■■ 1111 1111 ■ 1■■11111 ■■ 1111NI■■���1111NI■■�11111EN■�:, 111 1■�■ ®,1111■■■�11111■■■1■ 1 111E IM 1111 111 11110,111 ■■■ 1111 ■■ ■ ■�IIIINI 111 INI■e�lta��� ■ ■�I1i13��■ ■■�IIIIIN■E�., 11111 ■N ■� 11 ■�■e 1111 1111 ■■III IIE ■ ■�IIIIINIii�11111 ■ ■■O 11 11 1 1 1 1 11 11 111 111 1 projKt PGA West ■ Area GRADATION CURVES Date FORM ENG 1 MAY ea 2087 " ■ ■ ■■■Iilili■ i■■■�IIYIiI ■1■iiilii ii�+��l■■IIIii11 ■■ ■11111 ■ ■ ■�' ., ■ ■ ■�IIIII■ ■�IIIII■ ■1111 ■ ■ ■�IIIII ■ ■ ■�IIIII ■ ■ ■� , � ■■ 111 ■ ■ ■I�11111 ■ ■ ■� 111 ■ ■��IIIII ■■ ■11111 ■ ■ ■� :, ■ ■1■ 111 ■■ ■11111 ■ ■ ■� 111 ■■ ■11111 ■ ■ ■�l1111 ■ ■ ®� , ■■ ■11111■ ■� 1111 ■ ■ ■�IIII ■■ ■[°711111 ■■ ■11111 ■ ■ ■� ■■ ■11111■ ■� 1111 ■ ■ ■�Iil ■ ■ ■�► \11111 ■■ ■11111 ■ ■ ■� ■■ ■11111 ■■ X11111 ■■■11111■ �f 1111 ■■ ■11111 ■ ■ ■� , ■ ■ ■�IIIII ■■ �IIIII ■■ ■11111■ �1�f11 ■■ ■11111 ■ ■ ■� ., ■ s■■ EIJI � ■■1■1111 , . ONE, 1�,.�■■■�! 111■ ■■■■■ ,■ ■■■■■■11111 ■■ 1 ■ r111■■■1� ■ ■■11111 ■1■■■ 1 ■■II off 111 ■ 1immill mom 11111■■■�1111� 1 ■ ■■■lIr11■■ �■■i■■ 1111■■■■■■.. !1111■■■■ ■ ■0 IIII 1 11 1 1 ■011 1111 i ■■■11111 ■ ■OIIIII ■r\ ■ ■ ■OIIIII !1111 ■ ■ ■ ■ ■� ■� , ■ ■■■ ■ ■� 1111 111 ■ ■� 1 1111 ■ ■�IIIII 1111 ■ ■■■�IIi11 ■ ■�ll111 ■ ■ ■ ■ ■ ■�.111 ►. r 1111 ■ ■ ■ ■ ■�:, ■� ■■■ 111 ■e 1111 ■ ■a11111■m11111■■■miillimnm ■■ ■■■ 1111 1111 ■■■ 1111 ■■■ 11111 BIENNIUM /, ■■■ 1111 1111 ■■ ■�1111■■i■ !1111 ■■■■lllie■■■i■■ F. . , GRADATION ENG MAY ca 2087 APPENDIX B Standard Grading Specifications B 1 STANDARD GRADING SPECIFICATIONS PROJECT: PROPOSED NICKLAUS -DYE COURSES, PGA WEST CLIENT: LANDMARK LAND COMPANY 1. These Standard Grading Specifications have been prepared for the exclusive use of our client for specific application to referenced project in accordance with generally accepted soil and foundation engineering practices. No other warranty., expressed or implied, is made. 2. Buena Engineers, Inc., referred to as the soil engineer, should be retained to provide continuous soil engineering services during construction of the grading,. excavation and foundation phases of the work. This is to observe 'compliance with the design concepts, specifications or recommendations and to allow design changes in the event that subsurface conditions differ from that anticipated prior to start of construction. 3. The presence of our field representative will be for the purpose of providing observation and f ield testing. Our work does not include supervision or direction of the actual work of the contractor, his employees or agents. The contractor for this project should be so advised. The contractor. should also be informed that neither the presence of our field representative nor the observation and testing by our firm shall excuse him in any way from defects discovered. in his work. It is understood that our firm will not be responsible for job or site safety on this- project. Job and site safety will be the sole responsibility of the contractor. 4. If, the contractor encounters subsurface conditions at the site that .(a) are materially different from those indicated in the contract plans or in specifications, or (b) could not have been reasonably anticipated as inherent in the work of the character provided in the contract, the contractor shall immediately notify the owner verbally and in writing within 24 hours.. This notification shall be a condition precedent before any negotiations for "changed or diffeiring site conditions" can proceed. If the owner determines that B-2 conditions do materially so differ and cause an increase or decrease in the contractor's cost of, or the time required for, performance of any part of the. work under this contract, then negotiations shall commence between owner and contractor to provide equitable adjustment to owner or contractor resulting therefrom. 5. Whenever the words "supervision", "inspection ", or "control" appear they shall mean periodic observation of the work•and the taking of soil tests as deemed necessary by the soil engineer for substantial compliance with plans, specifications and design concepts. 6. These specifications shall be integrated with the Soil Engineering Report of which they are a part. Should conflicting statements be found between these standard specifications and the itemized recommendations contained in the main body of the soil report, the latter shall govern. 7. These specifications shall consist of clearing and grubbing, preparation of land to be filled, filling of the land, spreading, compaction and control of the fill, and subsidiary work necessary to complete the grading of the filled areas to conform with the lines, grades and slopes as shown on the accepted plans. 8. The standard test used to define minimum densities of compaction work shall be the ASTM.Test Procedure D 1557. Densities shall be expressed as a relative compaction in terms of the maximum density obtained in the laboratory by the foregoing standard procedure. 9. Field density tests will be performed by the soil-engineer during grading operations. At least one (1) test shall be made, for each five hundred (500) cubic yards or fraction thereof placed with a minimum of two (2). tests per layer in isolated areas. Where sheepsfoot rollers are used, the soil may be disturbed to a depth of several inches. Density tests shall be taken in compacted material below the disturbed surface. When these tests indicate that the density of any layer of fill or portion thereof is below the required density, the particular layer or portion shall be reworked until the required density has been obtained. B -3 10.' Earth - moving and working operations shall be controlled to prevent water from running into excavated areas. Excess water shall be promptly removed and the site kept dry. Fill material shall not. be placed, spread or rolled during unfavorable weather conditions. When the work is interrupted by heavy rain, fi•11 operations shall not be resumed until field tests by the soil engineer indicate that the moisture content and density of the fill are as previously specified. 11. Compaction shall be by sheepsfoot rollers, vibrating sheepsfoot rollers, multiple - wheel pneumatic -tired rollers or other types of acceptable compacting rollers. Rollers shall be of such design that they will be able to compact the fill to the specified density. Rolling shall .be accomplished while the fill material is within the specified moisture content range.. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to insure that the required density has been obtained. 12. Existing structures, foundations, trash, debris, loose fill, trees (not included in landscaping), roots, tree remains and other rubbish shall be removed, piled or burned or otherwise disposed of so as to leave the areas that have been disturbed with a neat and finished appearance free from debris. No burning shall be permitted in the area to be filled. 13. When fill material includes rock, large rocks will not be allowed to nest and voids must be carefully filled with small stones or earth and properly compacted. Rock larger than six (6) inches in diameter will not be permitted in the compacted fill without review as to location by the soil engineer. 14. Organic matter shall be removed from the surface upon which the fill, foundations or pavement sections are to be placed. The surface shall then be plowed or scarified to a depth of at least eight (S) inches and until the surface is free from ruts, hummocks or other uneven features which would.tend to prevent uniform compaction by the equipment to be used. Specific recommendations pertaining to stripping and minimum depth of recompaction .of native soils are presented in the main body of the soil report. B -4 15. Native soil free from organic material and other deleterious material may be used as compacted fill; however, during grading operations the soil engineer will re- examine the native soils for organic content. 16. Imported material should be tested and reviewed by the soil engineer before being brought to the site. The materials used shall. be free from organic matter and other deleterious material. 17. Where fills are made on hillsides or exposed slope areas, greater than 10 %, horizontal benches shall be cut into firm undisturbed natural ground to provide a horizontal base so that each layer is placed and compacted on a horizontal plane. The initial bench at the toe of the fill shall be at least 10 feet in width on firm, undistubed natural ground at the elevation of.the toe stake placed at the natural angle of repose or design slope. The width and frequency of succeeding benches will vary with the soil conditions and the steepness of slope. 18. The selected fill, material shall be placed in layers which, when compacted, shall not exceed six (6) inches in thickness. Layers shall be spread evenly and shall be thoroughly blade -mixed during spreading. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to a relative compaction of not less than ninety percent (90%). The fill operation shall be continued in six (6) inch compacted layers, as specified above, until the fill has been brought to the finished slopes and graded as shown on the accepted plans. 19. When the moisture content of the fill material is not sufficient to achieve required compaction, water shall be added until the soils attain a moisture content so that thorough bonding is achieved during the compacting process. When the moisture content of the fill material is excessive, the fill material shall be aerated by blading or other satisfactory methods until the moisture content is reduced to. an acceptable content to achieve proper compaction. 20. Existing septic tanks and other underground storage tanks. must be removed from the site prior to commencement of building, grading or fill operations. Underground tanks, including connecting drain fields and other lines, must be totally removed and the resulting depressions properly reconstructed and filled. Depressions left from tree removal shall also be properly filled and compacted. M 21.' The methods for removal of subsurface irrigation and utility lines will depend on the depth and location of the line. One of the following methods may be used: 1) Remove the pipe and compact the soil in the trench according to the applicable portions of these grading recommendations, 2) The pipe shall be crushed in the trench. The trench shall then be filled, compacted according to the applicable portions of these grading specifications, 3) Cap the ends of the line with concrete to mitigate entrance of water. The length of the cap' hall not be less than five (5) feet. The concrete mix shall have a minimum shrinkage. 22. abandoned water wells on the site shall be capped according to the requirements of the appropriate regulatory agency. The strength of the cap shall be at least equal to the adjacent soils. The .final elevation of the top of the well casing must be a minimum of thirty -six (36) inches below adjacent grade prior to grading or fill operations. Structure foundations should not be' placed over the capped well. APPENDIX C Site Plan Depth of Water Plan Borings Logs Trench Logs -DATE 3 -5 -86 LOG OF BORING for Nicklaus -Dye Courses -PGA West BORING NO. 1 Job No,B- 14413 -P3 Report No. 86 -4 -209 LOCATION Per Plan ., W s U o 0 o �, V) O U y m DESCRIPTION Boring 1 3 U (U �, v O v 211. v �'" o V) C o .Y mow. aJ ++ ? v *' y p GI aUa REMARKS AND ANALYSIS 14 14 14 1 B1: Brown grey clayey _ very fine sandy silt 77.4 65.3 76.3 13.8 14.5 33.5 ML 72 60 71 5 101 :. 60 55 Al: Light brown grey to brown silty very fine to fine sand 100,2 106.2 1.8 2.2 SP/ SM 84 89 15 60 38 A2: Light brown to brown silty very fine sand 96.5 82.7 5,7 4.4. SM 88 76 20 25 B2: Brown clayey very fine sandy silt - -- - -- n - -- -30'_ 26 ".''Brown color -A2 108.0 9.8 SM 93 B2: Brown clayey very fine sandy silt . - -- - -- r� - -- 35 B3:Brown sandy clayey sil 84.0 37,2 - -- NOTE: The stratification lines .indicate the approximate boundaries between soil types and the transition may be gradual - "undisturbed" ring sample Total Depth - 36' No Free Water Encountere ■ ■ v ■ ■ ■ 19 B1: Light brown clayey 83.9 11.9 ML 78 very fine sandy silt 27 80.8 8.9 75 27 A1: Light brown silty 81.9 ' 3.0 SPf 69 very fine to fine SM sand 34 NUTL : The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual M- "undisturbed" ring sample 102.91 2.61 1 87 99.71 3.21 1 84 Total Depth - 16' No Free Water Encountere LOG OF BORING Job No-B-14413-P3 for Report 'No. 86 -4 -209 Nicklaus -Dye Courses -PGA West DATE 3 -5 -86 BORING NO. 2 LOCATION Per Plan .. C O o 3 .-. v a -U '. ? . c REMARKS AND ANALYSIS a -° L 3 DESCRIPTION �w � L ° U D V) O U co U D° O Ct a cn0 y O O U a Boring 2 0 ■ ■ v ■ ■ ■ 19 B1: Light brown clayey 83.9 11.9 ML 78 very fine sandy silt 27 80.8 8.9 75 27 A1: Light brown silty 81.9 ' 3.0 SPf 69 very fine to fine SM sand 34 NUTL : The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual M- "undisturbed" ring sample 102.91 2.61 1 87 99.71 3.21 1 84 Total Depth - 16' No Free Water Encountere LOG OF BORING Job No. B- 14413 -P3 for Report No. 86 -4 -209 Nicklaus —Dye Coarse —PGA West DATE 3 -5 -86 BORING NO; 3 LOCATION Per Plan C O o -� v v >• ? v REMARKS AND ANALYSIS a v o DESCRIPTION H a a E L v o .� �,y C� u ov vov Q v m Q a a ) cx U °' Boring 3 p c 29 17 Al: Light -brown to light brown grey silty very fine to fine sand with roots 89.4 91.5 1.8 3.0 SP/ SM 75 77 5 27 95.7 3.4 81 10 rui/ 9 B3 /B2: see below 88.9 33.3 - B3: Brown sandy clayey MH silt 15 10 83.4 40.3 - -- 20 Water Table @ 19.5' NOTE: Total Depth -21.' The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual 0.- "undisturbed" ring sample . B3 /B2: Brown sandy claye, silt over clayey sandy silt Di-, «„ n LOG OF BORING Job No, B- 14413 -P3 ' for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West DATE 2 -7 -86 BORING NO, 4 LOCATION per Plan c 0 v a v D 0 o E V) o o 0 ca DESCRIPTION Boring 4 3 � �,� c ►. v Q n. -;J � ac, V) L o. a) i °' �" Lnn ? b u °' L v o a� U REMARKS AND ANALYSIS 14 Al: Light brown silty y 92. 5 0.7 SP/ 78 very fine sand with SM roots 20 5 20 A2: Light brown very silt 90.4 6.2 SM 83 very fine sand 12 - -- - -- - -- 10 B2: Brown cla ey very firld qA"dV Ail ML 15' 24 _AZ rown very silty very f sand 5. SM Lin.e B2: Brown clayey very fine sandy silt ML Water Table @'18' B3 /A2:.see below 20.9 / sm 20 NOTE: Total Depth - 21' The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual - "undisturbed" rin sample - "disturbed" ring sample B3 /A2: Brown sandy clayey silt over A2 DATE 3 -7 -86 LOG OF BORING for Nicklaus -Dye Courses -PGA West BORING NO: 5 Job No.B- 14413 -P3 Report No. 86 -4 -209 LOCATION Per Plan v ca o o o m DESCRIPTION Boring 5 3 c u -� o a� V) C 4 a v E v ova REMARKS AND ANALYSIS 0 38 B4: Light brown and tan clayey, sandy silt 86.2 3.3 ML 72 25 29 1 36 Al: Light broom silty very fine to fine sand 93.7 98.4 102.5. 1.3 1.9 3.0 SP/ SM 79 83 86 5 1 15 .NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual - "undisturbed "ring sample Total Depth - 15' No Free Water Encountere Dle+o A .DATE 3 -7 -86 LOG OF BORING for Nicklaus -Dye Courses -PGA West BORING NO. 6 Job No. B- 14413 -P3 Report No. 86 -4 -209 LOCATION Per Plan a Q -0 V) o co DESCRIPTION Boring 6 �, :D v L i s � Ln c o v E L r) a REMARKS AND ANALYSIS 34 Al: Light brown silty very fine sand - -- 1.43P/ SM - -- 5 17 A2: Light brown very silty very fine sand 97.2 3,7 SM 89 10 B1: Light brown clayey very fine sandy silt ML 40 A2: Brown very silty very fine sand - -- 8.E SM _ -- 15 NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual - "undisturbed" ring sample - "disturbed" ring sample Total Depth - 16'' No Free Water Encountered DATE 3 -7 -86 LOG OF BORING f or Nicklaus -Dye Courses -PGA West BORING NO. 7 Job No.B- 14413 -P3 Report No.86 -4 -209 LOCATION Per Plan .� +' V D -Q >,o cn v n c0 DESCRIPTION Boring 7 ,� •' -� CLU a a y ov a �'" o V) C O ?; r *� °� u 4)0V 64 U a REMARKS AND ANALYSIS 0 hr .27 27 20 B4: Light brown clayey, sandy Gilt 73.2 86.0 86.8 4.5 5.2 4.9 ML - -- - -- - -- Total Depth @ 36' No Free Water Encountered " 5 50 Al: Light brown silty very.f ine to fine sand 9.8 5L 2.8 SP/ SM 83 10 15. 26 A2: Brown very silty very fine sand 94.3 3.8 SM 87 60 A3: Brown silty very fine to coarse sand 113.6 2.6 SM 92 20 50 B4: Brown clayey sandy silt 86.9 16.6 ML 73 25 see-below - -- - -- C L - -- A2: Brown very silty very fine sand - -- --- SM --- 30 B3: Light brown sandy clayey silt - -- 101.2 - -- `24.2 MH - -- - -- 35 NOTE; The stratification lines indicate the approximate boundaries between soil types and the transition may -be - gradual - "undisturbed" ring sample B3: Light brown sandy clayey silt DATE 3 -7 -86 LOG OF BORING for Nicklaus -Dye Courses -PGA West BORING NO. 8 Job No. B- 14413 -P3 Report No. 86 -4 -209 LOCATION Per Plan .� a 0 Q 0 o -Q A v) L O y 3 CO DESCRIPTION Boring 8 *' J C L U 4 °. Z; a0i O C Cv >% O 0 o ? LOG OF BORING lob No.B- 14413 -P3 for Report No. 8b -4 -209 Nicklaus -Dye Courses -PGA West .DATE, 3 -7 -86 BORING NO. 9 LOCATION Per Plan c 0 ° 3 REMARKS AND ANALYSIS a -� a, 3 DESCRIPTION i E.; aci L o v° m �w a �j n. v � a `� o N .� °' 04 � U .. Boring 9 0 24 17 B3: Light -tan sandy clayey silt 73.7 78.0 6.0 5.0 ML/ CL --- - -- 5 24 B1: Light tan clayey very fine sandy silt 43.3 2.5 ,ML 86 10 r 24 Al: Light brown silty very fine to fine sand 106.0 .2.8 SP/ SM 89 15 -� 30 I 1 106.2 1 2.8 I' I 89 - "undistubed" ring sample NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual Total Depth - 16' No Free Water Ericountere DATE 3 -10 -86 LOG OF BORING for Nicklaus -Dye Courses -PGA West BORING NO. 10 Job No.B- 14413 -P3 Report No. 86-4-209 LOCATION Per Plan .. 4 r a Q o ° E vii L. o 3 DESCRIPTION o m Borin 10 3 �q °� �. w L .�a .� v F" ° V) c o 4 - a -y E °Q+ 0: U .. REMARKS AND ANALYSIS O A2: see below SM Ail - L 27 Al: Light brown silty very fine to fine 30 grained sand 21 99.3 104.1 104.0 2.0 2.1 1.5 SP/ SM 84 88 88 5 36 A3: Light brown silty very fine to coarse grained sand - -- 3.3 SM - -- .10- 15 A2: see below 93.0 6.0 SM 85 — "undisturbed" ring sample NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual A2: Light brown very silty fine sand Total Depth @ 16' No Free Water Encountere DATE 3- -10 -86 LOG OF BORING for Nicklaus -Dye Courses -PGA West BORING NO. 11 Job No.B- 14413 -P3 Report No. 86 -4 -209 LOCATION Per Plan ^ s +' 4) 0 o -�C E.-y A � v O 3 CQ DESCRIPTION Boring 11 *' 3 -, C. +- V a0 n. *' U '� o 41 :E CL, >. �" 0 N C o 4' °C� U .-Cy G L'. V o �Ua REMARKS AND ANALYSIS 0 A2: see below SM I Water Table @ 25' f 38 B1: Light brown clayey ver fine sandy silt 95.6 11.7 ML 88 40 28 48 Al: Light brown silty very fine to fine sand 105.3 88.9 104.0 4.3 .2.2 2.0 SP/ SM 89 75 88 5 10 15 42 BI: Light brown clayey. very sandy silt 85.2 6.8 ML 79 B3: BM: sandy clayey - -- - -- CL - -- -20' s 45 15 A2: Brown very silty very fine grained sand 102.8 98.0 - -- 5.0 18.6 24.7 SM 94 91 - -- 25 30 - "undisturbed" ring sample NOTE: The stratification lines indicate the approximate boundaries between soil types and the.transition may be gradual A2: Brown very silty very fine grained sand Total Depth -31' DATE 3 -10 -86 LOG Of BORING for Nicklaus -Dye Courses -PGA West BORING NO. 12 Job No. B- 14413 -P3 Report No. 86 -4 -209 LOCATION Per Plan r. +-J a V 6 0 o E >,o vi A. y o 0 co DESCRIPTION Boring 12 *' � �w c�a � C) ... � � ov � �' v � o V) c o 41 aci ro °' L a�ov C4 U .nS REMARKS AND ANALYSIS B see Water Table @ 15' 18 24 26 A2: Light brown very silty very fine grained sand 93.4 96.4 96.9 3.1 4.0 3.8 SM 86 88 89 5 10, 11 B3 /B2: Brown sandy clayey silt over clayey sandy silt 94.6 29.7 CL/ ML 79 23 A2: Brown very silty very fine sand - SM - B3: see below - -- - -- - -- `. 19 IB2: lyrn clayey sandy 87.6 37.7 ML 75 - "undisturbed" ring sample - "disturbed" ring sample. B1: Brown clayey very sandy silt B3: Brown clayey sandy silt NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual. Total Depth - 21' LOG OF BORING for Nicklaus -Dye Courses -PGA West DATE '3 -10 -86 BORING NO. 13 Job No. B- 14413 -P3 Report No. 86 -4 -209 LOCATION P,,- pi.n ^ C Q� Q 0 ° E v) o U h 3 co DESCRIPTION Boring .13 �' _ +� 3 y y.t V (� °� c v y �..4 L O v 4 F ti 0 c o V ^ ' c +� Ca. C U G Lw' o W 0L U R' REMARKS AND ANALYSIS B1: see below - -- - -- ML - -- -- Water Table @ 9' 8 7 B2: Light grey to brown clayey very fine sandy silt 90.8 29.4 ML 84 5 5 la e sand B1: Brown clayey- y y y silt 92.7 31.6 ML 80 10- 22 A3: Brown silty very fine to coarse sand - -- 20.0 SM - -- 15. 15 18 11 Al: Brown to brown grey silty very fine sand 105.7 102.1 - -- 22.7 21.5 - -- SP/ SM 89 86 - -- -20- 25 30 - "undisturbed ".ring sample - "disturbed" ring sample NOTE: The stratification lines indicate the approximate boundaries.between soil types and the transition may be.gradual B1: Brown clayey sandy silt Total Depth @ 31' DATE 3 -11 -86 LOG OF BORING for Nicklaus -Dye Courses -PGA West BORING NO. 14 Job No. B- 14413 -P3 Report No. 86 -4 -209 LOCATION Per Plan �. r +� a a Q Q' o J' E V, v) o o 3 co c DESCRIPTION Boring 14 *' 3 ..� c a a D v y � ►. a, .. -. o vn C p aci * u E ,. Z U o. �. . REMARKS AND ANALYSIS IRI e 2: Light brown to grey ery very silty very fine gn 102.0 7.5 SM 93 = Water Table @ 13' 9 2: Light grey to brown c a e 89.6 28.7 ML 77 5 16 2.: Light brown very silt3 very fine sand 95.4 6.3 SM 86 12 19_ 2: Brown clayey very finE sandy silt _ -_ 92.1 22.7 32. ML - -- 10 15 - "undisturbed" ring sample - "disturbed" ring sample NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual Total Depth - 16' DATE ,3 -11 -86 LOG OF BORING for Nicklaus -Dye Courses -PGA West BORING NO. 15 Job No. B- 14413 -P3 Report No. 86 -4 -209 LOCATION Per Plan ^ ,c a 0 o v O H o .� DESCRIPTION Boring 15 3 �, i C U n. v V) L O O 2 T 0 v, c O ? i° L y p 0 C& • REMARKS AN1) ANALYSIS 0 12 A2: Brown .very silty very f ine grained sand 91.0 10.4 SM 83 . Clay lens @ 10.5' 12. B1: Brown clayey very f ine. sand silt es ravel 88.4 18.1 ML 82 5 5.5 B2: Brown clayey very fine sandy silt - -- 29.0 ML - -- I 18 A4: Brown clayey silty very fine sand .98.5 23.9. SC 82 10 . 15 - -- 22.1 SM - -- - "undisturbed" ring sample - "disturbed" ring sample NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual A2: Brown very silty ver fine grained sand Total Depth - 16' I DATE 3 -11 -86 LOG OF BORING for Nicklaus -Dye Courses -PGA West BORING NO. 16 Job No. B- 14413 -P3 Report No. 86 -4 -209 LOCATION Per Plan r a v D 0 o -Q E vni 0 o H 3 co DESCRIPTION Boring 16 � �,; c �a — aci � o v °� F vo) v 0�Ua c 0 n. v E L_ o v REMARKS AND ANALYSIS B2: Brown clayey very fine sandy silt - -- - -- ML - -- B3:Brown sandy clayey sil - -- - -- ML. - -- 5 B4:Brown clayey sandy sil - -- - -- I ML - -- B3:.Brown sandy clayey - -- - -- CL ---- A2: Brown very silty very fine - -- - -- SM - -- 10 Rrninpa A4': Brown clayey silty very fine grained sand - -- 27.6 SC - -- 15 NOTE:. The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual Total Depth - 151 . No Free Water Encountere El LOG OF BORING Job No. B- 14413 -P3 for Report .No. 86 -4 -209 Nicklaus -Dye Courses -PGA West DATE 3- 20-86 Trench No. 1 LOCATION Per Plan 1 NOTE: , The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual Free Water Not Encount Stopped @ 10' 11 C o _ s o ; v >, > a c REMARKS AND ANALYSIS DESCRIPTION ,i •0 L. F" �" E L U V) 0 p co C L V Z) n L o v n. in v O v ce U Q" Trench 1 0 B1: Brown grey to light ML grey clayey very N fine sandy silt with trace of gravels 89 4.2 Al : Light brown to grey SP/ very N B1: Brown grey to light grey clayey very fine sandy silt with trace of. gravels interbedde 83.0 73 ML 76 S N with clay lenses 79.4 11:7 73 A3: Brown silty very fine to coarse sand SM 1 NOTE: , The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual Free Water Not Encount Stopped @ 10' 11 LOG OF BORING Job No.B- 14413 -P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West DATE 3 -20 -86 Trench No. 2 LOCATION Per Plan C r F�- O 0 3 '` ���, a c REMARKS AND. ANALYSIS -° v 3 DESCRIPTION .� w L ` E ° ' �' a� o U o v v. rJv V) co D .°• a' voi 0 Trench 2 t B1: Brown grey to light ML grey clayey very fine sandy silt with trace of gravels Al: Eight brown to grey SP/ irpr�z fine to fine sand B1: see below ML 5 2•Bro to li h brown SM veryl s�tya n �er� �ine ra ne s B3: Brown sandy clayey silt CL 2: Brown to light brown SM very silty very fine grained sand Free Water Not Encounter 10 NOTE: Stopped @ 10' The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual B1: Brown grey to light grey clayey very fine sandy silt with trace f o gravels LOG OF BORING Job NO. B- 14413 -P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West DATE 3 -20 -86 Trench No. 3 LOCATION Per Plan c 0 Y ^_ *J , aj a[, y � v REMARKS AND ANALYSIS n o DESCRIPTION. 4� �, ^w '� L ~ a U C1 �, vi O J -. r� C �. V � 0 ° O 'V �'"' V) Q1 O O u: U a" Trench 3 0 P/ A1: see below SM B3: Brown sandy clayey ML/ silt Al: Brown grey to light P/ grey clayey very fine SM Sandy. silt with trace of gravels D-T A3: Brown silty very fine SM ` 10 to coarse sand NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual Al: Brown grey to light grey clayey very fine sandy silt with trace of gravels Free Water Not Encounter Stopped @ 10' . I LOG OF BORING Job No. B- 14413 -P3 for Report No. 86 -4 -249 Nicklaus -Dye Courses -PGA West DATE 3 -20 -86 Trench No. 4 LOCATION Per Plan 0 o o DESCRIPTION _^. to c0 Trench 4 ,,0 B1: Brown grey to light grey clayey very fine si B3: Brown sandy clayey silt N ML /. CL 88.8 1 4.7 1 1 - -- 5 N Al: Light brown to grey 97.1 4,3 P/ 82 very fine to fine SM sand NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition 10 may be gradual Free Water Not Encounter Stopped @ 7' c 0 3 F ' a REMARKS AND ANALYSIS +j NL L c►.� 0 Do- o� zE 21�- o V) von CL . V a 1 ML 1 ML /. CL 88.8 1 4.7 1 1 - -- 5 N Al: Light brown to grey 97.1 4,3 P/ 82 very fine to fine SM sand NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition 10 may be gradual Free Water Not Encounter Stopped @ 7' LOG OF BORING Job No. B- 14413 -P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West -DATE 3 -20 -86 Trench .No, 5 LOCATION Per Plan 5 Free Water Not Encounter (d 10 NOTE.: Stopped @ 10' The stratification lines indicate the approximate boundaries between soil . types and the transition may be gradual c 0 o +. v ^ v v v +• REMARKS AND ANALYSIS a . -a DESCRIPTION L ° L v 0 V) o o cc _. � °. o v � t.�' con v o v U: U a' Trench 5 0 A2: Brown. to light brown SM very silty very fine grained sand- A3: Brown silty very fine SM to coarse sand 5 Free Water Not Encounter (d 10 NOTE.: Stopped @ 10' The stratification lines indicate the approximate boundaries between soil . types and the transition may be gradual LOG OF BORING for Nicklaus -Dye Courses -PGA West DATE 3 -20 -86 Trench No: 6 Job No. B- 14413 -P3 Report No. 86 -4 -209 LOCATION Per Plan c o o *' (D v�'+� o. v REMARKS AND ANALYSIS E o DESCRIPTION 3 �'�, E v Q � o w �o a o" v is ° _`d v ova ,YO Trench 6 B1: Light brown very fine sandy silt PiL I A4: Tan silty clayey sand Sc A3:.Brown fine to medium SM grained sand 5 ree Water Not Encounterei 10 Stopped @ 10' NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual E 1 R, N N B3: Brown sandy clayey ML/ silt CL . 86.8 9.9 - -- Al: Light brown to grey SP/ very fine to fine 96.1 3.4 SM 81 sand with tan fine sand NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual 93.7 I 5.0 I I 79 Free Water Not Encoun Stopped @ 10' LOG OF BORING Job NO -B- 14413 -P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses =PGA West DATE 3_20 -86 Trench No. 7 } LOCATION per Plan C O �. .- o 5, ? r REMARKS AND ANALYSIS DESCRIPTION � w vi u F" m E E (n Lo C L 'U = 0 a o V i a' c) 01 o cY U a' Trench 7 0 E 1 R, N N B3: Brown sandy clayey ML/ silt CL . 86.8 9.9 - -- Al: Light brown to grey SP/ very fine to fine 96.1 3.4 SM 81 sand with tan fine sand NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual 93.7 I 5.0 I I 79 Free Water Not Encoun Stopped @ 10' LOG OF BORING Job NO-B-14413-P3 f or. Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA [lest DATE 3 -20 -86 Trench No. 8 LOCATION Per Plan 5 Transition from B4 to A3 A3: Brown silty very SM fine to coarse sand 10 Free Water Not Enc NOTE: Stopped @ 10' The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual c 0 o *' Q) + ate, e, .- fa v REMARKS AND ANALYSIS a �' 3 DESCRIPTION >, L- - ro E C) D V) O O co C L U D n. O N a ' O V) V O 41 W U Q" Trench 8 0 Al: Light brown to grey SP/ very fine to fine sand SM B4: Light brown clayey ML. very Sandy silt 5 Transition from B4 to A3 A3: Brown silty very SM fine to coarse sand 10 Free Water Not Enc NOTE: Stopped @ 10' The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual LOG OF BORING Job No -B- 14413 -P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West ,DATE 3 -20 -86 Trench No, 9 LOCATION Per Plan .-.. C o o +� N 3 v + v (U p ro` REMARKS AND ANAL.YS a� 3 DESCRIPTION � 4 F" 4 °' U � EE V) J m ,� a �" o 0 �a o v ova Trench 9 0 A3: Brown silty very fine SM to coarse sand Al: Light brown to grey SP/ very fine to fine SM sand Silt lens r 5 A3: Brown silty very fine SM to coarse sand Free Water Not Encountere 10 NOTE: Stopped @ 10' The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual P1ntn R LOG OF BORING Job No. B- 14413 -P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West DATE 3 -20 -86 Trench No. 10 LOCATION Per Plan .� s C) o v) U +, y o m DESCRIPTION Trench 10 3 �,w �D °• v 41 v L ga. v a �' ° v ? LOG OF BORING Job No. B- 14413 -P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West DATE. 3 -20 -86 Trench No. 11 LOCATION Per Plan B2: Brown clayey very ML fine sandy silt 1 B3: Brown sandy clayey ML/ silt CL 5 Free Water Not Encounter 10 NOTE: Stopped @ 10' The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual c 0 .� �. o j � ? ro REMARKS AND ANALYSIS a .a > DESCRIPTION ., �,�, �' L b E a 0 o Vi' m c- v 5d n o V :2a V) W O 62L) a. Trench 11 0 Al: Light brown to grey SP/ .very fine to fine SM sand B2: Brown clayey very ML fine sandy silt 1 B3: Brown sandy clayey ML/ silt CL 5 Free Water Not Encounter 10 NOTE: Stopped @ 10' The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual LOG OF BORING Job NO-B-14413-P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West DATE 3 -20 -86 Trench No. 12 LOCATION Per Plan ,. c o v o 4�1 3 C1 v v Q.. >N + y U ? ; ` REMARKS AND ANALYSIS a 0 a o DESCRIPTION U �' a U E O O .- �,w C ►. V a. 0 0 y 0 0 V) co :D 0 :E �' coon C' U a' Trench 12 0 Al: Light brown to grey SP/ very fine to fine SM . sand Sandy clay lens B3: Brown sandy clayey ML/ silt C1, 5 1 NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual Dense clay lens @ 7' Free Water Not Encountere Stopped @ 10' DATE 3_20 -86 LOG OF BORING for Nicklaus -Dye Courses -PGA West Trench No. 13 Job NO -B- 14413 -P3 Report No. 86 -4 -209 LOCATION Per Plan c 0 w o . a,+ :3 W v n T �u ? +� REMARKS AND ANALYSIS DESCRIPTION L �-' a i C >,o V) o CO �+ c�u D - ov � °' o cn a oU U Trench 13 0 Al: Light brown to grey very fine to fine 88.6 6.9 SP/ SM 75 N sand N Silt and clay lenses. 83.9 11.7 71 B3: Brown sandy clayey Silt ML/ CL 5 N 88,5 2.5 - -- rree Water Not-Encounterec NOTE: Stopped @ 5' The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual. 10 LOG OF BORING Job No. 8- 14413 -P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West DATE 3 -21 -86 Trench No. 14 LOCATIONper Plan _ NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual Shells Clay lens @ 8.' Free Water'Not Encount Stopped @ 10' ,-, c 3 v .,' o c REMARKS AND ANALYSIS a o DESCRIPTION �1H L ���, — • v 0 cn o 0 ca c L U O °- o v a' vni .ro v o v C& U °• Trench 14 !` 0 A3: Brown sandy clayey SM silt _ NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual Shells Clay lens @ 8.' Free Water'Not Encount Stopped @ 10' C1:Dark brown silty clay 5 B2: Brown clayey very very fine sand .silt A2: Brown to light brown very silty very fine grained sand B2: Brown clayey very fine sandy silt . 1 NOTE: The stratification lines indicate the approximate boundaries between -soil. a types and the transition may be gradual IN 'Free Water Not Encounter Stopped @ 10' LOG OF BORING Job No. 8- 14413 -P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West • DATE 3 -21 -86 Trench No. 15 LOCATION Per Plan .-. C o w r o N -1 y C_ CL v V +�+ % v REMARKS AND ANALYSIS n °_' 3o DESCRIPTION >,w y rd U 0 V)U O ca i U �D °- O :2 04 voi y p QJ �Ua' Trench 15 0 A'3: Brown.silty very fine SM to coarse sand C1:Dark brown silty clay 5 B2: Brown clayey very very fine sand .silt A2: Brown to light brown very silty very fine grained sand B2: Brown clayey very fine sandy silt . 1 NOTE: The stratification lines indicate the approximate boundaries between -soil. a types and the transition may be gradual IN 'Free Water Not Encounter Stopped @ 10' LOG OF BORING Job No.B- 14413 -P3 for Report No.86 -4 -209 Nicklaus -Dye Courses -PGA West DATE 3 -21 -86 Trench No. 16 LOCATION Per Plan r O CL U o 3 v ? a REMARKS AND ANALYSIS -0 a� DESCRIPTION -� 4-4 L b E L Trench 16 Al: Light brown to grey SP/ very fine to fine SM N sand 5 7 C1: Dark brown silty clay CL N Al: Light brown to grey 88.3 17.0 P/ - -- very fine to fine SM sand NJ 92.7 4.6 79 Free Water Not Encounter NOTE: Stopped @ 6' The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual DATE 3 -21 -86 LOG OF BORING Job No. B- 14413 -P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West Trench No. 17 LOCATION Per Plan .. s +j a O �0 o -° E� V) a� J y 3 co DESCRIPTION Trench 17 3 ��,^ � 0 �C C _ u '�� ° v a �-- ° � C ° ate: +• a �E� ° U a REMARKS AND ANALYSIS °Light brown to grey ery f ine'to fine sand SP/ ISM Free Water Not Encounter __[vA1: B3: Brown sandy clayey silt M(,/ Cl: Dark brown silty cla CL A3: Brown silty very fine to coarse sand SM 5 B3: Brown sandy. clayey silt ML/ CL 10 B4: Light brown clayey very fine to fine sand ML NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition ..may be gradual Stopped ,@ 11.5' 15 LOG OF BORING Job NO-B-14413-P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West DATE 3 -21 -86 Trench No. 18 LOCATION Per Plan a o 'J o Z) U >' REMARKS AND ANALYSIS � E DESCRIPTION L ° E ' L Oau V) n 0 o n u o u U CL . Trench 18 0 B3: Brown sandy clayey Silt M,/ CL Al: Light brown to grey SP/ very fine to fine sand SM 5 B1: Brown grey to light grey clayey very fine sandy silt with trace of gravels B3: Brown sandy clayey A3: Brown silty very fine to coarse sand NOTE: The stratification lines indicate the'approximate boundaries between soil types and.the transition may be gradual NL CL Free Water @ 10.5t SM S topped ,@ 13' J' LOG OF BORING Job No. B- 14413 -P3 for Report No. 86 -4 -209 DATE 3 -21 -86 Nicklaus -Dye Courses -PGA West Tfench No. 19 LOCATION Per Plan .. O D o h cnJ O co DESCRIPTION '' ^ 3 c �. U N v O U a �_ O V) c o (U ? n v _ U v 0 U C4 REMARKS AND ANALYSIS 0 N B2: Brown clayey very fine sandy silt 97.3 15.1 ML 84 -- Free Water @ 11 N 1 B3: Brown sandy clayey silt 87.4 25.0 ML/ CL - -- 5 N B2: Brown clayey very fine sandy silt 87•7 31.0 ML - -- A3: Brown silty very fine to coarse sand SM 10 15 NOTE:, The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual Stopped @ 12.5'._ DATE 3 -21 -86 v 4i O y LOG OF BORING Job No, g- 14413 -P3 for Report No. 86 -4 -209 Nicklaus -Dye Courses -PGA West Trench No. 20 LOCATION per Plan C 0 ? LOG OF BORING Job NO-B-14413-P3 for Report. No. 86 -4 -209 Nicklaus -Dye Courses -PGA West DATE 3 -21 -86 Trench No. 21 LOCATION per Plan S 10 DESCRIPTION Al: Light brown to grey very fine to fine sand IB4: Light brown clayey very sandv silt A3: Brown silty very fine to coarse sand NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual c 0 *-: C � ? m REMARKS AND ANALYSIS cLu oar o vow D °- 0. v) CL U a SP/ SM ML SM Free Water Not Encounter Stopped @ 11' _ w o 3 v �o O D cn U c] 0 S 10 DESCRIPTION Al: Light brown to grey very fine to fine sand IB4: Light brown clayey very sandv silt A3: Brown silty very fine to coarse sand NOTE: The stratification lines indicate the approximate boundaries between soil types and the transition may be gradual c 0 *-: C � ? m REMARKS AND ANALYSIS cLu oar o vow D °- 0. v) CL U a SP/ SM ML SM Free Water Not Encounter Stopped @ 11' .T-9 9 4- r— 11. T— (4- i -15 Alpflo� �jvv. ME 7- l 9 T t8 NJ�KLAVS Dye Couest-s P6A WGF-SF Apptzox- 8oRINC, Lx. APPROK. 7-e2.,:-eqr-t4 DATE' BUENA ENGINEERS, INC. 4PrZll- F, ll?Cl JOB o T9 � c T-12_ C- - -g T- t - 0 N 7-19' T -- 18 _ ► e -r4 { B -,3 /\li."K LAv5 - D c . Co, sE5 (�Gt4 'tni� sr, BUENA EfvGI EERS, INC. r AIE /-}p2r1- 2, Ili(], JOB NO -- i 17320 Redhill Avenue, Suite 350 Irvine, CA 92814 VOICE: 949- 251 -8821 i FAX: 949- 251 -0518 E -MAIL: mdsirvinedrndsconsultinn.net NO. OF ITEMS: DESCRIPTION:. t,tY %f r. V 0 TRANSAA ITTAI To: GMA Address: 2700 Newport Blvd., Ste.190 1 Newport Beach, CA. 92663 Attention: Chris Hentzen From: Bob Zoller Date: 9/22/05 Job #: 503 -0200 c: JAN 2 4 2006 CITY OF LA OUINTA COMMUNITY DEVELOPMENT 1 Soils Engineering Report for PGA West Nicklaus-Dye Courses prepared by Buena Engineers 1 Geotechnical Update for Crowne Point at PGA West p re pared by Sladden Engineering 1 Earthquake Fault Analysis for Crowne Pointe at PGA West THE ABOVE ITEMS ARE SUBMITTED: MESSAGE: THE A80VE FTEMS ARE TRANSMITTED: Q HEREWITH C VIADELIVERY r UNDER SEPARATE COVER t a ECEBWE JAN 2 3 2006 CITY OF LA OUINTA . COMMUNITY D MELOPMENT SEISMIC INVES' GATION Geologic Investigation Site PGA -West (Tract 28340 -1) La Quinta, California 1 � i i RYLAND ASS©CIATES i Project 04- 602 -01 January 30, 2004 Prepared for Slosson Associates Van Nuys, California Introduction Local soil subsidence with associated fracturing has been located along a linear trend in a portion of the PGA West facility in La Quinta, California. The purpose of this geophysical investigation was to determine the nature of this anomaly. It was investigated by three related seismic methods: refraction, reflection, and common offset processing. The latter had been used to investigate similar features in other locations in Southern California. The three seismic lines are co- located and are generally shown informally on the attached figure. i . Lines 1 and 2 were 360 feet long with Line 3 180 feet. In general the centers of the lines were located at the centers of the anomalous zones, Lines 1 and 2 at offset curbs.. Introduction-Refraction Lines 1 and 2 contained 24 channels spaced 15 -feet apart; Line 3 had 12 channels The. site is underlain by three or four layers of soils and alluvium The water table may be present as a distinct layer and is probable under Line 1 but less certain under Line 2; it was not observed under Line 3, probably due to its length The water table, if present, is probably localized and perched Bedrock is at substantial depth Methodology-Refraction The seismic refraction method uses the delay times from ground motion impulses to their arrival at various distances from the impact to determine the configuration and some material properties of the subsurface. In this survey, the seismic impulses were generated using an accelerated weight drop energy source. The resulting seismic waves were received by ground motion- sensitive transducers (geophones) located at distances from the impacts. Impacts were made at the ends and centers and beyond one end of the profile comprising the seismic line. By algebraic manipulation and calculation the time and distance data from the site may be portrayed as interpretive seismic sections. These are based solely on the geophysical data and lacking other control, such as boring data, may differ from actuality in some instances. The interpretation was computer - assisted using the program SIPT2 and - modified by inspection-in- some - some locations. _. O bservatio ns- Refraction The site is underlain by at least three layers in a complex configuration modified by weathering and erosion. The surficial layer is soil and loose alluvium. Velocities in this material range from 1200- 1400 $/sec. A lower velocity layer, perhaps fill, is observed on Line 3 with a velocity of 900 ft/sec. The intermediate layer probably represents a denser alluvial blanket. Velocities here range from to from 2300 ft/sec to 3100 ft/sec. Higher velocity alluvium and/or water - saturated alluvium has intermediate velocities ranging from 0 4500 -6000 ft/sec. The seismic refraction method may not measure thin, intermediate velocity layers (blind zones) or lower velocity layers beneath higher velocity layers (hidden zones). Small lateral hard areas such as resistant facies, lenses, knobs, etc. may not be detected in this survey and the velocities apply only along the survey lines. Seismic waves travel not only vertically but in all directions. Cross - section depths may not in all cases be vertical depths. There may be third- dimensional effects. Due to the noise levels from traffic, in some cases dater arrivals of seismic waves were used in interpretation. This may introduce error, particularly in depth calculations. Lim bescri tb ions Line I shows a surface layer ranging from 10 -20 feet in thickness. It appears to deepen near station 130, the beginning of the anomalous zone. The principal feature of interest is the shallowing of the third layer, perhaps a perched water table from near 80 feet near the northeast end of the line to around 50 feet southwest of stations 140 -180. Line 2 is somewhat similar but shows a rather opposite effect with a deepening of the third layer from around 45 feet to around 60 feet near stations 160 -190. The velocity of the third layer is somewhat less than that on Line 1 and may, or may not be, saturated. In both cases it shows the third layer more shallow to the south and southwest of the anomalous zone. Line 3 was a short line, south of Line 1. It shows a ten foot deepening of an intermediate velocity layer near the center of the lime. Methodology- Seismic Reflection /Common Offset The seismic reflection method utilizes a near surface energy source generating seismic waves input into the subsurface. These waves are transmitted downward and a portion of the energy is reflected, or otherwise distorted, as it contacts material having differing seismic velocities. Thus, a portion of the energy returns to the surface where it is detected by a series of ground - motion sensitive transducers (geophones) located at various distances from the initial energy. In this investigation the energy was provided by a vertically accelerated 300 -pound weight drop mourned on the back of a pickup. The survey used a geophone spacing of 15 feet in a common offset (75 feet) "push" configuration along the three lines (Line 3 used a hammer /plate energy source). A Bison 9024 seismograph detected and recorded the time of impact and the reception of the waves at each geophone, the record length was 500 ms, digitized and recorded at intervals of 0.25 ms. The recorded energy was processed using the computer program WINSEIS/EAVESDROPPER which filters and sorts the data with corrections for various field conditions. Observations- Common Offset The data may be manipulated in several ways`. In the first method, the data were gathered into sections with equivalent distances from the energy impact to the receiving geophones. Since there were 12 active geophones there were common offset distances ranging from 75 -240 feet. As the energy source was moved forward progressive geophones were activated. The common -offset panel showing the arrival of seisrnic data at this common distance is very sensitive of lateral variations along the line.. If the subsurface were homogeneous along the line the arrival times would generally form horizontal arrays, similar to that shown at the north end of Line 2. However, variations along the lines show up as time delays or increases and are representative of lateral changes in velocity, depth of higher velocity material, and perhaps other phenomena. Relatively shallow common offset panels are shown for the Lines. That for Lines 1 is 105 feet and that for Lines 2 and 3, 75 feet. Line 1 is far from horizontal and shows rather a "V" about the surface subsidence zone. This is probably most likely based on a low velocity zone associated with the observed fracturing. There may be some indication of a deeper offset, perhaps the shallowing of the third layer, near the same location. Line 3 is a shorter line southeast of Line 1. It was centered at the projection of the northeastern terminus of the rear slab. It also shows the "V" as seen on Line 1. Line 2 was located a few hundred feet northwest of Line 1 along a golf course. The presented common offset data show a velocity decrease to around the center of the line but then it remains rather horizontal. Greater offsets show a bit more of the "V" as seen on the other lines but it is less pronounced here. This phenomenon is probably due to the low velocity layer in the anomalous zone but may be also influenced by the adjacent valley to the west where the golf course is located. Observations- Seismic Reflection The data are analyzed and presented as a "time section," of which copies are attached. Although this may appear to be a cross section of the subsurface, the vertical axis is in milliseconds and great care should be used to directly relate this to actual depths. For instance, near surface anomalies may effect data at much greater times. Data quality was adequate but affected to some extent by traffic and other cultural noise. In this case the Common Depth Point (CDP) method was used to combine the geophone data into what is known as 6-fold or 600% multiple subsurface coverage. The CDP numbers have a separation of 7.5 feet. On Lines.I and 2 the centers of the lines are at CDP location 35. On Line 3 it is at CDP 23. On Line 1 there are trends similar to those observed in the common offset data with an apparent shallow reflector downdipping toward the center, then rising. A small shallow set of wavelets comes up also near . CDP 24 (around station 90). Deeper in the section, around 160 cosec, a relatively horizontal layer bend up near CDP 28 (around station 120). A similar phenomenon is seen at around 210 cosec although these could be multiples of features nearer the surface. There maybe diffractions off feature also near CDP 28. Such diffractions often indicate an abrupt lateral transition in material f" type - -most commonly associated with faulting. Line 3 was short and noisy. There is some similarity with the common offset data and there may be a questionable diffraction near CDP 16 (around station 30). Line 2 again shows some similarity to the common offset data but with shallow complications near CDP 26 and CDP 40 (around stations 105 and 210). At 130 -160 msec a possible reflector deepens northerly along the fine. Although less defined as Line 1, there may be diffractions around CDP 29 (near station 125). SUMMARY Clearly, the subsidence zones may be noted in the seismic data. They are most prominent in the simple common -offset data and agree with obvious zones on Lines 1 and 2. They also delineate a similar zone under Line 3 where the surface manifestation is not so obvious. The common offset data are prominently linked to a low velocity zone in the fractured area but may also be related to other stratigraphic variations and discontinuities . This method has been used elsewhere in Southern California to delineate such zones and is probably the most cost effective way for their location at this site. The seismic refraction data show a shallowing of a third stratigraphic layer, which may be in part related to a perched water table, to the south and southwest. However, this may not agree with regional trends. There are other anomalies associated with the fracture zone but the method may not well define the lateral low - velocity area. The seismic reflection confirms the other data and there is an indication that the anomalies not only have their origin near the surface in the low velocity zone but may also be observed at depths on the order of 200 feet, perhaps more. The possible diffractions patterns indicate the deeper lateral discontinuity to vary somewhat from the centers of the lines perhaps near stations 120 -125. This may represent the outer edge of the surface fractures and may be on the order of 60 feet before the centers of the lines. However, this does not clearly agree with consistency on Lines I and 2. In summary, the anomalous zones can be easily identified in the seismic data. At least a part of their origin may be differential stratigraphy (and/or perched water tables) at depths of 40 -80 feet. There is further indication of deeper phenomena related to the surface manifestations but it is difficult to assign exact depths or their nature. The deeper data would not be inconsistent with lateral changes in subsurface materials including fault contact. However, the latter is not clearly demonstrated. WA 7 i All WIT ISO P J-j WJAI ARAN WO a MA VM 0311110 WHIVA .7 0 . . . . . 016A WMAIL Me le wla Inv Imll i TIME -46M � x R �..lam I SEISMIC REFLECT I O LINE 1 IR s R TIME-tRSEC SEISMIC REFLECT-ION LINE 2 e TIME-mSECi ---SEISMIC REFLECTION LINE'..I... } 1 J • INE. 1 _ 1220 _ Ld LAJ , , .2790 LL CL 6000 ~ 16 ''00 240 280 320 360 NE >` 1- ANCE:- FEET F'E f-1'.Af f I ON LINE 2 1160 W 3070 bi LL F- �j - 6F? r W 4500 �- • 100 ..___�__�...._.._. �.. 0 1 160 -200 '240 280 13220 360 s D i S I ANCE- FEET REFRAC T I CON LINE 3 w 880 iij -- LL. 1380 W 2350 -40 0 40-.-80 120 160 NE DISTANCE -FEET SEISMIC REFRACTION DATA .1 J TRANSMITTAL R ECEOWE 7/29/2005 To: Chris Henson JAN 2 3 2006 CITY OF LA QUINTA From: Louis Swart COMMUNITY DEVELOPMENT DEPARTMENT This packet includes the following: Phase I Environmental Site Assessment prepared by SSCI Environmental and Consulting Services November 7, 1995 �■ Geotechnical Update prepared by Sladden Engineering dated October 14, 2004. Referencing Soil Engineering Report prepared by Buena Engineers dated April 17�, 1986. L/Soil Engineering Report prepared by Buena Engineers dated April 17, 1986. j� Seismic Investigation prepared by Ryland Associates dated January 30, 2004 ■ Traffic Impacts of Tremaine at PGA West in La Quinta prepared by Endo Engineering dated December 16,2004.' 5�y COPY PHASE I ENVIRONMENTAL SITE ASSESSMENT For the Evaluation of Potentially Hazardous Materials PROJECT NAME: PGA WEST ASSET ADDRESS: LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA SSCI JOB NO.: 20610bCA Prepared for. KSL RECREATION CORPORATION F" �v 56 -140 PGA BOULEVARD 2 � � � n n LA QUINTA, CALIFORNIA 92253. is �Vf Prepared by: JAN 2 3 2006 sscr Environmental and Consulting Services 17041 El Camino Real, Suite 200 Houston, TX 77058 Helen L Hodges President Douglas W. Jackson, C.E.P., R.E.M. Manager of Operations Chris Lovett Site Inspector Russlyn Mason Report Preparer FINAL REPORT November 7,1995 (95- 20610CA) @ November 1995, Separation Systems Consultants, Inc. (SSCI) s' CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT a w W-W. ul Us .. "'t I r TABLE OF CONTENTS 1.0 Executive Summary ....................................... : ........................................ ............................... 1 2.0 introduction .............................................................................................. ............................... 6 2.1 Purpose and Organization of Report 2.2 , Limitations 3.0 Site Description ........................ ............................................................... ............................... 3.1 Site Location and Description 3.2 Site and Vicinity Characteristics 3.3 Site Improvements 3.4 Environmental Liens, Specialized Knowledge or Experience 3.5 Current Uses of the Property 3.6 Past Uses of the Property 3.7 Current and Past Uses of Adjoining Properties 3.8 Map or Site Plan 4.0 Records Review ....................... .............................................................. ............................... 9 4.1 Standard Environmental Record Sources, Federal & State 4.2 Physical Setting 4.3 Historical Use Information 4.4 Additional Record Sources 5.0 Site Reconnaissance and Interviews ........................... 5.1 Hazardous Substances - Identified Uses 5.2 Hazardous Substances Containers - Unidentified 5.3 On -Site AST Storage Tanks 5.4 PCBs 5.5 Solid Waste Disposal 5.6 Physical Setting Analysis 5.7 Asbestos - Containing Materials 5.8 Lead -Based Paint 5.9 Radon Gas 5.10 Lead in Drinking Water 5.11 Other Conditions of Concern 6.0 Findings and Concl usions .............. ............................... 7.0 Qualifications of Environmental Professionals......... 8.0 Appendices: Appendix A Appendix B Appendix C Appendix D Appendix E Appendix. F Appendix G Appendix H Appendix I Appendix 3 Site Drawing Area Map Aerial Photographs Site Photographs Legal Description Records of Communication Regulatory Documentation Contract Licenses and Certificates Laboratory Analysis ................ ............................... 19 ................... ............................... 25 ................... ............................... 28 (95- 20610CA) © Not-eniber 1995, Separation SYStenis Consultants h*, ire"_ 1.0 Executive Summary Phase I Environmental Site Assessment (ESA) Client: KSL Recreation Corporation Property: The subject property is located in the southwestern margin of the Coachella Valley in south - central Riverside County in La Quinta, California (Appendix B). It occupies more than 3,000 acres. The subject property extends from Avenue 52 to the north to Avenue 58 to the south, and Monroe Street to the east to Lake Cahuilla and the All- American Canal to the west. However, the northwestern portion of the property extends to the west of the All- American Canal. SSCX Job No.: 20610bCA Inspection Date: October 24 -27, 1995, by Mr. Chris Lovett of Separation Systems Consultants, Inc. Brief Asset Description: The subject property consists of more than 3,000 acres. The subject property extends from Avenue 52 to the north to Avenue 58 to the south, and Monroe Street to the east to Lake Cahuilla and the All- American Canal to the west. However, the northwestern portion of the property extends to the west of the All- American Canal. The facilities at PGA West properties include three (3) clubhouses (Golf, Tennis, and Resort Golf), four (4) golf courses (Palmer, Stadium, Nicklaus Private and Nicklaus Resort), three(3) golf course maintenance facilities, nineteen (19) tennis courts, Oak Tree West Offices, Foster Turf Farm, five (5) irrigation wells and two (2) Coachella Valley Water District wells, Kennedy Ranch, Giannini property, property occupied by Sunrise Mortgage Construction Company, orchards, and open space desert/mountain land. Thirty -eight (38) artificial lakes are supplied from onsite wells located throughout the property. The water is utilized for the irrigation of the golf courses. Potable water was stated to be obtained from the City of La Quinta. ZSSO � Phase I ESA PGA West Properties, La Quinta, CA (95- 20610CA) Page 1 f.: Site Characterization: The subject property ranges in elevation from approximately 60 feet above mean sea level (MSL) in the west to approximately 30 feet (MSL) in the east. The topography of the area is characterized as generally level in the developable portions of the subject property, and mountainous in the far western and northwestern portions of the site. The natural surface water feature in closest proximity to the subject site is the All- American Canal, which runs north -south through the subject property. This information was extracted from field observations and from an EDR digitized topographic map, presented in Appendix G. Ownership Record: The owner of the subject property is KSL Recreation Corporation. Due to the excessive fees required for a 50 year chain of title for the more than 3,000 acres, KSL Recreation Corporation requested that no title search be conducted. SSCI determined that a comprehensive aerial coverage for the years 1939, 1949, 1955, 1972, 1973, 1980, 1985, 1987, 1989, 1991, 1992, and 1994 would be sufficient research to determine if any previous ownership might indicated possible environmental concerns with the subject site. Aerial Photographs: Aerial photos (1939, 1949, 1955, 1972, 1973, 1980, 1985, 1987, 1989, 1991, 1992, and 1994) were obtained and interpreted as part of this study. No potential environmental liabilities are visible on the subject site or adjacent properties. Site visit: The subject property was inspected on October 24 -27, 1995 by Mr. Chris Lovett of Separation Systems Consultants, Inc. The site inspector walked the perimeter of the property, examined current operations, inspected the interior of the buildings on site, and visually inspected all adjacent and nearby properties. Agency Review: A review of available federal, state, and -local agency records associated with the subject site was conducted. The subject site is listed to be a state or federally- regulated facility. Within a one -mile radius of the subject site, there are no NPL, CERCLIS, RCRIS -TSD, or Cal -Sites facilities. The subject site reports two (2) UST Golf Course facilities, and two (2) LUST facilities. One (1) adjacent RCRIS facility is reported. Conclusions: According to available records, underground storage tanks at the golf course maintenance facilities are in compliance with county, state and federal regulations. The nine underground tanks at the maintenance facilities at PGA West are permitted, and passed precession testing performed at the time the tanks began operation. Phase I ESA PGA West Properties, La Quinta, CA (95- 20610CA) Page 2 f.. The Woodward -Clyde report, dated May 1993, reported hydrocarbon surface staining at the underground gasoline storage .tank at Foster Turf, and a floor drain in the old maintenance building at the Palmer Course main facility. Initial soil sampling of six wells of the Foster Turf indicated elevated levels of hydrocarbons. Subsequent sampling in February of 1993 indicated that benzene and toluene concentrations were below the required cleanup levels, and BTEX were not detected in the other five wells. SSCI removed a 500 gallon LUST from the facility and removed the impacted soils associated with the tank. The Woodward -Clyde investigation of the maintenance building at the Palmer Course facility indicates petroleum hydrocarbon contamination was limited to the interior of the pipes in the vicinity of the floor drain The joints in the piping had not leaked; therefore the drain was removed, the excavation was backfilled, and the northern pipe was sealed with concrete. Upon surveying the site the above description of activities appeared to be true. The filled drain was observed on the interior of the building with no staining around the area to indicated improper storage or dumping. The area described as the outfall for an interior wash down was not observed during this report. The area around the building did not appear to have been effected from any release. The asbestos survey performed by Woodward -Clyde indicates that the sprayed on ceiling of the maintenance building of the Palmer Course facility contains 1- 4% asbestos containing material (chrysotile). SSCI resampled the area to confirm its presence and to evaluate its condition. The material covers approximately 60'X60' (3,600 sq.ft.) of the ceiling, and was noted as being in good shape. Additional sampling of materials that were not sampled by Woodward -Clyde in the previous report indicated that approximately 350 square feet of 10 -30% asbestos containing linoleum (chrysotile) was located in the kitchen of the Kennedy Ranch portion of the property. Hazardous material storage and handling practice meet acceptable standards at the golf course maintenance facilities. All of the maintenance facilities were noted as having waste oil storage areas with secondary containment; however, all of the facilities were noted as needing improvement around these areas. The area surrounding the waste oil collection area should be kept clean and orderly. All materials . that are not being used should be disposed of in the proper fashion. The waste oil storage area is located approximately 8 feet from one of the water wells located on the property and the USTs are located approximately 200 feet from the water well. AMSCr Phase I ESA PGA West Properties, La Quinta, CA (95- 20610CA) Pan,* Recommendations: PGA West Significant unauthorized dumping of trash is located along the 1/4 mile western boundary of Oak Tree Property. , Most of the trash appears to 'be landscape debris, concrete rubble, and household trash. Soil staining next to the concrete pad supporting the above ground diesel tank at Foster Turf indicates the presence of possible surficial soil contamination, The secondary containment was noted as being constructed with a drain hole in the bottom. The plug was not in place and did not appear to have ever been in f place. Any diesel release into the secondary containment will drain onto the surrounding soils. The PGA West golf course maintenance facilities should take precautions to prevent the release of petroleum product from leaking machines onto surfacing materials. Small amounts of stained soils were observed surrounding all of the waste oil collection areas. These areas should be sampled and the impacted soil removed and properly disposed The area surrounding the waste oil storage should be kept in a clean and orderly fashion. At the time of the inspection this area was used for the storage of miscellaneous materials that should be disposed of in not being used The waste oil storage area at the Tom Weiskopf Maintenance Course maintenance facility should be relocated away from the adjacent well, and tank tightness testing should be performed on the UST system located within 200 feet of the water well. Foster Turf Farm: The soil around the 500 gallon AST should be tested and remediated according to regulatory requirements. The fueling area should have a concrete slab pored to minimize soil conmrrlination during fueling. A spillage containment pan should be placed beneath the 55 gallon drum oil dispensers to prevent spillage onto surfacing materials and soils. Secondary containment should be constructed for the 4 drums of gas that are stored on the property for use with fawn equipment. Phase I ESA PGA west properties, La Quints, CA M- 20610CA1 a...... ,. Oak Tree west I BLM Property: Large quantities of debris were noted along the western edge of the Oak True West Property. The majority of the debris appeared to be old, however, some recent dumping was noted. Efforts should be made to eliminate uncontrolled access, and minimize any additional dumping in portions. of the property that are not being utilized. A one thousand gallon steel tank was observed on the northwest comer of the All American Canal. The tank was empty and no staining was observed Tht tank is unoperative and should be removed from the Property and properly disposed. r Kennedy Ranch: The asbestos survey performed by Woodward -Clyde indicates that the sprayed on ceiling of the maintenance building of the Palmer Course facility contains 1- 4% asbestos containing material (chrysotile). SSCI resampled the area to confirm its presence and to evaluate its condition. The material covers approximately 60'X60. (3,600 sq.ft.) of the ceiling, and was noted as being is good shape. Additional sampling of materials that were not sampled by Woodward -Clyde in the previous report indicated that approximately 350 square feet of 10 -30% asbestos containing linoleum (chrysotile) was located in the kitchen of the Kennedy Ranch portion of the property. The linoleum was found to be in good condition. For all buildings constructed prior to 1980, SSCI recommends that a Comprehensive Asbestos Survey be performed before any renovation or demolition occurs. SSCI further recommends an Operations and Maintenance (O & M) Plan be implemented immediately for. all asbestos containing materials. Age 4w,s Phase I ESA PGA West Properties, La Quinta, CA . (95- 20610CA) Pave 5 2.0 Introduction 2.1 Purpose and Organization of Report 2.1.1) Purpose This Phase I Environmental Site Assessment (ESA) seeks to identify, to the extent feasible pursuant to the processes prescribed in the American Society for Testing and Materials bulletin E 1527 -94, recognized environmental conditions in connection with the subject properties. This report meets or exceeds all requirements, of ASTM Practice E 1527. This Phase I ESA was prepared for the exclusive use of the client. This study is intended to be used in providing a baseline documentation of the current condition of the property, and also to identify any environmental liabilities, potential problems, or aesthetic concerns that might stem from current or past site activities. 2.1.2) Scope The study included a site visit, a review of site history and regulatory agency records, and an assessment of the condition of the property. The information used in the assembling of this Phase I Environmental Site Assessment was accumulated during a site visit; personal interviews; review of ' aerial photographs; and a review of federal, state, and local regulatory agency records. 2.2 Limitations This ESA is written for the property as is and does not take into account any future changes. While the sometimes erratic distribution patterns of environmental contaminants make it impossible to ever guarantee. that. a site is totally free of contanunation, . Separation Systems Consultants, Inc. (SSCI) believes that reasonable inquiry regarding the subject property has been made and that further investigation for potential environmental liabilities not already identified is not warranted. Under no circumstances does SSCI accept responsibility for conditions at the subject property, whether those conditions are identified in this report or not, to the extent that SSCI neither caused nor contributed to the conditions. If additional pertinent information is discovered following submission of this report it should be forwarded to SSCI for review, and reevaluation of recommendations and conclusions. . 54" Phase I ESA PGA West Properties, La Quinta, CA (96- 20610CA) Page 6 0 3.0 Site Background 3.1 Site Location and Description 3.1.1) Location The subject property consists of more than 3,000 acres. The subject property extends from Avenue 52 to the north to Avenue 58 to the south, and Monroe Street to the east i to Lake Cahuilla and the All- American Canal to the west. However, the northwestern portion of the property extends to the west of the All- American Canal. 3.1.2) Legal Description The legal description for the subject site is included in Appendix E 3.2 Site and Vicinity Characteristics The subject property consists of more than 3,000 acres. The subject property extends from Avenue 52 to the north to Avenue 58 to the south, and Monroe Street to the east to Lake Cahuilla and the All- American Canal to the west. However, the northwestern portion of the property extends to the west of the All - American Canal. The facilities at PGA West properties include three (3) clubhouses (Golf, Tennis, and Resort Golf), four (4) golf courses (Palmer, Staduun, Nicklaus Private and Nicklaus Resort), three(3) golf course maintenance facilities, nineteen (19) tennis courts, Oak Tree West Offices, Foster Turf Farm, five (5) irrigation wells and two (2) Coachella Valley Water District wells, Kennedy Ranch, Giannini property, and open space desert/mountain land. Thirty-eight (38) artificial lakes are supplied from onsite wells located throughout the property. The water is utilized for the irrigation of the golf courses. According to on -site interviews, improvements to the property occurred in 1926, 1982, 1984, and 1988. Potable water was stated to be obtained from the City of La Quinta. Adjacent properties include. La Quinta Resort. Properties to the north, mostly vacant and agricultural .land to the east and south, and vacant, mountainous land to the west.. The general vicinity of the subject site consists of resort properties, residential development and commercial businesses. (Appendix B). S� Phase I ESA PGA West Properties, La Quinta, CA (95- 20610CA) . Page 7 3.3 Improvements on the Property The subject property consists of more than 3,000 acres. The subject property extends from Avenue 52 to the north to`Avenue 58 to the south, and Monroe Street to the east to Lake Cahuilla and the All- American Canal to the west. However, the northwestern portion of the property extends to the west of the All- American Canal. The facilities at PGA West properties include three (3) clubhouses (Golf, Tennis, and Resort Golfl, four (4) golf courses (Palmer, Stadium, Nicklaus Private and Nicklaus Resort), three(3) golf course maintenance facilities, nineteen (19) tennis courts, Oak Tree West Offices, Foster Turf Farm, five (5) irrigation wells and two (2) Coachella Valley Water District wells, Kennedy Ranch, Giannini property, and open space desert/mountain land. . Thirty -eight (38) artificial lakes are supplied from onsite. wells located throughout the property. The water is utilized for the irrigation of the golf courses. According to on -site interviews, improvements to the property occurred in 1926, 1982, 1984, and 1988. Potable water was stated to be obtained from the City of La Quinta. 3.4 Information Reported by User Regarding Environmental Liens or Specialized Knowledge or Experience A title search was not conducted for the subject property and, no environmental liens were researched are known for the property. 3.5 Current Uses of the Property The facilities at PGA West properties are utilized as three (3) clubhouses (Golf, Tennis, and Resort Golf), four (4) golf courses (Palmer, Stadium, Nicklaus Private and Nicklaus Resort), three(3) golf course maintenance facilities, nineteen (19) tennis courts, Oak Tree West Offices, Foster Turf Farm, five (5) irrigation wells and two (2) Coachella Valley Water District wells, Kennedy Ranch, Giannini property, and open space desert/mountain land. Thirty -eight (38) artificial lakes are supplied from onsite wells located throughout the property. 3.6 Past Uses of the Property The historical aerial photographs for the years 1939, 1949, 1955, 1972, 1973, 1980, 1985, 1987, 1989, 1991, 1992, and 1994 indicate the subject site consisted of citrus groves, orchards, vegetable crops, and vacant land. 3.7 Current and Past Uses of Adjoining Properties Adjacent properties include La Quinta Resort Properties to the north, mostly vacant and agricultural land to the east and south, and vacant, mountainous land to the west. According to historical aerials, past uses of the adjoining property include citrus groves, orchards, vegetable crops, and vacant land. AIP" *S*S4M Phase f ESA PGA West Properties, La Quinta, CA (95- 20610cn) Page 8 A.. 3.8 Site Map A site map drawn to approximate scale is presented as Appendix A. This shows major features of the properties, and highlights any areas of environmental concern. 4.0 Records Review 4.1 Standard Environmental_ Record Sources, Federal and State SSCI reviewed the following databases for the area in and around the subject sites to determine if- (a) the subject properties appear on any database and/or exhibits any publicly- recorded environmental concerns; (b) any nearby properties pose a threat of contamination to the subject properties. Individual records of concern are located in Appendix F. National Priority List NPL: The National Priority List (NPL) is a list of sites identified by the U.S. Environmental Protection Agency (EPA) as requiring cleanup. The highest priority sites are referred to as Superfund Sites. The NPL appears in the Code of Federal Regulations (CFR) 40, Parts 190 to 399. The subject site and surrounding properties did not appear on the NPL. No NPL sites are located within a one (1) mile radius of the subject properties. 4.1.2) CERCLIS CERCLIS List: The Comprehensive Environmental Response, Compensation, and Liability Information System List (CERCLIS) is maintained by the U.S. ,government and includes sites which are suspected of having chemical contamination, and may require remediation. Many of the CERCLIS sites have not yet been extensively assessed. The subject site and adjacent properties did not appear on the CERCLIS list. No (0) CERCLIS facilities are listed to be within a one (1) mile radius of the subject site. 4.1.3) Treatment, Storage, and Disposal Listings RCRA TSD Facilities List: The Treatment, Storage, and Disposal Listings (TSD) consist of facilities which treat, store, or dispose of hazardous wastes, and have SS4M Phase I ESA PGA West Properties, La Quinta, CA (95 -2061 oCA) Page 9 f.: registered with the Environmental Protection Agency (EPA). A corresponding EPA TO number is then issued to these facilities for tracking purposes. The subject site and adjacent properties do not appear on the list. No (0) RCRA TSD facilities lie within a one -(1) mile radius of the subject property. 4.1.4) RCRA Generators f.: RCRA Generators List. The EPA's Resource Conservation and Recovery Act (RCRA) Program, identifies and tracks hazardous waste from the point of generation to the point of disposal. The RCRA Notifiers are those sites which have filed notification forms with the EPA in accordance with the Resource Conservation and Recovery Act (RCRA) requirements regarding their generation, storage, transportation, treatment, or disposal of hazardous waste. These sites include treatment, storage, and disposal sites, transporters, and generators of hazardous waste regulated under RCRA. These sites, while they represent some form of hazardous waste activity, are most significant if they are determined to be out of compliance with regulations established pursuant to RCRA. The subject site was not listed on the RCRA Generators List. Three properties within a one (1) mile. radius were listed on the RCRA Generators List. La Quinta Hotel Engineering, located at 49499 Eisenhower Dr., is northwest and up- gradient of the subject site. The EPA ID Number is CAD983658907 and the waste codes are D018, D001, and D039. Circle K Store #457, located at 78110 Calle Tampico, is northwest and, up- gradient, of the subject site. The EPA ID Number is CAD981680697. The Circle K Store #457 is also listed on the UST and LUST Lists. No waste codes are listed. N init Cleaners, located at 50949 Washington, is north and up- gradient of the subject site. The EPA ID Number is CAR000001644 and the waste codes are F002, and D039. Agency information should be periodically researched for the referenced properties regarding any leaks or spills. 4.1.5) ERNS ERNS List. The subject site did not appear on the Emergency Response Notification Systems list. No adjacent - properties appeared on the list. No sites within a one (1) mile radius appeared on the list. 4.1.6) State Hazardous Sites List Cal- Sites: The California Calsites report contains information pertaining to state hazardous waste sites. The subject site, adjacent properties or any site within a one (1) mile radius did not appear on the CALSITES List. 4.1.7) State Landfill and/or Solid Waste Disposal Site Lists SZ54 i% Phase I ESA PGA West Properties, La Quinta, CA (95- 20610CA) Page 10 State Landfia.FaeUities: No solid waste/landfill facilities were listed or observed in the immediate vicinity of the subject site. 4.1.8) State PST List Owners of Petroleum Storage Tanks (PSTs) are required to register their tanks along with construction information concerning the PST system with the state agency (in this case, the Texas Natural Resources Conservation Commission (TNRCC)). Three (3) listings of underground storage tanks are recorded on the UST List for the subject. site. One (1) adjacent site and six (6) sites within a one mile radius are listed on the UST List. PGA West Arnold Palmer Course, located at 79811 Avenida 54, is on the subject site. No information reported regarding the tank. PGA West Nicklaus Private Course, located at 80202 Avenue 58, is on the subject property. No information is reported regarding the tank. PGA West Nicklaus Resort/Stadium, located at 54201 Madison Ave., is on the subject site. No tank information was available. County of Riverside Fire Station #70, located at 54001 Madison, is adjacent, down - gradient, and north of the subject property. No information is reported regarding the tank. The remaining six sites within a one mile radius are not expected to pose a significant concern of contamination due to the distance from the subject site. *VAMW r7 Phase I ESA PGA west Properties, La Quinta, CA (95- 20610CA) Page 11 4.1.9) State Leaking PST Lists The Leaking Petroleum Storage Tank .(LPST) list presents PST facilities which have reported a petroleum product, of hazardous material release of 25 gallons or more. The subject site appeared on the LPST .list. , No adjacent Oak Tree West Property, located at 79999 Avenida 52, is on the subject site. The date of release is 5/18194 and the status is reported as signed off with remedial action completed or deemed unnecessary. Foster Turf Farm, located at 81750 Airport Blvd., is on the subject property. The contamination is reported to have affected the groundwater and the case is not closed. No other facilities are listed within a one mile radius of the subject site. 4.2 Physical Setting 4.2.1) Topography The subject property ranges in elevation from approximately 60 feet above mean sea level (MSL) in the west to approximately 30 feet (MSL) in the east. The topography of the area is characterized as generally level in the developable portions of the subject property, and mountainous in the far western and northwestern portions of the site. The natural surface water feature in closest proximity to the subject site is the All- American Canal, which runs north -south through the subject property. This information was extracted from field observations and from an EDR digitized topographic map, presented in Appendix G. Soils The soils underlying the subject property are classified as Myoma- Indio-Gilman Association. The U.S. Department of Agriculture (USDA), Soil Conservation Service (SCS) Soil Survey for Riverside County and Coachella Valley Area reports that the Myoma - Indio -Gilman association is described as nearly level to rolling, somewhat excessively drained to moderately well drained fine sands in dune areas and loamy fine sands, very fine sandy loams, fine sandy loams, and silt loams on alluvial fans. Slopes are generally 5 to 15 percent. The soils are mildly to moderately alkaline. The soils have a permeability of 6.0 -20.0 in/hr, a low shrink -swell potential, a high risk of corrosion to uncoated steel 4.2.3) Geology The subject property is located in the lower portion of the Coachella Valley which is part of the Colorado Desert Geomorphic Province. The surrounding geologic structures include the Peninsular Ranges (Santa Rosa Mountains) to the West, the Transverse Ranges (Little San Bernadino Mountains and the Orocopia Mountains) to the North and East, and the Salton Basin to the South. The property is predominantly underlain by several hundred feet of lacustrine deposits and alluvial materials which are underlain by dense to very dense granitic bedrock. ZSZ54M Phase I ESA PGA West Properties, La Quinta, CA (95- 20610CA) Page 12 41.4) Hydrology Effort was made to describe surface and subsurface hydrological features associated with the site. Important groundwater parameters include depth to water table, water quality, gradient, and aquifer characteristics. Surface water parameters of interest include site drainage area and water quality. According to the "Water Quality Control Plan for the Colorado River Basin," prepared f . by the Regional Water Quality Control Board, Colorado River Basin Region (RWQCB, 1984), the subject property lies within the Whitewater Hydrologic Unit, Coachella Hydrologic Subunit, Indio Hydrologic Subarea. Groundwater in the Coachella Hydrologic Subunit is designated as having existing beneficial uses for municipal, industrial, and agricultural applications. Groundwater is generally unconfined on Coachella Valley except where. a clay aquitard present from the Salton Sea to an area west of Indio separates the deeper, confined domestic -use aquifer from a shallow or perched aquifer (RWQCB, 1984). Groundwater in the Coachella Valley flows to the southeast towards the Salton Sea. Based on information provided in the WT Environmental site assessment report, the depth to water is between 107 and 115 feet below the ground surface in the vicinity of the subject property. . According to the previous Phase I ESA by SSCI conducted on the subject property, there is no wellwater contamination in the area, and there are two naturally occurring unconfined aquifers and a shallow perched aquifer being created by irrigation in the area. The two aquifers in the valley are divided by a dike that traverses the valley around Washington Street. Most wells in La Quinta are a least 100' deep. Local agencies report that the water table has not dropped appreciably, because the bulk of agricultural irrigation is currently obtained by canal from the Colorado River, rather than from local wells. Potable water is obtained from the city of La Quinta. Correspondence with Steve Bigley of the Cahuilla Valley Water District indicated that the drinking water for La Quinta is acquired through 10 domestic water wells. The depth of the wells range from 500 to 1000 feet and the average depth to the water table is 150 feet. The general direction of groundwater flow is Southeast from La Quinta to the Salton Sea. Mr. Bigley also state that the water quality meets all EPA and state regulation for water quality, and no elevated levels of lead, copper, or other contaminants have been reported. Surface water hydrology in the area is characterized by intermittent streams and flash flooding, as a typical desert region. The natural surface water features in closest proximity to the subject site is the All - American Canal located adjacent to the subject property to the east. SS 4M Phase 1 ESA PGA West Properties, La Quinta, CA (99- ?nR1nr;A) Panp In Correspondence with Hector of the La Quinta Engineering and Public Works Dept. indicated that most of La Quinta Resort Properties is located in Flood Zone X, which is outside the 500 year flood hazard. The southwest comer of the Citrus Course and the south half of the Mountain Course is located in flood zone AO. Flood Zone AO is an area within the 100 year flood plain of potentially one foot of flooding. , 7.2 Wetlands Under Section 404 of the Clean Water Act, the U.S. Army Corps of Engineers (Corps) is mandated by Congress to regulate the discharge of dredged and fill material into waters of the United States. Wetlands, which are special aquatic sites, are jurisdictional under Section 404 as a subset of waters of the United States. The intent of the Clean Water Act is to maintain and restore the physical, chemical, and biological integrity of the Nation's waters. For the purposes of jurisdiction under Section 404, wetlands are defined as those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support and under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. However, it is important to note that some wetlands are not "wet" throughout the year (i.e. cyclical wetlands, seasonal wetlands, etc.), and care must be taken to properly identify such areas. Essentially, it is not required that a wetland be inundated or saturated at the surface year round to be considered jurisdictional under Section 404. During the inspection on October 24 -27, 1995, the property was not determined to possess wetlands vegetation or other characteristics of a potential wetlands region. 4.3 Historical Use Information 4.3.1) Chain of Title The owner of the subject property is KSL Recreation Corporation. An assessment of the cost and time required for completion of a 50 year chain of title indicated that the completion of this task would not be practical. SSCI determined that a comprehensive aerial coverage for the years 1939, 1949, 1955, 1972, 1973, 1980, 1985, 1987, 1989, 1991, 1992, and 1994 would be sufficient research to determine if any previous ownership might indicated possible environmental concerns with the subject site. 4.3.2) Historical Aerial Photographs Twelve aerial photographs which include the subject site and surrounding area were reviewed and interpreted during this study. These photos, taken in 1939, 1949, 1955, 1972, 1973, 1980, 1985, 1987, 1989, 1991, 1992, and 1994 are included in Appendix C. The aerial photos were obtained from A Better Approach in La Quinta, CA. SMM' Phase I ESA (95- 20610CA) PGA West Properties, La Quinta, CA Page 14 The following summarizes pertinent information from the aerial photograph review: 1994 Photograph (Scale: 1 " =2000'): This photograph shows the properties much as they did at the hme of the inspection. This photograph shows the La Quinta Resort Properties to be mostly developed with the hotel, golf courses, and residential. Development of golf courses are evident in the central portion. The PGA West property is golf courses, residential properties, and vacant land. The lake is present to the southwest. Adjacent properties visible in this f photograph include vacant land, residential homes, orchards, farming and mesquite to the north, south, and east, with mountains and residential to the west. 1992 Photograph (Scale: 1 "= 2000'): This photograph shows the La Quinta Resort Properties to be mostly developed with the hotel, golf courses, and residential . Development of golf courses are evident in the central portion. The PGA West property is golf courses, residential properties, and vacant land. The lake is present to the southwest. Adjacent properties visible in this photograph include vacant land, residential homes, orchards, farming and mesquite to the north, south, and east, with mountains and residential to the west. 1991 Photograph (Scale: 1 "= 2000'): This photograph shows the La Quinta Resort Properties to be developed with the hotel, golf courses, and residential . Development of golf courses are evident in the central portion. The PGA West property is golf courses, residential properties, vacant land and orchards. The lake is present to the southwest. Adjacent properties visible in this photograph include vacant land, residential homes, orchards, farming and mesquite to the north, south, and east, with mountains and residential to the west. 1989 Photograph (Scale: 1 "= 2000'): This photograph shows the La Quinta Resort Properties to be developed with the hotel, golf courses, and residential . Development of golf courses are evident in the central portion. The remainder of La Quinta Resort Properties is isolated residential homes, mesquite, farming, and orchards. The PGA West property is vacant land and orchards. The lake is present to the southwest. Adjacent properties visible in this photograph include vacant land, isolated residential homes, orchards, farming and mesquite to the north, south, and east, with mountains and residential to the west. A S� Phase I ESA PGA West Properties, La Quinta, CA (95- 20610CA) Page 15 1987 Photograph (Scale: 1 "= 2000'): This photograph shows the La Quinta Resort Properties to be developed with the hotel, golf course, and residential in the northwest section. Development of golf courses are evident in the central portion. The remainder of La'Quinta Resort Properties is isolated residential homes, mesquite, farming, and orchards. The PGA West property is vacant land and orchards. The lake is present to the southwest. Adjacent properties visible in this photograph include vacant land, isolated residential homes, orchards, farming and mesquite to the north, south, and east, with mountains and residential to the west. 1985 Photograph (Scale: 1 "= 2000'):. This photograph shows the La Quinta Resort Properties to be developed with the hotel and golf course in the northwest section. Initial development of a golf course is evident in the central portion. The remainder of La Quinta Resort Properties is isolated residential homes, mesquite, farming, and orchards. The PGA West property is vacant land and orchards. The lake is present to the southwest. Adjacent properties visible in this photograph include vacant land, isolated residential homes, orchards, farming and mesquite to the north, south, and east, with mountains and residential to the west. 1980 Photograph (Scale: 1 "= 2000'): This photograph shows the La Quinta Resort Properties to be developed with the hotel and golf course in the northwest section. The remainder of La Quinta Resort Properties is isolated residential homes, sand dunes, mesquite, farming, and orchards. The PGA West property is vacant land and orchards. The lake is present to the southwest. Adjacent properties visible in this photograph include vacant land, isolated residential homes, orchards, farming and mesquite to the north, south, and east, with mountains and residential to the west. 1973 Photograph (Scale: 1 "= 2000'): This photograph shows the La Quinta Resort Properties to be developed with the hotel in the northwest section. The remainder of La Quinta Resort Properties is isolated residential homes, sand dunes, mesquite; farming, and orchards. The PGA West property is vacant land and orchards. The lake is present to the southwest. Adjacent properties visible in this photograph include vacant land, orchards, farming and mesquite to the north, south, and east, with mountains and residential to the west. 1972 Photograph (Scale: 1 "= 2000'): This photograph shows the La Quinta Resort Properties to be developed with the hotel in the northwest section. The remainder of La Quinta Resort Properties is isolated residential homes, sand dunes, mesquite, farming, and orchards. The PGA West property is vacant land and orchards. The lake is present to the southwest. Adjacent properties visible in this photograph include vacant land, orchards, farming and mesquite to the north, south, and east, with mountains to the west. SAS" Phase I ESA PGA West Properties, La Quinta, CA (95- 20610CA) Page 16 1955 Photograph (Scale: 1 "= 2000'): This photograph shows the La Quints Resort Properties to be developed with the hotel in the northwest section. The remainder of La Quinta Resort Properties is isolated residential homes, sand dunes, mesquite, farming and orchards. The PGA West property is vacant land and orchards. The lake is not present to the southwest. Adjacent properties visible in this photograph include vacant land, orchards, farming and mesquite to the north, south, and east, with mountains to the west. 1949 Photograph (Scale: 1 "= 2000'): This photograph shows the La Quints t Resort Properties to be developed with the hotel in the northwest section. The remainder of La Quinta Resort Properties is isolated residential homes, sand dunes, mesquite, farming and orchards. The PGA West property is vacant land and orchards. The lake is not present to the southwest. Adjacent properties visible in this photograph include vacant land, orchards, farming and mesquite to the north, south, and east, with mountains to the west. 1939 Photograph (Scale: 1 "= 2000'): This photograph shows the La Quinta Resort Properties to be developed with the hotel in the northwest section. The remainder of La Quinta Resort Properties is sand dunes, mesquite, farming and orchards. The PGA West property is vacant land and orchards. The lake is not present to the southwest. Adjacent properties visible in this photograph include vacant land, orchards, farming and mesquite to the north, south, and east, with mountains to the west. 4.3.3 Historical City Directory Abstract Environmental Data Resources' (EDR) historical city directory abstract found no listings for the subject site or surrounding properties in their search of fire insurance maps available through the Library of Congress, University Publications of America, and various public local sources. 4.4 Additional Record Sources Local Health Department - Effort was'made to contact local agencies regarding any adverse environmental conditions at the PGA West property. Correspondence with the City of La Quinta, Code Enforcement Section, revealed that a large dumpsite was located in the southeast Quadrant, west of Madison Avenue. The City's Code Enforcement Section turned it over to the County Environmental Health Department two years ago. No information was available from the Environmental Health Department (See Records of Communication, Appendix F). Local Health Department - Effort was made to contact local agencies regarding any adverse environmental conditions at the La Quinta Resort Properties. Correspondence with the City of La Quinta, Code Enforcement Section, revealed that no records of any health violations or complaints (See Records of Communication, Appendix 17. ,ems AS� Phase- I ESA PGA West Properties, La Quinta, CA (95- 20610CA) Page 17 Local Fire Department -Information regarding fires or spills can be obtained from the agency revi ew. f.: r�AV' Phase I ESA PGA west Properties, La (95- 20610CA) P Quinta, CA Page 18 5.0 Information from Site Reconnaissance and Interviews The subject property was inspected on October 24-27, 1995 by Mr. Chris Lovett of Separation Systems Consultants, Inc. The ' site inspector walked the perimeter of the property, examined current operations, inspected the interior of the buildings on site, and visually inspected all adjacent and nearby properties. 5.1 Hazardous Substances and Identified Uses f.. • Located at the Clubhouse Facilities are three flammable materials storage lockers; two used at the PGA West Clubhouse and one at the Resort Clubhouse. No hazardous materials were noted at these facilities. All MSDS sheets were observed to be posted. Floor drains in the cart storage area drain wash water from the battery- powered golf carts. The rinse water is discharged into a sand and grease trap. Grease and oil is collected in the trap, and the water is discharged into a nearby surface pond. Water in the surface pond is used to irrigate the golf course. Each clubhouse has a sand and grease trap that recycles cart rinse water. • Two 500 gallon underground tanks are located at the Palmer Course. Minor surface hydrocarbon staining as a result of leaky vehicles and equipment was observed on the concrete surface between the old and new maintenance buildings. A storm drain present south of the old and east of the new buildings drains to a grease trap. Oil and grease is retained in the grease trap and water is discharged to a surface pond on the Palmer golf course where the water is used for irrigation. • Motor oil is stored in a dispensing unit in the northeast corner of the old maintenance building. A metal trough provides overspill collection from the oil dispensers. A Safety- Kleen unit containing naphtha is also present in the building for the purpose of degreasing equipment and vehicle parts. • A wash basin is located in the old maintenance building and discharges to the outside. A bermed waste material storage area is present outside of the northwest corner of the building and contains drums of waste oil and antifreeze. Waste materials are picked up by a recycler every month. The eastern side of the old maintenance building contained empty 55- gallon drums. • Pesticides, fungicides and herbicides are stored in a vented room in the new maintenance building. Three 500 - gallon underground storage tanks were located at the western side of the facility north of the new maintenance building. The new tanks were pressure tested in 1989 prior to beginning operation. • The Nicklaus Resort and Stadium Courses Pesticides and herbicides are stored in a secured vented room. Two Safety Kleen units are present in each building. Oil dispensers in each building have containment pans beneath them to contain spilled oil. Waste storage areas outside of the buildings are bermed to contain spillage or leakage of materials from 55- gallon drums. Three 500 - gallon underground tanks containing diesel fuel, unleaded gasoline and leaded gasoline were present at the facility. A leak detection system and vapor recovery is in place. Staining was observed on the. soil surrounding the waste oil storage area. Numerous drums were stored outside the waste oil collection area. The majority of the drums were empty oil drums. AV" S &M Phase 1 ESA PGA West Properties, La Quinta, CA (95- 20610CA) Page 19 • One Safety Meen unit is present in the building for degreasing equipment in the Nicklaus Private Course. Waste materials are stored in 55- gallon drums within a bermed area to contain leakage or spillage of hazardous materials. Three 500 - gallon. underground storage tanks donating diesel fuel, unleaded gasoline and leaded gasoline were present. A leak detection system_ had been installed. Four water wells are use for irrigation. • All of the maintenance facilities were noted as having separator systems in the machine washdown areas. The separators remove solids and petroleum products from the rinsewater that is released through them. The systems are cleaned out on a regular basis and the waste generated is handle f along with the waste oil materials. • Three tanks were identified at Foster Turf Farm. The 500 - gallon underground gasoline storage tank, associated petroleum impacted soils, a 300 -gallon aboveground waste oil tank, empty drums, and an abandoned 300 - gallon steel tank that were located along the eastern portion of the property had been removed since the previous Woodward -Clyde (WWC) report. Soil staining was observed next to the concrete pad supporting the above ground 500 gallon diesel tank at the Foster Turf Farm. The secondary containment for the AST was observed, at the time of the inspection, as having a drain port in the bottom. The plug for the drain was not found to be in place or did not appear to have been in place for. some time. All materials that drained into the secondary containment flowed out of the drain onto the surrounding soils. The waste oil storage area is located along the eastern side of the fertilizer storage building. No significant staining was observed at the time of the inspection. The chemical storage area that was identified in an earlier report was no longer there and all chemicals were stored at another facility of the subject site. One water well was observed on the property and a holding tank for irrigation purposes was located adjacent to the well, along with several large liquid fertilizer tanks. Four 55 gallon drums of gasoline were observed improperly labeled and stored. Two 55 gallon drums of oil were also observed as having no secondary or spill prevention associated with them. • The Oak Tree West Property is comprised mostly of land whose current and past historical use has been agricultural. Five (5) office buildings and a parking structure are located on the northwest portion of the property Along the west boundary of the Oak Tree West property, is a dirt road which is approximately 1/4 mile .of trash, consisting primarily of landscape debris, construction rubble, and household trash and appliances. Surface soil conditions could not be observed. 5.2 Unidentified Substance Containers No unidentified substance containers were observed on the subject .property at the time of the site inspection. All containers were labeled. Phase I ESA PGA West Properties, La Quints, CA (95 -2061 oCA) Page 20 5.3 On -site Storage Tanks The following facilities were noted as }saving petroleum storage tanks at the time of the inspection: Stadium & Nicklaus Resort Maintenance Facility (contained two 500 gallon USTs) Palmer and Nicklaus Private Maintenance Facility (contained two 500 gallon USTs) Tom Weiskopf Maintenance Facility (contained one 1,500 gallon UST, divided into three f separate compartments) Foster Turf Farm (contained one 500 gallon AST) Sunrise Mortgage Property (contained one 500 gallon AST) 5A Indications of PCBs PCBs are toxic and are found in coolant or lubrication oils. used in some electrical transformers, I light ballasts,. electrical panels or other similar equipment. The PCB content in electrical transformers has been divided into three categories by the EPA. Those units which contain less than 50 parts per million (ppm) of PCBs are defined as NON -PCB. Units which contain between 50 ppm and 500 ppm of PCBs are defined as PCB - CONTAMINATED. Units with a PCB content greater than 500 ppm are classified as PCB- CONTAINING. Numerous pole- mounted and pad- mounted electrical transformers were observed on the subject site at the time of the site inspection. Correspondence with Leman Murphy of the Imperial Irrigation District stated that information regarding PCBs in specific transformers any be acquired if the transformer I.D. number is submitted (See Records of Communication, Appendix F). A previous Phase I report indicated that Imperial Irrigation District previously replaced the PCBs in the on -site transformers with mineral oil. No leakage or staining in conjunction with any transformers was observed. All appeared in good condition at the time of inspection. SSCI advises that any leakage be reported to the utility company as soon as it is detected. 5.5 Indications of Solid Waste Disposal Refuse and debris has been dumped along a 0.25 mile portion of a dirt road that runs along the west boundary of the Oak Tree West property. The dumped material consist primarily of landscape debris, construction rubble, and household trash and appliances. Surface soil conditions could not be observed. 5.6 Physical Setting Analysis, if migrating Hazardous Substances are an issue The property does not appear to contain any migrating hazardous substances at this time, nor was any evidence encountered to suggest that hazardous substances migrated from it in the past. ,S.rSC Phase I ESA PGA West Properties, La Quanta, CA rac;_2nainrn1 Panp 91 5.7 Asbestos - Containing Materials (ACMs) A non - comprehensive asbestos survey was conducted on October 25 -27, 1995, as part of the Phase I ESA. The purpose of this survey was to identify potential friable (easily crushed or pulverized by hand pressure) and non - friable asbestos- containing materials (ACM) used in construction of site improvements. Samples were collected in accordance with U.S. Environmental Protection Agency (EPA) guidelines, and analyzed for the presence of asbestos by Polarized Light Microscopy in accordance with EPA protocol. Analysis was conducted by Northwest Envirocon of Houston, Texas (NVL.AP Accreditation Code # 2008). One (1) / ceiling texture sample were found to be asbestos - containing. The ceiling texture sample was taken in the Palmer maintenance facility. The sampled was found to .contain 4 -9% Chrysotile in the ceiling texture. There was approximately 3,600 square feet of asbestos. containing ceiling texture. A sample of brown linoleum from the Kennedy Ranch kitchen was identified as containing 10 -30% .chrysodle asbestos (approximately 350 sq.ft.). The materials appeared to be in good shape at the time of the inspection. Additional information can be found in Appendix J. Number of Friable ACM Samples: 0 Number of Non- Friable ACM Samples: 2 Number of Non -ACM Samples: 8 Total Samples Collected: 10 The materials that were sampled for this survey were representative of all suspect material on site and included: textured ceiling, ceiling tiles, floor tiling, wallboard, exterior stucco, pipe wrap, insulation, and roofing materials. The laboratory results of the non - comprehensive asbestos survey are presented in Appendix I 5.8 Lead -Based Paint (LBP) Determination Painted materials were analyzed in the field utilizing "Lead Check" swabs. All test results were negative for lead based paints. 5.9 Radon Gas Radon, specifically, radon isotope -222, is a colorless, odorless, tasteless radioactive gas that is produced as a natural decay product of uranium. Because uranium and radon occur in varying amounts in rocks and soil, radon is present in all the air that we breath. Due to its radioactivity, numerous studies have shown that at elevated levels there is a link between radon and lung cancer. Anyone living in a building with elevated radon concentrations may have an increased risk of contracting lung cancer over a period of years. Laboratory analyses from a previous phase I study of the subject property indicate that radon concentrations for the subject property do not exceed the EPA standard of 4 pCi/l. .�� C W aw- Phase I ESA PGA west Properties, La Quinta, CA (95 -2061 oCA) Page 22 f.- 1 5.10 Drinking Water Quality The U.S. Environmental Protection Agency (EPA) has established contaminant concentration action levels for many toxic substances found in drinking water. According to 40 CFR (Code of Federal Regulations), Section 141, dated September 3, 1993, the current EPA action level for lead in drinldng water is 15. parts per billion (ppb), or 0.015 milligrams of lead per liter of water (mg/Q. Lead in drinking water testing was conducted for this assessment. Representative water samples were retrieved from the bathroom faucet of in the Palmer Maintenance Facility. A static sample of the first water taken from the faucet was submitted as sample #1. Sample analysis indicates a lead result of <0.001 mg/L. This concentration is below the present EPA action level of 0.015 mg/L.. After allowing the tap to run for several minutes, a second dynamic sample was taken and designated as sample #2. This returned as a lead concentration of <0.001 mg/L, which is also below the current EPA action level. A copy of the Lead in Drinking Water Data Sheets are provided in Appendix J. AS`A rti Phase 1 ESA PGA west Properties, L Quinta, CA (95- 2061OCA) Pace 23 f.. 5.11.1 Any Other Conditions of Concern 5.11.1) Pits, Sumps, Dry yells and Catchbasins Washdown areas at each of the PGA West maintenance facilities was noted as having a materials separator system to remove the solids and petroleum from the rinsewater that is released through them. The systems are regularly cleaned out and the removed materials are handled along with their waste oil products. No other pits, drywells or catchbasins were observed on the subject property at the time of the site inspection. 5.11.2) Storm Water Drainage No activities conducted on the subject property require that the subject site tenants comply with the National Pollutant Discharge Elimination (NPDES) General Permit.at this time. 1 5.113) Soil Discoloration Approximately 150 square feet of stained soil was found around the 500 gallon AST located on the Foster Turf Farm. Several small areas less than two square feet were observed as being impacted by petroleum products at different locations at all of the maintenance facilities. Surfacing materials were noted as being stained with oil and fuel at all of the maintenance facilities. 5.11.4) Other Potential Issues No other issues of environmental concern were identified in the preparation of this report. AP' .�. Phase 1 ESA PGA West Properties, La Quinta, CA (95- 2061OCA) Page 24 6.0 Findings and Conclusions The subject property is a large operating facility. The comments made in this report refer primarily to housekeeping and operating procedures. The property does contain several potential liabilities; however, if the proper procedures are followed, general maintenance maintained, and testing performed regularly the subject site does not pose a significant environmental liability. / Conclusions: According to available records, underground storage tanks at the golf course maintenance facilities are in compliance with county, state and federal regulations. The nine underground tanks at the maintenance facilities at PGA West are permitted, and passed precession testing performed at the time the., tanks began operation. The Woodward -Clyde report, dated May 1993, reported hydrocarbon surface staining at the underground gasoline storage tank at Foster Turf, and a floor drain in the old maintenance building at the Palmer Course maintenance facility. Initial soil sampling of six wells of the Foster Turf indicated elevated levels of hydrocarbons. Subsequent sampling in February of 1993 indicated that benzene and toluene concentrations were below the required cleanup levels, and BTEX were not detected in the other five wells. SSCI removed a 500 gallon LUST from the facility and removed the impacted soils associated with the tank. The Woodward -Clyde investigation of the maintenance building at the Palmer Course facility indicates petroleum hydrocarbon contamination was limited to the interior of the pipes in the vicinity of the floor drain. The joints in the piping had not leaked; therefore the drain was removed, the excavation was backfilled, and the northern pipe was sealed with concrete. Upon surveying the site the above description of activities appeared to be true. The filled drain was observed on the interior of the building with no staining around the area to indicated improper storage or dumping. The area described as the outfall for an interior wash down was not observed during this report. The area around the building did not appear to have been effected from any release. The asbestos survey performed by Woodward -Clyde indicates that the sprayed on ceiling of the maintenance building of the Palmer Course facility contains 1- 4% asbestos containing material (chrysotile). SSCI resampled the area to confirm its presence and to evaluate its condition. The material covers approximately 60'X60' (3,600 sq.ft.) of the ceiling, and was noted as being in good shape. Additional sampling of materials that were not sampled by Woodward -Clyde in the previous report indicated that approximately 350 square feet of 10 -30% asbestos containing linoleum (chrysotile) was located in the kitchen of the Kennedy Ranch portion of the property. Recommendations: PGA West: Hazardous material storage and handling practice meet acceptable standards at the golf course maintenance facilities. All of the maintenance facilities were noted as having waste oil storage areas with secondary containment; however, all of the facilities were noted as needing improvement around these areas. The area surrounding the waste oil collection area should be kept clean and orderly. All materials that are not being used should be disposed of in the proper fashion. f The waste oil storage area is located approximately 8 feet from one of the water wells located on the property and the USTs are located approximately 200 feet from the water well. Significant unauthorized dumping of trash is located along the 114 mile western boundary of Oak Tree Property. Most of the trash appears to be landscape debris, concrete rubble, and household trash. Soil staining next to the concrete pad supporting the above ground diesel tank at Foster Turf indicates the presence of possible surficial soil contamination. The secondary containment was noted as being constructed with a drain hole in the bottom. The plug was not in place and did not appear to have ever been in place. Any diesel release into the secondary containment will drain onto the surrounding soils. The PGA West golf course maintenance facilities should take precautions to prevent the release of petroleum product from leaking machines onto surfacing materials. Small amounts-of stained soils were observed surrounding all of the waste oil collection areas. These areas should be sampled and the impacted soil removed and properly disposed. The area surrounding the waste oil storage should be kept in a clean and orderly fashion. At the time of the inspection this area was used for the storage of miscellaneous materials that should be disposed of in not being used. The waste oil storage area at the Tom Weiskopf Maintenance Course maintenance facility should be relocated away from the adjacent well, and tank tightness testing should be performed on the UST system located within 200 feet of the water well. Foster Turf Fawn: The soil around the 500 gallon AST should be tested and remediated according to regulatory requirements. The fueling area should have a concrete slab pored to minimize soil contamination during fueling. A spillage containment pan should be placed beneath the 55 gallon drum oil dispensers to prevent spillage onto surfacing materials and soils. s Secondary containment should be constructed for the 4 drums of gas that are stored on the property for use with farm equipment. Oak Tree West / BLM Property: Large quantities of debris were noted along the western edge of the Oak Tree West, Property.. The majority of the debris appeared to be old, however some recent dumping was noted. Efforts should be made to eliminate uncontrolled access, and minimize any additional dumping in portions of the property that are not being utilized. A one thousand gallon steel tank was observed on the northwest comer of the All American Canal. The tank was empty and no staining was observed. The tank is unoperative and should be removed from the property and properly disposed Kennedy Ranch: The asbestos survey performed by Woodward -Clyde indicates that the sprayed on ceiling of the maintenance'building of the Palmer Course facility contains 1- 4% asbestos containing material (chrysotile). SSCI resampled the area to confirm its presence and to evaluate its condition. The material covers approximately 60'X60' (3,600 sq.ft.) of the ceiling, and was noted as being in good shape. Additional sampling of materials that were not sampled by Woodward -Clyde in the previous report indicated that approximately 350 square feet of 10 -30% asbestos containing linoleum (chrysotile) was located in the kitchen of the Kennedy Ranch portion of the property. The linoleum was found to be in good condition. For all buildings constructed prior to 1980, SSCI recommends that a Comprehensive Asbestos Survey be performed before any renovation or demolition occurs. SSCI further recommends an Operations and Maintenance (O & K Plan be implemented immediately for all asbestos containing materials. �r S� Phase I ESA PGA West Properties, La Quinta, CA (95- 20610CA) Pave 27 7.0 Qualifications of SSCI Environmental Professionals Ms. Helen L Hodges Mr. Douglas W. Jackson, C.EY, R.E.M. Mr. Chris Lovett Ms. Russlyn Mason Mr. David Teixeira •SM" Phase I ESA (95- 20610cA) Senior Management Review Manager of Operations Environmental Specialist Environmental Specialist Technical Support PGA west Properties, La Qninta, CA Page 28 f- 8.0 ApPenrdkes Appendix A Site Wing . Appendix 18 Area Map Appendix C AerW photograph Appendix D Site otographs Appendix E Legal. Description Appendix F Records of Comnlwucatio Appendix G n Regulatory Documentation Appendix H Contract Appendix ,I Licenses and certificates Appendix J Laboratory Analysis APPENDIX A Site Drawing 4Pp ,6AZijX a Area ma . 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Cirw w-..� 7r V on 1 c .-r 4 M.wr� I c 14 1/•ir1.1 COUNT Rr C u6 �Iw i — VAL iw.. :- a gluX hwt Olt •WOW LY QUINTA i s c L rTaE CLU �TI�•- � to _ J op— (- _ A f SANTA ROSA UNTAINS ' NATIONAL SC IC AREA M. il.M,w.7,A. +M.+ M .M I1y wAn IIti ir+.ir• 1 16 1 Go rn•f wWl w Gm..r C-ld; OM Ia a rrf r POINTS Of INTEREST .• r.. O,�r r r♦r i..• M iaw w�. 7•.r Or•... \.. f..� v 4 i.rr..� O� � 7 .�a�. Cr a Yr.wl+b A->rwC+r(w •w.,�.b If ,T rria M M V 01 �..w •r ra .rr.r�. VD7. • � V ...rw r...� ems. er r tw.� tw r C] w... w N +.r q Oa 1 ti. V w �+r .�, 0a COq a.n b rtr►7+.. •• �.. Y� C.- G. Ci ti ti+m+• b is +++.. a.�t.r.+. �... �..7.-- C- •a C/ +r,11 N rr +..r w •.a io+ Y.r Cw. Cr Cam. • ti.+r ��r, r. Cw +iwe ,+ •T b u G +.w r.�.0 i• .C�.rr C• • w.. w .. s �. c.-..r . e.. N Gr e. • �4 rq >...•.. r~ •1 w.� ,-� Ct awr r� b N err A.- /0 C• • a•. r..b I M +n.. C++�..+�>n tir�-in C7 .��Grr -rb ..r 4w+ aJ ..� +ern w. _ 1 r ti t.� r+ •L Vf r� ti- M . i •..+rr b M Ow+ w r , w 0+7 t-� . A..+� C 7 ti1r.� GJ r --r 4 rr G. Cirw w-..� 7r V on 0- r, M �.w� +- ..� ti•� r V .-r 4 M.wr� �w� N J •wr.+Ir�. b MI ql Ar a+.. Cir,r • Cr..+.+ .• ti fw�. ,r. Or Ci r.� V r M r•+�4 w�++f w.. b �. b + N N ti OaW Lr V V A- f -r A+ 0711 • r r Y. .. M ti. Oaw C.+ Cr ti f.�n �I ��+ �� V �. l .+. yl�.. f. V a.r Ord. •O �. A- Or• Cw- w F,G. ti-,.-P b O- P M •L ��,r. M V G• Ors+• M , q C, 1 r� t♦ C, • • Go rn•f wWl w Gm..r C-ld; OM Ia a rrf r APPENDIX C Aerial Photographs tia is . :/+ Sri ._: ,, • ; - .. ?-� , ..� ''�:� f:t�'gs�•" • 'a. a4 e' t.\V� lb e' , E-f� �K yr ., I,..,._. -, ?;t' . w.. '' .i .. py �}'1�, ^ ' r: � j :' '; ^.:�'• 'r • '' � f ' �3 . •r�N. { '. .r � � �'. CIO: a�.•,':{:w.l. � ! ' 't'.t..� . l 1 A "'' 1 ' ' � •) � r I` . •,+ � .. � � � • �' � ��', � �4t.+ ..e �'R:t :-�� .. � ' .�� `fit:. �" r �•. �'♦ .{..0 .n.I..a.. 1 : 7•'r• • ' � , I : 'lye . f,.•; �,. ' r'i.t'Ji ':I,• _ .'. ' r,:a't,� �\ !Mi•' .I`f 1' i 14!i� ���' • 1ay� 1, i •� , . �. t ,.j,j, r . . 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'�'^i?� . •I,'. -� •'' Vii. , , �•r/ S• —' t -� i t i '� (�.. <wv _ mow• �.:` : u ` +�"�•lCo is Jew— IM 4LAr — ' -• .�, i. ` � �•i �..�� ' t� Yom' �� : - ~ Y= +-� �� �i ��.[i �q a t � Ls eeaG�tII¢ � •' � r FP13 'm zr LX � � r ' � � _ }�'i. � • .� • { is 'w , - . ' � • • • • a - '�':.c'.Y :r' _ ...iii;- �, 1rr1 WIN MAO t Pa If j v moos lk- - a•ca;• -J•;,� - •.v .... __ .�.� - sir.... f : F S, I . . �t \ � • �' i .. as _�y �� •� Z 3�i%��- •:_ •. � ��� '� i .� � ''_ '•,`•r`- ail... -. ` s o a _ . :� •ems. t 0 CID IF vq 13 �.t t .�• - {•� {�• i�`u .��Nd��� � �• ..Mend ` t'+ � ^ •�. t _ AV- 4T 1 i r ( • F, 19 f APPENDIX D Site Photographs r.: PLATE 1 TOP View of 1000 gallon tank on Oak Tree West Property. BOTTOM II'iew of debris along west side of the Oak Tree West Property. 4=P • S Phase I ESA PGA West Properties, La Quinta, Ca (95 -2061 OCa) Q as 1 t XL _ 1 J. PLATE 2 TOP View of asbestos containing linoleum in the Kennedy Ranch kitchen. BOTTOM View of asbestos containing spray on ceiling texture. S� Phase I ESA PGA West Properties, La Quinta, Ca (95- 20610Ca) f TOP BOTTOM PLATE 3 View of AST located on the property occupied by Sunrise Mortgage. View of Waste oil storage area and surface staining at Stadium & Nicklaus maintenance facility. .�.�% Phase'I ESA PGA West Properties, La Quinta, Ca (95 -206 t OCa) s' r PLATE 4 TOP View of 500 gallon AST located on the Foster Turf Farm and the associated diesel impacted soil. BOTTOM View of improperly stored gasoline located at the Foster Turf Farm. ASSCi Phase I ESA PGA West Properties, La Quinta, Ca (95- 20610ca) f` f" APPENDIX E Legal Description FILE NO. 59232 -CT EIHIBIT °B" KSL PGA WEST CO RATION, A DELAWARE CORPORATION, AS TO PARCELS 26 THROUGH 47; KSL LA QUINTA. HOTEL •�CORPORATION, A DELAWARE CORPORATION, AS PARCELS ,,�,g' - i & GH so "KSL PGA WEST CORPORATION, f A DELAWARE CO ORATION, L •CORPORATION, A DELAWARE CORPORATION, KS CORPORATION', A DELAWARE CORPORATION AS TRUSTEE AND NOMINEE UNDER LAND TRUST AGREEMENT (PETE DYE LAND) DATED DECEMBER 22, 1993, AS TO PARCEL 51, KSL PGA WESTV CORPORATION, A DELAWARE CORPORATION,.AS TO AN UNDIVIDED 9 �4mINTEREST, AS TO PARCEL:II =C;f KSL PGA WEST CORPORATION, A DELAWARE CORPORATION, AS TO` AN UNDIVIDED 39.7% INTEREST, AS TO PARCEL 11D; KSL LA QUINTA HOTEL CORPORATION, A DELAWARE CORPORATION, AS TO PARCELS 52 -119 i� 3 :;IS 1111 all 1111 ? +IEi i;i tSSCSSrtri tt +1►Sis !1111. 111 .I;Slllfi IS 1SSt)rtIt FOR 111 1/171/11 41 iN; 9111 S1911. 1!Siffti'i *W,( Is 1111 119i co111!l 11111 �t::+i ILI -�lill 61.I1'1•t)sz; Slr! OIOIrIrttS. ........ 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IY3: f • 1• ' U. j1 ;r /i!t Cta++ly. C71i1. Ili tfv. fa :s:3 r' Q 14 M • -1 � s) I�9 . ' c� I .. I i -) - I r r► a1 a1 l V I -1 1 11. •' r1..r •r �A ;; fD •• V 1 •- t:l rf ff1111 ••J .ft1 rte. •� .�. •fY .1...�1 •w:y i w •- •a .s ff /If•1 q• , r. Lo c� I .. I i -) - I r r► a1 a1 l V I -1 1 11. •' r1..r •r �A ;; fD •• V 1 •- t:l rf ff1111 ••J .ft1 rte. •� .�. •fY .1...�1 •w:y i w •- •a .s 631- 82 d!t•.6 , fL1R. SW I/4 SEC. •36 , 1 5S. , R. 6E. J Jufssw.rr ,VWPVJO .altar K a• =; f a O I .114 -log r �o P r� Ml -- t ...•, O6 /1 . ,H• N •1 � • �,ti• �'�� / � ~/ rte+• Ji '• ti• •:/� ,ri ?� . (D.10 � lot • 1 i� ar '•. ��Jo a /� © •s' Iff 04. s f '1 �• V tot L St j • t' .I►11 Jl w•e .•• .a � Z to, c �-- 1 :, a/ — i ter c Lot W J. Sal Lot _ J M8 228193 -99 rrtr! Ab 13217 ASSESSORS MAP at 6J1 x&V A/vE #S.nE CaNrr, Cst Ir rv.va IS91 M. 769-46 769 -V SAC t no "5J 0.0000 05 TOII r0 Mfrro 7 Ia/A II JZ p a1 >o ,II lr'J1 lump i �0 At 0.ON. p S'e wl� I ' a VI fllfF t 1 T. R.A. OZ O-016 6 POR. NW 114 SE6 t T6 S. R. 7 E. 2/ . � o/a61 91,AJ •I,I a f09L.� ` . '•'D�•• IF t! -t. Ji LS1 1.•t/ ,/LI/ •. Iff.1 s . 14 1 MO f I sra1. ^ e •`� ,I f' ?0.11 �', /I If )01.01 /111• .•fls IL 1 • 0 n v I,,,•�C �'.1fsf 4 Port/ I •• n w ± �t I � • /2 4111 B.225/P9 -31 Pact No. 24890.9 /A. B. 225/ 28 - M rrocl No 24890 -8 is R 7/0/38 -53 rroc/ Mo.2489.9 „t. is PCr rms YtP a /Q• AssrssA cNr Puoposes avt r /J BIJt •7c /t ., I� Ir1•. O 07 L ll,. J JI ,�f•i ISO 4 se s fL' � µ 8111 's.J,a. .•eLYSa • / 1 fait .1 ►` rf 1 ,lei ts'a S 4 f• ` I� ,•11� 1 � �1' O ,.r O Ir 8,/10.1 w •.1 .. �, •J-. ' t . ♦.rJ.. . wl a Pub a. Efa Q i ` iJ .Role f 3 a•: O I,.I Per I < <♦ O \ ` 'X « III Or a•, I••paf fC. Iw. wy I i Iq fffl: AR •• •.� • 1 f. t Poe 23 . • c Cr . I "J,•� ar• _ 1 / t v r• t t • . • t / 17 606 jo al /►SSfSSORk AMP AA' 169 129 .1/ 53/ -30 T. R. A. oio -00 por of N. //2 of SEC, 36 T.5S. R.6E. { ""It d fog I 1 I Attrllormf RWAW eke �. 623 V 3S tirr 1_ri is curbs •• . • Apt I 's M 2 anrAe- O d OlVA r a N _ 34 u ' Dole. - .al rii » /##.5MJ, M. B. mo/66 -6r Trod No. 14496 co �u AS;f'E�Sn1T'S MAP olC QJ/ PIS.!? APR IM.? - 631 -36 T.R.A 020 -0 8 rrt Is /aoue Mew 10 t 20 °- 0 °0°6° N. 112 of SW. 114 of SEC. 36, T. 5S.,R.6E. +:tasMfVr A. PWI 0~ 020 -0/7 M LOr L y Iw Lori . F-4 09&&.m Our srecfr/ O a.corr •.•� NM fLOA / �•rY fir'• S \ CAL �. .'. I. •. \ ` 7T —y fir. �A O .0.r mi 3•,/ s 16023 � � M. B. /58/32-35 M N0. 18765- I CU47145 -✓r2 3e t 114 t« ALB. 14016Z-63 riot/ No. 14496-5 �sFC. Jl Al B. 140164 - 65 rroc/ No. 14496-6 0010. a L.0., *IS iiJf M.B. 140166-67 14496 L.L.�•.../n At 8. 148121-22 • 19765 -2 CM52179 -87 .43�fSJiC1R'S A/IP BK 83/ A4 36 taw./.. RIVERS /DE CaWrr. GL /f. tt. /nE cv Ar 1967 .. J i f .• . off BALM w, 9%P rte' so 84P I �vEr f � 1.114.• Mot 041 mc *0 IV •1 I, �: a. •�. , L t.Il As 1 M 0.,a i � . .• «., Q , C lu • rI. ir.. O III o -\ r..• I I ; a 72 Q..T>� 5 Vol J/ ,.e•l ` ' . .. 'r -Y. "LfJ, s +•• I . Q C : i O.OI..CS L l s r•lI 11 ,./•P =� _O \~ '? \ QCM 1.Ji Aa .1400% C 4,f it u .Y.I J w.bJ /.l� ne w./... !•.•i1 Q � . : % . .I tr No,-* ...Y •% � � M ��• 0 cr LJY rAC. n 110!1 Q V I 'e.. • a14 s ,0.L N L « oo ti,.o,s O .0.r mi 3•,/ s 16023 � � M. B. /58/32-35 M N0. 18765- I CU47145 -✓r2 3e t 114 t« ALB. 14016Z-63 riot/ No. 14496-5 �sFC. Jl Al B. 140164 - 65 rroc/ No. 14496-6 0010. a L.0., *IS iiJf M.B. 140166-67 14496 L.L.�•.../n At 8. 148121-22 • 19765 -2 CM52179 -87 .43�fSJiC1R'S A/IP BK 83/ A4 36 taw./.. RIVERS /DE CaWrr. GL /f. tt. /nE cv Ar 1967 i 769-05. r r. a. opo_ oP1 S 2 NE 4 SEC. 6 T. 6S. R. TE. �� -'-,.. _•• - p b btefdod H �n eb b bnM�O (',p.T � Q¢ � /. a: ujt+ r• t: c: ��.:: Ur��Q •�esststtrtaclw:rr.0'.ion.C: i l * � A.. Ile /•i " _ � i • lA• M' . A•ee' a\ nati 000• , O 1 06 MAP SE E a 8 0 M J p. MA SEE SEE 3 4\ Or Ah f - AI.1fe /I. F. eN WO "e/f. � • 18.00 r Ffd. /9167 !3 PAC 160141 -42 Pate/ Mop Mo. 24837 NIII IIlI /Il /bI. PIS s O 4.vur rfPrr .. N/�R I4.1 II.f/ AI 12=7.14 /2 ms Aup Is Jr*R AsstlsMlNr ^^posts Owcr J : � I / 1 w' ' •l Assfs.fvffs IGI AK 76! m As T69 -06 u. r. -Ik AVEN /DA . +. ... to to )• 1N � H i 100. , I e • O :+ . 1 T. R. A. OZO- O/6 OZO -OZ/ S 2 SW 4 NE 4 SEC. 6 r6 s. R. TE. 04 1 �f 1 O •8 O O 0 t- O i '� VI r1f •r•. •�. w r p,• r. M .061 1,01,0 4:10,10.404 - JO 0 /O ♦ d • N ! O O V �J >• b 1 ..• AVENIDA I.U•• _ �• . t a 1 of ./ Z o �` a.�ri. ►I` /t; +..+ �♦ I H ; : O )O O � J/ tiµ / k 1 ♦ ell s � o i 1 I a O : O it i x 1 I. 064 " "` 1 71 O 7J o • r a .• t O �� a I O1 .. O • O • A a +O.flat ... « ' . 06,3 , ... = t� MB 21161 - 62 Defer! Club Tiot/ Uni/ No. S fro 9967 UL T/M D to MIS AUP IS /•OA AlfEffMfNr �/MPO1Lf O/ilf./ M 18 t .. U• a• t so ` a or O1. 7 1 .. r 49 _. 40 066 a ».r.. Z V ISO = � ,/ (n ..., Y • /u11 It's 1f.a" ..lf N. fff W.I." 0 rwg wvm Y Id•�•.Mi.• *. r i. . M .1 W. w.-a as votes natinr w.Igvw filet cquu.r^c •— "-• ASSEMWS A/AP ". F" PS Oil R/YERS/OE comm, . GL/F. H =.R'e11S t' !,: .II II IIl:r:. Mi1141*1 ilfCSll V4/ %V COMPL, clln ilcc'Il W -SPtel OA IJILOIN6 5111 OADINANCCS. OS - - - - — — — — — — — - - - -- --- ,u, Mme— 7 r , .. — — — -- P' ,1 ,rl.l ra. / 77 L q II. 0 1 r. � II 60 w I SECS 6 T.6S.,R.7E CITY OF LA WINTA 1 61 46 - • - }- . tie •���• ..Ills.' 1 /' •�'�� ,,•'yll \� - - - I - -�" __ - 691 N 1 111 , 47 -68 47 . (L 1: 11. , a,a •:.f -. , _ . :!t M7. Iy; :.II Ii ' - — — ..- — — — — -'• — — — — _.. — — — — — � •.1: •,„ ••...� .. C22 • }; �• �• ..•! a I� � 1•� '• �..,: • ••, .11•.n .1: s.r :. , 1(,, ••'2' _ Z lr 2 .1: '! •( ••' '! ' 1:1%L }u:1L , - 1; @rs;;s s s. -I: a :I .-- .1 - - -i 1c ' :• "z .. rls. :�': _• • .1 ! :t :t. .. ., r 1: .1: ul: I .r,..,anl• Ri•. +__ : °:3 This is not a surrey of the land but Is compiled for information only. nor Is 11 a port of the report at ptrliry to which 11 may be ellached. •TIUCfat NATIONAL TITLE INSURANCE COMPANY oj!- F7 lsn: I of.? T. a A.CZO -03t 010- 0/J 0210-007 CYO - 000 C2c2. O/.4 020 -O/T M //2 of SE. /.!4 o!SE � ,'5, T. ?5c. 3U' r :il 1`:. •1 . It:Of i mtle. 10 trrr ., .4.n �Jtr..• «z 2;9.4679 r.wl•IJ It 1. t1%. ! r —4. j -� ..rn, J — ` %-Ole -1 \I �;� . r I = t 1 T. a A.CZO -03t 010- 0/J 0210-007 CYO - 000 C2c2. O/.4 020 -O/T M //2 of SE. /.!4 o!SE � ,'5, T. ?5c. 3U' r :il 1`:. 1 r..t -• f J/J,' liN 0 i _K 1. J q I ' LII 1 t � 1 rp r rC 1� t `I • S.} M AP ' llrn wr •�. y.►t r.r V }4 j � r.nnJ • Lot r • rill 1 3 SY Ae Ml t t. • r f9d 1. QED 21 it h� • t/Y � lit • • . re.I./�, - 2 I' :,i: h .i Iii ►� ,fl Jett +w...•I• 1M.z'JT/AS =9B•L.0 olims eve E1mir1 •'r ! �tS r'1 73 sr-- --+MB. /tTl T6•TB Troe! Ke.lD.T86 ..... i:alre: rs CAL 11 /Mr. -W; `� !•NI .t •r• • One: CL.1— W.1 Ael •>•/+l.l[nI: tl• +• t� ,r•� •r �••�• of Il:Jt•t:,r.�.rJJ /1I -rl - rt •-lL- `r CC �� f��Na1100 1 �.a rtJ .t •t+ 1 i- •1111f1 +fa: Ill -:ti: i .'3 - r � i.rn aOJK� /t•11f� C♦ 1 1 ( �i iy « .•t t lo,. I f• J =h 1 \ .9$S -Vj5*TS MAR S!. -[: .R J' f "• r � 1 P 00100/ 0• O y V 1 v• v ., IQ. C JAI r • q9 (N fit do • a !. f �! • � �� --- --- --ice d � • q 11! � a �Ovet '-p • �� A o . "� r al a! Iry IJO I!f • +tr•• +/• f, O � \ ' O / `1 i O pit 90 Trot) No. 24990 -/ ' ✓U[ Y.90 r ASS: SSORIFAMP 8KTB9 ny J� RS/OE COt.lwr j•1 CtL f r 1 FILE NO. 59231 -CT EXHIBIT' "B" KSL LAND.. CORPORATION, __A DELAWARE CORPORATION, AS TO PARCELS 1 THROUGH 8 ; `KSL HOTEL~ LAND L . P . , A DELAWARE LIMITED PARTNERSHIP, AS TO PARCELS -9, ' '-`:ii3 L t T9 0�; KSL LANDMARK CORPORATION, A DELAWARE ,, . CORPORATION, AS NOMINEE UNDER LAND TRUST AGREEMENT (FOSTER TURF) DATED DECEMBER 22, 1993, AS TO PARCELS 13 THROUGH 17; KSL^ LAND -� —MARKS CORPORATION, A DELAWARE CORPORATION, AS TRUSTEE AND NOMINEE UNDER LAND TRUST AGREEMENT (PETE DYE tkI ) DATED DECEMBER 22, 1993, AS TO PARCELS - *18 THROUGH 2-9-,-"" KSL PGA WEST CORPORATION, A DELAWARE CORPORATION; ITt = 'CORPORATION, A DELAWARE CORPORATION; KSL LANDMARK CORPORATION, DELAWARE CORPORATION, AS TRUSTEE AND NOMINEE UNDER LAND ,TRUST AGREEMENT (PETE DYE LAND) DATED DECEMBER 22, 1993 AS To PARCEL 51; KSL HOTEL LAND, L.P., A - DELAWARE LIMITED PARTNERSHIP, AS TO AN UNDIVIDED 6.8% INTEREST, AS TO PARCEL 11 -C; KSL, HOTEL LAND,_ L.P., A DELAWARE LIMITED PARTNERSHIP, AS TO AN UNDIVIDED 60.3% INTEREST, ' AS TO PARCEL 110; KSL LANDMARK CORPORATION, A DELAWARE CORPORATION AS TRUSTEE UNDER LAND TRUST AGREEMENT (GROVE) DATED DECEMBER 22, 1993, AS TO PARCEL 120 -140; KSL LANDMAIM CORPORATION, A DELAWARE CORPORATION, AS TRUSTEE AND NOMINEE UNDER LAND TRUST AGREEMENT (OAK TREE..WESTf DATED DECEMBER 22, 1993, AS TO PARCELS 141 - 172 ;!AND kuCRIMIEM PERTIES, INC., A DELAWARE CORPORATION, AS TO PARCELS 191 -195 3 / V ✓ / ,. G. A. UTU - 016 ozo -oz/ S 2 SE 4 _ = C. 6 T. 6S. R. 7E. 14 12 • us r! _ - — — f, -t l: rl --- .74V,R�W&4 - .asa At - - _ �r.. .•tie:'. _� j; te"_t� - ,. r cis°ir— zoo of �1 •lt 6 (� z 3 4 - - 52 nd C ^ •. 14 f• 1,06 / 72, , ' 1 18 I% ncl a e.wvoy of Illd land INei Is campilod o+ r, CO. RO. MAP T1? -o for inl,:rmalilm only, n "r is it a pftt of I'm 94po[1 or IWALY to vrhlch It may Iw ellached. fIDELIIY IIA11OlIAL TITLE INSURANCE COMPANY JIM, 4/31 ASMSOArS MAP &W. : iii A R/YEAVAf CVWrX "AF 02 ?- cco ozo .515 ,769-18 T C 02C-016 020-017 02- -cto N 2 SEC. 7 T. 6 S. R. 7E. /6 /7 lu r.dJ ozo -01s I rsj010 -:CO rlt 01.7.0's R 0 /9 This N not a :•carry of the land but is Compiled for inlouuatian only rxh is it a part of the relwrt r o.'+ it cs /rJ or policy to which it may bu attached. IJ•.aJ1 lI/ MI1 FIU[IITY NA11011AL TITLE INSURANCE COMPANY lrsrr /sJ ASS£SS ?R•S AmA F-f 7SP /es. a R1Y£RS:CE C;Lq/ii: Gu//.' j i I r fAJ GLO -:l7 ";z /5 —i 400' Nk a W I � ?7 I 1 � t /f1.Sol I I I • N 2 SEC. 7 T. 6 S. R. 7E. /6 /7 lu r.dJ ozo -01s I rsj010 -:CO rlt 01.7.0's R 0 /9 This N not a :•carry of the land but is Compiled for inlouuatian only rxh is it a part of the relwrt r o.'+ it cs /rJ or policy to which it may bu attached. IJ•.aJ1 lI/ MI1 FIU[IITY NA11011AL TITLE INSURANCE COMPANY lrsrr /sJ ASS£SS ?R•S AmA F-f 7SP /es. a R1Y£RS:CE C;Lq/ii: Gu//.' j i I r fAJ GLO -:l7 ";z t t1— Iy 769-23 I is 4OO• -� MARCH 1967 T. C. R OPO - 022 C.►.: .9$ 67/7! !O'alr. per Mar atsu 4151 N 2 SEC. 8 T. 6 S. R. 7 E. 22 this Is not a survey of the land but Is comollad lot Information only. nor Is it a part of the tataul or policy to grdlUF 11 uFry he albclt 4. FIDELITY NATIONAL TITLE INSURANCE COMPANY 4•..r•.ars� r• .a..i. k.K \114ar_a}r1. }.. l.w maser allskae �7 -a, ll. Gad••} •.•aa a. •�:.aF1'..ly al:a.•�/�a:.•aa 1►s•ssa• ratan• nu�oa•F r.: � - +•r -i-n k. J J •u -a i`L r 9" 29 I� ASSESSOR'S MAP. 4W..769 If. t! RIVERS /OE COLWTN cAu 1 ?5-29 769-24 /'m I •00' . 1 MARCH /9e7 T. C A. 020 -0 /5 ozo -0/5 0110.020 010-021 00',008. $Of MOO lza" - /!f S Z SEC. B_ T. 6 S. R. 7 E. 1 O this i- 11-11 - : nr ^ 111'r. hill bul h coulpilcd 11.1 6 •n • 1." . 1.1.1 Is it a pad of Ihu 1111x111 nl Iw.!u 1' In '1 1' 11,40 he allachtd. FN1t IIIY F!'.1!u!:•.l IIILC INSURANCE COMPANY DO M" 7 MR � asutsysNr �urnstr aw • �c =W 2 W OEM /7 1 /6 (a� A rsso*r s MAP ON. Top Po. 14 RNERS /OE 6a wrr, "Id. P1 -P9 769-28 T.R. A. C?. rrrr S SEC. 4 T. 6S. 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RNLr aor Vewrii a4w 0 9 I ALTA STANDARD POLICY POLICY NO. 2034408 -RP SCHEDULE A TOTAL FEE FOR TITLE SEARCH, EXAMINATION AND TITLE INSURANCE $529.40 AMOUNT OF INSURANCE: $114,828.88 DATE OF POLICY: JUNE 20, 1995 AT 2:00 P.M. 1. NAME OF INSURED: f.. XOCHIMILCO PROPERTIES, INC., A DELAWARE CORPORATION 2. THE ESTATE OR INTEREST IN THE LAND WHICH IS COVERED BY THIS POLICY IS: IN FEE 3. TITLE TO THE ESTATE OR INTEREST IN THE LAM IS VESTED IN: XOCHIMILCO PROPERTIES, INC., A DELAWARE CORPORATION 4. THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF RIVERSIDE, CITY OF LA.QUINTA AND IS DESCRIBED AS FOLLOWS: PARCEL A• THOSE PORTIONS OF LOT 206 AND COMMON LOT 212 OF TRACT NO. 11496 -1, AS SHOWN BY MAP ON FILE IN BOOR 119 PAGES 9 THROUGH 15, THEREOF, OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS A WHOLE AS FOLLOWS: PAGE 1 ALTA STANDARD POLICY POLICY.NO. 2034408 -RP COMMENCING AT THE EASTERLY TERMINUS OF THE MOST NORTHERLY LINE OF SAID COMMON LOT 212, SAID LINE AS SHOWN ON SAID MAP BEARS SOUTH 89° 53' 02" EAST, A tISTANCE OF 390.01 FEET; THENCE NORTH 890 53' 02" WEST, ALONG SAID NORTHERLY LINE, A DISTANCE OF 138.02 FEET; THENCE SOUTH 00° 06' 58" WEST, A DISTANCE OF 10.26 FEET TO THE TRUE .POINT OF BEGINNING; THENCE SOUTH 00° 06' 58" WEST, A DISTANCE OF 100.50 FEET; THENCE NORTH 89° 53' 02" f: WEST, A DISTANCE OF 40.00 FEET; THENCE NORTH 00° 06' 58" EAST, A DISTANCE OF 100.50 FEET; THENCE SOUTH 890 5 3 ' 02" EAST, A DISTANCE OF 4 0.0 0 FEET TO THE TRUE POINT OF BEGINNING. PARCEL B• THOSE PORTIONS OF LOT 207 AND COMMON LOT 212 OF TRACT NO. 14496 -1, AS SHOWN BY MAP ON FILE IN BOOK 119 PAGES 9 THROUGH 15,ITHEREOF, OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCR -ISED AS A WHOLE AS FOLLOWS: COIL -NCING AT THE EASTERLY TERMINUS OF THE MOST NORTHERLY LINE OF SAID COMMON LOT 212, SAID LINE AS SHOWN ON SAID MAP BEARS SOUTH 890 53' 02" EAST, A DISTANCE OF 390.01 FEET; THENCE NORTH 890 53' 02" WEST, ALONG SAID NORTHERLY LINE, A DISTANCE OF 138.02 FEET; THENCE SOUTH 000 06' 58" WEST, A DISTANCE OF 10.26 FEET; THENCE NORTH 890 53' 02" WEST, A DISTANCE OF 40.00 FEET; THENCE SOUTH 00° 06' 58" WEST, A DISTANCE OF 1.50 FEET TO TEE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 000 06' 58" WEST, A DISTANCE OF 100.50 FEET; THENCE NORTH 890 53' 02" WEST, A DISTANCE OF 30.00 FEET; THENCE NORTH 000 06' S6" EAST, A DISTANCE OF 100.50 FEET; THENCE SOUTH 890 53' 02" EAST, A DISTANCE OF 30.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL C• THOSE PORTIONS OF LOT 207, LOT 208 AND COMMON LOT 212 OF TRACT NO. 14496 -1, AS SHOWN BY MAP ON FILE IN BOOK 119 PAGES 9 THROUGH 15, THEREOF, OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS A WHOLE AS FOLLOWS: COMMENCING AT THE EASTERLY TERMINUS OF THE MOST NORTHERLY LINE OF SAID COMMON LOT 212, SAID LINE AS SHOWN ON SAID MAP BEARS SOUTH 89° 53' 02" WEST, ALONG SAID NORTHERLY LINE, A DISTANCE OF 138.02 FEET; THENCE SOUTH 000 06' 58" WEST, A DISTANCE OF 10.26 FEET; THENCE NORTH 890 53' 02" WEST, A DISTANCE OF 40 FEET; THENCE SOUTH 000 06' 58" WEST, A DISTANCE OF 1.50 FEET; PAGE 2 ALTA STANDARD POLICY THENCE NORTH 890 53' 02" WEST, THENCE SOUTH 000 06' 58" WEST, TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 000 06' FEET;, THENCE NORTH 070 20' 56" WEST, A DISTANCE OF 100.50 FEET; THENCE NORTH 820 39' 04" EAST, A DISTANCE OF 40.00 FEET TO THE THENCE NORTH 890 53' 02" WEST, THENCE NORTH 00° 06' 58" EAST, THENCE SOUTH 89° 53' 02" EAST, TRUE POINT OF BEGINNING. PARCEL D: POLICY NO. 2034408 -RP -A DISTANCE OF 30.00 FEET; A DISTANCE OF 1.50 FEET TO THE 58" WEST, A DISTANCE OF 100.50 A DISTANCE OF 40.00 FEET; A DISTANCE OF 100.50 FEET; A DISTANCE OF 40 FEET TO THE THOSE PORTIONS OF LOT 209, LOT 210 AND COMMON LOT 212 OF TRACT NO.' 14496 -1, AS SHOWN BY MAP ON FILE IN. BOOK 119 PAGES 9 THROUGH 15, THEREOF, OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS A WHOLE AS FOLLOWS: COMMENCING AT THE EASTERLY TERMINUS OF THE MOST NORTHERLY LINE OF SAID COMMON LOT 212, SAID LINE AS SHOWN ON SAID M-AP BEARS SOUTH 890 53' 02" EAST, A DISTANCE OF 390.01 FEET; THENCE NORTH 890 53' 02" WEST, ALONG SAID NORTHERLY LINT,', A DISTANCE OF 274.66 FEET; THENCE SOUTH 070 20' 56" EAST, A DISTANCE OF 12.14 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 07 ° 20' 56" EAST, A DISTANCE OF 100.50 FEET; THENCE SOUTH 820 39' 04" WEST, A DISTANCE OF 40.00 FEET; THENCE NORTH 070 20' 56" WEST, A DISTANCE OF 100.50 FEET; THENCE NORTH 820 39' 04" EAST, A DISTANCE OF 40.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL E: THOSE PORTIONS OF LOT 210, LOT 211 AND COMMON LOT 212 OF TRACT NO. 14496 -1, AS SHOWN BY MAP ON FILE IN BOOK 119 .PAGES 9 THROUGH 15, THEREOF, OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS A WHOLE AS FOLLOWS: COMMENCING AT THE EASTERLY TERMINUS OF THE MOST NORTHERLY LINE SAID COMMON LOT 212, SAID LINE AS SHOWN ON SAID MAP BEARS SOUTH 890 53' 02" EAST, A DISTANCE OF 390.01 FEET; THENCE NORTH 890 53' 02" WEST ALONG SAID NORTHERLY LINE, A DISTANCE OF 274.66 FEET; THENCE SOUTH 070 20' 56" EAST, A DISTANCE OF 12.14 FEET; THENCE SOUTH 820 39''04- WEST, A DISTANCE OF 40.00 FEET; THENCE SOUTH 070 20' 56" EAST, A DISTANCE OF 3.50 FEET TO THE TRUE POINT OF BEGINNING; PAGE 3 ALTA STANDARD POLICY POLICY NO. 2034408 -RP THENCE CONTINUING SOUTH 070 20'' 56" EAST, A DISTANCE OF 100.50 FEET; THENCE SOUTH 820 39' 04" WEST, A DISTANCE OF 30.00 FEET; THENCE NORTH 070 20' 56" WEST, A DISTANCE OF 100.50 FEET; THENCE NORTH 82.0 39' 04" EAST, A DISTANCE OF 30.00 FEET TO THE TRUE' POINT OF BEGINNING: PARCEL F: THOSE PORTIONS OF LOT 210, 211 AND COMMON LOT 212 OF TRACT N0. 14496 -1, AS SHOWN BY MAP ON FILE IN BOOK 119 PAGES 9 THROUGH 15, THEREOF, OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS A WHOLE AS FOLLOWS: COMMENCING AT THE EASTERLY TERMINUS OF THE MOST NORTHERLY LINE OF SAID COMMON LOT 212, SAID LINE AS SHOWN ON SAID MAP BEARS SOUTH 89° 53' 02" EAST, A DISTANCE OF 390.01 FEET; THENCE NORTH 890 53' 02" WEST, A DISTANCE OF 274.66 FEET; THENCE SOUTH 070 20' 56" EAST, A DISTANCE OF 12.14 FEET; THENCE SOUTH 820 39' 04•" WEST, A DISTANCE OF 40 FEET; THENCE SOUTH 070 20' 56" EAST, A DISTANCE OF 3.50 FEET; THENCE SOUTH 820 39' 04" WEST, A DISTANCE OF 30.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 070 20' 56" EAST, A DISTANCE OF 96.50 FEET;. THENCE SOUTH 820 39' 04" WEST, A DISTANCE OF 40.00 FEET; THENCE NORTH 070 20' 56" WEST, A DISTANCE OF 100.50 FEET; THENCE NORTH 820 39' 04" EAST, A DISTANCE OF 40.00 FEET; THENCE SOUTH 070 20' 56" EAST, A DISTANCE OF 4.00 FEET TO THE TRUE POINT OF BEGINNING. CALM PAGE 4 f- 6JI•JB,J9, 77J•O? 631-70 T. R. A. 020 -008 POR SW 114,. SEC. 36, T_ 5S., R. 6 E. POR. NW //4, SEC. /, T. 6S., R. 6 E. ""a' """�mCaR;na,,,'"s'"u*lci near, Not u _ "4.14" L easo, a" M •.HMV.. . *WL low pupN 0" . dId►tI& ibl rf al.crr�. Mf r f r� lye i rr pro . m Sd f 65.. ti Ir,.Of. f Sic sic .. it M. B. /19/9-15 TR 14496-1 i.n'aan .i.•n. 8�(. ASYtS019'S MAP eK. 6.f► PG 10 N 11,,14 -/06 COUNT►', CAL /F W.. L. ALTA OWNERS EXTENDED 1970 SCHEDULE C POLICY NO. 2025403 -MS THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN, THE STATE OF CALIFORNIA, COUNTY OF RIVERSIDE, CITY OF LA QUINTA AND. IS DESCRIBED AS FOLLOWS: PARCEL 1• THAT PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID WEST SOUTHEAST QUARTER; THENCE NORTHERLY, ALONG THE EAST SOUTHEAST QUARTER, 30 FEET TO THE THENCE CONTINUING ALONG SAID EAST THENCE WESTERLY, PARALLEL TO THE THE SOUTHEAST QUARTER, 190 FEET; THENCE SOUTHERLY, PARALLEL TO THE SOUTHEAST QUARTER, 505 FEET; F.ALF OF THE LINE OF SAID WEST HALF OF THEE TRUE POINT OF BEGINNING; LINE, 505 FEET; SOUTH LINE OF SAID WEST HALF OF EAST OF SAID WEST HALF OF THE THENCE EASTERLY, 190 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 2: THAT PORTION OF GOVERNMENT LOT 3 IN FRACTIONAL SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNIURDINO BASE A,M MERIDIAN, AS SHOWN BY UNITED STATES OF GOVERNMENT SURVEY, BEING ALSO KNOWN AS THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF. SAID FRACTIONAL SECTION 8 DESCRIBED AS-FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED GOVERNMENT. LOT 3; THENCE NORTHERLY ALONG THE EASTERLY LINE OF SAID GOVERNMENT LOT 3 A DISTANCE OF 645 FEET;. THENCE WESTERLY PARALLEL WITH THE SOUTHERLY LINE OF SAID GOVERNMENT LOT 3, A DISTANCE OF 220 FEET; THENCE SOUTHERLY PARALLEL WITH SAID EASTERLY LINE A DISTANCE OF 645 FEET TO SAID SOUTHERLY LINE; THENCE EASTERLY ALONG SAID SOUTHERLY LINE A DISTANCE OF 220 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM THAT PORTION OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, DESCRIBED AS FOLLOWS: PAGE 4 ALTA OWNERS EXTENDED 1970 POLICY NO. 2025403 -MS BEGINNING AT THE SOUTHEAST CORNER OF SAID HEST 1/2 SOUTHEAST 1/4; THENCE NORTHERLY ALONG -THE EAST LINE OF SAID WEST 1/2 SOUTHEAST 1/4 30 FEET TO TEE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTHERLY ALONG THE EAST LINE OF SAID WEST 1/2 SOUTBEAST,1 /4 SOS FEET; THENCE WESTERLY PARALLEL TO THE SOUTH LINE OF SAID WEST 1/2 SOUTHEAST 1/4 190 FEET; f.:. ;THENCE SOUTHERLY PARALLEL TO THE EAST LINE OF' SAID WEST 1/2 SOUTHEAST 1/4 SOS FEET; THENCE EASTERLY 190 FEET TO THE POINT OF BEGINNING; ALSO EXCEPTING THEREFROM TEE SOUTHERLY 30.00 FEET THEREOF. Q PAGE 5 13 -29 769-24 T. C. A. 020- 0-'5 020 -006 OZO -020 �� ac � Not 020- 020 To���� I ♦00' I I 1 .UWAr, 1 I I 1 1 1 S -, SEC. 8 ex >e At. "This temp may nr nay not bo"t a surve sp of :he 13114 depiace, I.ereorl. you shouas nml rely n;1on it lot ,.! ; p;i?,ote othor than eri,mtutinn t(r IN! Uapwai location of the owed or p,u.;els de,licled. First Americen IItle cxplessly distiaims any liability lot sflewd lots or damage which way result from reliance upon 1!-.is map." T. 6S. R. 7E. w 1 I I I, I 1 I J u Iv • w J A •` r 4* I, ti wI •1 /9 P J JV ti o road 'I`1 r.rs rAr ►s sw AijtssAt(Alr . "Pa MI O" • • J O \ J J cr W u • u / 39.83 ) / 3 9.87 / P ( 39. 9J � t �4,v 9 , 97 1 ♦ I I Hth.. � 1 I� rm I. }, Apt i 3 O \ cr / 39.83 ) / 3 9.87 / P ( 39. 9J � 9 , 97 1 Hth.. rm }, Apt 0 , . L. ; • � III' ,Y _ �• �.r , o wsSkCMVars Aw per./.. ..r art ms M. sr ..... .... :Nip 1597.255951 CLTA STANDARD COVERAGE SCHEDULE A (CONTINUATION) 105400 -11 THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE COUNTY OF RIVERSIDE; STATE OF CALIFORNIA, AND IS DESCRIBED AS- FOLLOWS: THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, LYING WESTERLY OF THE ALL - AMERICAN CANAL; EXCEPTING THEREFROM THE NORTH AND WEST 30 FEET IN THE STREETS. -2- ALM 'RWREDI `'fi' ' �1�''�'fii'�''�'�'�'T'' 1- 800 - 345 -7334 '69 — 25 r c A OZ0. o/s ot0 -o/6. N P SEC. 17 T.6 S. R. 7,E. ""' "" u raw 0.00-011 ATJtssv[NI ,wrosa t>1rtK • . , 4 � Q 1 / 34 lA / , AVE. B L V nn Nlr.l l.r I/ 1 11" : �. ✓ M 1 1 1 IRA Z Ot�00, 2 i del LDpo I � • •.1 A 1I M , r- IQO 1 M.IWI ♦A' /Ir ►/ \ /b• 1 II � 1 r.r/r 1 n./Ir • _ V t u •. /t4[ c+ 1• �S t lei . Ac d s - r tu- •r OJU Ac t i iXir� f1£t.(%S • ALM -1 ' `L h f 39 • I • ' ' 1 ##/so I, big of IAPRO IF 1 I ►. r i r i 1 • r' � ( - I M I I II ' • OAtA T/s a /,? P,AI. /29149 -M Pb /c,/ Atop ?0026 _ „ /'� u•v 1 n n •r. I/ 411M Cu7lYn_.T7 r • ' " • • • l / CA/66 /BS -•90 �i/ss!, , /t s .[Is•.� , , ' t ro [ [ cAv,t MB /72/94 -94 T No. 2Af40 4I'#' ' • • ►I. M , X, w s AI J,,,1 •.► M f, / U u919s /7 -20 T/x/ No. 2/946- / N67/ • s v /.,- �•n [ „_o+, COWS. of, „//. I /�n 'f Al. B. /9J /J2 -J3 TR, Mt. Z1846-5 CA167129-ZW O,ts,u, it.ta,s ►i.. ff . •r n ► [ I'll J 2Viori 11uf v„ A(B.2 /5 174.75 T/oc/ A 24317.1 1 t[ 190.0[ N r•11 . rtfr N ( pv79 /57- 6lrttrrs s•t1.,ol .txAEXS1A4'S 769 Ht. !? Rn�xs/a x CALO �f. ..f f► ;, ALTA STANDARD POLICY POLICY NO. 1992955 -SH SCHEDULE A TOTAL FEE FOR TITLE SEARCH, EXAMINATION AND TITLE INSURANCE $688.25 AMOUNT OF INSURANCE: $125,000.00 DATE OF POLICY: JANUARY 27, 1994 AT 2:00 P.M. 1. NAME OF INSURED: WILD WEST DESERT PROPERTIES, INC., A DELAWARE CORPORATION 2. THE ESTATE OR INTEREST IN.THE LAND WHICH IS COVERED BY THIS POLICY IS: IN FEE 3. TITLE TO THE ESTATE OR INTEREST IN THE LAND IS VESTED IN: WILD WEST DESERT PROPERTIES, INC., A DELAWARE CORPORATION 4. THE LAND REFERRED TO IN THIS- POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF RIVERSIDE, CITY OF LA QUINTA AND IS DESCRIBED AS FOLLOWS: GOVERNMENT .LOT 1 IN TEE SOUTHWEST QUARTER; THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; AND THE EAST HALF OF TEE NORTHWEST QUARTER OF THE SOUTMIEST QIIARTER, ALL IN SECTION 8 TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERIZARDINO BASE AND MERIDIAN ACCORDING TO UNITED STATES GOVERNMENT SURVEY THEREOF. W4 PAGE 1 Fl!1ST n ?.4'ciilr-AN TITLE• W31,111MICC 3025 Foi4 tnsnih S!ISt.t -• 1384.1600 Mversidu. California 92501 "This mnp -nay or may not be a survey, or 1110 1304 deWclad hereon. You should not ray Upcsn it for any purpose other thi•i oilunhrtion to Iho_gunmal location I3 • ?9 011 the percol or parcels docied. First Q Amorican.Tltlo expressly disclal %s9 -24 T. C. il. OPo- o/3 liability for alleged loss or da ago rms Au, is ra. ozo -orb $ SEC. 8 T. 6 S. RtYt2r -may rosyU Ir roUanca OZO -Oto Ih s ma j PtaOstssrcNr nNVrosrs ax, o y� 020.021 p •• \ -. IvIiap TO scale ICI � i 1 100 J 1 X11 l:. °v A VC J 0 is APPENDIX F Records of Communication 9W16 a SEPARATION SYSTEMS CONSumms, INC. Environmental & `Consulting Services November 3, 1995 f., Ms. Jana Ryan Riverside County Environmental Health Department 4065 County Circle Drive Riverside, CA 92503 Ph: (909) 358 -5172 Fax: (909) 358 -5017 Dear Ms. Ryan: I am requesting information on all permits issued through the Riverside County Environmental Health Department for the following sites: PGA WEST LA QUINTA HOTEL David BProctrmn" Chric H;;rvol• Urn Wieho Stadium & Nicklaus Resort Courses Arnold Palmer Course Citrus Course 54 -201 Madison Ave. 79-811 Ave. 54 78-732 Ave. 52 La Quinta, G 92253 La Quinta, CA 92253 La Quinta, G 92253 564 -5043 564 -1819 564 -2450 Ctnyn � art kland- Tom Weiskopf Course Nicklaus. Private Course Rnga, Tye Madison and Ave. 58 80 -202 Ave. 58 Mountain & Dunes Courses C/o 80 -1102 Ave. 58 la Quinta, C4 92253 77-550 Calle Tampico La Quinta, CA 92253 564-0644 G 564-0644 La Quinta, 92253 564-3340 Please include information regarding UST, hazardous material facility, hazardous material handling, and any other permits associated with these sites in which the RCEHD has records of. I need to know if the permits are current and if they have been maintained in the past. Please call me with your findings, fax them to. (713) 486 -7415 or mail them to the address below. Please note I am working on behalf of the owner, KSL Recreation Corporation, and Barbara Larsh has faxed RCEHD a letter verifying this. Thank you for your time and assistance. Sincerely, David Teixeira 17041 El Camino Real, Suite 200 • Houston TX 77058 713- 486 -1943 David Teuceir , Separation Systems Consultants, Inc, 17041 El Camino Real, Suite 200 Houston, TX 77058 Chief Prosecutor's Office Attu: Public Records 21865 East Copley Drive Diamond Bar, CA 91765 -0940 Fax No. (909) 396 -2961 No,, e,, �>er 3, (445- To whom it may concern: .01�- I am requesting information on air permits (specifically for "Phase II Vapor Recovery") for the following sites: CA WEST David Rp- t'grom• Stadium & Nicklaus Resort Courses 54201 Madison Ave. La Quinta, CA 92253 Chrk HarvP1-- 56¢5043 .S reve A urkland- Tom Weiskopf Course Madison and Ave. 58 cfo 80-202 Ave. 58 La Quinta, CA 92253 564 -0644 Arnold Palmer Course 79-811 Ave. 54 La Quinta, CA 92253 5641819 Nicklaus Private Course 80-202 Ave. 58 La Quinta, CA 92253 564-0644 LA QUINTA HOTEL Iim !Niebmr Citrus Course 78-752 Ave. 52 La Quinta, CA 92253 5642450 Rng-r T- uCk °r Mountain & Dunes Courses 77 -550 Calle Tampico La Quints, CA 92253 5643340 1 need to know if the permits are current and if they have been maintained in the past. Please mail this information to the address above or fax it to (713) 486 -7415. If you have any questions or need more information, please call David Teixeira (713) 486 -1943 x 100 or Chris Lovett (713) 486 -1943 x 112. Thank you for your assistance. Sincerely, David Teixeira SSCI JOB NUMBER 2 0&/O Chi INTERVIEWER ��t J ;� l C uca ► r� PERSON CONTACTED/TITLE: L v►, a� I �'1 cl..� P !� AGENCY OR FIRM: T�•.,� tip► a` r i q 1. m- Or TELEPHONE No.: E, r �(- 3 4 S- - SS-1 l INTERVIEW DATE: INTERVIEW MIE: 1 P� RECORD OF CONVERSATION SUBJECT: PC ►' /� , �c�,�s SUMMARY OF COKMUNICATION: :� �� j�� n S , � � � t �•`� {".S C' CC .� 5/% i / �S iTC'�'\ G'+ -i++y !TO^•� S +�T: �G L /ice c � f-r L�� r� c•.. -a.r� S �� � � � c.� � �.e d , i' � C..�. K v� C w -fit loc 1-4-1 ic• ...-rd � a-� � -�y-.� {rte ••+..:�. �-.,, � . SSCI JOB NUMBER: d,0 (0 1OC IT PERSON CONTACTED/TTTLE: S.F� ?D a AGENCY OR FIRM: C c��n �:���a- U TELEPHONE NO.: b-5- INTERVIEW DATE: INTERVIEW Tom: RECORD OF CONVERSATION SUBJECT: 4. � . "1� SUMMARY OF COMMUNICATION: S i S ar u. r.a(� �� t0 ,,.q 1't (� p�o �..�st i G r-✓o�- c-�S . r X000 wad +L� , .� �� , .��_ ; S ISO . ro na L.rJcc7uo cc/ i 5 So easy ,_ � J �v?� S pr�C•t� o-� �� c�a. �� o� s �.2�.- /�1 c r+ ,� l RECORD OF CO SSCI JOB NUMBER: 2G INTERVIEWER PERSON CONTACTED/T1mm AGENCY OR FIRM. ' { �, f TELEPHONE NO.- &) C( - 7 7 - -7 D?MVIEW DATE: INTERVIEW TII1TE: ) � X}-r� RECORD OF CONVERSATION I p SUBJECT: (- a-L I-� C�c�n� `o: 3 1 U �c,c.4 a -o5 SUMMARY OF COMMUNICATION: 6� ik ?; czL .o:1 o_ sscc' %co 0. rr 4-G w c_ a lOt d ; .� 'nL Sc, al i'L fa rt cLJ * s Le- C: 4-,r' 3 C- --do- , S.? c l�-'. o — i --el . -c- o +o .rye _ U.0? .z t"Gje to c) C%" G;\ o Qi1 a • \G b� . o� q 0 . � •�-+. eJ� 0.1 e r�'�'] i.,;�c7i r-+o�o •� vuc� S 0 c�c6�dS o-i a L i.ik Co nrICI ; A4-s • • • • 1 SSQ Joe NUMBER: -2 cc, 1 G C(-A INTERVIEWER: o- 1 e • xc. c C� PERSON CONTACTED/TIT M } 4eC +o AGENCY OR FIRM: TELEPHONE NO.: G i C+ - 7 "7 -7- 7000 N VFIEW DATE: I ! cl S INTERVIEW TEAM IN C c PJ RECORD OF CONVERSATION SUBJECT: P71 ccc' z c..tic SUMMARY OF COMMUNICATION: I j cL or--;. Cr cf- :6-0 , c1.11 +1t ZC C4 4- Lx- /2?cu.7 fai n ('octis� - le AO: Tf.�•tin pcc- 4. SI7M4pgy ' Fire Insurance Maps. EDR did not identify maps depicting the target property at the specified address in a search, based only on client - supplied information, of microfilm collections of fire insurance maps available through the Library of Congress, University Publications of America, and various public local sources. 95194 -4 2 SOIL SURVEY OF Riverside County, Coachella Valley Area 4JOV sir k` f r j T Ile �1 I', 41 J ` t United States Department of Agriculture Soil Conservation Service in cooperation with University of California Agricultural Experiment Station r • 51%, N ` U10 i.1 , -e-- - (909) 469 -1490 0. Box 2096 a Montclair, CA 91763 I= (909) 469 -1492 USA EPA ID NO: CA0000039792 I NVO I C E ?GA WEST — STADIUM COURSE S4-2.01 Madison �a Quinta, CA 92253 'Cl GATE SALESnIF NERATOPJ=OMER PHONE 0 -7 %— 619 -564 -0209 CUSTOMER III NUMBER suw=- a1.MIQ TERRITO" I MUM611I 95/39 02 126538 COMTAC7 CHAIN CONTAINERS PAILS 16 GAL 30 GAL, 10. Dw No. Ow 140. Dw US DOT Description (Including. Proper Shipping Name. Hazard Class, and ID Number) Waste, Petroleum Naphtha. Combustible Liquid, NA 1270 r SIGNALED FACILITY NAME AND ADDRESS LOB: Angeles, CA I USA EPA.ID NO. CAD099452708 ndustrial Services Co, 1700 S. Soto St., I STATE ID NO. CAD099452702 a MY hetarmrn Irwe moos total lm GENERATOR USA EPA 10 NO. Ln% (I OOKg1 tv On plsasar npyj) a(d to N4Rd to man an EPA aerurcatarr SOLVENT 2 gATOF,S 3 GENERATOR STATE t0 NO. 4 BRUSHES - FLOW THRU DIALS BRUSHES - HAND HELD (PLEASE CHECK APPADMATE BOXES) :ALLY OWNED ": ❑ D OPERATED "C"� ' ❑ INCE 1978. oc� � I 0 SHANK YOU R LETTING US 'ERVE YOU. FUSJ"f u■ EN(NGF: a *SM °F`ID�'�Eb GROW= 4T LOCAL -0.(.0 51"(4 .Fna(D ❑ o ❑ ❑ 10 REMARKS: MOUNTS DUE. DATE AMOUNT DATE AMOUNT nATC ...n-tT DATE AMOUNT TOTAL PREVIOUS AMOUNTDUE KNEL I MACMKE NUMBER 1 2 3 1 s 6 7 e 9 10 11 12 ASPI ❑ O%ODUCT I SOLVENT 2 CARBURETOR CLEANER 3 GLOVES - C14EMICAL RE 4 BRUSHES - FLOW THRU 5 BRUSHES - HAND HELD 6 HAND SOAP 7 FLOOR SOAP e 9 ASPI ❑ TOTA TVED Apply PAYMENT TO Kit NUMBER OOArS SEWCE/SALE PREVIOUS BALANCE AS SHOWN ACROSS mom m SECTION 101- TITALIPROtOCTI TOTAL TAX CURRENT AMT DUE PREVIOUS BALANCE TOTAL NOW DUE IS IRE AT TI11E N 1EdItt irlfll P2111 WAaGEN(In u1E SEEN 113E Any», mrotpadallnrotxrv�gnosrade. �tMlOdarsoifev�aeElafharpaxi +q�wuR►r:e(o.eagaere�e rolNZ of Dayrnefrt D oteoxes and aprec loaf n Ilra event d Deta�R Kna 1Cleerr VIaj be emitted to recover COSIS or ccokoal MW6rp nmwnabe anorneyS Son FvUw. It a ackwsodVad tlgt w have Nattlm - q$0600r1 Sermon above am the ores" rGe of ntaCunt fWvtarl aid grwiators QnrtKytQi nlmmalon Cbitu,*W It ,"t Customer/ Generator Signature. PLEASE SEE REVERSE SIDE FOR IMPORTANT16AACmINE INFORMATION r.`- 0 K C B OIL REFINERY, INC. � '.Hazardous Waste Management 40 �e jar P.O. Box 4097 • Riverside, CA 92514 (909) 687 -1012 a FAX (909) 687 -2079 wv= �i %U 9879 CUSTOMER ACCOUNT r PHOnE, (: � � aTf Aaoacss / SOLD BY CASH GN C ARE f _J QTY. DESCRIPTION\ PRICE AMOUNT 5 G•C 1- -; i� � ti- ; I, , f r , i , I , , Facility i Address , , , Phone i L• ' ' P.O.f , Bill of Lading f Driver's Signature cunt. Signature s :, -.•.r •- All invoices are due and payable upon TOTAL ;1 receipt unless credit has been arranged- Keeping Caltiornia BEAUTIFUL! �I 4� 1'% per month or 18% per year charged on accounts over 30 days- f� h T„+•• :,e ALb:fL'STf �; pruN:r�7eni;l ...�^!.f •K'. 'lf•e:.' r..'!i ..i., •c -- , wr: -. i* "•. .....• .. APPENDIX G Regulatory Documentation s'. ,,. OVERNMENT RECD To maintain currency of the following federal and state databases, EDR contacts the appropriate gouremrnental agency on a monthly or quarterty basis, as required. Elapsed ASTM days: Provides confirmation that this EDR report meets or exceeds the 90-day updating requirement of the ASTM standard. FEDERAL ASTM RECORDS: CERCUS: Comprehensive Environmental Response, Compensation, and Liability lnformadon System Source: EPAMTIS Telephone: 703-41 6 -0702 CERCLIS: CERCUS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities. private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). CERCUS contains sites which are either proposed to or on the National Priorities List (NPL) and sites which are In the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 06130/95 Date Made Active at EDR: 09/13/95 Date of Data Arrival at EDR: 08!09/95 Elapsed ASTM days: 35 ERNS: Eme�gency Response Notification System Source: EPA Telephone: 202 -250 -2342 ERNS: Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 12131/94 Date Made Active at EDR: 05/25/95 Date of Data Arrival at EDR: 04/11/95 Elapsed ASTM days: 44 NPL: National Priority List Source: EPA Telephone: 703 -603 -8852 NPL: National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, It Is EDR's policy to plot NPL sites greater than approximately 500 acres in size as areas (polygons). Sites smaller in size are point- geocoded at the site's address. Date of Government Version: 09/01/95 Date Made Active at EDR: 10/25/95 Date of Data Arrival at EDR: 10/17/95 Elapsed ASTM days: 8 RCRIS: Resource Conservation and Recovery Information System Source: EPAWIS Telephone: 703.308 -7907 RCRIS: Resource Conservation and Recovery Information System. RCRIS includes selective information on sites which generate, transport. store. treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA} - Date of Government Version: 05/31/95 Date Made Active at EDR: 0822/95 Date of Data Arrival at EDR: 0628/95 Elapsed ASTM days: 55 .011. :RNMENT RECOF FEDERAL NOWASTM RECORDS: CONSENT: Superfund (CERCLA) Consent Decrees Source: EPA Regional Offices Telephone: Varies Major legal settlements that establish responsil ty and standards for Cleanup at NPL ( Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation makers. Date of Government Version: Varies Date of Next Scheduled Update: 09/01195 CORRACTS: Corrective Action Report Source: EPA Telephone: 703- 308 -7907 CORRACTS: CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Goverment Version: 04/10/95 FINDS: Facility Index System Date of Next Scheduled Update: 02/01/96 Source. EPAAMS Telephone: 800 -908 -2493 FINDS: Facility Index System. FINDS contains both facility information and 'pointers' to other sources that contain more detail. These include: RCRIS, PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), FATES (FIFRA [Federal Insecticide Fungicide Rodenticide Act) and TSCA Enforcement System. FTTS [FIFRA/TSCA Tracking System]), CERCLIS, DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for ail environmental statutes), FURS (Federal Underground Injection Control), FROS (Federal Reporting Data System), SIA (Surface Impoundments), CICIS (TSCA Chemicals in Commerce information System), PADS, RCRA -I (medical waste transporters/disposers), TRIS and TSCA. Date of Goverment Version: 07/27194 Date of Next Scheduled Update: 01/28/96 HMIRS: Hazardous Materials Information Reporting System Source: U.S. Department of Transportation Telephone: 202 - 366 -4555 HMIRS: Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Goverment Version: 12/31/94 Date of Next Scheduled Update: 02/28/96 MLTS: Material Licensing Tracking System Source: Nuclear Regulatory Commission Telephone: 301 -415 -7169 MLTS is maintained by the Nuclear Regulatory Commission and contains a fist of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Goverment Version: 08/01/95 Date of Next Scheduled Update: 02!18/96 NPL LIENS: Federal Superfund Liens Source: EPA Telephone: 202 - 260 -8969 NPL LIENS: Federal Superfund Liens. Under the authority granted the USEPA by the Comprehensive Environmental Response, Compensation and liability Act (CERCLA) of 1980, the USEPA has the authority to Me liens against real property in order to recover remedial action expenditures or when the property owner receives notification of potential liability. USEPA compiles a listing of flied notices of Superfund Liens. Date of Government Version: 10/15/91 Date of Next Scheduled Update: 01/31/96 PADS: PCB Activity Database System Source: EPA Telephone: 202- 260 -3992 PADS: PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Goverment Version: 10/14/94 Date of Next Scheduled Update: 01/16/96 {.. . M RAATS: RCRA Adrr*istradve Action Traddng System Sousa: EPA Telephone: 202- 564 -4104 RAATS: RCRA Administration Action Tracldng System. RAATS contains records based on enforcement actions Issued under RCRA pertaining to major violators and includes administrative and dvil actions bmugM by the EPA- Date of Government Versiom 04/17/95 Date of Next Scheduled Update: 02117196 ROD: Records Of Decision Source: NTIS - TNephone: 703- 416 -WM Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid In Me dearwp. Date of Government version: 03131/95 Data of Next Scheduled Update: 03/03,96 TRIS: Toxic Chemical Release Inventory System Source: EPAMTIS Telephone: 202- 260.2320 TRIS: Toxic Release Inventory System. TRIS identifies .facilities which release toxic chemicals to the air, water and land In reportable quantities under SARA Title III Section 313. Date of Government version: 12/31/92 Date of Next Scheduled Update: 02,10/96 TSCA: Toxic Substances Control Act . Source: EPAMTIS Telephone: 202- 260 -1444 TSCA: Toxic Substances Control Act TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list It Includes data on the production volume of these substances by plant site. USEPA has no current plan to update andlor re4ssue this database. Date of Government Version: 01/31/95 Date of Next Scheduled Update: 03/02/96 f� aOVERNMENT.:RE STATE OF CALIFORNIA ASTM RECORDS: BEP: Bond Expenditure Plan Source: Department of Health Services Telephone: 916- 255 -2118 Date of Government Version: 01/01/89 Date Made Active at EDR: 08/02194 Date of Data Arrival at EDR:, 0727/94 Elapsed ASTM days: 6 CAL -SITES (AWP): Annual Workplan Source: California Environmental Protection Agency Telephone: 916 -323 -3400 CAL-SITES (AWP): Known Hazardous Waste Sites. California DTSCs Annual Workplan (AWP), formerly SEP, identifies known hazardous substance sites targeted for cleanup. Date of Government Version: 06r30/94 Date of. Data Arrival at EDR: 01/30/95 Date Made Active at EDR: 03/16195 Data, days: 45 CAL-SITES (ASPIS): Calsttes Source: Department of Toxic Substance Control Telephone: 916.323 -3400 CAL -SITES (ASPIS): Known and Potential Hazardous Waste Sites. CAL-SITES, formerly ASPIS, contains both known and potentlaihazardous substance sites. Date of Government Version: 05/18195 Date Made Active at EDR: 0821195 Date of Data Arival at EDR: 06/23/95 Elapsed ASTM days: 59 CHMIRS: California Hazardous Material Incident Report System Source: Office of Emergency Services Telephone: 916 -262 -1757 CHMIRS: California Hazardous Material Incident Reporting Systern. CHMIRS contains information on reported hazardous material incidents (accidental releases or spills). Date of Government Version: 12/31/91 Date Made Active at EDR: 11/05/92 Date of Data Arrival at EDR: 08/08/92 Elapsed ASTM days: 89 CORTESE: Cortese Source: CAL EPA/Office of Emergency Information Telephone: 916- 327 -1848 CORTESE: Identified Hazardous Waste and Substance Sites. The database identifies public drinking water wells with detectable levels of contamination. hazardous substance sites selected for remedial action, sites with known toxic material identified through the abandoned site assessment program, sites with USTs having a reportable release and all solid waste disposal facilities from which there is known migration. Date of Government Version: 12/31/94 Date Made Active at EDR: 04/04/95 Date of Data Arrival at EDR: 01/23/95 Elapsed ASTM days: 71 LUST: Leaking Underground Storage Tank Information System Source: State Water Resources Control Board Telephone: 916 -445 -6532 LUST: Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the Information stored varies by state. Date of Government Version: 04.W95 Date Made Active at EDR: 07/18115 Date of Data Arrival at EDR: 06/15/95 Elapsed ASTM days: 33 NOTIFY 65: Proposition 65 Source: State Water Resources Control Board . Telephone: 916 -657 -0696 NOTIFY 65: Proposition 65 Notification Records. NOTIFY.65 contains facility notifications about any release which could impact drinking water and thereby expose the public to a potential health risk. Date of Government Version: 1021/93 Date Made Active at EDR: 11/19/93 Date of Data Arrival at EDR: 11/01/93 Elapsed ASTM days: 18 .,-.I GOVERNMENT�RECOR SWAT: Solid Waste Assessment Test Program Source:, State Water Resources Control Board Telephone: 916- 2274448 • SWAT: Solid Waste Activity Tracking. SWAT contains information on ground water monitoring of sanitary Iartdfi & Date of Government Version: 0628/95 Date Made Active at EDR: 08121/95 Date of Data Arrival at EDR: 07/10/98 Elapsed ASTM days: 42 SWF/LS (SWISk Solid waste Information System Source: Integrated Waste Management Board Telephone: 916- 255-2248 SWF/LS (SWIS): Active, Closed and Inactive LandfiAs. SWF/LS records typically contain an inventory of solid waste disposal facilities or landfills. These may be active or inactive facNes or open dumps that faded to meet RCRA Section 2004 criteria for solid waste landfills or disposal sites. Date of Government Version: 0987/95 Date Made Active at EDR: 1025MS Date of Data Arrival at EDR. 10/02/9b Elapsed ASTM days: 23 TOXIC PITS: Toxic Pits Source: State Water Resources Control Board Telephone: 916-227-4364 TOXIC PITS: Toxic PITS Cleanup Act Sites. TOXIC PITS identifies sites suspected of containing hazardous substances where d anup has not yet been completed. Date of Govemment Version: 07/01/95 Date Made Active at EDR: 0926/95 Date of Data Arrival at EDR: 08/30195 Elapsed ASTM days: 27 UST: Hazardous Substance Storage Container Database Source: State Water Resources Control Board. Telephone: 916- 227 -4319 UST: Registered Underground Storage Tanks. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 10/15/90 Date Made Active at EDR: 02/12191 STATE OF CALIFORNIA NON -ASTM RECORDS: AST: Aboveground Petroleum Storage Tank Facilities Source: State Water Resources Control Board Telephone: 916- 227 -4364 AST: Aboveground Storage Tanks. Date of Government Version: 09/01/95 Date of Data Arrival at EDR: 0125/91 Elapsed ASTM days: 18 Date of Next Scheduled Update: 11113195 F1D: Facility Inventory Database Source: California Environmental Protection Agenry Telephone: 916- 445 -6532 The Facility Inventory Database (FID) contains active and inactive underground storage tank locations from the State Water Resource Control Board. Date of Government Version: 10/31/94 Date of Next Scheduled Update: WA HWIS: Hazardous Waste Information System Source: California Environmental Protection Agency Telephone: 916.324 -0659 HWIS: Hazardous Waste Information System. HWIS identifies hazardous waste generators and hazardous waste treatment, storage, and disposal facilities in the state of CalffomkL Date of Govemment Version: 12/31/93 Date of Next Scheduled Update: 0228/96 X— CAUFORNIA COUNTY RECORDS LOS ANGELES COUNTY: Site Mitigation Complaint Control Log Source: Community Health SerWces Telephone: 213- 890 -7806 Los Angeles Goutttyf Site Mitigation Lop. Date of Governrent Version: 05/09/95 Street Number List Source: Department of Public Works Telephone: 818 -458 -3517 Los Angeles County Underground Storage Tank (UST) List Date of Government Version: 04/02/94 List of Solid Wasts Facilities Source: La County Department of Public Waft Telephone: e18- 458- 51ff.5 Date of Government Version: 0626/94 ORANGE COUNTY: List of Industrial Site Cleanups Source: Health Care Agency Telephone: 714- 834 -3446 Orange County Industrial Site Cleanups. Date of Government Version: 04/05195 List of Underground Storage Tank Cleanups Sourca: Health Care Agency Telephone: 714- 834 -3446 Orange County Underground Storage Tank Cleanups (LUST). Date of Government Version: 09/15/95 List of Underground Storage Tank Facilities Source: Health Care Agency Telephone: 714 -834 -3446 Orange County Underground Storage Tank Facilities (UST). Date of Government Version: 09 /15/95 RIVERSIDE COUNTY: Listing of Underground Tank Cleanup Sites Source: Department of Public Health Telephone: 909.358 -5055 Riverside County Underground Storage Tank Cleanup Sites (LUST), Date of Government Version: 04/12/95 J Date of Next Scheduled Update: 01 Date of Next Scheduled Update: WA Date of Next Scheduled Update: WA Date of Next Scheduled Update: 01/25/96 Date of Next Scheduled Update: WA Date of Next Scheduled Update: WA Date of Next Scheduled Update: WA SAN DIEGO COUNTY: Solid Waste Facilltles Source: Department of Health Services Telephone: 619. 338 -2209 San Diego County Solid Waste Facilities. Date of Government Version: 06/30/95 Unauthorized Release Listing on Disk Source: Department of Health Services Telephone: 619- 338 -2268 San Diego County Unauthorized Release Listing (HE 17). Date of Government Version: 08/01/95 VENTURA COUNTY: Listing of Underground Tank Cleanup Sites Source: Environmental Health Division Telephone: 805 -654 -2813 Ventura County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 06/01/95 Date of Next Scheduled Update: N/A Date of Next Scheduled Update: 02/29/96 Date of Next Scheduled Update: N/A Ust of Operating UGT Sites & Underground Tank Closed Sites List Source: Environmental Health Division Telephone: 805 -654 -2813 Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites List Date of Government Version: 06/01/95 Inventory of Illegal Abandoned and Inactive Sites Source: Environmental Health Division Telephone: 805 - 654 -2818 Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites. Date of Government Version: 01/08/94 List of Hazardous Waste Generators Source: Ventura County Environmental Health Division Telephone: 805 - 654 -2813 Hazardous Waste Generators in Ventura County. Date of Govemment Version: 07/03/95 KERN COUNTY: Sites & Tanks Listing Source: Kam County Environment Health Services Department Telephone: 805 -861 -3636 Kam County Sites & Tanks Listing. Date of Next Scheduled Update: WA Date of Next Scheduled Update: N/A Date of Next Scheduled Update: MOMS Date of Government Version: 06110/94 Date of Next Scheduled Update: WA ..,A: California Regional Water Quality Control Board (RWOCS) LUST Records 1% LUST Region 1: Active Toxic Site investigation Source: California Regional Water Quality Control Board North Coast (1) Telephone: 707 - 576 -2220 Date of Government Version: 05/17/95 Date of Next Scheduled Update: WA LUST Region 2: Fuel Leak List Source: California Regional Water Quality Control Board San Francisco gay Rego (2) Telephone: 510. 286 -1269 Date of Government Version: 06/30/95 LUST Region 2: SLIC REPORT Source: Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510. 286 -1255 Date of Government Version: 0127/95 LUST Region 3: Active Local & Regional Cases Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805 -549 -3147 Date of Government Version: 09/12195 LUST Region 4: Underground Storage Tank Leak List Source: California Regional Water Ouality Control Board Los Angeles Region (4) Telephone: 213 -266 -7500 Date of Government Version: 06/30/95 LUST Region 5: Leaking Underground Storage Tank Database Source: California Regional Water Quality Control Board Central Valley Region (5) Telephone: 916- 255 -3000 Date of Government Version: 07/31/95 LUST Region 6L: Leaking Underground Storage Tank Casa Listing Source: California Regional Water Quality Control Board Lahontan Region (6) Telephone: 916 -544 -3481 Date of Government Version: 09/01/95 LUST Region 6V: Leaking Underground Storage Tank Case Listing Source: California Regional Water Quality Control Board Vlctorvrnlle Branch Office (6) Telephone: 619 -241 -6583 Date of Government Version: 0724/95 Date of Next Scheduled Update: WA Date of Next Scheduled Update: 02/14/96 Date of Next Scheduled Update: WA Date of Next Scheduled Update: WA Date of Next Scheduled Update: WA Date of Next Scheduled Update: WA Date of Next Scheduled Update: WA LUST Region 7: Leaking Underground Storage Tank Case Listing Source: California Regional Water Quality Control Board Colorado River Basin Region (7) Telephone: 619.3x6 -7491 Date of Government Version: 06/22/95 Date of Next Scheduled Update: WA LUST Region 8: (LUSTIS) Leaking Underground Storage Tanks Source: Califomia Regional Water Quality Control. Board Santa Ana Region (8) Telephone: 909 -782 -4130 Date of Government Version: 0724/95 Date of Next Scheduled Update- WA .-I.: . LUST Region 9: Report Of Undsrground Stomps Tank Leak Source: Caltbmia f;epio W Water Gualtty Control Board San Diego Aeon (9) Telephorm 619-467 -2952 t Date of Go"mmernt Versl rx 05/I SAM Date of Next Scheduled Update: WA VERNMENT,�RECO California Regional Water Quality Control Board (RWOCS) SUC Records SUC Region 3: Acute Slic Cases Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805 - 549 -3147 Date of Govemment Version: 07/20495 SUd Region 4: Slic Region 4 Source: Region Water Quality Control Board Los Angeles Region (4) Telephone: 213. 266 -7500 Date of Government Version: 07/01/95 SUC Region 5: SIk Region 5 Source: Regional Water Quality. Control Board Central Valley Region (5) Telephone: 916- 255.3125 Date of Government Version: 06130/95 SUC Region 8: Slic Region 8 Source: California Region Water Quality Control Board Santa Ana Region (8) Telephone: 909 -782 -4130 Date of Government Version: 07f25/95 SUC Region 9: NunWNugtank Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 619 -467 -2980 Date of Government Version: 07/05/95 Historical and Other Database(s) Date of Next Scheduled Update: Date of Next Scheduled Update: Date of Next Scheduled. Update: Date of Next Scheduled Update: Date of Next Scheduled Update: Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report Former Manufactured Gas (Coal Gas) Sites: The existence and location of Coal Gas sites is provided exclusively to EDR by Real Property Scan, Inc. OCopynght 1993 Real Property Scan, Inc For a technical description of the types of hazards which may be found at such sites, contact your EDR customer service representative. Disclaimer Provided by Real Property Scan, Inc, The information contained in this report has predominantly been obtained from publicly available sources produced by entities other than Real Property Scan. While reasonable steps have been taken to insure the accuracy of this report, Real Property Scan does not guarantee the accuracy of this report Any liability on the part of Real Property Scan is strictly limited to a refund of the amount paid. No claim is made for the actual existence of toxins at any site. This report does not constitute a legal opinion. DELISTED NPL Delisted NPL Sites Source: EPA Telephone: 703 - 603 -8769 DEUSTED NPL: The National 00 and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL In accordance with 40 CFA 300.425.(e), sites may be deleted tram the NPL where no further response is appropriate. r* • -fix,,. �t•c�, :: :OVERNMENT! NFRAP: No Further Remedial Action Planned Source: EPAftM Telephone: 703. 4164702 . . NFRAP- As of February 1995, CERCLIS sites designated *No Further Remedial Action Planned' ( NFRAP) have been removed from CERCLIS. NFRAP sites may be sites where, following an initial investigation, no contamination was found. contamination was removed quickly without the need for the site to be placed on the NPL, or the corntandnatlon was not serious enough to require Federal Superfund action or NPL consideration. EPA has removed approximately 25.000 NFRAP sites to lift the unintended barriers to the redevelopment of these properties and has ardtived them as historical records so EPA does not needlessly repeat the investigations in the future. This policy change is part of the EPA's Browrtlields Redevelopment Program to.help cities, states, private investors and affected citizens to promote economic redevelopment of unproductive urban sites. f _ FRDS: Federal Reporting Data System Source: EPA/Officcs of Drinking Water FRDS provides information regarding public water supplies and their Compliance with monitoring requirements, maximum contaminant. levels (MCL's), and other requirements of the Safe Drinking Water Act of 1966. Area Radon Information: The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. Oil/Gas Pipelines/Electrical Transmission Lines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs from 1:100,000 -Scale Maps. It was extracted from the transportation category including some oil, but primarily gas pipelines and electrical transmission lines. Sensitive Receptors: There are individuals who, due to their fragile immune systems, are deemed to be especially sensitive to environmental discharges. These typically include the elderly, the sick, and children. While the exact location of these sensitive receptors cannot be determined, EDR indicates those facilities, such as schools, hospitals, day care centers, and nursing homes, where sensitive receptors are likely to be located. USGS Water Wells: In November 1971 the United States Geological Survey (USGS) implemented a national water resource information tracking system. This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on more than 900,000 welts, springs, and other sources of groundwater. Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 1994 from the Federal Emergency Management Agency (FEMA). Data depicts 100 -year and 500 -year flood zones as defined by FEMA. Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines In California: The fault lines displayed on EDR's Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geologicai Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California's Preliminary Fault Activity Map prepared by the California Division of Mines and-Geology. CA Water Well Databases: Drinking Water Quality Monitoring Database: Includes wells where chemicals and pesticides have been detected. Source: Department of Health Services, Office of Drinking Water Public Wells Database: inventory of drinking water supply wells. Source: Department of Health Services, Office of Drinking Water Sites may be listed in more than one database TC95194 Page 1 of s TOW Database Plotted NPL 0 Delisted NPL 0 - RCRIS -TSD 0 AWP 0 —Cal -Sites 0 Delisted Cal -Sites 0 Notify 65 0 CHMIRS 0 Cortese 0 Toxic Pits 0 CERCUS 0 I CERC -NFRAP 0 CORRACTS 0 St. Landfill (SWIS) 0 LUST 2 UST 10 AST 0 RAATS 0 SWAT 0 HWIS 3 RCRIS Sm. Quan. Gen. 2 RCRIS Lg. Quan. Gen. 1 HMIRS 0 PADS 0 ERNS 0 FINDS 2 TRIS 0 TSCA 0 MLTS 0 NPL Liens 0 Site Mitigation 0 Industrial Site . 0 CA Unauth Rel. (HE17) 0 CA Nonfuel Leaks 0 CA Bond Exp. Plan 0 ROD 0 CONSENT 0 CA HW Generator 0 CA FID 0 Sites may be listed in more than one database TC95194 Page 1 of s kup ID Dberalort EDR ID Nta:eber Sae DaftbaWS) EPA ID Number 1 INDIAN WELLS CHIROPRACTIC HWIS S100864532 74%7 HWY 111 N/A INDIAN WELLS, CA 92210 2 DR. AIDAN RANEY LA QUINTA HOTEL ENGINEERING RCRIS -SOG 1000819877 AVE 49 & JEFFERSON ST. 49499 EISENHOWER DR INDIO, CA 92201 LA QUINTA, CA 92253 UST: RCRIS: Fad* ID-. 00000053287 Owner. LA QUINTA HOTEL Tank NL= 1 Container Nurn: 1 Year Installed: Not reported Tank Used for PRODUCT Type of Fuel: REGULAR Tank ConsUmfion: Not Reported Leak Detection: Stock Inventor Waste Quantity info Source Contact Name: Not reported E000 .00000 (N) Notification Telephone: (619) 3983611 Total Tanks. 0002 (Facility Type: 2 Other Type: FARM Facility ID: 00000053287 Tank Num: 2 Container Num: 2 Year Installed: Not reported Tank Used for PRODUCT Type of Fuel: Not Reported Tank Construction: Not Reported Leak Detection: None ,*}n, 4 Contact Name: Not reported UST U002167788 Telephone: (619) 39 8-3611 Total Tanks: 0002 Facility Type: 2 Other Type: FARM UST 0001573421 WA Tank Capacity: 00000500 Region: Not reported Tank Capactty 00000000 Region: Not reported 3 LA QUINTA HOTEL ENGINEERING RCRIS -SOG 1000819877 49499 EISENHOWER DR FINDS CA09836SO907 LA QUINTA, CA 92253 RCRIS: Owner. LA QUINTA HOTEL (619) 564 -7690 ContactANDREA MOCK (619) 564 -7690 Waste Quantity info Source Waste Quantfty Info Source E000 .00000 (N) Notification D001 .00000 (N) Notification D018 D0000 (N) Notification D039 .00000 (N) Notification (P) = Pounds , (tq = )Glograms , (M) = Metrfc Tons , (T) . Tons , (N) a Not Reported 3 LA QUINTA HOTEL ENGINEERING HWIS S100666149 49499 EISENHOWER DR WA LA QUINTA, CA 92253 ,*}n, 4 LA QUINTA HOTEL GOLF 8 TENNIS UST U002167788 49411 AVENIDA OBREGON WA LA OUINTA, CA 92253 TC95194 Page 2 of 6 ■ Mtn ID OfreWo� EDR ID Number Dlst= Site Databases) EPA ID Number • t LA QUINTA HOTEL GOLF S TENNIS (C.00 red) 0002167788 UST: 772253002 UST 0002167782 JEFFERSON & 50TH ST Facility ID: Not reported LA QUINTA, CA NA T" Nurm Not Reported Container. Nurm Not reported Tank Capacity: Not reported Year Installed: Not reported Tank Used for Not Reported Type of Fuel: Not Reported Tank Construction Not Reported Leak Detection: Container Num: Not reported Tank Capacity Not reported Year Installed: Contact Name: Not reported Not Reported Type of Fuel: Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE Facility Type: Not reported Other Type: Not reported S ABANDONED.ORANGE GROVE 772253002 UST 0002167782 JEFFERSON & 50TH ST Reg Board: NtA LA QUINTA, CA NA Chemical: 12031 UST: Lead Agency: Local Agency Facility ID: Not reported Case Type: Soil only Tank Num: Not Reported Container Num: Not reported Tank Capacity Not reported Year Installed: Not reported Tank Used for Not Reported Type of Fuel: Not Reported Tank Construction: Not Reported Leak Detection: Pollution Char: Not reported Remed Plan: Contact Name: Not reported Not reported Monitoring: Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE Facility Type: Not reported Other Type: Not reported 6 CIRCLE K A4S7 78110 CALLS TAMPICO LA QUINTA, CA 92253 LUST: LUST S10099S131 WA Facility ID: 772253002 Cross Street: BERMUDAS Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 12031 Lead Agency: Local Agency Case Type: Soil only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 07/2311992 Confirm Leak: Not reported Workplan Not reported Prelim Assess: Not reported Pollution Char: Not reported Remed Plan: Not reported - Remed Action: Not reported Monitoring: Not reported Close Date: 07!23/1992 Release Data: 06/14/1988 LUST Region 7: Facility ID: 772253002 Local Agency: RIV Lead Agency: Local Agency Release Date: 06/1411988 Case Type: Soil only Chemical: 12031 Status: Signed off, remedial action completed or deemed unnecessary Last Review. Not reported 6 CIRCLE K STORE #457 78110 CALLE TAMPICO LA QUINTA, CA 92253 RCRIS: Not Reported FINDS _ 1000174078 RCRIS -LOG CADS81680697 UST LUST f• TC95194 Page 3 of 6 Map ID Dhld t EDR ID Ntlr w Dtstarlce Site Databese(s) EPA ID Ntart w CIRCLE K STORE 0457 (Continued) LUST Region RV: 3 Container Num: 3 Tank Capacity: 00010000 Fatty ID: 89170 Employee ID: 4 PRODUCT Status: Signed off, remedial action completed or deemed unnecessmy Tank Construction: Not Reported Site Closed: Yes Case Type: Soil only UST: (619) 564 -4821 Total Tanks: 0003 Region: Not reported Facility ID: 00000013841 Other Type: Not reported Tank Nurrr 1 Container Num: 1 Tank Capadly: 00010000 Year Installed: Not reported Tank Used for PRODUCT Type of Fust REGULAR Tank Construction: Not Reported Leak Detection: Stock inventor Contact Name: KEN ZIMMERMAN Telephone: (619) 5644821 Total Tanks:. 0003 Region: Not reported Facility Type: 1 Other Type: Not reported Facility ID: 00000013841 Tank Num: 2 Container Num: 2 Tank Capacity. 00010000 Year Installed Not reported Tank Used for PRODUCT Type of Fuef: UNLEADED Tank Construction: Not Reported Leak Detection: Stock inventor Contact Name: KEN ZIMMERMAN Telephone: (619) 5644821 Total Tanks: 0003 Region: Not reported Facility Type: 1 Other Type: Not reported Facility 1D: 00000013841 Tank Num: 3 Container Num: 3 Tank Capacity: 00010000 Year Installed: Not reported Tank Used for PRODUCT Type of Fuel: PREMIUM Tank Construction: Not Reported Leak Detection: Stock Inventor Contact Name: KEN ZIMMERMAN Telephone: (619) 564 -4821 Total Tanks: 0003 Region: Not reported Facility Type: 1 Other Type: Not reported Facility ID: Not reported Tank Num: Not Reported Container Num: Not reported Tank Capacity: Not reported . Year Installed: Not reported. Tank Used for , Not Reported Type of Fuel: Not Reported Tank Construction: Not Reported Leak Detection: Contact Name: Not reported Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE Facility Type: Not reported Other Type: Not reported 7 STEPHENSON ROBERT L MD HWIS 78150 CALLE TAMPICO LA OUINTA, CA 92253 1000174078 s� S100945788 WA B GTEILA OUINTA UST 0002095447 78150 AVENIDA LA FONDA WA LA OUINTA, CA 92253 TC95194 Page 4 of 6 map ID Di edw Distance Site GTE/LA QUINTA (Continued) EDR ID Number Databases) EPA ID Number UST: Facility ID: Not re ported 78752 AVENIDA 52 Tank Num: Not Reported Container Nun: Not reported Tank Capacity: Not repotted Year Installed: Not reported Tank Used for Not Report Type of Fuel: Not Reported Tank Construction: Not Reported Leak Detection: Contact Name: Not reported Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE Facailty Type: Not reported Other Type: Not reported 0002095447 y,,t 9 MINT CLEANERS RCRIS -SOG 1,000985055 50949 WASHINGTON LA QUINTA, CA 92253 CAR000001644 RCRIS: Owner. ALAN KIM (619) 564.5888 Contact -Not reported Waste Ouantity Info Source Waste Ouantity Info Source DODO .00000 (N) Notification D039 .00000 (N) Notification F002 .00000 (N) Notification (P) = Pounds . (K) = Kilograms , (M) = Metric Tons , (T) = Tons . (N) = Not Reported _,,7 a10 LA QUINTA GOLF - CITRUS UST 0002167786 78752 AVENIDA 52 WA LA QUINTA, CA 92253 UST: . Facility ID: Not reported Tank Num: Not Reported Container Num: Not reported Tank Capacity: Not reported Year Installed: Not reported Tank Used for Not Reported Type of Fuel: • Not Reported Tank Construction: Not Reported Leak Detection: Contact Name: Not reported Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE FaciBty Type: Not reported Other Type: Not reported 11 PGA WEST ARNOLD PALMER COURSE UST 0002167791 79811 AVENIDA 54 WA LA QUINTA, CA 92253 UST: Facility ID: Not reported Tank Num: Not Reported Container Num: Not reported Tank Capacity: Not reported Year Installed: Not reported Tank Used for Not Reported Type of Fuel: Not Reported Tank Construction: Not Reported Leak Detection: Contact Name: Not reported Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE Facility Type: Not reported Other Type: Not reported TC95194 Page 5 of 6 =I map to Dkecdon EDR ID Ntm W Dlatance Site Databas(s) EPA to Number 1 12 COUNTY OF RIVERSIDE FIRE STA 870 UST 0002167785 54001 MADISON NJA LA OUINTA, CA 92253 UST: FaciOty ID: Not reported Tank Nurrt Not Reported Container Nurrc Not repotted Tank Capartity: Not reported Year Installed: Not reported Tank Used Ibr Not Reported Type of Fuel: Not Reported Tank C.onstrueti : Not Reported Leak Detection: Contact Name: Not reported Telephone: Not reported Total Tanks 0 Region: RIVERSIDE Faciety Type: Not reported Other Type: Not reported 13 IMPERIAL IRRIGATION DISTRICT UST 0002168225 81600 AVENUE 58 NIA THERMALA.A OUINTA, CA 92253 UST: Facility ID: Not reported Tank Num: Not Reported Container Num: Not reported Tank Capacity. Not reported Year Installed: Not reported Tank Used for Not Reported Type of Fuel: Not Reported Tank C4nstrwdon: Not Reported Leak Detection: Contact Name: Not reported Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE Facility Type: Not reported Other Type: Not reported 14 PGA WEST NICKLAUS PRIVATE COURSE UST 0002167789 80202 AVENUE 58 NIA LA QUINTA, CA 92253 UST: Facility 1D: Not reported Tank Num: Not Reported Container Num: Not reported Tank Capacity: Not reported Year Installed: Not reported Tank Used for Not Reported Type of Fuel: Not Reported Tank Construction: Not Reported Leak Detection: Contact Name: Not reported Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE Facility Type: Not reported Other Type: Not reported TC95194 Page 8 of 8 CRY EDR 10 She Name She Address Zip Database(s) BERMUDA DUNES S100933881 DESERT PRINTING COMPANY ING 79.521 COUNTRY CLUB DRIVE 92201 HWIS BERMUDA DUNES S100936230 GOODYEAR TIRE CENTER 78 -105 COUNTRY CLUB DRIVE 92201 HWIS BERMUDA DUNES 3100858959 CNTY OF RIVERSIDE, DHS, HWC, PROGM BERMU 79 -733 COUNTY CLUB DR 92201 HWIS BERMUDA DUNES 1000595547 CALARCIO LANDSCAPE 40 260 GALINDO CT 92201 RCRIS -SQG. FINDS BERMUDA DUNES 1000213939 GENERAL TELEPHONE OF CALIFORNI 42140 WASHINGTON ST 92201 FINDS BERMUDA DUNES S100995017 GTE - WASHINGTON _ 42140 WASHINGTON 92201 LUST BERMUDA DUNES 5100355417 ARCO STATION 05597 30,420 WASHINGTON 92201 LUST CHIRIACO SUMMIT S100973111 COTTONWOOD RANGER STATION CHIRIACO SUMMIT 92201 LUST DESERT SHORES S100995211 DESERT SHORES MARINA 320 DESERT SHORES DRIVE 92274 LUST DESERT SHORES 5100355512 EXXON WALTY'S 498 SCOTT DRIVE 92274 LUST EL CAJON 5101336885 SURESH PATEL 404 CHASE AVE E 92201 LUST INDIAN WELLS 1000424508 VALUE CLEANERS 74903 HWY 111 92210 FINDS INDIAN WELLS S100877423 VALUE CLEANERS 74903 HWY 111 92210 HWIS INDIAN WELLS 6100877653 VILLAGE PHOTO 74925 HWY 111• 92210 HWIS INDIO 1000219320 DESERT AUTO BODY 83 -167 HWY 111 92201 RCRIS -SOG, FINDS INDIO 1000387502 FIESTA FORD LINCOLN MERCURY 83407 HWY 111 92201 FINDS, RCRIS�OG. UST, HWIS INDIO 1000266043 MARK C BLOOME 81 -124 HIGHWAY 111 92201 FINDS INDIO 1000259181 INDIO TOYOTA INC 63368 HWY 111 92201 RCRIS -SOG, FINDS INDIO 1000282012 7- ELEVEN STORE 2131- 18401 / WPO 81500 HWY 111 92201 FINDS, UST INDIO S100935253 FIESTA FORD - LINCOLN MERCURY 83407 HIGHWAY 111 92101 HWIS INDIO S100937340 INDIO CARWASH 83368 HWY 111 92201 HWIS INDIO S100995259 TEXACO STATION - INDIO 81951 HIGHWAY 111 92201 LUST INDIO 8100995258 DOLLY MADISON NO. 66 81740 HIGHWAY 111 92201 LUST INDIO S100973212 MARSH (VACANT LOT) 81517 HIGHWAY 111 92201 LUST INDIO S100972984 DSUSD TRANSPORTATION YARD 82879 HIGHWAY 111 82201 LUST INDIO S100945545 SOUTHWEST JEEP EAGLE 83167 HWY 111 92201 HWIS INDIO SIOOW8139 MIDWAY AUTOBODY 83255 HIGHWAY 111 92201 HWIS INDIO S100973036 SUNRISE GAS 81410 HIGHWAY 111 92201 LUST INDIO 1000926163 DMB PACKING CORP 82 025 AVE 44 92201 FINDS INDIO 1000905291 INDIOS AUTO WRECKING 84 800 AVE 48 92201 RCRIS -SQG, FINDS INDIO S100935957 GENERAL TELEPHONE OF CA 83793 AVENUE 47 92201 HWIS INDIO 6100995274 GTE - INDIO PLANT YARD 89793 DR. CARREON DRIVE 92201 LUST INDIO S100995270 INDIO PLANT YARD 83793 DR. CARREON DRIVE 92201 LUST INDIO 1000250002 PACIFIC BELL 45330 DIVISION 92201 FINDS, RCRIS -LOG INDIO 1000855631 COACHELLA LANDFILL END OF 44TH AVE, OFF DILLON RD. 92201 FINDS, CERC-NFRAP INDIO 1000886252 DESERT SANDS UNIFIED SCHOOL DIST 82 879 HWY 111 92201 RCRIS -SQG. FINDS INDIO 1000595538 BRETZ VOLKSWAGON 83 255 HWY 111 92201 RCRIS -SQG, FINDS INDIO 1000425351 UHAUL CENTER OF INDIO 83 491 HWY 111 92201 RCRIS -SQG, FINDS INDIO 1000597873 DESERT PHOTO LAB 82 227 HWY 111 STE 28 92201 RCRIS -800. FINDS INDIO 1000258802 INDIO IMPERIAL CHRYSLER CENTER 83 095 INDIO BLVD .92201 FINDS, RCRIS4AG INDIO SIM355559 USA STA. (ABANDONED) 82-031 INDIO BOULEVARD 92201 LUST INDIO 5/01134355 ADAMS SERVICE STATION (FORMER) 63579 INDIO BLVD 92201 LUST INDIO 5101134402 CHEVRON STATION 09.5535 82742 INDIO BLVD 92201 LUST M, Faa8lgr ID 7T2201030 7T2201056 772201032 TT2274006 772274009 9UT /985 00000036184 00000012357 YT2201015 TT2201001 772201037 TT2201004 772201059 7T2201043 772201034 TC05194 Paps 1 of 3 u w FOR 10 Silo Name INDIO INDIO INDIO INDIO INDIO INDIO INDIO INDIO INDIO INDIO INDIO INDIO INDIO 1NDIO INDIO INDIO INDIO. INDIO INDIO INDIO INDIO INDIO INDIO INDIO INDIO INDIO LA OUINTA LA OUINTA LA OUINTA LA QUINTA LA OUINTA LA QUINTA LA QUINTA —LA OUINTA LA OUINTA LA QUINTA LA QUINTA LA OUINTA LA QUINTA LA OUINTA LA OUINTA LA OUINTA LA OUINTA °LA OUINTA LA OUINTA 1.A QUINTA LA OUINTA S4e Address Zlp Database(s) 8101134442 EZ SERVE TRUCK STOP 84425 INDIO BLVD 92201 LUST S101134434 EXPRESS STOP 82688 INDIO BLVD 92201 LUST SIOI134511 MUFFLER WORLD 02885 INDIO BLVD 92201, LUST S101134624 WRIOHTS TRUCK STOP 81929 INDIO BLVD 92201 LUST 6100995267 HOUSTON LUMBER COMPANY 83490 INDIO BLVD 92201 LUST S100995264 MUFFLER WORLD 82885 INDIO BLVD 92201 LUST S100995263 LUNA'S AUTO REPAIR _ 82775 INDIO BLVD 92201 LUST 8100973045 CHEVRON STATION 119.5535 82742 INDIO BLVD 92201 LUST S100995282 EXPRESS STOP 82688 INDIO BLVD 92201 LUST S100972991 ADAMS SERVICE STATION 63579 INDIO BLVD 92201 LUST S100973018 TEXACO 07, WRIGHTS a1929 INDIO BLVD 92201 LUST 5100995257 TARMAC (EMPIRE SALES COMPANY) 91501 INDUSTRIAL PL 92201 LUST 1000213848 GENERAL TELEPHONE OF CA 45.550 JACKSON ST 92201 FINDS, RCRIS -LOO 1000133595 GEN TELEPHONE OF CA/ INDIO 45.330 JACKSON ST 92201 FINDS, RCRIS -LOO 10002944/9 PALM SPRINGS OIL 12 44180 N JACKSON AVE 92201 RCRIS -SOG, FINDS S100700396 GATE CITY BEVERAGE 82309 MARKET ST 92201 LUST 1000591796 DMS PACKING CORP 40.555 MONROE ST 92201 FINDS 1000341657 TESORO GASOLINE DIGAS INDIO 44.251 MONROE ST 92201 FINDS, RCRIS -LOO 5100995244 SANTA FE PACIFIC PIPELINE MONROE / INDIO BOULEVARD 92201 LUST 1000818751 G S A FLEET SVC INDIO 46 263 OASIS ST 92201 RCRIS -SOG, FINDS S100995252 SOUTHERN PACIFIC 45050 PACIFIC STREET 92201 LUST 6100"6245 PAN AMERICAN (VACANT LOT) SHIELDS ROAD 82201 LUST S100973125 INDIO SPEEDOMETER 44288 SUN GOLD ST 92201 LUST S100851521 IX LL WILSON CONSTRUCTION 83827 TAMRISK 92201 HWIS SIODS50700 I GAYLAN CLARK 82262 VALENCIA 92201 HWIS 1000590838 VALLEY SAN DIST WWTP 45 -500 VAN BUREN ST 92201 FINDS S101300463 SIMON MOTORS 111 HWY (78611) 92253 Cortese 0002095885 SIMON MOTORS INC 78811 HIGHWAY 111 92253 UST U002167792 WAL -MART 78950 HIGHWAY 111 92253 UST SIOO877707 WAL -MART PHOT 11805 7850 HIGHWAY 111 92253 HWIS S101335383 SIMON MOTORS 78611 HIGHWAY 111 92253 LUST S100551420 1X LA QUINTA FARMS 62ND AVE, 1200 FT W OF MONROE 92253 HWIS 5100936543 LA QUINTA COUNTRY CLUB 77 -750 92253 HWIS S1100954322 LA QUINTA COUNTRY CLUB 71750 AVE 50 92253 LUST 0001574013 BENA RANCH AVE. 52 92253 UST 1000213874 GENERAL TELEPHONE OF CALIFORNI 78.150 AVENIDA LA FONDA 92253 FINDS 0001574014 BLACK GOLD 77.985 AVENIDA MONTEZUMA 92253 UST 0001987204 ALLIANCE SERVICE STATION 71985 AVENIDA MONTEZUMA 92253 UST 8101134296 BURNS RANCH 78505 AVENIDA 52 92253 LUST . S101192611 OAK TREE WEST PROPERTY 79999 AVENIDA 52 92253 LUST S 100973155 BURNS RANCH 78505 AVENIDA 52 92253 LUST 0002187784 COUNTY OF RIVERSIDE FIRE LA OUINTAN 78136 AVENUE 52 92253 UST S100937262 IID POWER COACH HILLA DIVISIONS 81.600 AVENUE 58 92253 HWIS 8100225039 LA OUINTA COUNTRY CLUB 77750 AVENUE 50 92253 NoWV 65 8100973116 LA OUINTA COUNTRY CLUB 77750 AVENUE 50 92253 LUST 0002095496 LA QUINTA GOLF -DUNES 78501 CALLE ULTIMO 92253 UST 0002167787 LA OUINTA GOLF- MOUNTAIN 77550 CALLE TAMPICO 92253 UST M, Facility ID _772201008 7T220104a 7T2201023 7T2201055 772201083 7T2201026 YT2201027 TT2201030 772201060 YT2201031 7T2201033 7T2201049 7T2253006 00000059817 7T2253007 7T2253003 7T2253004 TC95194 Peps 2 of 3 City LA OUINTA LA QUINTA L_ (;,1. •ALA QUINTA -�—LA OUINTA (1• -•" LA OUINTA Pr --LA QUINTA (� -LA OUINTA LA OUINTA LAQUINTA LAQUINTA MECCA OASIS I fl- 6 ft OASIS bASIS OCOTILLO WELLS PALM SPRINGS SALTON CITY SALTON CITY SALTON CITY SALTON CITY SALTON SEA THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL -'THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL . THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL THERMAL THERMALL EDR ID Spe Name She Address Zip Delabass(s) Fac9by ID S101485866 CIRCLE K 0451 78110 CALLE TAMPICO 92253 LUST S101442651 CIRCLE K 0451 78110 CALLE TAMPICO 82253 LUST 7T2253008 8100995130 LA QUINTA HOTEL 49499 EISENHOWER DR 92253 LUST 7T2253001 S100973126 LA QUINTA HOTEL GOLF 49499 EISENHOWER DR 92253 LUST 7T2253005 0002167790 PGA WEST NICKLAUS RESORT/STADIUM 54201 MADISON AVE 92253 UST 8101134328 OAK TREE WEST PROPERTY 79999 OLD AVENUE 52 92253 LUST / 8100858641 CITRUS GROVE EAST SIDE OF JEFFERSON ST 92253 HWIS _ S100217112 WASHINGTON 1MILE SUTH OF HWY 111 92253 CHMIRS 0001574015 FARACOS RANCH AVE. 50 92253 UST 00000059690 0001574016 RANCHO ORIETTA JEFFERSON ST. 92253 UST 00000059686 S100995134 RIV CO FIRE DEPT. 140. 91100 FOURTH STREET 92274 LUST 772254006 S100995276 OASIS STATION 80705 HIGHWAY 111 92274 LUST 772274020 S100995277 H&H RANCH 67050 AVENUE 71 92274 LUST 772274005 5101481313 COTTONWOOD CANYON MILL DUMP CANYON ROAD, END (MAIL: DYER, NV 69010) 92274. Cal -Suss 5100995278 BLU -IN PARK 7189 HIGHWAY 78 92274 LUST YT2004008 5100995294 GTE PALM SPRINGS PLANT YARD 979 GENE AUTRY TRAIL 92201 LUST 7T2262015 1000685876 SALTON SEA TEST BASE HWY 86 92274 " CERCLIS, FINDS S100995295 T&G GAS COMPANY FRONTAGE RD/S. MARINA DR. 92274 LUST 7T2274006 1000596438 USOOI FWS SALTON SEA NWR SALTON SEA NWR 92274 FINDS 1000351935 AMERICAN TELEPHONE 6 TELEGRAPH SALTON CM 7 MI W OF 92274 FINDS, RCRIS -LOG S 101480329 SALTON SEA NAVAL WEAPONS TRAINING CTR N OF INTERSECTION OF HWY 78 / HWY 86 92274 Cal -Spec 1000592007 OXYCHEM THERMAL 53901 HWY 111 AND AVE 54 92274 FINDS 1000165156 WILBUR -ELLIS CO 53901 HWY 111 AT AVE 54 92274 FINDS, RCRIS -LOG, CERC -NFRM 1000213929 GENERAL TELEPHONE OF CALIFORNI 56189 HWY 111 92274 FINDS S100995298 GTE • THERMAL 56189 HIGHWAY 111 92274 LUST 772274001 6100995296 JOE'S TUNE UP 55951 HIGHWAY t 11 92274' LUST IT2274010 8100995297 COACHELLA VALLEY ORGANIC FERTI 55591 HIGHWAY 1 I 1 92274 LUST • 7T2274013 5100201788 OCCIOENTIAL CHEMICAL COMPANY 53901 HIGHWAY 111 AT AVENUE 54 92274 Cal -Sites 8100973129 TORRENCE FARMS 54050 HIGHWAY 66 92274 LUST 7T2274014 S100202297 NOELS FLYING SERVICE AIR BASE 92274 Cal -Sp" 8100995303 SSA MANAGEMENT 86911 AIRPORT BOULEVARD 92214 LUST YT2274015 S1009953D4 RIV CO ROAD YARD 67495 AIRPORT BOULEVARD 92274 LUST TT2274007 SIOI 134451 FOSTER TURF FARM 81750 AIRPORT BLVD 92274 LUST S 101134596 THERMAL ROAD YARD 86199 AIRPORT BLVD 92274. LUST 5100995302 RIVERSIDE COUNTY THERMAL YARD 86199 AIRPORT BLVD 92274 LUST 772274012 6100355444 CVUSO BUS BARN 83800 AIRPORT BLVD 92274 LUST 7T2274004 5101192624 FOSTER TURF FARM 81750 AIRPORT BLVD 92274, LUST 7T2274021 1000819372 DELLAR RANCHES 85 625 AVE UNIT 68 92274 RCRIS•SOG, FINDS 1000593016 COACHELLA VALLEY WO WWTP AVE 63 AND FILLOMORE ST 92274 FINDS S100355445 CVUSO SURPLUS YARD 87 -150 CHURCH STREET 92274 LUST 772274002 5101481588 CONAWAY. FLOYD MIDDLETON RD. 92274 Ce6Sllss SIOD355468 RIV CO THERMAL AIRPORT 56580 TYLER STREET 92274 LUST 772274017 S100700435 LA QUINTA AIR SERVICE 56850 TYLER ST 92274 LUST 8100995301 LA QUINTA AIR SERVICE 56850 TYLER ST 92274 LUST YT2274010 S100995300 RIV CO FIRE DEPT. 139 56925 TYLER ST 92274 LUST YT2274010 5100973007 FAA - THERMAL AIRPORT 68850 TYLER ST 92274 LUST 7T2274003 1000688276 PETER RABBIT FARMS 64270 AVE 58 92274 RCRI84Q0, FINDS TC95194 Pegg 3 of 3 city EDR 10 6116 Name She Address ZIP Dauftse(s) Facility ID INDIO 5101134442 EZ SERVE TRUCK STOP 84425 INDIO BLVD 92201 LUST INDIO 5101134434 EXPRESS STOP 826M INDIO BLVD 92201 LUST INDIO 6101134511 MUFFLER WORLD 82885 INDIO BLVD 92201 LUST INDIO 9101134624 WRIGHTS TRUCK STOP 81929 INDIO BLVD 92201 LUST INDIO S100995267 HOUSTON LUMBER, COMPANY 83490 INDIO BLVD 92201 LUST 77220/006 INDIO S100995264 MUFFLER WORLD 82885 INDIO BLVD 92201 LUST 772201048 INDIO S100995263 LUNA'S AUTO REPAIR 82775 INDIO BLVD 9220) LUST - 772201023 INDIO 5100973045 CHEVRON STATION 09 -5535 02742 INDIO BLVD 92201 LUST TT2201055 INDIO S100995282 EXPRESS STOP 82688 INDIO BLVD 92201 LUST 7T2201083 INDIO SIOD972991 ADAMS SERVICE STATION 83579 INDIO BLVD 92201 LUST 7T2201026 INDIO S100973018 TEXACO 07, WRIGHTS 81929 INDIO BLVD 92201 LUST 7T2201027 INDIO S100995257 TARMAC (EMPIRE SALES COMPANY) 81501 INDUSTRIAL PL 92201 LUST 772201038 INDIO 1000213848 GENERAL TELEPHONE OF CA 45.550 JACKSON ST 92201 FINDS. RCRLS-LOG INDIO 1000133595 GEN TELEPHONE OF CA/ INDIO 45 -330 JACKSON ST 92201 FINDS, RCRIS -LOG INDIO 1000294449 PALM SPRINGS OIL 02 44180 N JACKSON AVE 92201 RCRIS -SOG, FINDS INDIO S10070D396 GATE CITY BEVERAGE 82309 MARKET ST 92201 LUST INDIO 1000591798 DMB PACKING CORP . 40-555 MONROE ST 92201 FINDS INDIO 1000341657 TESORO GASOLINE L DIGAS INDIO 44 -251 MONROE 8T 92201 FINDS. RCRIS -LOG INDIO 8100995244 SANTA FE PACIFIC PIPELINE MONROE / INDIO BOULEVARD 92201 LUST IT2101080 IND16 1000818757 G S A FLEET SVC INDIO 48 263 OASIS ST 92201 RCRIS -SOG, FINDS INDIO S100995252 SOUTHERN PACIFIC 45050 PACIFIC STREET 92201 LUST 772201031 INDIO' 5100995245 PAN AMERICAN (VACANT LOT) SHIELDS ROAD 92201 LUST 772201033 INDIO St00973125 INDIO SPEEDOMETER 44288 SUN GOLD ST 92201 LUST 772201049 INDIO 5100851521 1X LL WILSON CONSTRUCTION 83827 TAMRISK 92201 HWIS INDIO 8100850708 1X GAYLAN CLARK 82262 VALENCIA 92201 HWIS INDIO 1000590638 VALLEY SAN DIST WWTP 45.500 VAN BUREN ST 92201 FINDS LA OUINTA S10I300463 SIMON MOTORS 111 HWY (78811) 92253 Cortese LA OUINTA 0002095685 SIMON MOTORS INC 76611 HIGHWAY 111 .92253 UST LA OUINTA 0002187792 WAL4AART 78950 HIGHWAY 111 92253 UST LA OUINTA 5100877787 WAL-MART PHOT 01805 7850 HIGHWAY 111 92253 HWIS LA QUINTA 8101335383 SIMON MOTORS 78611 HIGHWAY 111 92253 LUST 7T2283006 LA QUINTA S100851420 1X LA QUINTA FARMS 62ND AVE, 1200 FT W OF MONROE 92253 HWIS --LA OUINTA 5100938513 LA QUINTA COUNTRY CLUB 77 -750 92253 HWIS —LA OUINTA S100994322 LA QUINTA COUNTRY CLUB 77750 AVE 50 92253 LUST LA OUINTA 0001574013 BENA RANCH AVE. 52 92253 UST 00000059617 LA OUINTA 1000213874 GENERAL TELEPHONE OF CALIFORNI 78.150 AVENIDA LA FONDA 92253 FINDS LA QUINTA 0001574014 BLACK GOLD 77 -985 AVENIDA MONTEZUMA 92253 UST LA OUINTA 0001987201 ALLIANCE SERVICE STATION 77985 AVENIDA MONTEZUMA 92253 UST LA OUINTA 5101134299 BURNS RANCH 78505 AVENIDA 52 92253 LUST —LA OUINTA S101192611 OAK TREE WEST PROPERTY 79999 AVENIDA 52 92253 LUST 712253007 LA OUINTA 8100973155 BURNS RANCH 78505 AVENIDA 52 92253 LUST 772253003 LA OUINTA 0002167784 COUNTY OF RIVERSIDE FIRE LA OUINTAO 78136 AVENUE 52 92253 UST LA OUINTA $100937262 111) POWER COACH HIL.LA DIVISIONS 81.600 AVENUE 58 92253 HWIS - -LA OUINTA SIOD225039 LA OUINTA COUNTRY CLUB 77750 AVENUE 50 92253 Notify 65 LA OUINTA 8100973116 LA QUINTA COUNTRY CLUB 77750 AVENUE 50 92253 LUST 7T2253004 -LA QUINTA U002095496 LA OUINTA GOLF•OUNES 78501 CALLE ULTIMO 92253 UST - -LA QUINTA 0002167787 LA QUINTA GOLF - MOUNTAIN 77550 CALLE TAMPICO 92253 UST TC95194 Page 2 of 3 City EDR ID She Name She Address 21p Delabase(s) Facility 10 . LA OUINTA S101485NO CIRCLE K 0457 78110 CALLE TAMPICO 92253 LUST LA QUINTA 5101442651 CIRCLE K N457 78110 CALLE TAMPICO 92253 LUST 772253006 -ALA QUINTA S100995130 LA OUINTA HOTEL 49499 EISENHOWER DR 92253. LUST 7T2253001 - LA QUINTA 5100973126 LA QUINTA HOTEL GOLF 49499 EISENHOWER DR 92253 LUST 772263005 — LA QUINTA 0002187790 PGA WEST NICKLAUS RESORT/STADIUM 54201 MADISON AVE 92253 UST --U1 QUINTA S101134328 OAK TREE WEST PROPERTY 79999 OLD AVENUE 52 92253 LUST --LA QUINTA S10o658841 CITRUS GROVE EAST SIDE OF JEFFERSON ST 92253 HWIS LA OUINTA S100217112 WASHINGTON 1MILE SUTH OF HWY 111 92253 CHMIRS LAQUINTA 0001574015 FARACOS RANCH AVE. 50 92253 UST 00000059690 LAOUINTA 0001574018 RANCHOORIETTA JEFFERSON ST. 92253 UST 00000059686 MECCA 6100995134 RIV CO FIRE DEPT. 040 91104 FOURTH STREET 92274 LUST 772254006 OASIS 5100995276 OASIS STATION 80705 HIGHWAY 111 92274 LUST TT2274020 OASIS S 100995277 HdH RANCH 87050 AVENUE 71 92274 LUST TT2274005 OASIS 5101481313 COTTONWOOD CANYON MILL DUMP CANYON ROAD, END (MAIL: DYER, NV 89010) 92274 Cal-Spas OCOTILLO WELLS S100995278 BLU -IN PARK 7189 HIGHWAY 78 92274 LUST TF2004006 PALM SPRINGS S100995294 GTE PALM SPRINGS PLANT YARD 979 GENE AUTRY TRAIL 92201 LUST 772282016 SALTON CITY 1000885876 SALTON SEA TEST BASE HWY 86 92274 CERCLIS, FINDS SALTON CITY 5100995295 T&G GAS COMPANY FRONTAGE RDIS. MARINA DR. 92274 LUST 772274006 SALTON CITY 1000598438 USDOI FWS SALTON SEA NWR SALTON SEA NWR 92274 FINDS SALTON CITY 1000351935 AMERICAN TELEPHONE 6 TELEGRAPH SALTON CIT` 7 MI W OF 92274. FINDS, RCRIS-LQO SALTON SEA S101480329 SALTON SEA NAVAL WEAPONS TRAINING CTR N OF INTERSECTION OF HWY 76 / HWY Be 92274 Cal -Sites THERMAL 1000592007 OXYCHEM 714ERMAL 53901 HWY 111 AND AVE 54 92274 FINDS THERMAL 1000165156 WILBUR -ELLIS CO 53901 HWY 111 AT AVE 54 92274 FINDS, RCRIS -LOO, CERC -NFRAP THERMAL 1000213929 GENERAL TELEPHONE OF CALIFORNI 56189 HWY 111 92274 FINDS THERMAL S100995296 GTE - THERMAL 56189 HIGHWAY 111 92274 LUST 7T2274001 THERMAL S100995298 JOE'S TUNE UP 55951 HIGHWAY 111 92274 LUST 772274010 THERMAL 5100995297 COACHELLA VALLEY ORGANIC FERTI 55591 HIGHWAY 111 92274 LUST 772274013 THERMAL 8100201788 OCCIDENTIAL CHEMICAL COMPANY 53901 HIGHWAY I 1 I AT AVENUE 54 92274 Cal -Sties THERMAL S100973129 TORRENCE FARMS 54050 HIGHWAY 86 92274 LUST 7T2274014 THERMAL 5100202297 NOELS FLYING SERVICE AIR BASE 92274 Cal -SNss THERMAL S100995303 SSA MANAGEMENT 88911 AIRPORT BOULEVARD 92274 LUST TT2274015 THERMAL 8100995304 RIV CO ROAD YARD 87495 AIRPORT BOULEVARD 92274 LUST 7T2274007 —THERMAL S101134451 FOSTER TURF FARM 81750 AIRPORT BLVD 92274 LUST THERMAL S101134596 THERMAL ROAD YARD 86199 AIRPORT BLVD 92274 LUST THERMAL S100995302 RIVERSIDE COUNTY THERMAL YARD 85199 AIRPORT BLVD 92274 LUST TT2274012 THERMAL S100355444 CVUSD BUS BARN 83800 AIRPORT BLVD 92274 LUST TT2274004 °' THERMAL S101192624 FOSTER TURF FARM 81750 AIRPORT BLVD 92274 LUST 772274021 THERMAL 1000819372 DELLAR RANCHES 85 825 AVE UNIT 68 92274 RCRIS -SM. FINDS THERMAL 10005930/6 COACHELLA VALLEY WD WWTP AVE 63 AND FILLOMORE ST 92274 FINDS THERMAL 5100355445 CVUSD SURPLUS YARD 67 -150 CHURCH STREET 62274 LUST TT2274002 THERMAL 8101481586 CONAWAY. FLOYD MIDDLETON RD. 92274 Cal -SNes THERMAL 8100355468 RIV CO TIIERMAL,AIRPORT 56580 TYLER STREET 92274 LUST 772274017 THERMAL 6100700435 LA QUINTA AIR SERVICE 56850 TYLER ST 92274 LUST THERMAL 5100995301 LA QUINTA AIR SERVICE 56850 TYLER ST 92274 LUST 772274016 THERMAL 5100995300 RIV CO FIRE DEPT. 039 56925 TYLER ST 92274 LUST 772274018 THERMAL 8100973007 FAA - THERMAL AIRPORT. 58850 TYLER ST 92274 LUST 7T2274003 THERMALL 1000686275 PETER RABBIT FARMS 84270 AVE 58 92274 RCRIS4M, FINDS M TC95194 Papa 3 of 3 DETAILED ORPHAN USTING EDR 10 Number Site Database(s) EPA ID Number DESERT PRINTING COMPANY INC HWIS S100933861 79-521 COUNTRY CLUB DRIVE N/A BERMUDA DUNES, CA 92201 Notification GOODYEAR TIFIE CENTER HWIS S100936230 78-105 COUNTRY CLUB DRIVE N/A BERMUDA DUNES, CA 92201 Notification CNTY OF RIVERSIDE. DHS, HWC, PROGM BERMU HWIS S100858959 79-733 COUNTY CLUB DR WA BERMUDA DUNES, CA 92201 Sol only CALARCIO LANDSCAPE. 40 260 GALINDO CT BERMUDA DUNES, CA 92201 RCRIS: Owner. KLAUS AHLERS (415) 555 -1212 ContactJEFF WALTZ (619) 345 -1287 RCRIS -SOG 1000595547 FINDS CA0983594979 Waste Quantity Info Scums Waste Quantity Info Source 0000 .00000 (N) Notification 0001 :00000 (N) Notification D006 .00000 (N) Notification D007 .00000 (N) Notification 0018 .00000 (N) Notification D039 .00000 (N) Notification (P) = Pounds. (I) - Kili ograms . (M) 3 Metric Toni , M = Tons , (N) a Not Reported GENERAL TELEPHONE OF CAUFORNI FINDS /000213939 42140 WASHINGTON ST CAD980891105 BERMUDA DUNES. CA 92201 Colorado River Basin Region GTE - WASHINGTON LUST S100995077 42140 WASHINGTON WA BERMUDA DUNES, CA 92201 LUST: Facility 1D: 7T2201030 Cross Street Not reported Reg Board Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Last Review: Not reported Lead Agemy. Regional Board. Case Type: Sol only Status: Signed off, remedial action completed or deemed unnecessary Review Oats: 082411992 Confirm Leek Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char, Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 0824/1992 Release Date: 0311/1988 LUST Region 7: Facility 10: 7T2201030 Local Agency: R1V Lead Agency: Regional Board Release Date: 03/11/1988 Case Type: Soil oMy Chemical: 8006619 Status: Signed oft, remedial action completed or deemed unnecessary Last Review: Not reported TC95194 Page 1 of 42 01- DETAILED ORPHAN LISTING EDR ID Number Site Databaae(s) EPA ID Ntunbw GTE -WASHINGTON (Continued) ARCO STATION V497 39420 WASHINGTON BERMUDA DUNES, CA 92201 LUST: S100995M LUST S100355417 N/A Facility ID: 772201056 Cross Street 1-10 Reg Board: Colorado River Basle Region Oty Leaked: 3-5 G Chemical: 12031 Last Review. Not reported Lead Agency: Regional Board Case Type: Sol only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 08/02/1991 Confine Leak: Not reported Workpian: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 08/0211991 Release Date: 0724/1991 LUST Region 7: Facility ID: 7T22010S6 Local Agency: RIV Lead Ag�enCy. Regional Board Release Date: 0724/1991 Case Type: Sol only Chemical: 12031 Status: Signed off, remedial action Completed or deemed unnecessary Last Review. Not reported Facility ID: 7T22010S6 Local Agency RIV Lead Agency: Regional Board Release Date: 0724J1991 Case Type: Sol only Chemical: 12031 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported COTTONWOOD RANGER STATION CHIRIACO SUMMIT CHIRIACO SUMMIT, CA 92201 LUST: LUST S100973111 WA Facility 10: TT2201032 Cross Street: Not reported Reg Board: Colorado River Basin Region Oty Leaked: Not reported Chemical: 12031 Last Review: Not reported Lead Agency Regional Board Case Type: Sol only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 07110/1992 Confirm Leak Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char: Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 07/10/1992 Release Date: Not reported LUST Region 7: Facility ID: 772201032 Local Agency: RIV Lead Agency: Regional Board Release Date: Not reported Case Type: Sol only Chemical: 12031 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported TC95194 Page 2 of 42 f: DETAILED ORPHAN LISTING Site COTTONWOOD RANGER STATION (Continued) EDR ID Number Datatme(3) EPA ID Number DESERT SHORES MARINA LUST 320 DESERT SHORES DRIVE DESERT SHORES, CA 92274 LUST: Facility ID: 772274008 Cross Street: PALM DRIVE Reg Board: Colorado River Basin Regan Oty Leaked: NA Chemical: 8006619 Lead Agency: Regional Board Case Type: Sod only Status: Signed oil, remedial action completed or deemed unnecessary Review Date: 07/201992 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Reined Action: Not reported Monitoring:. Not reported Close Date: 07/24/1992 Release Date: 05W1989 LUST Regig^ 7: Facility ID: 772274008 Local Agency: IMP Lead Agency. Regional Board Release Date: 05/2311989 Case Type: Sod only Chemical: 8006619 Status:. Signed oft, remedial action completed or deemed unnecessary Last Review: Not reported EXXON WALTY'S 498 SCOTT DRIVE DESERT SHORES, CA 92274 LUST: 5100973111 S100995211 N/A LUST S100355512 N/A Facility 10: 772274009 Cross Street: HIGHWAY 86 Reg Board: Colorado River Basin Region Cty Leaked: NA Chemical: 8006619 Lead Agency: Regional Board Case Type: Sod only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 08/24/1992 Confirm Leak Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char:. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported - Close Date: 08/24/1992 Release Date: 06/06!1989 LUST Region 7: Facility ID: 772274009 Local Agency- IMP Lead Agency: Regional Board Release Date: 06/0611989 Case Type :. Sod only Chemical: 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported TC95194 Page 3 of 42 DETAILED ORPHAN LISTING EDR tD Number S8e Database(s) EPA ID Number EXXON WALTY'S (ContWOd) SURESH PATEL LUST 404 CHASE AVE E EL CAJON, CA 92201 LUST: Facility ID: 9UT1865 Cross Street: AVOCADO Reg Board: San Diego Region Gty Leaked: 0 Chemical: 12032 Lead Agency- Local Agency Case Type: . Soli only. Status: Signed off, remedial action completed or deemed unnecessary Review Date: 06MM993 Confirm Leak: 11A)Vl990 Workplan. 12f17/1990 Prelim Assess: Not reported Pollution Char: Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 0410911991 Release Date: 11/02/1990 VALUE CLEANERS FINDS 74903 HWY 111 INDIAN WELLS, CA 92210 VALUE CLEANERS HWIS 74903 HWY 111 INDIAN WELLS, CA 92210 S100355512 S101336M WA VILLAGE PHOTO HWIS 74925 HWY 111 INDIAN WELLS, CA 1 92210 DESERT AUTO BODY RCRIS -SQG 83-167 HWY 111 FINDS INDIO, CA 92201 RCRIS: Owner. INDIO TRANSMISSION (619) 342 -1850 Contact:ALMA VILLARREAL (619) 342 -1850 1000424506 CAD981638828 5100677423 WA S100877653 WA 1000219320 CADS81168123 Waste Quantity Info Source Waste Quantity Into Source D001 .00000 (N) Notification D003 .00000(N) Notification F005 .00000(N) Notification (P) = Pounds , (iQ = IGiograms . (M) = Metric Tons , (1) a Tons , (N) = Not Reported FIESTA FORD LINCOLN MERCURY FINDS 1000387502 83407 HWY 111 RCRIS -LQG CADS81573330 INDIO, CA 92201 UST HWIS TC95194 Pape 4 of 42 DETAILED ORPHAN LISTING EDR ID Number Site Databases) EPA ID Number FIESTA FORD LINCOLN MERCURY (Continued) RCRIS: Owner MIKE BURNS (415) 555 -1212 ContactEN41RONMENTAL MANAGER (619) 347 -1234 Waste Quantity Info Source D000 .00000 (N) Notification (P) - Pounds, (K) s Kilograms, 1000387502 r Waste Quantity Info Source D001 .00000(N). Notification (M) = Metric Torts, (T) = Tons, (N) m Not Reported HWIS: 2 Container Num: Waste Category: 011water separation sludge Tons: 0000000500 Handling method: Recyder UST: Type of Fuel: UNLEADED Facility ID: 00000036184 Stock Inventor Tank Num: 1 Container Num: 1 Tank Capacity: 00000300 Year Installed: 1982 Tank Used for WASTE Type of Fuels WASTE OIL Tank Construction: Not Reported Leak Detection: Stock Inventor 2 Contact Name: MIKE BURNS 0000 .00000 (N) Notification Telephone: (619) 347 -1234 Total Tanks: 0002 Region: Not reported Facility Type: 2 Other Type: AUTO DEALERSHIP Facility 10: 00000036184 Tank Num: 2 Container Num: 2 Tank Capacity: 00001000 Year Installed: Not reported Tank Used for PRODUCT Type of Fuel: UNLEADED Tank Construction: Not Reported Leak Detection: Stock Inventor Contact Name: MIKE BURNS Contact ENVIRONMENTAL MANAGER Telephone: (619) 347.1234 Total Tanks: 0002 Region: Not reported Facility Type: 2 Other Type: AUTO DEALERSHIP MARK C BLOOME FINDS 1000266043 81 -124 HIGHWAY 111 CAD981407919 INDIO, CA 92201 INDIO TOYOTA INC _ - _ RCRIS -SQG 1000259181 83368 HWY 111 FINDS CA0982002784 INDIO, CA 92201 RCRIS: Owner. BOB LATORRE TOM KELLY (619) 342 -4751 Contact ENVIRONMENTAL MANAGER (619) 347 -8585 Waste Quantity Info Source Waste Quantity Info Source 0000 .00000 (N) Notification D001 .00000 (N) Notification 0018 .00000 (N) Notification 0039 .00000 (N) Notification (P) = Pounds . (K) = Ki{ograms . (M) = Metric Tons , () = Tons , (N) = Not Reported TC95194 Page 5 of 42 DETAILED ORPHAN LISTING EDR ID Ntrrtlber Site DaW=4(8) EPA ID Ntartber INDIO TOYOTA INC (Continued) 1000259181 7- ELEVEN STORE 2131 - 184011 WPO FINDS 1000282012 81500 HM 111 UST CADS81464050 INDIO, CA 92201 UST: Facility 10: 00000012357 Tank Num: 1 Container Num: 01 Tank Capacity: 00010000 Year Installed: 1976 Tank Used for PRODUCT Type of Fuel: UNLEADED Tank Construction: Not Reported Leak Detection: Shock Inventor Contact Name: JACKE AND ADELINE HABERLIN Telephone: (714) 862 -0380 Total Tanks: 0002 Region: Not reported Facility Type: 1 Other Type: Not reported . Facility 10: 00000012357 Tank Num 2 Container Num: 02 Tank Capacity: 00010000 Year Installed: 1976 Tank Used for. PRODUCT Type of Fuel: UNLEADED Tank Construction: Not Reported Leak 0etection: Stock Inventor Contact Name: JACKE AND ADELINE HABERLIN Telephone: (714) 862 -0380 Total Tanks: 0002 Region: Not reported Facility Type: 1 Other Type: Not reported FIESTA FORD - LINCOLN MERCURY HWIS S100935253 83407 HIGHWAY 111 WA INDIO, CA 92201 INDIO CARWASH HWIS S100937340 83368 HWY 111 WA INDIO, CA 92201 TEXACO STATION - INDIO LUST S100995259 81951 HIGHWAY 111 WA INDIO, CA 92201 LUST: Facility ID: 7T2201015 Cross Street MONROE Reg Board:. Colorado River Basin Region Oty Leaked: Not reported Chemical: 12035 Lead Agency Local Agency Case Type: Aquifer affected Status: Remedial action (cleanup) in progress Review Date: IZ=1994 Confirm Leak 08!01/1984 Workplan: 01/09/1989 Prelim Assess: 05/08/1989 Pollution Char. 02/18/1991 Remed Plan: Not reported Remed Action: 12/1311993 Monitoring: Not reported Close Date: Not reported Release Date: 08/01 /1986 LUST Region 7: Facility ID: 7T2201015 Local Agency: RIV Lead Agency Local Agency Release Date: 08/01/1986 Case Type: Aquifer affected Chemical: 12035 Status: Remedial action (cleanup) In progress Last Review: Not reported TC95194 Page 6 of 42 s- DETAILED ORPHAN LISTING EDR ID Number Site Databases) EPA ID Number TEXACO STATION -INDIO (Continued) S100996259 DOLLY MADISON NO. 56 LUST S100995M 81740 HIGHWAY 111 WA INDIO, CA 92201 LUST: Facility ID: 772201001 Cross Street LAS PALMAS Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Last Review: Not reported Lead Agency: Regional Board Case Type: Solt only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 11/20/1986 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char: Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 11/20/1986 Release Date: 07/16(1986 LUST Region 7: Facility ID: 7T2201001 Local Agency: RIV Lead Agency: Regional Board Release Date: 07/16/1986 Case Type: Son only Chemical: 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported MARSH (VACANT LOT) 81517 HIGHWAY 111 INDIO, CA 92201 LUST: LUST S100973212 WA Facility ID: 772201037 Cross Street DR. CARREON BOULEVARD Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 12034 Last Review: Not reported Lead Agency: Local Agency Case Type: Aquifer affected Status: Signed off, remedial action completed or deemed unnecessary Review Date: 08/25/1992 Confirm Leak Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 08/25/1992 Release Date: 048611989 LUST Region 7: Facility ID: 7T2201037 Local Agency:. RIV Lead Agency: Local Agency Release Date: 0486/1989 Case Type: Aquifer affected Chemical: 12034 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported TC95194 Page 7 of 42 DETAILED ORPHAN LISTING EDR ID Number Site Databases) EPA ID Number MARSH (VACANT LOT) (Continued) HWIS $100868139 83255 HIGHWAY 111 S100973212 DSUSD TRANSPORTATION YARD Colorado River Basin Region LUST S100972984 82879 HIGHWAY 111 WA WA INDIC. CA 92201 Case Type: Sal only . LUST: Status: Preliminary site assessment underway Facility 10- 772201004 Cross Street JACKSON STREET 02/0111991 Reg Board: Colorado River Basin Region Oty Leaked: NA Pollution Char: Chemical: 12034 Not reported Remed Action: Not reported Lead Agency: Joint Lead Close Date: Not reported Release Date: Case Type: Aquifer affected Status: Remedial action (deanup) in progreaa Abate Method: Pump and Treat Ground Water - generally employed to remove dissolved contaminants Review Date: 06/07/1994 Confirm Leak 07!25!1986 Workplan: Not reported Prelim Assess: 01/16/1987 Pollution Char: Not reported Remed Plan: 1120/1990 Remed Action: 11/26/1990 Monitoring: Not reported Close Date: Not reported Release Date: 03/06/1986 LUST Region 7: Facility iD: 772201004 Local Agency RIV Lead Agency: Local Agency Release Date: 0310611986 Case Type: Aquifer affected Chemical: 12034 Status: Remedial action (cleanup) in progress Last Review: Not reported SOUTHWEST JEEP EAGLE HWIS S100945545 83167 HWY 111 WA INDIO, CA 92201 MIDWAY AUTOBOOY HWIS $100868139 83255 HIGHWAY 111 WA INDIO, CA 92201 Colorado River Basin Region SUNRISE GAS LUST S100973036 81410 HIGHWAY 111 WA INDIO, CA 92201 LUST: Facility ID: TT2201052 Cross Street CLINTON Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead Agency: Local Agency Case Type: Sal only . Status: Preliminary site assessment underway Review Date: 06/07/1994 Confirm Leak 02/0111991 Workplan: Not reported Prelim Assess: 04/01 /1993 Pollution Char: Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 10/09/1990 TC95194 Page 8 of 42 s.: . N] 0 DETAILED ORPHAN USnNG EDR !D Number Site Database(s) . EPA ID Number SUNRISE GAS (Continued) S100973MG LUST Region 7: Facility 10: 772201052 Local Agency: RIV Lead Agency: Local Agency Release Date: 10M9/1990 Case Type: Sol only Chemical. 8006619 Status: Preliminary site assessment underway Last Review. Not reported DMB PACKING CORP FINDS 1000926163 82 025 AVE 44 CA0000679902 INDIO, CA 92201 INDIOS AUTO WRECKING RCRIS -SQG 1000905291 64 800 AVE 48 FINDS CA0000472126 INDIO, CA 9201 7T2201059 Cross Street RCRIS: Reg Board: Colorado River Basin Region Owner. GENARO RODRIGUEZ U Chemical: (619) 398 -1297 Contact:GENARO RODRIGUEZ Local Agency (619) 398 -1297 Case Type: Soft only Waste Quantity Info Source Waste Quantity Into Source D000 .00000 (N) Notification 0001 .00000 (N) Notification 0018 .00000 (N) Notification D039 .00000 (N) Notification (P) = Pounds, (K) = Kilograms. (M) = Metric Tons, M a Tons. (N) Not Reported GENERAL TELEPHONE OF CA HWIS S100935957 83793 AVENUE 47 N/A INDIO, CA 92201 GTE - INDIO PLANT YARD 89793 DR. CARREON DRIVE INDIO, CA 92201 LUST: LUST S100995274 WA Facility ID: 7T2201059 Cross Street CALHOUN STREET Reg Board: Colorado River Basin Region Oty Leaked: U Chemical: 12031 Lead Agency Local Agency Case Type: Soft only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 06/07/1994 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Actlon:. Not reported Monitoring: Not reported Close Date: 04/29 /1994 Release Date: 02/04/1992 TC95194 Page 9 of 42 s' i DETAILED ORPHAN LISTING Site EDR ID Number Databases) EPA ID Number GTE - INDIO PLANT YARD (Continued) S100995274 LUST Region 7: Facility ID: TT2201059 Local Agency: RN Lead Agency: Local Agency Release Date: 02/04/1992 Case Type: Sod only Chemical: 12031 Status+ Signed off, remedial action completed or deemed unnecessary Last Review. Not reported f.. INDIO PLANT YARD 83793 DR. CARREON DRIVE INDIO, CA 92201 LUST: LUST S100995270 N/A Facility ID: 7T2201043 Cross Street: Not reported Reg Board: Colorado River Basin Region Oy Leaked: Not reported Cherrdcal: 49 (415)555.1212 Lead Agency: Local Agency (714) 974 -6651 Case Type: Undefined 6000 .00000 (N) Notifcatlon E002 .00000(N) Notification Status: Preliminary site assessment workplan submitted Review Date: 06107/1994 Confirm Leak Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action- Not reported Monitoring: Not reported Close Date: Not reported Release Date: Not reported LUST Region 7: Facility ID: 7T2201043 Local Agency: RIV Lead Agency: Local Agency Release Date: Not reported Case Type: Undefined Chemical: 49 Status: Preliminary site assessment workplan submitted Last Review: Not reported PACIFIC BELL FINDS 1000250002 45330 DIVISION RCRIS -LOG .. CAD980584825 INDIO, CA 92201 RCRIS: Owner. NOT REQUIRED (415)555.1212 Contact ENVIRONMENTAL MANAGER (714) 974 -6651 Waste Quantity Info Source Waste Quantity Info Source 6000 .00000 (N) Notifcatlon E002 .00000(N) Notification (P) = Pounds , (K) = Kilograms , (M) = Metric Tons , M = Tons , (N) = Not Reported TC95194 Page 10 of 42 0 DETAILED ORPHAN LISTING EDR ID Number Databases) EPA ID Ntattber PACIFIC BELL (Continued) 1000250002 COACHELLA LANDFILL FINDS 1000855631 END OF 44TH AVE, OFF DILLON RD. CERC -NFRAP CA0000094482 INDIO, CA 92201 .00000 (N) CERCUS -NFRAP ClasslliCatiort Data 82 879 HWY 111 Site Incident Category: Not reported Federal Facility: YES Ownership Status: FEDERALLY OWNED NPL Status: NOT ON NPL EPA Notes: Not reported RCRIS: CERCLIS -NFRAP Assessment History. .00000 (N) Assessment: DISCOVERY Completed: 01110184 Assessment: PRELIMINARY ASSESSMENT Co^P1eted: 08/03/94 CERCLIS -NFRAP Site Stabute Notification EPA has conducted a preliminary assessment on this site and has determined that no further action is necessary and no hazard was identified (619) 775 -3500 DESERT SANDS UNIFIED SCHOOL DIST .00000 (N) RCRIS -SQG 1000886252 82 879 HWY 111 Notification FINDS CA0000134338 INDIO, CA 92201 Notification D007 .00000 (N) RCRIS: D008 .00000 (N) Owner. DESERT SANDS UNIFIED SCHOOL DIST Notification (619) 775 -3500 .00000 (N) Notification ContactCAROLE MILLER (619) 775 -3500 (In = Kilograms , (M) = Metric Tons , M : Tons . Waste Quantity Info Source Waste Quantity into Source D000 .00000 (N) Notification D001 .00000 (N) Notification D018 .00000 (N) Notification 0039 .00000 (N) Notification (P) = Pounds , (K) = Kilograms , (M) = Metric Tons , (T) . Tons , (N) = Not Reported BRETZ VOLKSWAGON RCRIS -SQG 1000595538 83 255 HWY 111 FINDS CA0983594888 INDIO, CA 92201 RCRIS: Owner. DICK BRETZ (415) 555 -1212 ContactGODFREY EDWARD (619) 347 -0981 Waste Quantity Into Source Waste Quantity Into Source D000 .00000 (N) Notification D001 .00000 (N) Notification D006 .00000 (N) Notification D007 .00000 (N) Notification D008 .00000 (N) Notification D018 .00000 (N) Notification 0039 .00000 (N) Notification (P) = Pounds , (In = Kilograms , (M) = Metric Tons , M : Tons . (N) = Not Reported TC95194 Pape 11 of 42 ."A: DETAILED ORPHAN LIsim EDR ID Number Detabass(s) EPA ID Number BRETZ VOLKSWAGON (Continued) Iii 095 1000595538 UHAUL CENTER OF INDIO 1000258802 0BLVD CA INDIO, CA 9221 111 RCRIS -SCO 1000425351 M INDIO, C CA A 9 %201 FINDS CADS816587 fib RCRIS: Not Reported Owner. INDIO IMPERIAL CHRYS DESERT PHOTO LAB (415) 555 -1212 82 227 HWY 111 STE 28 RCRIS -SQG 1000597873 INDIO, CA 92201 FINDS CA0983619081 RCRIS: (619) 345 -2171 Owner. WAYNWHITE DESERT PHOTO INC Waste Quantity Info Source (619) 3424606 ContactASHWIN PATEL (619) 342-4606 (P) = Pounds , (K) - Kilograms , (M) = Metric TOns , M - Tons , (N) . Not Reported Waste' Quantity Info Source Waste Ouantfty Info Source 0000 ,00000 (N) Notification D011 .00000 (N) Notification (P) = Pounds , (K) - Kilograms , (M) = Metric TOns , (T) a Tons , (N) - Not Reported INDIO, CA 92201 INDIO IMPERIAL CHRYSLER CENTER Iii 095 FINDS 1000258802 0BLVD CA INDIO, CA 9221 RCRIS -LQG CAD981660541 RCRIS: Owner. INDIO IMPERIAL CHRYS (415) 555 -1212 ContactENVIRONMENTAL MANAGER (619) 345 -2171 Waste Quantity Info Source D001 .00000 (N) Notification (P) = Pounds , (K) - Kilograms , (M) = Metric TOns , M - Tons , (N) . Not Reported USA STA. (ABANDONED) 82-031 INDIO BOULEVARD LUST S100355559 INDIO, CA 92201 WA LUST: Facility ID: 772201034 Reg Board: Colorado -River Basin Region Cross Street Oty Leaked: MONROE STREET Chemical: 8006619 Not reported Lead Agency: Regional Board Case Type: Aquifer affected Status: Pol udon characterization Review Date: 1220/1994 Workplan: 02/10/1989 Confirm Leak. 10/21/1888 Pollution Char. 01=1993 Prelim Assess: Remed Plan: 0301 /1989 Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 1220/1988 TC95194 Page 12 of 42 0 DETAILED ORPHAN LISTING EDR ID Number Site Database(s) EPA ID Number USA STA. (ABANDONED) (Continued) 5100353559 LUST Region 7: Facility ID: 772201034 Local Agency: RB Lead Agency: Regional Board Release Date: 12=1988 Case Type: Aquifer affected Chemical: 8006619 Status: Pollution characterization Last Review: Not reported ADAMS SERVICE STATION (FORMER) LUST 83579 INDIO BLVD INDIO. CA 92201 LUST Region RV: Faca1'ity'ID: 91291 Employee ID: 14 Status: Preliminary Assessment Site CI Not Closed Case Type: Ground water CHEVRON STATION #9 -5535 LUST 82742 INDIO BLVD INDIO, CA 92201 LUST Region RV: Facility ID: 91511 Employee ID: 7 Status: Signed oft, remedial action completed or deemed unnecessary Site Closed: Yes Case Type: Soil only EZ SERVE TRUCK STOP LUST 84425 INDIO BLVD INDIO, CA 92201 LUST Region RV: Facility ID: 91289 Employee ID: 13 Status: Preliminary Assessment Site Closed: Not Closed Case Type: Ground water EXPRESS STOP LUST 82688 INDIO BLVD INDIO, CA 92201 LUST Region RV: Facility ID: 94310 Employee to- 13 Status: Identity and notify owner Site Closed: Not Closed Case Type: Undefined S101134355 WA S101134402 WA S101134442 WA S101134434 WA TC95194 Page 13 of 42 s' DETAILED ORPHAN LISTING EDR ID Number SRO Databases) EPA ID Number EXPRESS STOP (Continued) MUFFLER WORLD LUST 82885 INDIO BLVD INDIO, CA 92201 LUST Region RV- Facility ID: 93924 Employee ID- 13 status: Identify and notify owner Site Closed: Not Closed Case Type: Undefined WRIGHT'S TRUCK STOP LUST 81929 INDIO BLVD INDIO. CA 92201 LUST Region RV: Facility 10: 91720 Employee ID: 14 Status: Signed o8, remedial action completed or deemed unnecessary Site Closed: Referred to Water Board Case Type: Ground water HOUSTON LUMBER COMPANY 83490 INDIO BLVD INDIO, CAA 92201 LUST: S101134434 S101134611 N/A S101134b24 N/A LUST S100995267 N/A Facility ID: 772201006 Cross Street: Not reported Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead Agency- Regional Board Case Type: Soo only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 06/16/1987 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Cher. Not reported. Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 06/16/1987 Release Date: 09/22/1986 LUST Region 7- Facility ID: 7T2201006 Local Agency, RIV Lead Agency:. Regional Board Release Date: 09/2211986 Case Type: Soo only Chemical: 8006619 Status: Signed off. remedial action completed or deemed unnecessary Last Review: Not reported MUFFLER WORLD 82885 INDIO BLVD INDIO. CA 92201 LUST 5100995264 N/A TC95194 Page 14 of 42 DETAILED ORPHAN LISTING EDR ID Number Sb Database(s) EPA ID Number MUFFLER WORLD (Continued) S100995264 LUST: Facility ID: 7T2201048 Cross Street SMURR Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead Agertry: Local Agency Case Type: Aquifer affected Status: Pollution characterization Review Date: 06107/1994 Confirm Leak 10/04/1993 Workplan: Not reported Prelim Assess: 09/24/1993 Pollktion Char: 12101/1993 Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 10/064/993 LUST Region 7: Facility 10: 772201048 Local Agency: RIV Lead Agervy. Local Agency Release Date: 10/0611993 Case Type: Aquifer affected Chemical: 8006619 Status: Pollution characterization Last Review: Not reported LUNA'S AUTO REPAIR LUST S10099S263 82775 INDIO BLVD N/A INDIO, CA 92201 LUST: Facility 10: TT2201023 Cross Street: TOWNE STREET Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead Agency: Local Agency Case Type: Aquifer affected Status: Pollution characterization Review Date: 04!08/1995 Confirm Leak: 04/19/1990 Workplan: Not reported Prelim Assess: 06/21 /1990 Pollution Char. 02/14/1994 Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Oats: 0019/1990 LUST Region 7: Facility ID: 772201023 Local Agency: RIV Lead Agency: Local Agency Release Date: 04/19/1990 Case Type: Aquifer affected Chemical: 8006619 Status: Pollution characterization Last Review: Not reported CHEVRON STATION #9 -5535 LUST S100973045 82742 INDIO BLVD N/A INDIO, CA 92201 TC95194_ Page 15 of 42 .Vr�' DETAILED ORPHAN LISTING SPA Databases) CHEVRON STATION i19 -553S (Continued) 0 LUST: Facility 10: 772201055 Cross Street: TOWNE STREET Reg Board: Colorado River Basin Region City Leaked: NA Chemical 8006619 Lead Agency: Local Agency Case Type: Soil only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 07/10M992 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Rented Plan: Not reported Rented Action: Not reported Monitoring: Not reported Close Date: 07/10/1992 Release Date: 06!'{0/1991 LUST Region 7: LUST Region 7: Facility ID: 772201055 Local Agency: RIV Lead Agency: Local Agency Release Date: 06110/1991 Case T� Soil only Undefined Chemi6sk 8006619 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported Last Review: Not reported EXPRESS STOP 82688 INDIO BLVD INDIO, CA 92201 LUST: FOR ID N=W EPA ID Nufter S100973M LUST S100995262 WA. Facility ID: 7T2201063 Cross Street: OASIS Reg Board: Colorado River Basin Region Oty Leaked: U Chemical: 8006619 Lead Agency Local Agency Case Type: Undefined Status: Leak suspected at site but has not been confirmed Review Date: 06/07/1994 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Rented Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 04/18/1994 LUST Region 7: Facility ID: 772201063 Local Agency: RIV Lead Agency: Local Agency Release Date: 04/18/1994 Case Type: Undefined Chemical: 8006619 Status: Leak suspected at site but has not been confirmed Last Review: Not reported ADAMS SERVICE STATION 83579 INDIO BLVD INDIO, CA 92201 LUST S100972991 N/A TC95194 Page 16 of 42 s` DETAILED ORPHAN LISTING EDR 10 Number She Databases) EPA 10 Number ADAMS SERVICE STATION (Continued) S100972991 LUST: Facility 10: 772201026 Cross Street HIGHWAY 111 Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead AgenW. Joint lead Case Type: Aquifer affected Status: Pollution characterization .Review 0": 02/07/1995 Confirm Leak 03/1511989 Workplan: 02/07 11991 Prelim Assess: 06!05/1991 pollution Char: 03/28/1994 Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 06/05/1987 LUST Region 7: Facility 10: 772201026 Local Agency: RIV Lead Agency: Joint Lead Release Date: 06/05/1987 Case Type: Aquifer affected Chemical: 8006619 Status: Pollution characterization Last Review: Not reported Facility ID: 7T2201026 Local Agency: RN Laad Agency: Joint Lead Release Date:. 06!05/1987 Case Type: Aquifer affected Chemical: 8006619 Status: Pollution characterization Last Review: Not reported TEXACO #7, WRIGHTS LUST S100973018 81929 INDIO BLVD N/A INDIO, CA 92201 LUST: Facility ID: 772201027 Cross Street MONROE STREET Reg Board: Colorado River Basin Region Oty Leaked: Not reported Chemical: 12034 Lead Agency: Regional Board Case Type: Aquifer affected Status: Leak suspected at site but has not been confirmed Review Date: 06/06/1994 Confirm Lealc 03/21 /1986 Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 02/11/1986 LUST Region 7: Facility 10: 772201027 Local Agency: RB Lead Agency: Regional Board Release Date: 02/11/1986 Case Type: Aquifer affected Chemical: 12034 Status: Leak suspected at site but has not been continued Last Review: Not reported TC95194 Page 17 of 42 DETAILED ORPHAN LISTING EDR 10 Number Site Databases) . EPA ID Number TEXACO ,#7, WRIGHTS (Corttirated) TARMAC (EMPIRE SALES COMPANY) LUST 81501 INDUSTRIAL PL INDIO. CA 92201 LUST: Facility ID: 772201038 Cross Street Not reported Reg Board: Colorado River Basin Region Oty Leaked: Not reported Chemical: 8006619 Lead Agency. Regional Board 1000133595 45-330 JACKSON ST Casa Type: Aquifer affected INDIO. CA 92201 Status: Remediatlan plan developed Review Date: 0610711994 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Rented Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: Not reported LUST Region 7: Facility �D: 772201038 Local Agency RIV Lead Agency: Regional Board Release Date: Not reported Case Type: Aquifer, affected Chemical: 8006619 Status: Remediation plan developed Last Review: Not reported S100973018 S100995257 WA f.. GENERAL TELEPHONE OF CA FINDS 1000213848 45-550 JACKSON ST RCRIS -LOG CADS80889687 INDIO, CA 92201 RCRIS: Not Reported GEN TELEPHONE OF CAI INDIO FINDS 1000133595 45-330 JACKSON ST RCRIS -LOG CA0980887822 INDIO. CA 92201 RCRIS: Not Reported PALM SPRINGS OIL 82 RCRIS -SOG 1000294449 44180 N JACKSON AVE FINDS . CAD981662125 INDIO, CA 92201 RCRIS: Owner: LAUREL OIL CO (415) 555 -1212 Ccntact:ENVIRONMENTAL MANAGER (213) 666 -4471 Waste Quantity. Info Source 0000 .00000 (N) Notification (P) s Pounds , pn = Kilograms . (M) = Metric Tons , (T) = Tons , (N) = Not Reported TC96194 Page 113 of 42 DETAILED ORPHAN LISTING EDR ID Number Site Databases) EPA ID Number PALM SPRINGS OIL #2 (Contirwed) 1000294448 GATE CITY BEVERAGE LUST S100700396 82309 MARKET ST WA INDIO, CA 92201 LUST Regiorl RV: Facility ID: 91295 Employee ID: 14 Status: Remedial action (cleanup) In progress Site Closed: Not Closed Case Type: Soil only OMB PACKING CORP FINDS 1000591796 40-555 MONROE ST CAD980450068 INDIO, CA 92201 Other Pertinent Environmental Activity Identified at Site: facility is involved with pestkddsAo)dc substances production TESORO GASOLINE DIGAS INDIO 44-251 MONROE ST INDIO, CA 92201 RCRIS: Owner. TESORO GASOLINE MARKETING CO (415) 555 -1212 Contact:ENVIRONMENTAL MANAGER (213) 278 -2160 Waste Quantity Info Source FINDS 1000341657 RCRIS -LOG CA0000627497 Waste Quantity Info Source 0000 .00000 (N) Notification D001 .00000 (N) Notification (P) = Pounds , (K) = iC�lograms , (M) = Metric Tons , M = Tons , (N) = Not Reported SANTA FE PACIFIC PIPELINE MONROE / INDIO BOULEVARD INDIO. CA 92201 LUST:. LUST S100995244 . WA Facility ID: 7T2201060 Cross Street: Not reported Reg Board: Colorado River Basin Region Oty Leaked: Not reported Chemical: 8006619 Lead Agency: Regional Board Case Type: Undefined Status: Leak suspected at site but has not been confirmed Review Date: 06/07/1994 Confirm Leak: Not reported Workplan: 09/21/1993 Prelim Assess: Not reported Pollution Char. 11/1811993 Reined Plan: Not reported Reined Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: Not reported LUST Region 7: Facility ID: 7T2201060 Local Agency: RIV Lead Agency. Regional Board Release Date: Not reported Case Type: Undefined Chemical: 8006619 Status: Leak suspected at site but has not been confirmed Last Review: Not reported TC95194 Page 19 of 42 f.: DETAILED ORPHAN LISTING EDR 10 Number Site Databese(s) EPA ID Number SANTA FE PACIFIC PIPELINE (Condnued) S100995244 G S A FLEET SVC INDIO RCRIS -SaG 1000818757 46 263 OASIS ST FINDS CAD983646670 INDIO, CA 92201 RCRIS: ' Owner. G S A FLEET SVC CO OF RIVERSIDE (714) 275-46M Cont=VALUAM OPPENHEIM (714) 275 -4690 Waste Quantity Into Source Waste Quantity Info Source 0001 -.00000(N) Notification 5002 .00000 (N) Nodlicadon F003 .00000 (N) Notifica*m (P) . Pounds, (C) = Kilograms, (M) _ Metric Tom, M = Torts, (N) a Not Reported SOUTHERN PACIFIC 45050 PACIFIC STREET INDIO. CA 92201 LUST: LUST 5100995252 WA Facility 10: 772201031 Cross Street Not reported Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 7439921 Last Review: Not reported Lead Agency: Local Agency Case Type: Sod only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 09/14/1992 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char: Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 09/1411992 Release Date: 06113/1988 LUST Region 7: Facility ID: 772201031 Local Agency: RIV Lead Agency: Local Agency Release Date: 06/1311988 Case Type: Sol! only Chemical: 7439921 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported PAN AMERICAN (VACANT LOT) SHIELDS ROAD INDIO, CA 92201 LUST: LUST S100995245 WA Facility 10: 7T2201033 Cross Street AVENUE 46 Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 12034 Lead Agency- Local Agency Case Type: Sod only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 08/2711992 Confirm Lealle Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 08/27/1992 Release Date: 09/15/1988 TC95194 Page 20 of 42 r� DETAILED ORPHAN LISTING EDR lD Number Site Databases) EPA ID Number PAN AMERICAN (VACANT LOT) (Caltlrwed) S100995245 LUST Region 7: Facility ID: 772201033 Local Agency: RIV Lead Agency: Local Agency Release Date: 0915/1988 Case Type: Sod only Chemical: 12034 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported INDIO SPEEDOMETER 44288 SUN GOLD ST INDIO, CA 92201 LUST: LUST 5100973125 WA Facility to. 772201049 Cross Street: Not reported Reg Board: Colorado River Basin Region Oty Leaked: Not reported Chemical: Not reported Lead Agency: Local Agency Case Type: Sol only Status: Signed oft, remedial action completed or deemed unnecessary Review Date: 07/10/1992 Confirm Leak: Not reported Workplan: Not reported Preilm Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 07110/1992 Release Date: Not reported LUST Region 7: Facility 1D: 7T2201049 Local Agency RIV Lead Agency: Local Agency Release Date: Not reported Case Type: Sod only Chemical: Not reported Status: Signed oft, remedial action completed or deemed unnecessary Last Review: Not reported 1X LL WILSON CONSTRUCTION HWIS 83827 TAMRiSK INDIO, CA 92201 1X GAYLAN CLARK _ _ _ _ _._ HWIS 82262 VALENCIA INDIO, CA 92201 S100851521 N/A S100850700 NtA VALLEY SAN DIST WWTP FINDS 1000590638 45 -500 VAN BUREN ST CA0043653468 INDIO, CA 92201 Other Pertinent Environmental Activity Identified at Site: facility has active water discharge pemtlts TC95194 Page 21 of 42 to DETAILED ORPHAN LISTING EDR ID Number Site Databese(a) EPA ID Number VALLEY SAN DIST WWTP (fin) 1000590638 SIMON MOTORS Cortese S101300463 111 HWY (78611) WA LA OUINTA, CA 92253 CORTESE: , Facility ID: 33- 002514 Data Source: LTNKA SIMON MOTORS INC UST 0002167792 78950 HIGHWAY 111 UST 0002095885 78611 HIGHWAY 111 WAL -MART PHOT 101605 WA LA OUINTA. CA 92253 N/A LA OUINTA, CA 92253 UST: LUST: Facility ID: Not reported 7T2253006 Cross Street Tank Num: Not Reported Container Num: Not reported Tank Capacity: Not reported Year Installed: Not reported Tank Used for: Not Reported Type of Fuel: Not Reported Tank Construction: Not Reported Leak Detection: Case Type: Sort only Contact Name: Not reported Status: Preliminary site assessment underway Telepl4one: Not reported Total Tanks: 0 Region: RIVERSIDE Facility Type: . Not reported Other Type: Not reported WAL -MART UST 0002167792 78950 HIGHWAY 111 WA LA OUINTA, CA 92253 WAL -MART PHOT 101605 HWIS S100877787 7850 HIGHWAY 111 N/A LA OUINTA, CA 92253 SIMON MOTORS LUST S101335383 78611 HIGHWAY 111 WA LA OUINTA, CA 92253 LUST: Facility 10: 7T2253006 Cross Street WASHINGTON Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead Agency: Local Agency Case Type: Sort only Status: Preliminary site assessment underway Abate Method: EP Review Date: 0221!1995 Confirm Leak: 11129/1993 Workplan: 02/13/1995 Prelim Assess: Not reported Pollution Char: Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 12122/1993 LUST Region 7: Facility 1D: 7T2253006 Loral Agenc)r RN Lead Agency: Local Agency Release Date: 12/22/1993 Case Type: Sod only Chemical: 8006619 Status: Preliminary site assessment underway Last Review: Not reported TC95194 Pape 22 of 42 f' DETAILED ORPHAN LISTING EDR 10 Nwrdw Sft Datebaae(s) EPA 1D Number SIMON MOTORS (Contlnued) S101335=1 1X LA OUINTA FARMS HWIS S100851420 62ND AVE, 1200 FT W OF MONROE WA LA OUINTA, CA 92253 REGULAR LA GUINTA COUNTRY CLUB HWIS S100938543 77-750 WA LA OUINTA, CA 92253 DEBONNE RANCH MANAGEMENT LA QUINTA COUNTRY CLUB LUST S100994322 77750 AVE 50 WA LA CUINTA, CA 92253 Tank Used for PRODUCT LUST Region RV: REGULAR Facility ID: 891157 Employee ID: 14 Leak Detection: Status: Signed off, remedial action completed or deemed unnecessary Site Clo�ed: Yes DEBONNE RANCH MANAGEMENT Case Type: Sod only (619) 5644139 SENA RANCH 3 UST 0001574013 AVE. 52 Not reported WA LA OUINTA, CA 92253 REGULAR UST: Leak Detection: Pressure Test Facility ID: 00000059617 DEBONNE RANCH MANAGEMENT Tank Num: 1 Container Num: 1 Tank Capacity: 00000550 Year Installed: Not reported Tank Used for PRODUCT Type of Fuel: REGULAR Tank Construction: 10 gauge Leak Detection: Pressure Test Contact Name: DEBONNE RANCH MANAGEMENT Telephone: (619) 5644139 Total Tanks: 0004 Region: Not reported Facility Type: 2 Other Type: CITRUS GROVE Facility ID: 00000059617 Tank Num: 2 Container Num:. 2 Tank Capacity: 00000550 Year Installed: Not reported Tank Used for PRODUCT Type of Fuel: REGULAR Tank Construction: 10 gauge Leak Detection: Pressure Test Contact Name: DEBONNE RANCH MANAGEMENT _Telephone:. _ (619)A64-41139 Total Tanks: .0004. Region: Not reported Facility Type: 2 Other Type: CITRUS GROVE Facility ID: 00000059617 Tank Num: 3 Container Num: 3 Tank Capacity: OWW550 Year Installed: Not reported Tank Used for. PRODUCT Type of Fuel: REGULAR Tank Construction: 10 gauge Leak Detection: Pressure Test Contact Name: DEBONNE RANCH MANAGEMENT Telephone: (619) 564 -4139 Total Tanks: 0004 Region: Not reported Facility Type: 2 Other Type: CITRUS GROVE TC95194 Page 23 of 42 f' DETAILED ORPHAN LISTING EDR` 10 Number Site Databases) EPA ID Number SENA RANCH (Continued) 0001574013 Facility ID: 00000059617 Tank Num: 4 Container Num: 4 Tank Capacity: 00000550 Year Installed: Not reported Tank Used for. PRODUCT Type of Ftul: REGULAR Tank ConsbuctlOrc 10 gauge Leak Detection: Pressure Ted Contact Name: DEBONNE RANCH MANAGEMENT Telephone: (619) 564.4139 Total Tanks: 0004 Region: Not reported Facility Type: 2 Other Type: CITRUS GROVE r GENERAL TELEPHONE OF CAUFORNI FINDS 1000213874 78-150 AVENIDA LA FONDA CA0980890032 LA QUINTA, CA 92253 BLACK GOLD UST 0001574014 77 -985 AVENIDA MONTEZUMA N/A LA QUINTA, CA 92253 ALLIANCE SERVICE STATION UST 0001967204 77965 AVENIDA MONTEZUMA N/A LA QUINTA, CA 92253 BURNS RANCH LUST $101134298 78505 AVENIDA 52 NIA LA QUINTA, CA 92253 LUST Region RV: Facility ID: 89781 Employee ID: 7 Status: Signed off, remedial action completed or deemed unnecessary Site Closed: Yes Case Type:. Soll only OAK TREE WEST PROPERTY LUST S101192611 79999 AVENIDA 52 NIA LA QUINTA, CA 92253 LUST: Facility 10: 772253007 Cross Street Not reported Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead Agency. Local Agency Case Type: Undefined Status: Signed off, remedial action completed or deemed unnecessary Review Date: 02/07/1995 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 02/07/1995 Release Date: 05/18/1994 TC95194 Page 24 of 42 s. DETAILED ORPHAN LISTING Site EDR ID Number Database(S) EPA ID Number OAK TREE WEST PROPERTY (Condmied) 7T2253003 Local Agency: RIV S101192611 LUST Region 7: Case Type: Sod only Chemical: Facility 10: 7T2253007 Local Agency: RiV Lead Agency, Local Agency Release Date: 05118/1994 Case Type: Undefined Chemical: 8006619 Not reported Tank Capacity- Not reported, Status: Signed off, remedial actlon completed or deemed unnecessary Last Review: Not reported Type of Fuel: Not Reported Tank Constructlon: Not Reported BURNS RANCH Leak Detection: LUST S100973155 78505 AVENIDA 52 Contact Name: Not reported WA LA QUINTA, CA 92253 Telephone: Not reported Total Tanks: LUST: Region: RIVERSIDE Facility Type: Not reported Other Type: Facility ID: 772253003 Cross Street: WASHINGTON STREET Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 WA LA QUINTA, CA 92253 Lead Agency: Locat Agency Case Type: Soil only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 07/22/1992 Confirm Leak- Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 07/22/1992 Release Date: 08/11/1989 LUST Region 7: Facility 10: 7T2253003 Local Agency: RIV Lead Agency- Local Agency Release Date: 08/11/1989 Case Type: Sod only Chemical: 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported COUNTY OF RIVERSIDE FIRE LA QUINTA#I UST 0002167784 78136 AVENUE 52 WA LA QUINTA, CA 92253 UST: Facility 10: Not reported Tank Num: Not Reported Container Num: Not reported Tank Capacity- Not reported, Year Installed: Not reported Tank Used for Not Reported Type of Fuel: Not Reported Tank Constructlon: Not Reported Leak Detection: Contact Name: Not reported Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE Facility Type: Not reported Other Type: Not reported 110 POWER COACH HILLA DIVISIONS HWIS S100937262 81-600 AVENUE 58 WA LA QUINTA, CA 92253 TC95194 Page 25 of 42 f._ . DETAILED ORPHAN LISTING EDR 10 Number Site Databese(s) EPA 1D Numbar r IID POWER COACH HILLA DIVISIONS (Continued) LA QUINTA COUNTRY CLUB Notify 65 77750 AVENUE 50 LA QUINTA, CA 92253 LA QUINTA COUNTRY CLUB LUST 77750 AVENUE 50 LA QUINTA, CA 92253 LUST: Facilhy ID:. 7T22S3004 Cross Street: Not reported Reg Board: Colorado River Basin Region Qty Leaked: NA Chemical: 8006619 Lead Agency Local Agency Tank Num: Not Reported Case Type: Undefined Year Installed: Not reported Tank Used for - Status: Signed off, remedial action completed or deemed unnecessary Review Date: 02/04/1992 Confirm Leak Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Actlom Not reported Monitoring: Not reported Close Date: 02/04/1992 Release Date: 12/26t1989 LUST Region 7: Facility ID: 772253004 Local Agency: RIV Lead Agency: Local Agency Release Date: 122611989 Case Type: Undefined Chemical: 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported " LA OUINTA GOLF -DUNES UST 78501 CALLE ULTIMO LA OUINTA, CA 92253 UST: Facility ID: Not reported Tank Num: Not Reported Container Num: Not reported Tank Capacity: Not reported Year Installed: Not reported Tank Used for - Not Reported Type of Fuel: Not Reported Tank Constnrctlon: Not Reported Leak Detection: Contact Name: Not reported Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE Facility Type: Not reported Other Type: Not reported LA OUINTA GOLF - MOUNTAIN UST 77550 CALLE TAMPICO . LA OUINTA, CA 92253 UST: Facility 1D: Not reported Tank Num: Not Reported Container Num: Not reported Tank Capacity: Not reported Year Installed: Not reported Tank Used for Not Reported Type of Fuel: Not Reported Tank Construction: Not Reported Leak Detection: Contact Name: Not reported Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE Facility Type: Not reported Other Type: Not reported S100937262 S100225039 WA S100973118 WA 0002095496 WA 0002167787 WA TC9S194 Page 26 of 42 s' DETAILED ORPHAN LISTING EDR ID Number Site Database(s) EPA ID Number LA QUINTA GOLF- MOUNTAIN (Continued) 772253001 Cross Street: U002167787 CIRCLE K #1457 Colorado River Basin Region LUST S101485M 78110 CALLE TAMPICO 8006619 WA LA QUINTA, CA 97253 Local Agency CIRCLE K #457 Soti only LUST S101442651 78110 CALLE TAMPICO Signed off, remedial action completed or deemed unnecessary Review Date: WA LA QUINTA, CA 92253 Not reported Workplan: Not reported LUST: Not reported Pollution Char: Not reported Facility ID: 7T2253008 Cross Street BERMUDAS Not reported Reg Board: Colorado River Basin Region. Oty Leaked: Not reported 082511992 Chemical: Not reported 03/1511988 LUST Region 7: Lead Agency: Local Agency Facility ID: 7T2253001 Case Type: Undefined RIV Lead Agency: Local Agency Status: Leak suspected at site txrt has not been confirmed 03/15/1988 Case Type: Review Date: Not reported Confirm Leak: Not reported Chemical: Workpian: Not reported Prelim Assess: Not reported Status: Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 1227/1994 LA QUINTA HOTEL LUST S100995130 49499 EISENHOWER DR WA LA QUINTA, CA 92253 LUST: Facility ID: 772253001 Cross Street: AVENUE 50 Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead Agency: Local Agency Case Type: Soti only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 06/25/1992 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: , Not reported Pollution Char: Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 082511992 Release Date: 03/1511988 LUST Region 7: Facility ID: 7T2253001 Local Agency. RIV Lead Agency: Local Agency Release Date: 03/15/1988 Case Type: Soil only Chemical: 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported LA QUINTA HOTEL GOLF LUST S100973126 49499 EISENHOWER OR WA LA QUINTA, CA 92253 TC95194 Page 77 of 42 01. . DETAILED ORPHAN LISTING EDR ID Number Site Dafabase(s) EPA ID Number LA QUINTA HOTEL GOLF (Contlnued) LUST: Facility 10: Reg Board: Chemical: Lead Agency. Case Type: Status: Review Date: Workplan: Pollution Char. Remed Action: Close Date: LUST Region 7: 7T2253005 Cross Street AVENUE 50 Colorado River Basin Region City Leaked: NA 8006619 8006619 Status: Local Agency Last Review: Not reported Aquifer affected Tank Num: Not Reported Signed off, remedial action completed or deemed unnecessary 07/10/1992 Confirm Leak Not reported Not reported Prelim Assess: Not reported Not reported Remed Plan: Not reported Not reported Monitoring: Not reported 07/10/1992 Release Date: 03/1611968 Facility ID: 772253005 Local Agency: RIV Lead Agency: Local Agency Release Date: 03116/1988 Case Type: Aquifer affected Chemical: 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported PGA WEST NICKLAUS RESORT/STADIUM UST 54201 MADISON AVE LA QUINTA, CA 92253 UST: Facility ID: Not reported Tank Num: Not Reported Container Num: Not reported Tank Capacity: Not reported Year Installed: Not reported Tank Used for Not Reported Type of Fuel: Not Reported Tank Construction: Not Reported Leak Detection: Contact Name: Not reported Telephone: Not reported Total Tanks: 0 Region: RIVERSIDE Facility Type: Not reported Other Type: Not reported OAK TREE WEST PROPERTY LUST 79999 OLD AVENUE 52 LA OUINTA, CA 92253 LUST Region RV: Facility ID: 94434 Employee ID: 20 Status: Identity and notiy owner Site Closed: Not Closed Case Type: Undefined CITRUS GROVE HMS EAST SIDE OF JEFFERSON ST LA QUINTA, CA 92253 S100973125 0002167790 N/A S101134328 WA 5100858641 WA TC95194 Page 28 of 42 1. DETAILED ORPHAN LISTING EDR 10 Number Site DaWmse(s) EPA ID Number CITRUS GROVE (Continued) S100858641 CHMIRS S100217112, WASHINGTON 1MILE SUTH OF HWY 111 N/A LA OUINTA, CA 92253 CHMIRS: OES Control Number. 8905730 DOT 10: Not reported DOT Hazard Class: Poisonous and etiologic (Infectious) material Chemical Name: ORGANOPHOSPHATE.AALATHION CAS Number. Not reported Quantity Released: 5 Environmental Contamination: 7 Property Use: Vacant Lot Incident Date: 17 -APR -89 Date Completed: 18- APR-89 OES Control Number. 8905730 DOT ID: Not reported DOT Hazard Chas: Poisonous and etiologic (Infectious) material Chemical Name: ORGANOPHOSPHATE- MAIATHION CAS Number. Not reported Ouentlty Released: 5 Environmental Contamination: 7 Property Use: Vacant Lot Incident pate: 17 -APR -89 Date Completed: 18- APR-89 FARACOS RANCH UST 0001574015 AVE. 50 WA LAQUINTA, CA 92253 UST: LAQUINTA, CA 92253 Facility ID: 00000059690 Tank Num: 1, Container Num: 1 Tank Capacity. 00000550 Year Installed: Not reported Tank Used for PRODUCT Type of Fuel: REGULAR Tank Construction: 10 gauge Leak Detection: Pressure Test 'Contact Name: DEBONNE RANCH MANAGEMENT Telephone: (619) 564 -4139 Total Tanks: 0001 Region:. Not reported Facility Type: 2 Other Type: CITRUS GROVE RANCHO ORIETTA UST 0001574016 JEFFERSON ST. WA LAQUINTA, CA 92253 UST: Facility ID: 00000059688 Tank Num: 1 Container Num: 1 Tank Capacity: 00000550 Year Installed: Not reported Tank Used for PRODUCT Type of Fuel: REGULAR Tank Construction: 10 gauge Leak Detection: Pressure Test Contact Name: DEBONNE RANCH MANAGEMENT Telephone:. (619) 564 -4139 Total Tanks: 0001 Region: Not reported Facility Type: 2 Other Type: CITRUS GROVE RIV CO FIRE DEPT. "0 LUST S100995134 91100 FOURTH STREET WA MECCA, CA 92274 TC35194 Page 29 of 42 f: DETAILED ORPHAN LISTING EDR ID Number Site Databases) EPA ID Number RN CO FIRE DEPT. e40 (Continued) 772274020 Cross Street: LUST: Reg Board: Colorado River Basin Region Oty Leaked: Facility 10: 7T2254006 Cross Street Not reported Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 12034 Son only Lead Agency: Local Agency Leak suspected at site but has not been. confirmed Case Type: Aquifer affected Confirm Leak: Not reported Status: Preliminary site assessmard workplan submitted Prelim Assess: Review Date: 06/07/1994 Confirm Leak 09/10/1992 Workplan: 06/17 /1993 Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 1021/1992 LUST Region 7: Lead Agency: Local Agency Release Date: Facility 10: 7T2254006 Local Agency: RN Lead Agency: Local Agency Release Date: 1021/1992 Case Type: Aquifer affected Leak suspected at site but has not been confirmed Chemical: 12034 Status: Preliminary site assessment workplan submitted Last Review: Not reported OASIS STATION 80705 HIGHWAY 111 OASIS, CA 92274 LUST: LUST Facility ID: 772274020 Cross Street: Not reported Reg Board: Colorado River Basin Region Oty Leaked: U Chemical: 8006619 Lead Agency: Local Agency Case Type: Son only Status: Leak suspected at site but has not been. confirmed Review Date: 09/20/1994 Confirm Leak: Not reported Workpian: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 02/02/1994 LUST Region 7: Facility 10: 772274020 Local Agency: RN Lead Agency: Local Agency Release Date: 02/02/1994 Case Type: _ Soil only Chemical: 8006619 Status: Leak suspected at site but has not been confirmed Last Review. Not reported S100995134 '01�.. S100995276 N/A H&H RANCH LUST S100995277 87050 AVENUE 71 N/A OASIS, CA 92274 TC95194 Page 30 of 42 r DETAILED ORPHAN LISTINQ EDR ID Number Sits Database(s) EPA ID Number H&H RANCH (Continued) LUST: Facility 10: Reg Board: Chemical: Lead Agency: Case Type: Status: Review Date: Workplan: Pollution Char. Reined Action: Close Date: LUST Region 7: Facility ID: Lead Agency: Case Type: Chemical: Status: Last Review. 7T2274005 Cross Street AVENUE 70 Colorado River Basin Region ply Leaked: NA 12034 NA Chemical: Regional Board Sod only Regional Board Signed off, remedial action completed or deemed unnecessary 09/02/1988 Confirm Leak: Not reported Not reported Prelim Assess: Not reported Not reported Reined Plan: Not reported Not reported M Not reported 09/0211988 Release Date: 02/05/1987 7T2274005 Local Agency: RN Regional Board Release Date: 02/05/1987 Sod only 12034 Signed off, remedial action completed or deemed unnecessary Not reported S100995m COTTONWOOD CANYON MILL DUMP Cal -Sites S101481313 CANYON ROAD, END (MAIL OYER, NV 89010) WA OASIS, CA 92274 CAL -SITES Status: PEARL Facility ID: 26490006 Current Status Date: 12128189 BLU -IN PARK LUST S10099S278 7189 HIGHWAY 78 WA OCOTILLO WELLS, CA 92274 LUST: Facility 10: 772004006 Cross Street SPLIT MOUNTAIN ROAD Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead Agency: Regional Board Case Type: Sod only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 07/22/1992 Confirm Leak: Not reported Workpian: Not reported Prelim Assess: Not reported Pollution Char: Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 071=1992 Release Date: 06106/1989 LUST Region 7: Facility I0: 7T2004006 Local Agermy. . IMP Lead Agency: Regional Board Release Date: 06MG/1969 Case Type: Sod only Chemical: 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported TC95194 Page 31 of 42 .011- DETAILED ORPHAN LISTING Sete EDR ID Nunjer Database(s) EPA ID Number BLU-IN PARK (Continued) GTE PALM SPRINGS PLANT YARD 979 GENE AUTRY TRAIL PALM SPRINGS, CA 92201 LUST: LUST Facility 10- Reg Board: 7T2262015 Cross Street RAMON ROAD Colorado River Basin Region Oty Leaked: Facility 10: 772004006 Local Agency: IMP Lead Agency: Case TYPp: Regional Board Release Date: 06106/1989 Sod only Chemical: 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review. Not reported GTE PALM SPRINGS PLANT YARD 979 GENE AUTRY TRAIL PALM SPRINGS, CA 92201 LUST: LUST Facility 10- Reg Board: 7T2262015 Cross Street RAMON ROAD Colorado River Basin Region Oty Leaked: Chemical: NA 13006619 Lead Agency: Local Agency Case Type: Sod only Status: No leak action taken by responsible party after initial report of leak Abate Method: Excavate and Dispose • remove contaminated sod and dispose in approved Lead Agency: Local Agency Case Type: Sod only site Review Date: 09/20/1994 Workplan: Not reported Confirm Leak: 01/28/1993 Pollution Char: Not reported Prelim Assess: 02/01/1993 Remed Plan: 05/05/1993 Remed Action: 06/30/1993 Close Date: 06102/1994 Monitoring: Not reported Release Date: 01/28/1993 LUST Region 7: Facility ID: 772262015 Local Agency: RIV Lead Agency: Local Agency Case Type: Sod only Release Date: 0128/1993 Chemical: 8006619 Status: 0 Last Review: Not reported SALTON SEA TEST BASE HWY ss CERCUS SALTON CITY, CA 92274 FINDS CERCUS Classification Data: Site Incident Category: Not reported Federal Facility: YES Ownership Status: UNKNOWN EPA Notes: Not reported NPL Status: NOT ON NPL CERCUS Assessment History. Assessment: DISCOVERY CERCLIS Site Status: Completed: 06/23/1994 This site is currently under investigation by the government to assess the extent of further action T &G GAS COMPANY FRONTAGE RD/S. MARINA DR. SALTON CITY, CA 92274 S100995278 S100995294 WA 1000885876 CA00003W350 LUST S100995295 N/A TC95194 Page 32 of 42 f.. f DETAILED ORPHAN LISTING EDR ID Ntanber Site Databases) EPA ID Number T &G GAS COMPANY (Continued) 7T2274006 LocW Agency: IMP S100995295 LUST: Case Type: Sod only Chemical: Facility ID: 772274006 Cross Street. HGIHWAY 86 Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead Agency: Regional Board Case Type: Sod only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 09/14/1992 Cordinn Leak Not reported Workplan: Not reported Prelim Assesac Not reported Pollution Char: Not reported Remed Plan: Not reported Remed Action: Not reported McnitorirtT Not reported Close Date: 09/14/1992 Release Date: 07/14/1988 LUST Region 7: Facility ID: 7T2274006 LocW Agency: IMP Lead Agency: Regional Board Release Date: 07/14/1988 Case Type: Sod only Chemical: 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported USDOI FWS SALTON SEA NWR FINDS 1000598438 SALTON SEA NWR CAS143609233 SALTON CITY, CA 92274 AMERICAN TELEPHONE & TELEGRAPH SALTON CITY FINDS 1000351935 7 MI W OF RCRIS -LOG CAD980SM68 SALTON CITY, CA 92274 RCRIS: Not Reported SALTON SEA NAVAL WEAPONS TRAINING CTR Cal -Sites S101480329 N OF INTERSECTION OF HWY 78 / HWY 86 WA SALTON SEA, CA 92274 CAL -SITES Status: AWP Facility 10: 13970003 Current Status Date: 07/01/94 OXYCHEM THERMAL FINDS 1000592007 53901 HWY 111 AND AVE 54 CA0980815849 THERMAL, CA 92274 Other Pertinent Environmental Activity Identified at She: facility is involved with pesticideAopc substances production WILBUR -ELLIS CO 53901 HWY 111 AT AVE 54 THERMAL, CA 92274 CERCLIS -NFRAP Classification Data Site Incident Category. Not reported Ownership Status: UNKNOWN EPA Notes: Not reported CERCLIS-NFRAP Assessment History: Assessment DISCOVERY FINDS 1000165156 RCRIS -LQG CAD051971075 CERC -NFRAP Federal Facility: NO NPL Status NOT ON NPL Completed: 08/01/80 TC95194 . Page 33 of 42 s' DETAILED ORPHAN LISTING EDR IO Number Database(s) EPA 10 Number WILSUR -ELUS CO (Continued) 1000165158 Assessment PRELIMINARY ASSESSMENT Completed: 04/01/83 Assessment PRELIMINARY ASSESSMENT Completed: 06113/88 CERCUS -NFRAP Site Stet m EPA has conducted a preliminary assessment on this site and has determined that no further action is necessary and no hazard was identlfled CERCUS -NFRAP Allas Name(s): WILBUR -ELUS CO OXYCHEM THERMAL OCCIDENTAL CHEM CO THERMAL RCRIS: Owner. IMPERIAL WEST PRODUCT (415) 555 -1212 Contact:ENVIRONMENTAL MANAGER (209)22&1811 Waste Ouantlty Info Source Waste Ouandty Info Source 0001 .00000 (N) Notlficatlon D002 .00000(N) Notification 0004 L.00000 (N) Notification P020 ,00000 (N) Notification P039 .00G00 (N) Notification P044 .00000(N) Notification P048 .00000 (N) Notification P066 .00000 (N) Notification P071 .00000 (N) Notification P089 .00000 (N) Notification P123 .00000 (N) Notification 0029 .00000 (N) Notification U067 .00000 (N) Notification U192 .00000 (N) Notification U240 .00000 (N) Notification U244 .00000 (N) Notification U247 .00000 (N) . Notification (P) = Pounds , (K) = Klograms , (M) = Metric Tons , (T) a Tons , (N) = Not Reported GENERAL TELEPHONE OF CALIFORNI FINDS 56189 HWY 111 THERMAL, CA 92274 GTE - THERMAL 56189 HIGHWAY 111 THERMAL, CA 92274 LUST: Facility ID: Reg Board: Chemical: Lead Agency. Case Type: Status: Review Date: Workplan:, Pollution Char. Remed Action: Close Date: LUST Region 7: — LUST 772274001 Cross Street MAIN STREET Colorado River Basin Region Oty Leaked 26 12034 Chemical: 12034 Regional Board Signed off, remedial action completed or deemed unnecessary Last Review: Sol only Signed off, remedial action completed or deemed unnecessary 09/16/1988 Confirm Lealc Not reported Not reported Prelim Assess: Not reported Not reported Remed Plan: Not reported Not reported Monitoring: Not reported 09/1611988 Release Date: 10/08/1987 Facility ID: 7T2274001 Local Agency: RIV Lead Agency. Regional Board Release Date: 10/08/1987 Case Type: Sol only Chemical: 12034 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported 1000213929 CA0980891006 S100995296 WA TC95194 Page 34 of 42 H r= 0 DETAILED ORPHAN LISTING EDR ID Number Site Databases) EPA ID Number w I GTE - THERMAL (Continued) 5100995296 JOE'S TUNE UP LUST S100995296 55951 HIGHWAY 111 WA THERMAL, CA 92274 LUST: Facility ID: 7T2274010 Cross Street AVENUE 56 Reg Board: Colorado River Basin Region ah Leaked: NA Chemical: 8006619 Last Review: Lead Agency: Lead Agency: Local Agency Case Type: Case Type: Aquifer affected Status: Status: No leak action taken by responsible party after initial report of leak Review Date: 06/07/1994 Confirm Leak 05/29 /1989 Workplan: 10/2511989 Prelim Assess: 10/25/1989 Pollution Char: Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 05/29/1989 LUST Region Facility 10: 7T2274010 Local Agency: RIV Lead Agency: Local Agency Release Date: 05/29/1989 Case Type: Aquifer affected Chemical: 8006619 Status: No leak action taken by responsible parry after initial report of leak Last Review: Not reported COACHELLA VALLEY ORGANIC FERTI 55591 HIGHWAY 111 THERMAL, CA 92274 LUST: LUST S100995297 N/A Facility 10: 772274013 Cross Street: AVENUE 56 Reg Board: Colorado River Basin Region Qty Leaked: NA Chemical: 8006619 Signed oft, remedial action completed or deemed unnecessary Last Review: Lead Agency: Local Agency Case Type: Aquifer affected Status: Signed off, remedial action completed or deemed unnecessary Review Date: 08/24/1992 Confirm Leak Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Data: 08/24/1992 Release Date: 09/29 /1988 LUST Region 7: Facility ID: 7T2274013 Local Agency: RIV Lead Agency: Local Agency Release Date: 0929/1988 Case Type: Aquifer affected Chemical: 8006619 Status: Signed oft, remedial action completed or deemed unnecessary Last Review: Not reported TC95194 Page 35 of 42 s° DETAILED ORPHAN LISTING FDA 10 Number Site Database(s) EPA ID Number COACHELLA VALLEY ORGANIC FER I (Continued) S10099M7 OCCIDENTIAL CHEMICAL COMPANY 71`2274014 Local Agency: RIV Cal -Sites S100201788 53901 HIGHWAY 111 AT AVENUE 54 Soil only Chemical: WA THERMAL, CA 92274 Signed off, remedial action completed or deemed unnecessary Last Review: Not reported CAL -SITES Status: NFA Local Agency Facility 10, 33280088 Current Statue Date: 0627/83 Aquifer affected TORRENCE FARMS Signed off, remedial action completed or deemed unnecessary LUST S100973129 54050 HIGHWAY 86 Not reported Workplan: N/A THERMAL, CA 92274 Not reported Pollution Char. Not reported LUST: Not reported Remed Action: Not reported Facility ID: 7T2274014 Cross Street Not reported 08/20/1991 Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead Agency: Local Agency Case Type: Soil only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 07110/1992 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char: Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 07/10/1992 Release Date: 09/05/1990 LUST Region 7: Facility 10: 71`2274014 Local Agency: RIV Lead Agency: Local Agency Release Date: 09/05/1990 Case Type: Soil only Chemical: 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported NOELS FLYING SERVICE Cal-Sites S100202297 AIR BASE N/A THERMAL, CA 92274 CAL -SITES Status: NFA Facility ID: 33730097 Current Status Date: 0627/83 SSA MANAGEMENT 86911 AIRPORT BOULEVARD THERMAL., CA 92274 LUST: LUST 5100995303 WA Facility 10: 7T2274015 Cross Street POLK Reg Board: Colorado River Basin Region pty Leaked: NA Chemical: 8006619 Lead Agency: Local Agency Case Type: Aquifer affected Status: Signed off, remedial action completed or deemed unnecessary Review Date: 0820/1991 Confine Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 08/20/1991 Release Date: 10!16/1990 TC95194 Page 36 of 42 f:. r DETAILED ORPHAN LISTING EDR ID Number Site Databases) EPA ID Number SSA MANAGEMENT (Continued) S100995M RIV CO ROAD YARD LUST Region 7: LUST S100995304 Faci ty ID: 772274015 Local Agency: RIV Lead Agency: Local Agency Release Date: 10/16/1990 Case Type: Aquifer affected Chemical: 8006619 Status: Signed off, remedial anion mated or deemed unnecessary Last Review: Not reported RIV CO ROAD YARD LUST S100995304 87495 AIRPORT BOULEVARD N/A THERMAL, CA 92274 LUST: Facility ID: .7T2274007 Cross Street: HIGHWAY 111 Reg Board: Colorado River Basin Region City Leaked: NA Chemical: 8006619 Lead Agency: Local Agency Case Type: Aquffer affected Status: Pollution characterization Review Date: 06/07/1994 Confine Leak: 11/08/1988 Workplan :. 06/30/1989 Prelim Assess: 0721/1989 Pollution Char. 05/10/1990 Remed Plan: 12!12/1991 Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Date: 11/08/1988 LUST Region 7: Facility ID: 772274007 Local Agency: RIV Lead Agency: Local Agency Release Date: 11/08/1988 Case Type: Aquifer affected Chemical: 8006619 Status: Pollution characterization Last Review. Not reported FOSTER TURF FARM LUST S101134451 81750 AIRPORT BLVD N/A THERMAL, CA 92274 LUST Region RV: Facility ID: 94435 Employee ID: 20 Status: Identify and notify owner Site Closed: Not Closed Case Type: Ground water THERMAL ROAD YARD LUST S101134596 86199 AIRPORT BLVD WA THERMAL, CA 92274 LUST Region RV: Facility ID: 89967 Employee ID: 7 Status: Signed off, remedial action completed or deemed unnecessary Site Closed: Yes Case Type: Soil only TC95194 Page 37 of 42 III DETAILED ORPHAN LISTING EDR ID Number Site DatBbese(s) . EPA ID Number THERMAL ROAD YARD (Continued) S101134598 RIVERSIDE COUNTY THERMAL YARD LUST 5100995302 86199 AIRPORT BLVD WA THERMAL, CA 92274 LUST: Facility 10: 772274012 Cross Street: HIGHWAY 111 Reg Board: Colorado River Basin Region Oy Leaked: NA Chemical: 8006619 Lead Agency: Local Agency Case Type: Son only Status: Signed off, remedial action completed or deemed unnecessary, Review Date: 08/28/1992 Confirm Leak Not reported Workplam Not reported Prelim Assess; Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action- reported Monitoring: Not reported Close Date: 08/28/1992 Release Date: 11!08/1988 LUST R on 7: Facility�D: 7T2274012 Local Agency. RIV Lead Agency: Local Agency Release Date: 11/08/1988 Case Type: Son only Chemical: 8006619 Status: Signed off, remedial action completed or deemed unnecessary Last Review: Not reported CVUSD BUS BARN 83800 AIRPORT BLVD THERMAL, CA 92274 LUST: LUST Facility 10: 7T2274004 Cross Street: VAN BUREN Reg Board: Colorado River Basin Region Oty Leaked: NA Chemical: 12031 Lead Agency: Joint Lead Case Type: Sod only Status: Signed off, remedial action completed or deemed unnecessary Review Date: 0920/1994 Confirm Leak: 12/01/1987 Workptan: 10/01/1992 Prelim Assess: 02126/1993 Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Oats: - 09/09/1994 Release Date: 10!09/1987 LUST Region 7: Facility ID: 7T2274004 Local Agency: RIV Lead Agency: Joint Lead Release Date: 10/09/1987 Case Type:, Sod only Chemical: 12031 Status: Signed off, remedial action completed or deemed unnecessary Last Review:. Not reported S100355444 WA TC95194 Page 38 of 42 i 13 DETAILMORPHAN LISTING EDR ID Ntuttber Site Dats MWS) EPA 10 Number CVUSD BUS BARN (Continued) 5100355444 FOSTER TURF FARM LUST S101192624 81750 AIRPORT BLVD WA THERMAL, CA 92274 LUST: Facility ID: 772274021 Cross Street MADISON Reg Board: Colorado River Basin Region (2ty Leaked: NA Chemical: 8006619 Load Agency. Local Agency Case Type: Undefined Status: Leak suspected at site but has not been confirmed Abate Method: Excavate and Dispose - remove contaminated soil and dispose in approved Monitoring: site Revl" Date:, 02/21/1995 Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported PolM Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 02/07/1995 Release Date: 0527/1994 LUST Region 7: Into Source Waste Quantity Info Source Facility ID: 7T2274021 Local Agency: RIV Lead Agency. Local Agency Release Date. 0527/1994 Case Type: Undefined (M) - Metric Tons , M a Tons , (N) Not Reported Chemical: 8006619 Status: Leak suspected at site but has not been confirmed Last Review: ' Not reported DELLAR RANCHES 85 625 AVE UNIT 68 THERMAL, CA 92274 RCRIS -SQG 1000819372 FINDS CA0983653536 RCRIS: Owner. SYLVIA DELLAR (805) 969 -6344 ContactWiLUAM DELLAR (619) 774 -0265 Waste Quantity Into Source Waste Quantity Info Source D000 .00000 (N) Notification D001 .00000 (N) Notification 0018 .00000 (N) Notification D039 .00000(N) Notification (P) a Pounds , (K = Klograms . (M) - Metric Tons , M a Tons , (N) Not Reported COACHELLA VALLEY WD WWTP FINDS 1000593018 AVE 63 AND FILLOMORE ST CA0982392383 THERMAL, CA 92274 Other Pertinent Environmental Activity Identified at Site: facility has active water discharge perm its TC95194 Page 39 of 42 s� l DETAILED ORPHAN LISTING FOR ID Number Site Database(s) EPA 10 Number RIV CO FIRE DEPT. X139 (Continued) S100995M LUST Region 7: Not reported Workplan: Facility 10: 772274018 Local Agency: RIV Lead Agency: Local Agency Release Date: 1021/1992 Case Type: Aquifer affected Not reported Chemical: 12034 Close Data: Status: Preliminary site assessment workplan submitted 03/16/1988 Last Review. Not reported Facility ID: 772274003 Local Agency: FAA - THERMAL AIRPORT LUST S100973007 56850 TYLER ST Release Date: WA THERMAL, CA 92274 Aquifer affected LUST: Chemical: 8006619 Facility ID: 7T2274003 Cross Street AIRPORT BOULEVARD Reg Board Colorado River Basin Region Oty Leaked: NA Chemical: 8006619 Lead Agency: Local Agency Case Type: Aquifer affected Status: Post remedial action monitoring in progress Abate Method: Excavate and Dispose - remove contaminated soli and dispose in approved site Review Date: 06!07/1994 Confirm Leak: Not reported Workplan: 03113/1990 Prelim Assess: 08/31 /1990 Pollution Char Not reported Remed Plan: 08/01/1991 Remed Action: Not reported Monitoring: 05r.01992 Close Data: Not reported Release Date: 03/16/1988 LUST Region 7: Facility ID: 772274003 Local Agency: RIV Lead Agency: Local Agency Release Date: 0311611988 Case Type: Aquifer affected Chemical: 8006619 Status: Post remedial action monitoring in progress Last Review: Not reported PETER RABBIT FARMS 84270 AVE 58 THERMALL, CA 92274 RCRIS: Owner. PETER RABBIT FARMS (619) 398-0151 ContactNICHOLAS JARRETT (619) 398 -0151 RCRIS -SQG 1000886275 . FINDS CA0000134890 Waste Quantity Info Source waste Quantity Info Source D000 .00000 (N) Notification D001 .00000 (N) Notification D018 .00000 (N) Notification D039 .00000 (N) Notification (P) . Pounds . (K) = Klograms , (M) = Metric Tons . M = Tons , (N) = Not Reported TC95194 Page 42 of 42 s` ye �'s`�*��', � :+v "s � � ��• r yp.•�- w��+e} ..Mp � ✓�. �Y e.r+ _::� ..' •S�"e Code Description. D000 NOT DEFINED D001 IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OF LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY- MARTENS CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE FLASH POINT OF A f WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE MATERIAL LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. 0002 A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.51S CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE SODIUM HYDROXIDE, A CAUSTIC SOLUTION WITH HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE. 0003 A MATERIAL IS CONSIDERED TO BE A REACTIVE HAZARDOUS WASTE IF IT IS NORMALLY UNSTABLE, REACTS VIOLENTLY WITH WATER, GENERATES TOXIC GASES WHEN EXPOSED TO WATER OR CORROSIVE MATERIALS, OR IF IT IS CAPABLE OF DETONATION OR EXPLOSION WHEN EXPOSED TO HEAT OR A FLAME. ONE EXAMPLE OF SUCH WASTE WOULD BY WASTE GUNPOWDER. D004 ARSENIC D006 CADMIUM D007 CHROMIUM D008 LEAD 0011 SILVER 0018 BENZENE 0039 TETRACHLOROETHYLENE F002 THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1- TRICHLOROETHANE, CHLOROBENZENE, 1,1,2- TRICHLORO- 1,2,2- TRIFLUOROETHANE, ORTHO- DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2- TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE LISTED IN F001, F004, OR F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. F003 THE FOLLOWING SPENT NON - HALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N -BUM ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT NON - HALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NON - HALOGENATED SOLVENTS, AND, A TOTAL OF TEN PERCENT OR MORE (BY TC95194 - Page 1 of 3 Code Descdptlon VOLUME) OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. F005 THE FOLLOWING SPENT NON - HALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, 2- ETHOXYETHANOL, AND 2- NITROPROPANE; ALL SPENT SOLVENT MIXTURESBLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE NON- HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. P020 DINOSEB P020 PHENOL, 2-(1-METHYLPROPYL)-4,6-DINITRO- P039 DISULFOTON P039 PHOSPHORODITHIOIC ACID, 0,0- DIETHYL S- (2- (ETHYLTHIO)ETHYLI ESTER P044 DIMETHOATE P044 PHOSPHORODITHIOIC ACID, O,O- DIMETHYL S- (2- (METHYLAMINO)- 2- OXOETHYL) ESTER P048 2,4- DINITROPHENOL P048 PHENOL, 2,4- DINITRO- P066 ETHANIMIDOTHIOIC ACID, N- Q(METHYLAMINO)CARSONYLIOXYI -, METHYL ESTER P066 METHOMYL P071 METHYL PARATHION P071 PHOSPHOROTHIOIC ACID, O,O,DIMETHYL 0- (4- NITROPHENYL) ESTER P089 PARATHION P089 PHOSPHOROTHIOIC ACID, O,O- DIETHYL 0- (4- NITROPHENYL) ESTER P123 TOXAPHENE 0029 METHANE, BROMO- U029 METHYL BROMIDE U067 ETHANE, 1,2- DIBROMO- U067 ETHYLENE DIBROMIDE U192 BENZAMIDE, 3,5-DICHLORO-N-(1,1-DIMETHYL-2-PROPYNYL)- U192 PRONAMIDE U240 ACETIC ACID, (2,4- DICHLOROPHENOXY) -; SALTS S ESTERS TC95194 - Page 2 of 3 Code Descdpdon U240 2,4-0, SALTS & ESTERS U244 THIOPEROXYDICARBONIC DIAMIDE [(H2N)C(S)12S2, TETRAMETHYL- U244 THIRAM i' U247 BENZENE, 1,11- (2,2,2- TRICHLOROETHYUDENE)BIS[4- METHOXY U247 METHOXYCHLOR TC95194 - Page 3 of 3 r' 01 .. APPENDIX H Contract .. M lR, l - i10-17A lb � 41 S�I.1 } Emriron &MI and Consulting &ffVtU Ms. Barbara Larsb BEL Recreation Corporation 68.140 PGA-Boulevard La Quinta, Cahfhmia 922b8 Pbone (618) 864 -1088 Fa; (819) 564 -4880 IM Phase I Environm utal Site Amassment PGA WEST and La Qulnta Besot propertiu La Quinta, CaMbrnia Dear Ms. Lanb: In acoorda�nce with your request. SSCI has prepared a proposal for conducting a Phast I ESA for both of the above referenced properties f-. s+c Scope of Work The purpose of a Pbase I ESA is to identify obvious potential under the Comprehensive Eavirvnmental Response, Compensation, and Liability Act (CERCLA). The scope of work . wM allow ASTIM Standards for Phase I Environmental Site Assessments. Toro final reports covering the Assessments will be produced and cover the following items: + Purpose Ezemcutive Su= err * Site Description + Investigation Methods * Wm- Comprehensive Asbestos Survey * Conclusions and Recommendations Appendices. of Supporting I.nhr=tiou When the assessments are co=pleted, it will -be Possible fbr you to'determine'whether or not further investigation is desirable S"Wrstloa sysbMs consultants, In& 170+1 a Cwriw» RAd, aka 200 Mcum& Tom 77064 (71 3)4M 194 Fear. M 3}4M7413 2, d Wa JEZ :60 S6. 12 1-:10 MM • aT- 20-1995 i6: 41 bw.; t Phase i XRwiroaaseatal Nits Ammeeeawa �e sm% Casa 11 .%,a The cost to provide the services outlined in the SwPe of work for this Phase I Assessment is M776. This price includes cue title 84aroh par property. AddlVwnstl tide rearches wM be billed at cost pins 10 percent. Any regyund asbestos sa=pling will be bin" at a unit price of X3040 per sample. Schedule $SCI is prepared to be& work imme&at*. Pursuant to your Mueat, 89CI will submit the two oompieted reports npaa receipt of your approval. If 9on baoe ate► ttirther questions, please feat free to give me a call at (718) 486 -1945. We loom &vwArd to tvorkmg with you an this and other projects. Re4pectfuny submitted, M a Russlyn wjjCM Prgject Manager Accepted by, A Slii t Larry E. Lic liter Executive Vice President Dated:October 21, 1995 &paragon 9YVw a Conw"MtI4 me. t 7C11 O Camino PWW. 8uile 200 Moth U% Tam 77069 (7121A"-1Aa7 FW ms)48&7a,6 TOTAL P.03 E'd WtJE2:6A CA, i7 1 V1 APPENDIX I Licenses and Certificates f 55G'ti Environmental and Consulting Services HELEN L HODGES Presi #ent Education & Recognition M.B.A.. The University of Chicago — Valedictorian M.S.. Chemistry. The University of Idaho — Presidential Honors B.S., Physical Science, San Jose State University — Dean's Scholar Top 50 Woman Business Owners of the Year, Houston — 1995 Top 25 Woman Owned Business, Texas — 1994 Woman of Excellence. Federation of Houston Professional Women — 1994 Houston 100 Company 1993 Professional Registrations & Technical Societies Certified RCRAIOSHA Trainer and Worker National Corrosion Engineers Certified Certified Environmental Inspector ( #559 -82 -7447) Licensed Hazardous Material Mgr. ( #3702) Licensed 0 &M planner ( #20 -5058) LPST Corrective Action Project Manager (CAPb100109) Society of American Military Engineers White House Conference Delegate — 1995 Who's Who of U.S. Executives and of- Environmental Professionals "Outstanding Contribution " —U.S. Forest Service and ASTD Beta Gamma Sigma and Alpha Lambda - Delta (Honor Societies) Texas Registry for Environmental Professionals National Assoc. of Environmental Professionals Registered Environmental Assessor - CA (REA05196) Hazardous Waste Management Society Environmental Assessment Association The Executive Club National Assocation of Women Business Owners. National Board Member Professional Experience Ms. Hodges has over twenty years of public and private sector experience in environmental construction and consulting. training. and project management including 1 I years of technical and administrative experience with Argonne National Laboratory's Breeder Reactor Program. She has served as manager and team member for environmental remediation projects including emergency response, groundwater remediation and control. demolition & decommissioning. LPST abatements and removals.. subsurface investigations. RI/FSs and RD/RAs (State and Federal Superfunds), site assessments and audits. and lagoon closures. She has served as a member of a Nuclear Energy Reactor Review Team commissioned to review DOE nuclear reactors, and was a member of a national task force investigating national needs for research on biomass conversion and utilization. She specializes in site inspections, risk assessments and planning. NORM investigations and surveys, remediations of soil and water contamination, and waste characterization and removal. As owner and operator of SSCI. Ms. Hodges has overseen large numbers of site assessments. UST removals and investigations, superfund demolition and site restoration projects, bioremediation and thermal desorption projects, hazardous waste investigations and cleanups and groundwater remediation system designs and installations. Many projects are turnkey and most are performance based. Sites have included mixed wastes and have been regulated by a variety of Federal and State agencies. In addition to developing emergency public relations procedures and facility -wide 29CFR1910.120 based training programs for various large facilities. Ms. Hodges has produced facility- specific procedure manuals, videotapes. visual aids. and handout materials for public and private operations. Clients include research facilities. nuclear fuels operations. chemical plants. QA groups, manufacturing organizations, agricultural operations, transportation companies, environmental remediation firms. agencies and utility groups. Ms. Hodges is an active speaker on environmental and general management topics. She has authored a number of published articles and papers. Recent examples include: With Pollution Experts, Look before You Leap, Thermal Treatment of Polluted. Soil. Reduce Your Risk: Be Environmentally Vigilant. Thermal Treatment of Pesticides, Soil Treatment Technologies. A Management Perspective on Environmental Issues, and Indoor Air Quality. Separation Systems Consultants, Inc. 17041 El Camino Real, Suite 200 Houston, Texas 77058 (713)486 -1943 Fax: (713)486 =7415 Environmental and Consulting Services DOUGLAS JACKSON, C.EP, R &'VL .Manager of Opm&= EDUCATION M.S. Biology (Aquatic. Ecology). Stephen F. Austin State University, 1977 BS. Forestry (Environmental Science), Stephen F. Austin State University. 1975 CONT241MG EDUCATION f� Hazardous Waste Operations and Emergency Response Training, Lamar University Fire and Safety Iastitme Hazardous Waste Operations Site Supervisor Training OSHA 40 -Hour Health and Safety Training Removal of Underground Storage Tanks and 8-hour annual course for TNRCC License B PROFESSIONAL REGLSTRATIONS/I-ICENSES Certified TNRCC UST Removal Supervisor #0=89 Certified TNRCC Corrective Action Project Manager 000074 Board Certified Environmental Professional #09488 Registered Environmental Professional #555 PROFESSIONAL AFFELIATIONSIRECOGNITION National Association of Environmental Professionals National Ground Water Association National Science Foundation Student Originated Study Grant, 1975 Elected Member. Research Society of North America (Sigma Xi) Who's Who.in Science and Technology in the Southwest Who's Who in International Science and Technology Texas Registry for Environmental Professionals PROFESSIONAL EXPERIENCE Mr. Jackson has worked in the environmental field since 1975. His career has included significant work as an aquatic and terrestrial ccolo¢isL environmental systems modeler. radioecologist. hazardous waste manager, remediation project manager. and site investigation manager. Since 1985 his work has included administration of professional environmental staff using a hands -on approach that has kept him close to the action. His experience includes serving as Project Manager on the Industrial Transformer Superfund Site, United Creosoting Superfund Site, Fort Hood Underground Storage Tank Removal Project Reese Air Force Base Underground Storage Tank Removal Project. U.S. Forest Service Underground Storage Tank Removal Project, City of Houston Underground Storage Tank Program. TNRCC Region 3 Monitoring and Evaluation Contract U.S. Postal Service Environmental Services Contract. U.S. Army Cotes of Engineers Pre - placed Remedial Action (PRA) Contract. and the Waste Isolation Pilot Plant (WIPP) Project Mr. Jackson has managed numerous hazardous waste remediation operations throughout Texas, Oklahoma, Kansas, Nebraska. New Mexico, Arizona. Ncvada. Colorado, and Utah. He has managed site assessmenm waste characterization, lab pack and drum removal, sludge stabilization, thermal treatment, bioremediation. corrosive waste neutralization, excavation, demolition, tank cleaning. UST removal/remediation. PCB transformer removal or retrofill. and emergency response projects. He has recently gained significant experience in litigation support on cases involving contract disputes, property transfers, and environmental crime. Separstlon Systems Consultants, Inc. 170418 Camino Red, Suds 200 lio ZU% Twras 77058 (ms)4W1a4s Fa;c (719}486-7415 55c Environmental and Consulting Services CHRIS LOVETT Environmental Specialist Education & Recognition B.A. in Geography. Southwest Texas State University` Resource and Environmental Studies Environmental Research Internship Professional Registrations Member GTU. Geography Honor Society Member APA Environmental Division . Certified. 40 -Hour HAZWOPER (29 CFR 1910.120) Professional Experience Mr. Lovett has broad experience in the environmental field. This experience includes conducting waste stream audits to establish baseline information for the purpose of measuring waste reduction, recycling and compositing. Mr. Lovett was responsible for establishing program goals, evaluation criteria and formal action plans to achieve project goal. His experience as an environmental specialist includes designing and implementing educational approaches to modify solid waste habits as well as researching and developing educational workshops and seminars. While working as an Environmental Manager for the City of Pearland.Mr. Lovett was responsible for educating the general public about solid waste problems and many of the preferred and more acceptable methods for dealing with these problems. Mr. Lovett along with other team members, conducted a research feasibility study of the City of Pearland_ Areas of studv included waste minimization. compositing and recycling. He has given many seminars on recycling and backyard and yard trimming compositing to the general public and local groups such as local 4 -H groups. As the leader for the Environmental Team at the City of Pearland. Mr. Lovett established education programs of backyard compositing and «Tote articles on backyard compositing which appeared in various newspapers. Some of his newspaper articles and other educational materials are included with his resume. Mr. Lovett has directed environmental research which include stream discharge analysis, temperature readings, hater sampling, plant collection and identification. pH readings. dissolved oxygen count, line transacting and data ompilation. He is presently involved in researching and preparing oil spill. prevention and response plans for OPA 90. He is also involved in preparing a Pollution Prevention Plan for National Pollution Discharge and Elimination Systems (NPDES). Environmental. Site Assessment - Mr. Lovett has performed and written over 100 site asssessments .8t risk audits addressing requirements of the Federal Home Loan Bank's Thrift Bulletin 16. Proposed House Rule 2787 ("The Innocent Landowner Defense, and Fannie Mae) Environmental Hazards Management Procedures. UST&AST Assessment & Remediation - Mr. Lovett has been involved in. the management of over 25 UST & AST assessments, removal & upgrade projects from the initial site investigation phases, through final closure. Hazardous Waste Remediation - Mr. Lovett has managed field projects & developed work .plans to remove and dispose of RCRA waste horn soil, pits. drums. AST & USTs. Mr. Lovett has participated in CERCLA/SARA remedial construction activities associated with United Creosoting Site Conroe. Texas emcompassing field work and personnel management. In addition to environmental field work Mr. Lovett has extensive experience in report writing. Examples include: a report on SAR A Title M. Hazardous Communications Plans. Spill Prevention Plans, OPA 90 Plans. and the National Pollution Discharge Elimination System. 10/94 Separation Systems Consuttants, Inc. 17041 B Camino Heal. Suite 200 Houston. Tazw 77058 (713) 486 -1943 ' Far. (7131486.7415 s.. i nc uNIvtKSI o v ur- 7 tXAS HEALTH CENTER AT TYLER Occupational and Envirohnmental Training Program Al " Avijards : tti1a - certtflcste to ' RUSSLYN ANN MASON �. 467-06 -8808 1 r 11 1 for. completion. of the ..�. .A. � .. r1 2% .016 , t.1- ININQ COURSE AND IS .A Mi ��as A �B )LDINd liNSPECTO OR AS � lei 416 /N4p-j OratN Orl,N1 f h�ury 22 Zaj C5906 hoard" r N .,4 h H W O a � w 0 ol A %A ».� B Environmental.services, Inc. ' November 2, 1995 ' 1643 Federal Road Houston, Texas 77015 EPA Lab ID #: 6536 (713).453 -6060 NVLAP ID #: 1793 TDH LIC. A! 30 -0090 ASBESTOS IDENTIFICATION BY PLM ( *) TO: SSCI P.O. #: 20610La s Attn : Gary Morris Ref: #20610La, RSL, P6A -west 17041 31 Camino Real, #200 Houston , TX 77058 Date Received: 10/31/95 Date Reported: 11%02/95 Date Analyzed: 11/02/95 Analyst: RLV ( *) EPA Method 600/R- 93/116, July 1993. Components of non- homogeneous samples were analyzed separately and were combined in proportion*to their Lbundence. ( +)Percent of asbestos reported are based on visual inspection snder stereo and polarizing microscopes. Test results relate only to the Items tested. SAMPLE ID LAB ID ASBESTOS( +) OTHER FIBERS MISC. ass: sa= ssaasssss: asssassssas:s sss sassassssssssasssssassasssssss�saax== = = =x == �1 13706.11 4 -9% Chrysotile Cellulose Carbonate .eiling Texture Gran. Mat. hhite, Homogeneous Min. Frag. :2 13706.12 No Asbestos Glass Fibers Gran. Mat. 'fibrous Duct Insulation Detected Min. Frag. ;lack White, Homogeneous 3 13706.13 No Asbestos Cellulose Gran. Mat. allboard Detected Min. Frag. hite & Brown, Layered Gypsum .4 13706.14 No Asbestos Glass Fibers!Gran. Mat. oof Tar Detected jMin. Frag. lack, Homogeneous (Tar j 5 13706.15 No Asbestos None (Carbonate lour Tile Detected 'Min. Frag. aige, Homogeneous Vinyl i APPROVED: /r DATE: A B Environmental Service, Inc. November 2. 2.995 Page 2 TO: SSCI #20610La, KSL, P6A -test ..a :sssas: sass: saasam :sasss :asm :ssaa¢as :asaaaams :rasa=-==== asaassaa :s :saassaas SAMPLE ID LAB ID ASBESTOS( +) OTHER FIBERS' MISC. a sa a a s :: s a s a s as a s s s a as s a s a s a a a: a as s a a: s a s s a a a s a s s a a as s sss s sassi s s so sss saasa #6 13706.16 No Asbestos Glass Fibers Silica Fibrous Roof Insulation Detected Pink, Homogeneous #7 13706.17 Yellow Pipe Insulation Yellow, Homogeneous #8 13706.18 Ceiling Tile white & Gray, Layered 1 ##9 13706.19 Floor Tile & Glue Tan & Pink, Layered No Asbestos Glass Fibers', Gran. Mat. Detected 'Min_ Frag No Asbestos Glass Fibers Gran. Mat. Detected Cellulose No Asbestos None !Carbonate Detected !Vinyl Min. Frag. APPROVED: DATE: Please refer to the first page for additional information V 51 i - 'Mr%^&B . 4--- r, - I 1643 Federal Road Zo joy D Houston, Texas 77015 62.91%? MCI z (713) 453-6060 MMww "'w FAX (713) 453.6091 Rush L40 Standard Project Name,, fetc. Project Locati n Analysis Requested P.O. 1: Client Name Ks� Sample Type Lab.ID: Comments, Sample loo. 'ate. Water Soil Jre ,lf/ I Of Cont Item I Sample I Date Time 12 2' A 3. ft z! to/ %C •. eZ& 7 07 5 ol '90 10. A- Sample Ile ted t Transfer rtew I Relinquish ,Td Slop Accepted By Date Time J1 J —('W ) 8Q1[a list any—Nnown— Naxards 2 4 jjuL;L ;vices NDRC. L t� k SUMMARY REPORT CLIENT SSCI CONTACT: Ms. Russlyn Mason. PROJECT 20610CA /RSL /PGA West 11155 South Main kau-ton. TX rm Td 713461 -8150 Faa. 713461 -1661 JOB NUMBER : E95 -5825 REPORT DATE : 2 -NOV -1995 SAMPLE NO. IO MARKS MATRIX DATE SAMPLED 1 la Quinta- Static Drinking water 27-OCT-1995 .2 la Quanta- Dynamic Drinking Water" 27-OCT-1995 3 Palmer•Static Drinking Water 27 -OCT -1995 4 Palmer - Dynamic Drinking Water 127 -OCT -1995. TOTAL METALS 1 2 1 3 I 4 Lead mg /L < 0.001 < 0.001 ' < 0.001 < 0.001 * * * * * * * * * * * * * * * * * * * * * ** * * * E Q F A U L T * * * Version 3.00 * * * * * * * * * * * * * * * * * * * * * ** DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DIGITIZED FAULTS JOB NUMBER: 544 -4650 JOB NA�E: Crowne Point - PGA 56815 Jack Nicklaus La Quinta, California CALCULATION NAME: Test Run Analysis FAULT - DATA -FILE NAME: CDMGFLTE.DAT , D ECEOW[E JAN 2 3 2006 CITY OF LA COMMUNITY EVE LIOPMENT DEPARTMENT DATE: 11 -12 -2004 SITE COORDINA'T'ES: SITE LATITUDE: 33.6352 SITE LONGITUDE: 116.2674 SEARCH RADIUS: 100 mi ATTENUATION RELATION: 5) Boore et al. (1997) Horiz. - SOIL (310) UNCERTAINTY (M= Median, S= Sigma): M Number of Sigmas: 0.0 DISTANCE MEASURE: cd_2drp SCOND: 0 Basement Depth: 5.00 km Campbell_SSR: -Campbell SHR: COMPUTE PEAK.HORIZONTAL ACCELERATION FAULT -DATA FILE USED: CDMGFLTE.DAT MINIMUM DEPTH VALUE (km): 0.0 --------- - - - - -- EQFAULT SUMMARY ----------------------------- DETERMINISTIC SITE PARAMETERS ----------------------- - - - - -- Page 1 -------------------------------=----------------------------------------- - - - - -- I I ABBREVIATED 1 FAULT NAME I SAN ANDREAS - Coachella I SAN ANDREAS - Southern J SAN JACINTO -ANZA SAN JACINTO- COYOTE CREEK I BURNT MTN. I EUREKA PEAK I SAN ANDREAS - San Bernardino I SAN JACINTO - BORREGO i PINTO MOUNTAIN 1 EARTHQUAKE VALLEY 1 EMERSON So. - COPPER MTN. 1 LANDERS 1 PISGAH - BULLION MTN. - MESQUITE LK I BRAWLEY SEISMIC ZONE 1 SAN JACINTO -SAN JACINTO VALLEY 1 ELSINORE- JULIAN 1 NORTH FRONTAL FAULT ZONE (East) I ELMORE RANCH 1 ELSINORE - TEMECULA I ELSINORE- COYOTE MOUNTAIN 1 JOHNSON.VALLEY (Northern) 1 SUPERSTITION MTN. (San Jacinto) I SUPERSTITION HILLS (San Jacinto)( CALICO - HIDALGO I NORTH FRONTAL FAULT ZONE (West) 1 LENWOOD- LOCKHART -OLD WOMAN SPRGSI HELENDALE - S. LOCKHARDT I SAN JACINTO -SAN B.ERNARDINO I ELSINORE -GLEN IVY IMPERIAL I LAGUNA SALADA 1 CLEGHORN I ROSE CANYON 1 NEWPORT - INGLEWOOD (Offshore) CHINO - CENTRAL AVE. (Elsinore) I CUCAMONGA J WHITTIER 1 SAN ANDREAS - Mojave 1 SAN ANDREAS - 1857 Rupture I SAN JOSE I (ESTIMATED MAX. EARTHQUAKE EVENT APPROXIMATE 1------------------------------- DISTANCE I MAXIMUM I PEAK JEST. SITE mi (km) JEARTHQUAKEI SITE JINTENSITY I MAG.(Mw) I ACCEL. g 1MOD.MERC. 8.4( 13.5)1 7.1 1 0.283 1 IX 8.4( 13.5)1 7.4 1 0.332 1 IX 17.5( 28.1)1 7.2 1 0.177 1 VIII 18.5( 29.7)1 6.8 1 0.137 1 VIII 22.3( 35.9)1 6.4 1 0.096 1 VII 23.3( 37.5)1 6.4 1 0.093 1 VII 23.3( 37.5)1 7.3 1 0.150 1 VIII .30.4( 48.9)1 6.6 1 0.085 1 VII 34.9( 56.2)1 7.0 1 0.094 1 VII 36.2( 58.2)1 6.5 1 0.070 1 VI 36.4( 58.6)1 6.9 1 0.086 1 VII 37.5( 60.3)1 7.3 1 0.104 1 VII 37.8( 60.9)1 7.1 1 0.093 1 VII 37.9( 61.0)1 6.4 1 0.064 1 VI 38.1( 61.3)1 6.9 1 0.083 1 VII 40.1( 64.6)1 7.1 1 0.089 1 VII 42:3( 68.0)1 6.7 1 0.084 1 VII 44.9( .72.3)1 6.6 1 0.063 1 VI 46.5( 74.8)1 6.8 1 0.068 1 VI 46.6( 75.0)1 6.8 1 0.068 1 VI 48.3( 77.7)1 6.7 1 0.062 1 VI 48.6( 78.2)1 6.6 1 0.059 1 VI 49.6( 79.8)1 6.6 1 0.058 1 VI 50.0( 80:4)1 7.1 1 0.075 1 VII 53.9( 86.7)1 7.0 1 0.082 1 VII 53.9( 86.8)1 7.3 1 0.079 1 VII 61.5( 99.0)1 7.1 1 0.064 1 VI 61.7( 99.3)1 6.7 1 0.052 1 VI 62.1( 100.0)1 6.8 1 0.054 I VI 64.1( 103.1)1 7.0 1 0.059 1 VI 66.7( 107.3)1 7.0 1 0.057 1 VI 70.0( 112.7)1 6.5 1 0.042 1 VI 74.3( 119.5)1 6.9 1 0.050 1 VI 74.6( 120.0)1 6.9 1 0.049 1 VI 76.0( 122.3)1 6.7 1 0.053 1 VI 77.1( 124.1)1 7.0 1 0.062 1 VI 80.2(.129.1)1 6.8 1 0.044 1 VI 86.3( 138.9)1 7.1 1 0.049 1 VI 86.3( 138.9)1 7.8 1 0.071 1 VI 88.3( 142.1)1. 6.5 1 0.043 1 VI ----------------------------- DETERMINISTIC SITE PARAMETERS ----------------------- - - - - -- Page 2 THE SAN ANDREAS - Coachella FAULT IS CLOSEST TO THE SITE. IT IS ABOUT 8:4 MILES (13.5 km) AWAY. LARGEST MAXIMUM- EARTHQUAKE SITE ACCELERATION: 0.3319 g (ESTIMATED MAX. EARTHQUAKE EVENT i APPROXIMATE I------------------------------- ABBREVIATED I DISTANCE I MAXIMUM I PEAK JEST. SITE FAULT NAME I mi (km) (EARTHQUAKE( SITE JINTENSITY I I MAG.(Mw) J ACCEL. g IMOD.MERC. CORONADO BANK 1 89:0( 143.3)1 7.4 1 0.056 1 VI SIERRA MADRE 1 91.2( 146.7)1 7.0 1 0.054 1 VI ELYSIAN PARK THRUST ( 92.8( 149.3)( 6.7 ( 0.046 1 VI GRAVEL HILLS - HARPER LAKE 1 93.3( 150.2)1 6.9 1 0.042 1 VI NEWPORT- INGLEWOOD (L.A.Basin) 1 95.4( 153.5)1 6.9 1 0.041 1 V COMPTON THRUST 1 98'.8( 159.0)1 6.8 1 0.046 1 VI PALOS VERDES 1 99.2( 159.6)1 7.1 1 0.044 1 VI CLAMSHELL- SAWPIT 1 100.0( 160.9)1 6.5, 1 0.039, 1 V -END OF SEARCH- 48 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. THE SAN ANDREAS - Coachella FAULT IS CLOSEST TO THE SITE. IT IS ABOUT 8:4 MILES (13.5 km) AWAY. 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