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HomeMy WebLinkAboutREGISTRY RIDGE PUD, PHASE I - PRELIMINARY - 32-95A - SUBMITTAL DOCUMENTS - ROUND 1 - GEOTECHNICAL (SOILS) REPORT63 49 90 Y 90 91 v 65 ko ao' v + 53 49 90 49 106 ,63. 90 02 74 65 �C ; L5 90 74 74 3� 102 .+ F,w . 4 36 36 90 74 9 0' r 6 3 co o 6 554 �5 65 90 66 i 36 9 35 63,27 65 , i `f 89 >95 ; n SCS SOIL SURVEY DALCO P.U.D. FORT COLLINS, COLORADO MAY 1995 IPROJECT No: 1952034 Earth Engineering Consultants, Inc. Physiographic Data May 19, 1995 Page 2 SITE EVALUATION Based in the Soil Conservation Service information concerning this site, most of it appears the near surface site soils are cohesive in nature. At least half of those soils are identified as being moderately to highly plastic with an expectation for volume change with variation in moisture content. The SCS information also indicates that shallow bedrock would be considered likely over a part of the site and shallow ground water would be expected along the drainage area traversing the site. Geologic Survey information reviewed indicated the bedrock underlying the site belongs to the Pierre Shale formation. A portion of that bedrock is expected to be expansive clay shale with other portions being sandy siltstone members. From the available information, is difficult to determine whether the near surface bedrock identified in the SCS information is predominately claystone or siltstone/sandstone. Based on our review of readily available site information as described above, it is our opinion the in -place materials could be used for support of lightly loaded structure. Special care and construction procedures will be necessary in areas of high plasticity soils and maybe needed in areas where bedrock is encountered near the surface. A complete geotechnical exploration will be required to better evaluate the specific requirements. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this information, or if we can be of further service to you in any other way, please do not hesitate to contact us. Ve y�:, ,�t_1rs, Consultants, Inc 1-4/ a' 9 a,- r 4 Lest P.E. Principal Engineer May 19, 1995 DALCO Land, LLC c/o Colorado Land Source Limited 8101 Prentice Avenue, Suite 108 Englewood, Colorado 80111 Attn: Mr. James R. McCory Re: Physiographic Data DALCO P.U.D. Fort Collins, Colorado EEC Project No. 1952022 Mr. McCory: EARTH ENGINEERING CONSULTANTS, INC. As you requested, a Senior Project Engineer from Earth Engineering Consultants, Inc (EEC) has completed a physiographic evaluation of the proposed DALCO P.U.D located south of Trilby Road and east and west of South Shields Street in Fort Collins, Colorado. That evaluation included a review of readily available data on the soils, geology and ground water at the site. The results of our physiographic evaluation are included with this report. The proposed DALCO P.U.D. will be located in Sections 14 and 15 of Township 6 north, Range 69 west of the 6th principal meridian in Larimer County, Colorado. The proposed development site is located immediately south of Trilby Road and both east and west of South Shields Street. We understand the DALCO P.U.D. will be a mix used development including multi- and single-family housing units, commercial property, school and church parcels and both developed and undeveloped recreational areas. A Senior Engineer from Earth Engineering Consultants, Inc performed visual reconnaissance on the site including general observation of features on the site and in the surrounding area. As a part of our site evaluation, general information from Soil Conservation Service and Colorado Geologic Society was reviewed. A diagram of the Soil Conservation Survey " Soil Survey Map" for the site and associated written descriptions of the soil classifications found on the site are included with this report. Based on the visual review of the site, it appears most of the proposed development area is presently irrigated crop land. A Fossil Creek tributary flows across the site from west to east and then flows north near the east boundary of the site. The east boundary site is marked by Colorado and Southern Railroad tracks and the north side of the site is bound by Trilby Road. A few residences and farm buildings are located on the property. Centre For Advanced Technology 2301 Research Boulevard, Suite 104 Fort Collins, CO 80526 (970) 224-1522 FAX 224-4664 PHYSIOGRAPHIC DATA DALCO P.U.D. FORT COLLINS, COLORADO EEC PROJECT NO. 1952022 EARTH ENGINEERING CONSULTANTS. INC.