TABLE OF CONTENTS. GENERAL PROJECT INFORMATION...3 Project Location... 3 Project Description... 3 STUDY OVERVIEW... 3 SITE EVALUATION TECHNIQUES...
|
|
- Shanna Williamson
- 8 years ago
- Views:
Transcription
1 App. P-2
2 TABLE OF CONTENTS GENERAL PROJECT INFORMATION...3 Project Location... 3 Project Description... 3 STUDY OVERVIEW... 3 SITE EVALUATION TECHNIQUES...4 SITE CONDITIONS... 4 Land Use and Zoning... 4 Topography... 5 Vegetation... 5 PREVIOUS STUDIES AND FIELD INVESTIGATION... 5 Previous Studies... 5 Field Reconnaissance... 6 GENERAL GEOLOGY AND SUBSURFACE CONDITIONS... 6 General Geology... 6 Soil Conditions... 7 GROUNDWATER... 7 NATURAL RESOURCE DATA - GARFIELD COUNTY... 7 RECOVERABLE RESOURCES... 7 CONCLUSIONS... 8 ADDITIONAL INVESTIGATIONS... 8 CLOSING... 9 REFERENCES FIGURES Site Vicinity Map... 1 Aerial Photograph of Site... 2 Aggregate, Sand & Gravel Potential, General... 3 Aggregate, Sand & Gravel Potential, Roaring Fork Detail... 4 Gas and Oil Well Locations, County Wide... 5 ATTACHMENTS Garfield County letter dtd August 18, App. P-3
3 GENERAL PROJECT INFORMATION Project Description River Edge Colorado is a proposed residential development comprised of approximately 160 acres lying between the Roaring Fork River and Hwy 82 in Garfield County, Colorado. The property is currently occupied by one single family home and has been previously utilized for agricultural purposes. Although portions of the property are intended to be sold prior to making application to Garfield County for land use approvals required for River Edge Colorado, as of the date preparation of this report, the proposed development lies within a larger 281-acre parcel owned by Carbondale Investments, LLC. This report addresses the entire 281-acre parcel. The proposed development will generally consist of installation of underground utilities, overlot grading, construction of residential streets and construction of detached and attached residential structures and community facilities. Project Location The project lies in portions of Sections 7 and 18 Township 7 South, Range 88 West and Sections 1 and 12 Township 7 South, Range 89 West of the 6 th Principal Meridian in Garfield County, Colorado. The site is located approximately 5 miles northwest of the Town of Carbondale. The site is bounded on the east by Hwy 82 and on the west by the Roaring Fork River. The approximate location of the site is shown on the Site Vicinity Map, Figure 1 (Ref. 1). An aerial photograph of the site is shown on Figure 2 (Ref.1). STUDY OVERVIEW The purpose of this study is to review available geologic information and existing mapping of commercial mineral resources to develop an opinion regarding the presence, if any, of such resources on the subject property and determine their commercial viability under C.R.S et seq. This report has been prepared in support of an application for PUD Plan Review (Rezoning) and Subdivision Review (Preliminary Plan) for the proposed River Edge Colorado development in accordance with the requirements of the Garfield County Unified Land Use Resolution of 2008 (ULUR), as Amended. The Analysis specifically addresses the requirements of Section E of the ULUR and C.R.S et seq., as requested by Kathy Eastley in a letter dated August 18, 2010 and attached hereto App. P-4
4 C.R.S (1) states in pertinent part that no board of county commissioners shall by zoning, rezoning, granting a variance, or other official action or inaction, permit the use of any area known to contain a commercial mineral deposit in a manner which would interfere with the present or future extraction or such deposit by an extractor. A Commercial mineral deposit means a natural mineral deposit of limestone used for construction purposes, coal, sand, gravel, and quarry aggregate, for which extraction by an extractor is or will be commercially feasible and regarding which it can be demonstrated by geologic, mineralogic, or other scientific data that such deposit has significant economic or strategic value to the area, state, or nation. Although requested by Garfield County staff pursuant to C.R.S (3) the provisions of C.R.S are only applicable to populous counties. A populous county of populous counties of the state means any county or city and county having a population of sixty-five thousand inhabitants or more according to the latest federal decennial census. As of the rezoning of the property to Residential Suburban in 2008, Garfield County had a population less than 65,000 according to the 2010 census. Although the 2010 census has not been issued to date, current estimates by the State of Colorado (Department of Local Affairs) and U.S. Census Bureau indicate that Garfield County s population is still below the minimum threshold for when these specific statutory provisions apply. SITE EVALUATION TECHNIQUES The information included in this report has been compiled from field reconnaissance, review of available reports of previous studies conducted at the site, geologic research and analysis, a of maps of the site, including natural resource maps compiled and produced by Garfield County, and a review of surficial deposits in Garfield County. SITE CONDITIONS Land Use and Zoning The site is identified as Parcel Number in Unincorporated Garfield County. The site was zoned Residential/Suburban in 2008 by the Garfield County Board of Commissioners under Resolution As such, Garfield County has already taken action to zone the property for use which would prohibit extraction. Such action was consistent with C.R.S et seq. since the App. P-5
5 provisions of the statute were not applicable. In addition, if the 2010 Census showed that the population of Garfield County exceeds 65,000 persons the zoning would stand as an applicable and allowable use of the property. Topography In general, the site slopes gently to the north and west with a relatively steep escarpment along the westerly boundary dropping down to the river terrace of the Roaring Fork River. Vegetation Most of the site consists of native grasses, weeds, cacti and trees and appears to be denser in the westerly portion near the river terrace. PREVIOUS STUDIES AND FIELD INVESTIGATION Previous Studies Reports of previous geotechnical engineering/geologic investigations for this site were reviewed and are listed below. 1. Geotechnical Engineering Study, Proposed River Edge Colorado PUD and Preliminary Plan Highway 82 and Cattle Creek, Garfield County, Colorado, HP Geotech, Job No A, November 10, U.S. Geological Survey Minerals Yearbook 2007, Colorado [Advance Release], U.S. Department of the Interior, U.S. Geological Survey, September, Update of Sinkhole Setback Information, Proposed Cattle Creek Crossing Project, Garfield County, Colorado, HP Geotech, Job No , November 30, Geotechnical Review of Proposed Grading and Erosion Plan along Highway 82, River Bend Development, Garfield County, Colorado, HP Geotech, Job No , August 30, Preliminary Geotechnical Study, Proposed River Bend Development, Highway 82 and Cattle Creek, Garfield County, Colorado, HP Geotech, Job No , July 17, Summary of Subsurface Exploration, Proposed River Bend Development, Highway 82 and Cattle Creek, Garfield County, Colorado, HP Geotech, Job No , June 11, App. P-6
6 7. Summary of Subsurface Exploration, Proposed Bair Chase Development, Highway 82 and Cattle Creek, Garfield County, Colorado, HP Geotech, Job No , December 21, Phase 1 Geologic Investigation, Sanders Ranch, Garfield County, Colorado, CTL/Thompson, Inc., Job No. GS-1888, July 26, The findings, analyses and conclusions contained in these reports were considered during the preparation of this report. Field Reconnaissance Site observations were conducted on June 15 th and October 12 th, 2010 by Nathan Dowden of RMG. Based on our observations, it appears that significant site grading excavation has been previously completed. Visual evaluation of existing site contours and topography compared to the original topographic information presented in the above-referenced reports noted that a considerable amount of the surficial soils appear to have been excavated and either stock-piled on site or transported as borrow material elsewhere. GENERAL GEOLOGY AND SUBSURFACE CONDITIONS General Geology Based on the information presented in the HP Geotech reports, the geology of the site is described as Pleistocene (10,000 to 1.8 million year old) and Holocene (less than 10,000 year old) deposits of clays, silts, sands, gravels, cobbles and boulders overlying the Eagle Valley Evaporite bedrock. Review of the Geologic Map of The Cattle Creek Quadrangle (Ref. 4) notes the following surficial deposits mapped on this site: Qa Stream-channel, flood-plain, and low terrace deposits (Holocene and Late Pleistocene) Qty Younger terrace alluvium (late Pleistocene) Qtm Intermediate terrace alluvium (late Pleistocene) Qc Colluvium (Holocene and late Pleistocene) Qdfy Younger debris flow deposits (Holocene) Qac Alluvium and colluvium, undivided (Holocene) The bedrock underlying the surficial soils is noted to be (Ref. 4): IPee Eagle Valley Evaporite (Middle Pennsylvanian) App. P-7
7 The surficial deposits are consistent with the information presented on the Surficial Geology Map prepared by Garfield County shown on Fig. 4 (Ref. 5). Soil Conditions As noted in the HP Geotech reports, The subsoils encountered throughout the development area typically consist of topsoil and fine-grained soils overlying relatively dense, slightly silty sandy gravel alluvium containing cobbles and boulders. Siltstone /claystone and gypsum bedrock was encountered between 32 and 112 feet below the ground surface. (HP Geotech, 7/17/07) Based on our field reconnaissance and review of the referenced data, it is our opinion that this is a generally accurate characterization of the site geology and subsurface soil materials. GROUNDWATER Groundwater was reportedly encountered in the soil borings by HP Geotech during their previous field investigations. The groundwater was encountered at depths as shallow as 8 feet and varying to approximately 40 to 80 feet below the ground surface at the time of the previous soil borings. NATURAL RESOURCE DATA - GARFIELD COUNTY As a component of this study, we have reviewed and incorporated mineral resource data and mapping compiled and produced by the Garfield County Building and Planning Department. Specifically, we incorporated pertinent information presented in the Garfield County Comprehensive Plan 2030, adopted November 10, 2010 (Ref. 4). County-wide aggregate, sand and gravel potentials are presented in Figure 3. Figure 4 presents aggregate, sand and gravel potentials in the Roaring Fork river valley. Gas and oil well locations throughout Garfield County are presented in Figure 5. RECOVERABLE RESOURCES Based upon review of the data and maps referenced above, surficial soils throughout the proposed development area have been mapped as clays, silts, sands, gravels, cobbles and App. P-8
8 boulders. These materials are generally considered suitable for use as interior and exterior backfill, but are considered to be an uneconomical industrial resource due to the current zoning of the property,. developing residential and commercial uses surrounding the property, natural resources values associated with Conservation Easement along Castle Creek and Roaring Fork River, the proximity to and dissection of the site by the Roaring Fork Transit Authority (RFTA) right-of-way which is used as a apart of the Rio Grande recreational trail and preserved by the RFTA and Public Utilities Commission as a rail corridor and the potential presence of groundwater as indicated in the HP Geotech Preliminary Geotechnical Investigations. It is our opinion that more economical sources of sands, gravels and quarry aggregate for industrial/commercial mineral extraction are available elsewhere within Garfield County. As a result, in terms of commercial viability, these deposits have limited potential viability when considered within the context of Garfield County s overall resources and development. The on site deposit does not constitute a deposit that has significant economic or strategic value to the area, state, or nation. The data does not indicate that limestone or coal are located on the property. CONCLUSIONS Based on our field observations, review of the referenced geotechnical/geologic investigations and other data noted herein, it is our opinion that development of the property for residential purposes will not prohibitively impact Commercial Mineral Deposit resources in Garfield County. While most of the surficial materials at this site appear to be suitable for use as grading fill, utility trench backfill and roadway subgrade materials, their commercial viability is significantly impacted by a variety of issues including existing zoning, surrounding development, conservation values, groundwater, and the location and preservation of a rail corridor. ADDITIONAL INVESTIGATIONS The findings, conclusions and opinions presented in this report are based upon the provided information, referenced documents, field observations and our experience. The suitability of the specific soil and rock materials for any intended purpose must be evaluated based upon field investigations and testing as deemed necessary by the responsible entity App. P-9
9 CLOSING This report has been prepared for Carbondale Investments, LLC in accordance with generally accepted geotechnical engineering and engineering geology practices. The conclusions and recommendations in this report are based in part upon data obtained from review of available topographic and geologic maps, review of available reports of previous studies conducted in the site vicinity, a site reconnaissance, and research of available published information. Our professional services were performed using that degree of care and skill ordinarily exercised, under similar circumstances, by geotechnical engineers and engineering geologists practicing in this or similar localities. RMG does not warrant the work of regulatory agencies or other third parties supplying information which may have been used during the preparation of this report. No warranty, express or implied, is made by the preparation of this report App. P-10
10 REFERENCES 1. MSN/Google Earth, 2010, as of Nov. 12, Garfield County 2008 Unified Land Use Resolution, Updated Through July Geologic Map of the Cattle Creek Quadrangle, Garfield County, Colorado by R.M. Kirkham, et al, 1996, Colorado Geologic Survey. 4. Garfield County Comprehensive Plan 2030, adopted November 10, 2010, Garfield County Planning Commission, Garfield County, Colorado. 5. Geotechnical Engineering Study Proposed River Edge Colorado PUD and Preliminary Plan Highway 82 and Cattle Creek, Garfield County, Colorado, HP Geotech, Job No A, November 10, U.S. Geological Survey Minerals Yearbook 2007, Colorado [Advance Release]. 7. Update of Sinkhole Setback Information, Proposed Cattle Creek Crossing Project, Garfield County, Colorado, HP Geotech, Job No , November 30, Geotechnical Review of Proposed Grading and Erosion Plan along Highway 82, River Bend Development, Garfield County, Colorado, HP Geotech, Job No , August 30, Preliminary Geotechnical Study, Proposed River Bend Development, Highway 82 and Cattle Creek, Garfield County, Colorado, HP Geotech, Job No , July 17, Summary of Subsurface Exploration, Proposed River Bend Development, Highway 82 and Cattle Creek, Garfield County, Colorado, HP Geotech, Job No , June 11, Summary of Subsurface Exploration, Proposed Bair Chase Development, Highway 82 and Cattle Creek, Garfield County, Colorado, HP Geotech, Job No , December 21, Phase 1 Geologic Investigation, Sanders Ranch, Garfield County, Colorado, CTL/Thompson, Inc., Job No. GS-1888, July 26, App. P-11
11 FIGURES App. P-12
12 App. P-13
13 App. P-14
14 App. P-15
15 App. P-16
16 App. P-17
17 ATTACHMENTS App. P-18
18 App. P-19
How To Prepare A Geotechnical Study For A Trunk Sewer Project In Lincoln, Nebraska
APPENDIX B Geotechnical Engineering Report GEOTECHNICAL ENGINEERING REPORT Preliminary Geotechnical Study Upper Southeast Salt Creek Sanitary Trunk Sewer Lincoln Wastewater System Lincoln, Nebraska PREPARED
More information(1) Discuss the determination of the need for public visitation. Visitor center density within 100 miles.
Chapter 4 Specifications Designs 3. Visitors Centers 3. Visitors Centers. The Introduction (Chapter 1) for these design data collection guidelines contains additional information concerning: preparing
More informationSLOPE AND TOPOGRAPHY
SLOPE AND TOPOGRAPHY What are Slope and Topography? Slope and topography describe the shape and relief of the land. Topography is a measurement of elevation, and slope is the percent change in that elevation
More informationAppendix D.1. Testing Requirements for Infiltration, Bioretention and Sand Filter Subsoils
Appendix D.1 Testing Requirements for Infiltration, Bioretention and Sand Filter Subsoils General Notes Pertinent to All Testing 1. For infiltration trench (I-1) and basin (I-2) practices, a minimum field
More informationDOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES. Run-off Analysis Methods
DOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES Run-off Analysis Methods This document sets forth the minimum design, technical criteria and specifications for the
More informationPROPOSAL FOR HOUSTON COUNTY BAN ON SILICA SAND MINING / PROCESSING ACTIVITY. Introduction and Assumptions
PROPOSAL FOR HOUSTON COUNTY BAN ON SILICA SAND MINING / PROCESSING ACTIVITY Introduction and Assumptions 1. The existing section 27 Mineral Extraction of the Zoning Ordinance would remain and continue
More informationOSU Extension FACT SHEET
OHIO STATE UNIVERSITY EXTENSION! OSU Extension FACT SHEET Ohio State University Extension, 2120 Fyffe Road, Columbus, OH 43210 Shale Oil and Gas Development Fact Sheet Series A Landowner s Guide to Understanding
More informationALBERTA ENERGY AND UTILITIES BOARD Calgary Alberta
ALBERTA ENERGY AND UTILITIES BOARD Calgary Alberta HUNT OIL COMPANY OF CANADA INC. APPLICATION FOR A SWEET NATURAL GAS PIPELINE HARMATTAN-ELKTON, RICINUS, Examiner Report 2001-3 AND CAROLINE FIELDS Application
More informationHow To Build A Soil Treatment Facility
Geological and Soil Hazards Report PDC Energy Metcalf Soil Treatment Facility OA Project No. 013-0036 760 Horizon Drive, Suite 102 Grand Junction, CO 81506 TEL 970.263.7800 FAX 970.263.7456 GEOLOGIC AND
More informationFrequently Asked Transmission Pipeline Questions
Frequently Asked Transmission Pipeline Questions Who is PennEast, LLC? PennEast was formed by the partnership of AGL Resources, NJR Pipeline Company, South Jersey Industries and UGI Energy Services (UGIES).
More informationMinnesota Department of Natural Resources \mn_dnr \mn_dnr\spatial \mn_dnr\tabular \mn_dnr\metadata
INDEX OF GIS SPATIAL DATA, TABULAR DATA, AND METADATA ASSOCIATED WITH REPORT 380, AGGREGATE RESOURCE POTENTIAL PARTS OF NORTHERN ST. LOUIS AND LAKE COUNTIES, MN. Project of the Minnesota Department of
More informationAdopted by the Boulder County Commissioners on October 18, 1994 Current version updated March 5, 2015
Boulder County Land Use Department Land Use Code Adopted by the Boulder County Commissioners on October 18, 1994 Current version updated March 5, 2015 Boulder County Land Use Department Courthouse Annex
More information4.11 Geologic and Soil Resources
4.11 Geologic and Soil Resources Geology and soils are evaluated as part of an environmental document because conditions in the project area can influence the type and size of a project s structure, the
More informationIAC 7/2/08 Utilities[199] Ch 9, p.1 CHAPTER 9 RESTORATION OF AGRICULTURAL LANDS DURING AND AFTER PIPELINE CONSTRUCTION
IAC 7/2/08 Utilities[199] Ch 9, p.1 CHAPTER 9 RESTORATION OF AGRICULTURAL LANDS DURING AND AFTER PIPELINE CONSTRUCTION 199 9.1(479,479B) General information. 9.1(1) Authority. The standards contained herein
More informationGOODHUE COUNTY, MN ORDINANCE. Aggregate Material Removal Production Tax
GOODHUE COUNTY, MN ORDINANCE Aggregate Material Removal Production Tax An ordinance imposing a production tax on the removal of aggregate from pits, quarries, or deposits located within the County; establishing
More informationSANTA BARBARA COUNTY COMPREHENSIVE PLAN LOMPOC AREA
SANTA BARBARA COUNTY COMPREHENSIVE PLAN LOMPOC AREA A. LAND USE ELEMENT INTERPRETIVE GUIDELINES B. COMMUNITY BENEFITS C. COUNTY ACTION ITEMS Adopted by the Board of Supervisors November 9, 1999 A. Santa
More informationTHE APPRAISAL OF REAL ESTATE 3 RD CANADIAN EDITION BUSI 330
THE APPRAISAL OF REAL ESTATE 3 RD CANADIAN EDITION BUSI 330 REVIEW NOTES by CHUCK DUNN CHAPTER 10 Copyright 2010 by the Real Estate Division and Chuck Dunn. All rights reserved ARE 3 rd EDITION REVIEW
More information1 2 3 4 Appendix A Appendix B Appendix C
1 2 3 4 Appendix A Appendix B Appendix C Introduction This chapter provides the foundation for the Comprehensive Plan, outlining why we plan, the planning process, Smart Growth Planning, and the planning
More informationAPPENDIX B. Agency Correspondence
APPENDIX B Agency Correspondence Connecticut State Historic Preservation Office INTEGRATED HISTORIC PRESERVATION PLANNING June 29, 2012 Ms. Amanda Mayhew Northeast Utilities Service Company 107 Selden
More informationVulnerability Assessment
Vulnerability Assessment VULNERABILITY As used in this report, vulnerability refers to the sensitivity of groundwater to contamination, and is determined by intrinsic characteristics of the aquifer. It
More informationDRAFT SOUTH FORK SKYKOMISH RIVER
DRAFT SOUTH FORK SKYKOMISH RIVER 9 levees and revetments / Approximately 1.1 miles of river bank are armored Revetments provide limited, localized erosion protection, but impact habitat Frequent and costly
More informationEXHIBIT A LOCATION MAP AND LAND USE INFORMATION
EXHIBIT A LOCATION MAP AND LAND USE INFORMATION In accordance with Arizona Corporation Commission Rules of Practice and Procedure R14-3-219, Applicant provides the following location maps and land use
More informationCorridor Goals and Objectives
Corridor Goals and Objectives This chapter presents the goals and objectives, developed by the Corridor Study Committee, that serve as the purpose and intent of the Corridor Plan. This plan covers a twenty
More informationHow to Design and Build a Fence/G traverse Bridge or Graffiti Project
Outline Project Location Project Description Project History Site Constraints Geotechnical Investigation & Soil Profile Foundation Design Process Photos Project Location Project Limits: The Grand River
More informationLand Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
More information720 Contour Grading. General. References. Resources. Definitions
720 Contour Grading General Contour grading directs water to a desired point, prevents erosion, provides noise deflection, provides visual fit of the facility into the landscape, and protects desirable
More informationG.S. 47-30 Mapping Requirements for Recordable Maps
G.S. 47-30 Mapping Requirements for Recordable Maps 47-30. Plats and subdivisions; mapping requirements. (a) Size Requirements. All land plats presented to the register of deeds for recording in the registry
More informationPrattsville Berm Removal Project. 1.0 Project Location
Prattsville Berm Removal Project 1.0 Project Location The project site is located between the New York State Route 23 Bridge over the Schoharie Creek and the Schoharie Reservoir. The restoration plan encompassed
More informationFood, Fiber and Natural Resource Literacy All About State Trust Lands. Colorado State Board of Land Commissioners, also known as the State Land Board.
Colorado Reader AG IN THE CLASSROOM HELPING THE NEXT GENERATION UNDERSTAND THEIR CONNECTION TO AGRICULTURE COLORADO FOUNDATION FOR AGRICULTURE - GROWINGYOURFUTURE.COM Millions of Acres of Land Food, Fiber
More informationFINAL PLAN OF REMEDIAL ACTION
FINAL PLAN OF REMEDIAL ACTION 1000 FRENCH STREET SITE Wilmington, Delaware DE 1115 June 1999 Department of Natural Resources and Environmental Control Division of Air and Waste Management Site Investigation
More informationINFORMATION SHEET ORDER NO. R5-2011-XXXX TRIANGLE ROCK PRODUCTS, INC. FLORIN ROAD AGGREGATE PLANT SACRAMENTO COUNTY
ORDER NO. R5-2011-XXXX INFORMATION SHEET Background Triangle Rock, Inc. (Discharger) submitted a Report of Waste Discharge (RWD) on 23 August 2010. The Discharger is expanding the mining operations at
More informationPlanning and Zoning Commission Johnston, Iowa June 29, 2015
ITEM NO. 15-19 Planning and Zoning Commission Johnston, Iowa June 29, 2015 SUBJECT: Consider recommending approval of the Final Plat for Crosshaven Plat 6 subdividing 28.28 acres into 47 single family
More informationFireline Rehabilitation on Donnelly Flats fire (B222) Summary: 7/1/99 R.R. Jandt
Fireline Rehabilitation on Donnelly Flats fire (B222) Summary: 7/1/99 R.R. Jandt Assessment- During the suppression effort approximately 20-25 miles of bladed fireline was built using D-8-equivalent dozers.
More informationCLACKAMAS COUNTY ZONING AND DEVELOPMENT ORDINANCE
1008 STORM DRAINAGE (3/24/05) 1008.01 PURPOSE To minimize the amount of stormwater runoff resulting from development utilizing nonstructural controls where possible, maintain and improve water quality,
More informationSettlement of Foundations on Expansive Clays Due to Moisture Demand of Trees CIGMAT 2008
Settlement of Foundations on Expansive Clays Due to Moisture Demand of Trees CIGMAT 2008 Kenneth E. Tand, P.E. Practicing Geotechnical Engineer FRIEND OR FOE Trees are our friends. They extract carbon
More informationWESTFIELD-WASHINGTON ADVISORY PLAN COMMISSION December 7, 2015 1512-SPP-24 & 1512-ODP-24
Petition Number: Subject Site Address: Petitioner: Request: East side of Oak Road, north of 151 st Street Langston Development Co. Primary Plat and Overall Development Plan amendment review for Mapleridge
More informationDefinition of Tower from the Bradley County Zoning Resolution
Definition of Tower from the Bradley County Zoning Resolution 43. TOWER. Any outdoor structure designed and constructed to support one (1) or more transmitting or receiving devices for telephone, radio
More informationELEMENT 4 - FUTURE LAND USE ELEMENT
ELEMENT 4 - FUTURE LAND USE ELEMENT Goal 1 To create a long-range development pattern which directs growth into developable areas and away from environmentally sensitive areas, in a manner that is compatible
More informationRe: Preliminary Permit Application for the Rose Creek Pumped Storage Project
September 12, 2013 Kimberly D. Bose, Secretary Federal Energy Regulatory Commission 888 First Street, N.E. Washington, D.C. 20426 Re: Preliminary Permit Application for the Dear Ms. Bose, Please find attached
More informationYuma County Land Use Code
Yuma County Land Use Code THE BOARD OF COUNTY COMMISSIONERS OF YUMA COUNTY ADOPTED REVISED EFFECTIVE JANUARY 15, 2015 REVISED EFFECTIVE DECEMBER 1, 2011 REVISED EFFECTIVE FEBRUARY 1, 2010 EFFECTIVE JULY
More informationWhat Is Rehabilitation?
Location of Aggregate Operations Ready Mix Plant Locations Aggregate Locations Cement Terminal Locations What Is Rehabilitation? Rehabilitation is the treatment of land from which aggregate has been excavated
More information1.7.0 Floodplain Modification Criteria
1.7.0 Floodplain Modification Criteria 1.7.1 Introduction These guidelines set out standards for evaluating and processing proposed modifications of the 100- year floodplain with the following objectives:
More informationInquiring Minds Want to Know: Questions Landowners Should Ask in Negotiations with Companies Seeking Easements
Inquiring Minds Want to Know: Questions Landowners Should Ask in Negotiations As a property owner, you should make a decision about granting an easement based on the same level of information available
More informationBEFORE THE HEARING EXAMINER FOR THURSTON COUNTY
BEFORE THE HEARING EXAMINER FOR THURSTON COUNTY In the Matter of the Application of ) NO. SSDP 000748 ) Kevin Robinson ) FINDINGS, CONCLUSIONS ) AND DECISION For a Shoreline Substantial Development ) Permit
More informationAPPLICATION PROCESS FOR LAND DISTURBING PERMIT
PREFACE: APPLICATION PROCESS FOR LAND DISTURBING PERMIT The property owner, developer and designated planners and engineers shall review the general development plans and detailed plans of the Local Issuing
More information6.0 EVALUATION OF ALTERNATIVES
6.0 EVALUATION OF ALTERNATIVES The evaluation of the expected performance of each restoration alternative is based upon USEPA s guidance for conducting an EE/CA (USEPA 1993a) and the DOI s NRD Restoration
More informationDraft Environmental Impact Statement. PORT OF OSWEGO AUTHORITY Lead Agency, State Environmental Quality Review Act
CENTERSTATE NY INLAND PORT DRAFT SCOPING DOCUMENT FOR THE Draft Environmental Impact Statement PORT OF OSWEGO AUTHORITY Lead Agency, State Environmental Quality Review Act SEPTEMBER 30, 2015 INTRODUCTION
More informationMEMORANDUM. Further discussion regarding the Community s solid waste facility is described further in this memorandum.
MEMORANDUM File: Sanikiluaq Improvement of the Existing Wastewater Treatment Facility To: Government of Nunavut Department of Community and Government Services Attention: Mr. Grigor Hope,, Project Officer
More informationLesson 2: The Nature of Real Property. Real Property. Real Property. Real Estate Principles of Georgia. vs. Personal Property.
Real Estate Principles of Georgia Lesson 2: The Nature of Real Property 1 of 53 23 Real Property vs. Personal Property Two types of property: Real property, ( realty ), real estate Personal property (
More information3. The submittal shall include a proposed scope of work to confirm the provided project description;
QIN Shoreline Master Program Project Summary The Shoreline Master Program (SMP) development process for the Quinault Indian Nation (QIN) includes the completion of inventory and analysis report with corresponding
More informationANTIQUITIES PERMIT APPLICATION FORM ARCHEOLOGY
TEXAS HISTORICAL COMMISSION ANTIQUITIES PERMIT APPLICATION FORM ARCHEOLOGY GENERAL INFORMATION I. PROPERTY TYPE AND LOCATION Project Name (and/or Site Trinomial) _C=o"-'u=n""'ty'-'R:...:.;o=a=d--'--=-..:...
More informationB. Improve the appearance and character of areas surrounding new development.
Chapter 4.3: Landscape Regulations Sections: 4.301 Purposes 4.302 Applicability 4.303 General Provisions 4.304 Landscape Maintenance 4.301 Purposes The purposes of these regulations are to: A. Promote
More informationMarch 2008. Prepared by: Irvine Ranch Water District. 15600 Sand Canyon Avenue. Irvine, CA 92618. Contact: Natalie Likens (949) 453-5633
ADDENDUM TO THE MICHELSON WATER RECLAMATION PLANT PHASE 2 & 3 CAPACITY EXPANSION PROJECT FEBRUARY 2006 FINAL ENVIRONMENTAL IMPACT REPORT AND THE SAN JOAQUIN FRESHWATER MARSH ENHANCEMENT PLAN REVISED SEPTEMBER
More informationProposal to the Trinity Adaptive Management Working Group (TAMWG)
Proposal to the Trinity Adaptive Management Working Group (TAMWG) Request that the TAMWG recommend that the Trinity River Restoration Program fund BLM to purchase the Weigel parcel at Gold Bar (river mile
More informationTown of Elkton & Cecil Soil Conservation District Checklist for Joint Agency Review Stormwater Management / Erosion and Sediment Control
Town of Elkton & Cecil Soil Conservation District Checklist for Joint Agency Review Stormwater Management / Erosion and Sediment Control Project Name: Tax Map Parcel: Acreage: Plat: ADC Map & Grid Engineering
More informationSPECIAL USE PERMIT 22-01. JCSA Groundwater Treatment Facility Staff Report for the November 5, 2001, Planning Commission Public Hearing
SPECIAL USE PERMIT 22-01. JCSA Groundwater Treatment Facility Staff Report for the November 5, 2001, Planning Commission Public Hearing This report is prepared by the James City County Planning Division
More informationSTATEMENT OF PURPOSE
STATEMENT OF PURPOSE Community Properties, Inc. ( CPI ) is applying to Chatham County for approval of a major subdivision, Meadowview PUD (the Project ), with access to NC 87 and Old Graham Road, just
More informationREZONING 16-000009 & PRELIMINARY PLAT 16-000005
REZONING 16-000009 & PRELIMINARY PLAT 16-000005 REZONING REQUEST AND REVISED PRELIMINARY PLAT FOR THE BLUFFS AT WINDCASTLE - 4165 FAREDALE LANE Application: Engineer: Developer: Property Owner: Current
More informationBASIN MANAGEMENT OBJECTIVES CHEROKEE SUBINVENTORY UNIT
BASIN MANAGEMENT OBJECTIVES CHEROKEE SUBINVENTORY UNIT Butte County Water Advisory Committee Member John Scott Contact Information Phone Number: (530) 533-8394 Email Address: john_lewis_scott@msn.com Description
More informationb. Location of Designator. Designators for Special Area Regulations shall follow the designators for the Development Regulations.
5000 PART FIVE: SPECIAL AREA REGULATIONS GENERAL PROVISIONS 5000 GENERAL INTENT OF THE SPECIAL AREA REGULATIONS. The provisions of Section 5000 through Section 5999, inclusive, shall be known as the Special
More informationSummary and Description of 2014 Enhancements to New Jersey Model Stormwater Control Ordinance for Municipalities
Summary and Description of 2014 Enhancements to New Jersey Model Stormwater Control Ordinance for Municipalities This document summarizes and provides explanation for the purpose and intent of major recommended
More informationIf you require assistance in obtaining access to the presentations or have questions regarding the. 6300 or Glenn Young at (916) 341 6696.
These materials were developed by CalRecycle staff to address specific technical training areas and are posted as reference documents for the local l government and CalRecycle staff who work on closed,
More informationSOIL AND GROUNDWATER MANAGEMENT PLAN For Site Located at 420 South Avenue Rochester, New York NYSDEC Spill No. 1000563 PREPARED FOR: PREPARED BY:
SOIL AND GROUNDWATER MANAGEMENT PLAN For Site Located at 420 South Avenue Rochester, New York NYSDEC Spill No. 1000563 PREPARED FOR: FLOWER CITY MANAGEMENT & DEVELOPMENT THE MEDICAL ARTS BUILDING (USGBC
More informationGuideline: Works that interfere with water in a watercourse watercourse diversions. September 2014
Guideline: Works that interfere with water in a watercourse watercourse diversions September 2014 This publication has been compiled by the Department of Natural Resources and Mines. State of Queensland,
More informationChapter 7 ZONING PLAN
Chapter 7 ZONING PLAN Introduction This Chapter opens with a general description of a zoning plan. It is followed by a brief explanation of the relationship between this Growth Management Plan and the
More informationCivil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.
Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer
More informationThe Urban Renewal Authority of Pueblo
The Urban Renewal Authority of Pueblo The Urban Renewal Plan for the Saint Charles Industrial Park Urban Renewal Project Area Page 1 I. DEFINITIONS The terms used in this Urban Renewal Plan shall have
More informationReceiving Water Body:
62-330 ENVIRONMENTAL RESOURCE PERMIT INDIVIDUAL - TECHNICAL STAFF REPORT 04-Nov-2015 APPLICATION #: IND-059-16968-1 Applicant: Eddie Dixon Holmes District School Board 701 E Pennsylvania Ave Bonifay, FL
More informationLAND USE APPLICATION SUMMARY SHEET. Planner: C. Gathman Hearing Date: October 6, 2015
LAND USE APPLICATION SUMMARY SHEET Planner: C. Gathman Hearing Date: October 6, 2015 Case Number: Applicant: USR15-0038 Wells Trucking, LLC Address: 32010 County Road 63, Gill, CO 80624 Representative:
More informationPC 23-11 Nate Lundgren-Auto Repair Business Conditional Use Permit 9/7/11 Applicants
PC 23-11 Nate Lundgren-Auto Repair Business Conditional Use Permit 9/7/11 Applicants Nate Lundgren Triple K Partnership Mankato 105 LeSueur Ave 320 Mallard Lane Eagle Lake, MN 56024 Mankato MN 560001 Request
More informationCHAPTER 8 - LAND DESCRIPTIONS
CHAPTER 8 - LAND DESCRIPTIONS Notes: While the location of land is commonly referred to by street number and city, it is necessary to use the legal description in the preparation of those instruments relating
More informationPIPELINE ROUTING PERMIT. For A NATURAL GAS PIPELINE DAKOTA AND RAMSEY COUNTIES ISSUED TO NORTHERN STATES POWER COMPANY D/B/A XCEL ENERGY
PIPELINE ROUTING PERMIT For A NATURAL GAS PIPELINE IN DAKOTA AND RAMSEY COUNTIES ISSUED TO NORTHERN STATES POWER COMPANY D/B/A XCEL ENERGY PUC DOCKET No. G002/GP-05-1706 In accordance with the requirements
More informationTABLE OF CONTENTS. INTRODUCTION...1 Purpose of a Comprehensive Plan...1 McKenzie County Comprehensive Plan...1 Definitions...2 Goal...2 Vision...
MCKENZIE COUNTY COMPREHENSIVE PLAN TABLE OF CONTENTS INTRODUCTION...1 Purpose of a Comprehensive Plan...1 McKenzie County Comprehensive Plan...1 Definitions...2 Goal....2 Vision...3 ECONOMIC DEVELOPMENT...4
More information1161.01 CONFORMITY WITH PLANS; DRAINAGE.
CHAPTER 1161 Subdivision Requirements 1161.01 Conformity with plans; drainage 1161.07 Easements 1161.02 Trees 1161.08 Streets 1161.03 Subdivision name 1161.09 Blocks 1161.04 Street names 1161.10 Lots 1161.05
More information4.6 GEOLOGIC AND SEISMIC HAZARDS
4.6 GEOLOGIC AND SEISMIC HAZARDS This Section describes the current conditions relating to the geologic and seismic characteristics of the City of Cypress. This Section concludes with an analysis of geologic
More informationSTEAMBOAT LAKE WATER AND SANITATION DISTRICT PETITION FOR AMENDMENT TO SERVICE PLAN TABLE OF CONTENTS. SECTION DESCRIPTION Page
STEAMBOAT LAKE WATER AND SANITATION DISTRICT PETITION FOR AMENDMENT TO SERVICE PLAN TABLE OF CONTENTS SECTION DESCRIPTION Page 1 Executive Summary / Brief History 2 2 Services Provided / Administration
More informationFREQUENTLY ASKED QUESTIONS. New Subsurface Sewage Treatment System (SSTS) Ordinance
FREQUENTLY ASKED QUESTIONS New Subsurface Sewage Treatment System (SSTS) Ordinance General SSTS and Ordinance Questions: 1. How do SSTS treat wastewater? The best website to review SSTS system components
More informationGLOSSARY OF TERMS CHAPTER 11 WORD DEFINITION SOURCE. Leopold
CHAPTER 11 GLOSSARY OF TERMS Active Channel The channel that contains the discharge Leopold where channel maintenance is most effective, sediment are actively transported and deposited, and that are capable
More informationAPPLICATION FOR TENTATIVE MAPS
APPLICATION FOR TENTATIVE MAPS Planning Division 38250 Sierra Highway Palmdale, CA 93550 (661) 267-5200 planningdiv@cityofpalmdale.org Tentative Case No.: Date: Received by: Print Name INSTRUCTIONS TO
More informationThe Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11
Page 1 of 11 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the excavation of trenches (or excavation of tunnels); the supply and placing of bedding and backfill materials;
More informationEARTHWORKS COMPLETION REPORT ELLEN STIRLING PARADE, ELLENBROOK. Ellenbrook, W.A. Georgiou Group Pty Ltd
EARTHWORKS COMPLETION REPORT ELLEN STIRLING PARADE, ELLENBROOK Ellenbrook, W.A. Georgiou Group Pty Ltd GEOTPERT08050AZ-AH 27 March 2013 EARTHWORKS COMPLETION REPORT ELLEN STIRLING PARADE, ELLENBROOK Ellenbrook,
More informationTHE MINERAL INDUSTRY OF NEBRASKA
THE MINERAL INDUSTRY OF NEBRASKA This chapter has been prepared under a Memorandum of Understanding between the U.S. Geological Survey and the University of Nebraska-Lincoln, Nebraska Geological Survey,
More informationORDINANCE NO. 2013 -
ORDINANCE NO. 2013 - AN ORDINANCE OF BREVARD COUNTY, FLORIDA AMENDING CHAPTER 62, LAND DEVELOPMENT REGULATIONS SECTION 62-2891, LOT DRAINAGE, AND CHAPTER 22 BUILDINGS AND BUILDING REGULATIONS, SECTION
More informationENVIRONMENT ACT PROPOSED TERMS OF REFERENCE FOR PUBLIC REVIEW AND COMMENT NOVA SCOTIA DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
ENVIRONMENT ACT PROPOSED TERMS OF REFERENCE FOR PUBLIC REVIEW AND COMMENT NOVA SCOTIA DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS Beaver Bank Bypass Highway 101 to the Beaver Bank Road Halifax County,
More informationFebruary 4, 2011. hoffman.stephen@epa.gov. Report Recommendations and NIPSCO Responses. 4.3 Maintaining and Controlling Vegetation Growth
February 4, 2011 VIA E-MAIL AND CERTIFIED MAIL #7010 0290 0002 0577 6226 Mr. Stephen Hoffman US Environmental Protection Agency (5304P) 1200 Pennsylvania Avenue, NW Washington, DC 20460 hoffman.stephen@epa.gov
More informationAnalysis of Brownfields Cleanup Alternatives. Axles & Gears Facility 4808 South 26 th Street Omaha, Nebraska. Prepared For:
Analysis of Brownfields Cleanup Alternatives Axles & Gears Facility 4808 South 26 th Street Omaha, Nebraska Prepared For: Metropolitan Area Planning Agency MAPA) 2222 Cuming Street Omaha, Nebraska 68102
More informationPresentation to Knox County Commission Monday, February 23, 2015
The Northwest County Sector Plan Update Presentation to Knox County Commission Monday, February 23, 2015 COMMUNITIES OF THE NORTHWEST COUNTY SECTOR Ball Camp Cedar Bluff Last NW Sector Update: 2003 Land
More informationChapter 3 SENSITIVE AREAS AND VEGETATED CORRIDORS
Chapter 3 3.01 General Provisions 3.01.1 Introduction 3.01.2 Application and Interpretation of Chapter 3.01.3 Unbuildable Lots 3.01.4 Other Permits 3.01.5 Prohibited Activities 3.02 Service Provider Letter
More informationAdopted 9/23/98 CHATTAHOOCHEE CORRIDOR PLAN. The goals of the Chattahoochee Corridor Plan (hereinafter also referred to as the Plan ) are:
CHATTAHOOCHEE CORRIDOR PLAN Adopted 9/23/98 PART 1: GOALS. POLICY. COVERAGE. A. Goals The goals of the Chattahoochee Corridor Plan (hereinafter also referred to as the Plan ) are: 1. Preservation and protection
More informationSIERRA LAKES COUNTY WATER DISTRICT P.O. Box 1039, Soda Springs, CA 95728-1039 (7300 Short Road, Serene Lakes)
SIERRA LAKES COUNTY WATER DISTRICT P.O. Box 1039, Soda Springs, CA 95728-1039 (7300 Short Road, Serene Lakes) Maintenance Office Administrative Office Billing Office 530-426-7802 530-426-7800 916-332-4872
More informationAppendix C. Municipal Planning and Site Restoration Considerations
Appendix C Municipal Planning and Site Restoration Considerations 67 68 Appendix C - Municipal Planning and Site Restoration Considerations This appendix contains best practice standards for site planning
More information4. Priority Areas of Conservation
4. Priority Areas of Conservation A. SIGNIFICANT RESOURCE AREAS This Open Space and Farmland Plan identifies the key issues facing open space and agricultural resources in the Town, highlights the location
More informationNJ650.1404 Interception Drainage
NJ650.1404 Interception Drainage Interception drainage is used to intercept surface and subsurface water. The investigation, planning, and construction of surface interception drains follow the requirements
More informationURBAN DRAINAGE CRITERIA
URBAN DRAINAGE CRITERIA I. Introduction This division contains guidelines for drainage system design and establishes a policy for recognized and established engineering design of storm drain facilities
More informationCase 1:01-cv-00286-BLW Document 202-2 Filed 01/18/11 Page 111 of 152 EXHIBIT H TELECOMMUNICATIONS CABLE SYSTEM EASEMENT DEED
Case 1:01-cv-00286-BLW Document 202-2 Filed 01/18/11 Page 111 of 152 EXHIBIT H TELECOMMUNICATIONS CABLE SYSTEM EASEMENT DEED For and in consideration of Ten Dollars ($10.00) and other valuable consideration,
More informationSECTION ELEVEN: ACTIVITIES REQUIRING A CERTIFIED EROSION AND SEDIMENT CONTROL PLAN 1
SECTION ELEVEN: ACTIVITIES REQUIRING A CERTIFIED EROSION AND SEDIMENT CONTROL PLAN 1 An application for approval of a soil erosion and sediment control plan in accordance with these regulations shall be
More informationEmergency Conservation Program
Materials Prepared for Federation of Southern Cooperatives Epes, Alabama September 11, 2009 Emergency Conservation Program by Karen R. Krub Farmers Legal Action Group, Inc. 360 North Robert Street, Suite
More informationPUBLIC NOTICE Application for Permit
PUBLIC NOTICE Application for Permit 30-Day Notice Issue Date: June 20, 2016 Expiration Date: July 20, 2016 US Army Corps of Engineers No: NWP-2010-535 Oregon Department of State Lands No: 58311-RF Interested
More informationSECTION 4.11 HYDROLOGY AND WATER QUALITY
SECTION 4.11 HYDROLOGY AND WATER QUALITY This section describes federal, state and local regulations applicable to hydrology and water quality. It also describes the regional hydrologic setting, existing
More informationAppendix D: Geotechnical Investigation
City of Fontana Sierra Lakes Commerce Center Recirculated Draft EIR Appendix D: Geotechnical Investigation FirstCarbon Solutions H:\Client (PN JN)\0144\01440050\EIR\3 RDEIR\01440050 Sec99 99 Appendix Dividers.doc
More information