January 24, Re: WY : Brinkerhoff 17 & 19 Option 2 WYPDES Permit Constituent Modification Pennaco Energy, Inc. Ms.
|
|
|
- Horace Clarke
- 5 years ago
- Views:
Transcription
1 January 24, 2008 Ms. Jennifer Zymunt Wyomin Department of Environmental Quality Water Quality Division 122 W. 25 t Street, Herscler Bld. 4-W Ceyenne, WY Re: WY : Brinkeroff 17 & 19 Option 2 WYPDES Permit Constituent Modification Pennaco Enery, Inc. Ms. Zymunt, Pennaco Enery, Inc. (Pennaco) respectfully submits tis WYPDES permit constituent modification for WY Brinkeroff 17 & 19 Option 2. Attaced, for your use, are te followin: Tables 1a and 1b: Outfall and Water Quality Monitorin Station Location Information Tables Compliance Summary Table: WY Brinkeroff 17 & 19 Option 2 Project Area Map Pennaco respectfully requests te followin: Update te permitted locations of outfalls 002, 004, 009, 012, 014, and 029 to as-built locations. Remove outfalls 003, 005, , 010, 011, 013, , and and te associated reservoirs. Convert all permitted station locations from NAD 27 to NAD 83 datum. For all outfalls: Raise total radium limits to current basin standards based on stream distance to te nearest class 2 waterway. No concentration as ever exceeded te current permit limit of 1 pci/l. Update te ph limit to s.u. Remove routine monitorin and limit requirements for dissolved zinc. No concentration as ever exceeded te current permit limit of 33 µ/l. Remove routine monitorin and limit requirements for mananese. Remove routine monitorin and limit requirements for total petroleum ydrocarbons. If applicable for associated drainae and permit conditions, remove routine monitorin and limit requirements for sulfate. If applicable for associated drainae, reduce monitorin of alkalinity and bicarbonate from montly to annual. Update monitorin requirements for aluminum from total recoverable to dissolved Soutern Drive Gillette, WY Telepone 307/ Fax 307/
2
3 Desired Canes (Modifications and Renewals) Discare Point (Outfall) TABLE 1a: Canes to Outfall and Water Quality Monitorin Station Location Information - WY Immediate Receivin Stream Mainstem Distance from outfall to mainstem Quarter Section Townsip Rane (decimal derees) Lonitude (decimal derees) County Reservoir name and type 001 UET, Coutant Prairie Do 6.29 SESW Seridan Windy Hill (On-Cannel) NENW Seridan UET, Coutant Prairie Do Remove NESW Seridan UET, Coutant UET, Coutant Prairie Do Prairie Do NWNW Seridan SESE Remove 005 UET, Coutant Prairie Do 8.51 SENW Seridan Remove 006 UET, Coutant Prairie Do 9.02 SENE Seridan Remove 007 Hickey Prairie Do 9.32 SESW Seridan Remove 008 UET, Coutant Prairie Do 9.77 SESE Seridan UET, Coutant Prairie Do SENE Seridan Remove 010 UET, Coutant Prairie Do SENE Seridan Remove 011 UET, Coutant Prairie Do NWSW Seridan UET, Coutant Prairie Do NWSW Seridan Remove 013 UET, Coutant Prairie Do NWSE Seridan Overflow (On-Cannel) Black Anus (On-Cannel) Cedar Gulc (On-Cannel) Llama (On-Cannel) Waterole 2 (On-Cannel) Hickey (On-Cannel) Deer Le (On-Cannel) Catwalk (On-Cannel) Leo (On-Cannel) Double Puddle (On-Cannel) Sprin (On-Cannel) Pole Vault (On-Cannel) WYPDES Constituent Modification Pennaco Enery, Inc. WY : Brinkeroff 17 & 19 Option 2 HUC January 24, 2008 Pae 1 of 6
4 Desired Canes (Modifications and Renewals) Discare Point (Outfall) TABLE 1a: Canes to Outfall and Water Quality Monitorin Station Location Information - WY Immediate Receivin Stream Mainstem Distance from outfall to mainstem Quarter Section Townsip Rane (decimal derees) Lonitude (decimal derees) County Reservoir name and type 014 UET, Coutant Prairie Do SESE Seridan Remove 015 UET, Coutant Prairie Do SESE Seridan Remove 016 UET, Heppner Prairie Do NESE Seridan Remove 017 UET, Coutant Prairie Do SENW Seridan Remove 018 Hickey Prairie Do NESW Seridan Remove 019 UET, Hickey Prairie Do NWSE Seridan Remove 020 UET, Hickey Prairie Do 9.70 NENW Seridan Remove 021 UET, Hickey Prairie Do 9.57 SESW Seridan Remove 022 UET, Cedar Prairie Do 9.36 NENE Seridan Remove 023 UET, Cedar Prairie Do 9.41 NWNW Seridan Remove 024 Cedar Prairie Do 9.16 SESE Seridan Remove 025 UET, Cedar Prairie Do 9.04 SESE Seridan Remove 026 UET, Cedar Prairie Do 8.92 SWSE Seridan Remove 027 UET, Cedar Prairie Do 8.81 NWSE Seridan Remove 028 Bar M Prairie Do SESW Seridan Bi Mout (On-Cannel) Cloud Front (On-Cannel) Carcass (On-Cannel) Autumn (On-Cannel) Rocky Canyon (On-Cannel) Lonesome (On-Cannel) Sady (On-Cannel) Bear Claw (On-Cannel) Arrow (On-Cannel) Topper (On-Cannel) Silt (On-Cannel) Arcer (On-Cannel) Blue Cedar (On-Cannel) Little Cedar (On-Cannel) Tree Rivers (On-Cannel) 029 UET, Coutant Prairie Do 6.89 NWSE SWNE Seridan PR1 (Rump) (On-Cannel) WYPDES Constituent Modification Pennaco Enery, Inc. WY : Brinkeroff 17 & 19 Option 2 HUC January 24, 2008 Pae 2 of 6
5 TABLE 1a: Canes to Outfall and Water Quality Monitorin Station Location Information - WY Desired Canes (Modifications and Renewals) Discare Point (Outfall) Immediate Receivin Stream Mainstem Distance from outfall to mainstem Quarter Section Townsip Rane (decimal derees) Lonitude (decimal derees) County Remove 030 UET, Heppner Prairie Do SWNE Seridan Remove 031 UET, Coutant Prairie Do 5.97 NESW Seridan Remove 032 UET, Coutant Prairie Do 7.42 NESE Seridan Remove 033 UET, Coutant Prairie Do 7.56 SESE Seridan Reservoir name and type PR2 (On-Cannel) Fence Corner (Off-Cannel) Cace (On-Cannel) Pine Cove (On-Cannel) Desired Canes (Modifications and Renewals) Station Name Station Description Quarter Section Townsip Rane (decimal derees) Lonitude (decimal derees) Notes reardin water quality monitorin station types DPDC Downstream Water Quality Monitorin Station - Prairie Do NWSW DTR Downstream Water Quality Monitorin Station - Tonue River NESE TRIB1 Tributary Monitorin Station -Coutant NWNE Upstream Water Quality Monitorin Station - UPDC NWNE 3 57 Prairie Do UTR Upstream Water Quality Monitorin Station - Tonue River All final latitude/lonitude locations in NAD 83 datum. SWNW WYPDES Constituent Modification Pennaco Enery, Inc. WY : Brinkeroff 17 & 19 Option 2 HUC January 24, 2008 Pae 3 of 6
6 TABLE 1b: Summarized Outfall and Water Quality Monitorin Station Location Information - WY Discare Point (Outfall) Immediate Receivin Stream Mainstem Distance from outfall to mainstem Quarter Section Townsip Rane (decimal derees) Lonitude (decimal derees) County 001 UET, Coutant Prairie Do 6.29 SESW Seridan 002 UET, Coutant Prairie Do 6.35 NENW Seridan 004 UET, Coutant Prairie Do 8.06 SESE Seridan 009 UET, Coutant Prairie Do SENE Seridan 012 UET, Coutant Prairie Do NWSW Seridan 014 UET, Coutant Prairie Do SESE Seridan 029 UET, Coutant Prairie Do 6.89 SWNE Seridan Reservoir name and type Windy Hill (On-Cannel) Overflow (On-Cannel) Cedar Gulc (On-Cannel) Catwalk (On-Cannel) Sprin (On-Cannel) Bi Mout (On-Cannel) PR1 (Rump) (On-Cannel) Station Name Quarter Section Townsip Rane (decimal derees) Lonitude (decimal derees) Station Description DPDC Downstream Water Quality Monitorin Station - Prairie Do NWSW DTR Downstream Water Quality Monitorin Station - Tonue River NESE Notes reardin water quality monitorin station types TRIB1 Tributary Monitorin Station -Coutant NWNE UPDC Upstream Water Quality Monitorin Station - Prairie Do NWNE UTR Upstream Water Quality Monitorin Station - Tonue River SWNW All final latitude/lonitude locations in NAD 83 datum. WYPDES Constituent Modification Pennaco Enery, Inc. WY : Brinkeroff 17 & 19 Option 2 HUC January 24, 2008 Pae 4 of 6
7 Compliance Summary Table: WY Brinkeroff 17 & 19 Option 2 Permitted Exceedin Sample Sample Date Plan of Action Compliance Resolution Metod Station Constituent Date Result Reported to WDEQ Attained Y/N WY ph, s.u. 7/25/ /21/2007 Submit modification to N Submit modification to raise ph raise ph limit to WY ph, s.u. 11/26/ /21/2008 Submit modification to raise ph limit to N limit to Submit modification to raise ph limit to WYPDES Constituent Modification Pennaco Enery, Inc. WY : Brinkeroff 17 & 19 Option 2 HUC January 24, 2008 Pae 5 of 6
8 Date: Cartoraper: Timoty Harada 0.5 Mile Map Scale: 1:22,000 Brinkeroff 17 &19 Option 2 MAP SOURCE: USGS Quad: Bar N, Wyo-Mont potorevised 1978 & Wyarno, Wyo potorevised WGIFSC: Wyomin Hydroloic Unit Boundaries to te 6t Level. Ownersip Boundary: Campbell County. : 3601 Soutern Drive Gillette, Wyomin Existin Outfall ` [ DPDC Proposed Outfall 1 $ DTR Existin Reservoir _ TRIB1 Proposed Reservoir ` [ UPDC Federal CBM Well 1 $ UTR Fee/Private CBM Well HUC Boundary State CBM Well Ownersip Boundary FAUBER, STANLEY R 917 1st Avenue Nort Billins, Montana WY Brinkeroff 17 &19 Opt 2 WYPDES Permit Modification Project Area Map R 83 W STATE LAND BLM LAND KYLE BRINKERHOFF, INC UPDC ` [ DPDC UTR `_ [ STATE LAND Sprin 24.5 AC FT STATE LAND 009 Bi Mout 21.5 AC FT BLM LAND T 57 N HUC Wyomin Montana COLE, RALPH O & IRE RUCKI, OSCAR G & CAMILE B, CO-TRUSTEES Catwalk 32.6 AC FT STATE LAND HUC KYLE BRINKERHOFF, INC R 83 W R 82 W DANNAR, VERLIN & KAREN J DTR TRIB1 $ 1 $ 1 J DANNAR, VERLIN & KAREN HUC Cedar Gulc 25.3 AC FT 004 T 56 N T 57 N T 58 N KYLE BRINKERHOFF, INC BLM LAND PR1 (Rump) 31.1 AC FT 029 Overflow 6.3 AC FT KYLE BRINKERHOFF, INC HUC R 82 W 002 HUC PERRY RANCH, INC PERRY RANCH, INC KYLE BRINKERHOFF, INC KYLE BRINKERHOFF, INC KYLE BRINKERHOFF, INC EWS, ROBERT M 001 Windy Hill 11.3 AC FT COLE, RALPH & IRENE H COLE, RALPH O & IRENE H VEACH, ROGER R & AVIS H COLE, RALPH & IRENE H MLEY, EVEYLN ROLINE Ri ve r To n ue Project: o irie D Pra 0 Fiure 1
9 Desired Canes (Modifications and Renewals) Discare Point (Outfall) TABLE 1a: Canes to Outfall and Water Quality Monitorin Station Location Information - WY Immediate Receivin Stream Mainstem Distance from outfall to mainstem Quarter Section Townsip Rane (decimal derees) Lonitude (decimal derees) County Reservoir name and type 001 UET, Coutant Prairie Do 6.29 SESW Seridan Windy Hill (On-Cannel) UET, Coutant Prairie Do 6.35 NENW Seridan Remove 003 UET, Coutant Prairie Do 8.15 NESW Seridan 004 NWNW UET, Coutant Prairie Do SESE Seridan Remove 005 UET, Coutant Prairie Do 8.51 SENW Seridan Remove 006 UET, Coutant Prairie Do 9.02 SENE Seridan Remove 007 Hickey Prairie Do 9.32 SESW Seridan Remove 008 UET, Coutant Prairie Do 9.77 SESE Seridan UET, Coutant Prairie Do SENE Seridan Remove 010 UET, Coutant Prairie Do SENE Seridan Remove 011 UET, Coutant Prairie Do NWSW Seridan UET, Coutant Prairie Do NWSW Seridan Remove 013 UET, Coutant Prairie Do NWSE Seridan Overflow (On-Cannel) Black Anus (On-Cannel) Cedar Gulc (On-Cannel) Llama (On-Cannel) Waterole 2 (On-Cannel) Hickey (On-Cannel) Deer Le (On-Cannel) Catwalk (On-Cannel) Leo (On-Cannel) Double Puddle (On-Cannel) Sprin (On-Cannel) Pole Vault (On-Cannel)
10 Desired Canes (Modifications and Renewals) Discare Point (Outfall) TABLE 1a: Canes to Outfall and Water Quality Monitorin Station Location Information - WY Immediate Receivin Stream Mainstem Distance from outfall to mainstem Quarter Section Townsip Rane (decimal derees) Lonitude (decimal derees) County Reservoir name and type UET, Coutant Prairie Do SESE Seridan Remove 015 UET, Coutant Prairie Do SESE Seridan Remove 016 UET, Heppner Prairie Do NESE Seridan Remove 017 UET, Coutant Prairie Do SENW Seridan Remove 018 Hickey Prairie Do NESW Seridan Remove 019 UET, Hickey Prairie Do NWSE Seridan Remove 020 UET, Hickey Prairie Do 9.70 NENW Seridan Remove 021 UET, Hickey Prairie Do 9.57 SESW Seridan Remove 022 UET, Cedar Prairie Do 9.36 NENE Seridan Remove 023 UET, Cedar Prairie Do 9.41 NWNW Seridan Remove 024 Cedar Prairie Do 9.16 SESE Seridan Remove 025 UET, Cedar Prairie Do 9.04 SESE Seridan Remove 026 UET, Cedar Prairie Do 8.92 SWSE Seridan Remove 027 UET, Cedar Prairie Do 8.81 NWSE Seridan Remove 028 Bar M Prairie Do SESW Seridan Bi Mout (On-Cannel) Cloud Front (On-Cannel) Carcass (On-Cannel) Autumn (On-Cannel) Rocky Canyon (On-Cannel) Lonesome (On-Cannel) Sady (On-Cannel) Bear Claw (On-Cannel) Arrow (On-Cannel) Topper (On-Cannel) Silt (On-Cannel) Arcer (On-Cannel) Blue Cedar (On-Cannel) Little Cedar (On-Cannel) Tree Rivers (On-Cannel) 029 UET, Coutant Prairie Do 6.89 NWSE SWNE Seridan PR1 (Rump) (On-Cannel)
11 TABLE 1a: Canes to Outfall and Water Quality Monitorin Station Location Information - WY Desired Canes (Modifications and Renewals) Discare Point (Outfall) Immediate Receivin Stream Mainstem Distance from outfall to mainstem Quarter Section Townsip Rane (decimal derees) Lonitude (decimal derees) County Remove 030 UET, Heppner Prairie Do SWNE Seridan Remove 031 UET, Coutant Prairie Do 5.97 NESW Seridan Remove 032 UET, Coutant Prairie Do 7.42 NESE Seridan Remove 033 UET, Coutant Prairie Do 7.56 SESE Seridan Reservoir name and type PR2 (On-Cannel) Fence Corner (Off-Cannel) Cace (On-Cannel) Pine Cove (On-Cannel) Desired Canes (Modifications and Renewals) Station Name Station Description Quarter Section Townsip Rane (decimal derees) Lonitude (decimal derees) Notes reardin water quality monitorin station types DPDC Downstream Water Quality Monitorin Station - Prairie Do NWSW DTR Downstream Water Quality Monitorin Station - Tonue River NESE TRIB1 Tributary Monitorin Station -Coutant NWNE Upstream Water Quality Monitorin Station - UPDC NWNE 3 57 Prairie Do UTR Upstream Water Quality Monitorin Station - Tonue River All final latitude/lonitude locations in NAD 83 datum. SWNW
12
13
14
15
16
17
18
Compliance Summary Table for the Barker Draw NPDES permit WY ph Results at outfall 001 Associated with Barker Draw NPDES permit WY Statu
Compliance Summary Table for the Barker Draw NPDES permit WY0042102 ph Results at outfall 001 Associated with Barker Draw NPDES permit WY0042102 Status Outfall Date Sampled Constituent Permit Limit Concentration
APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers
APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook. SECTION
December 13, 2005 Meeting Status of NPDES Post Fire BMPs
December 13, 2005 Meeting Status of NPDES Post Fire BMPs Agenda Overview of Current Operations At SSFL Impacts of Fire At SSFL Rebuilding & Improvement of BMPs Future Activities Site Tour Close-out 1 Santa
Floodplain Technical Memorandum
Southeast Extension Project Lincoln Station to RidgeGate Parkway Prepared for: Federal Transit Administration Prepared by: Denver Regional Transportation District May 2014 Table of Contents Page No. Chapter
NM Water Resources Research Institute Environmental Conditions of the Animas and San Juan Watersheds with Emphasis on Gold King Mine
The Gold King Mine Spill in the Context of Historical Water Quality Impacts to Utah s San Juan River and Lake Powell NM Water Resources Research Institute Environmental Conditions of the Animas and San
M-231 and Water Quality. Ottawa County Water Quality Forum November 21, 2016 James Fortney, MDOT
M-231 and Water Quality Ottawa County Water Quality Forum November 21, 2016 James Fortney, MDOT M-231 Facts: 7-Miles long 2-Lane Limited Access Highway Connects I-96 and M-45 M-231 Facts: Includes Michigan
Cloud and Banner Mitigation Site Latitude: 36 8' 38.41" N Longitude:79 16' 16.14" W
Cape Fear River Basin HUC 03030002 Not to Scale Latitude: 36 8' 38.41" N Longitude:79 16' 16.14" W ^_ Latitude: 35 58' 30.37" N Longitude:79 11' 10.77" W ^_ Document Path: C:\Users\Brad\Dropbox (RES)\@RES
MEMORANDUM OF BOG TURTLE HABITAT INVESTIGATION
MEMORANDUM OF BOG TURTLE HABITAT INVESTIGATION 410-728-2900 Fax: 410-728-3160 www.rkk.com To: From: CC: U.S. Fish and Wildlife Service, Pennsylvania Fish and Boat Commission Jennifer A Ottenberg Miller,
6.5 Lakewood Gulch. Basin Snapshot
6.5 Lakewood Gulch The Lakewood Gulch Map Unit is comprised of both Lakewood Gulch and Dry Gulch (4800-01 and 4801-01) from the Denver Storm Drainage Master Plan (SDMP) and has a total drainage area of
UNIVERSITY OF NORTHERN IOWA
UNIVERSITY OF NORTHERN IOWA Municipal Separate Storm Sewer System September 2008 Report Permit Number 07-09-0-04 August 2008 Prepared by: University of Northern Iowa Environmental Health and Safety Office
Northampton County, Pennsylvania
Northampton County, Pennsylvania N Grand Central andfill Wind Gap afayette College Bushkill Creek, Delaware River and ehigh River all meet County View Monroe Carbon Northampton ehigh NJ Bushkill Watershed
Project: Developer/Designer: Reviewer: I. Narrative: 1. Project Description: Describes the nature and purpose of the land disturbing activity.
City of Charlottesville, Virginia Erosion and Sediment Control Plan Review Checklist 610 East Market Street, Charlottesville, VA 22902 Telephone 434-970-3182; Fax 434-970-3359 Project: Developer/Designer:
Annual Report East Pennsboro Township s Stormwater Management Program
Annual Report East Pennsboro Township s Stormwater Management Program April 2016 March 2017 Where Does Stormwater Go In the Township? Travels over land Carried through Municipal Separate Storm Sewer System
The use of low head weirs to. perennial streams with their floodplains:
The use of low head weirs to reconnect severely entrenched perennial streams with their floodplains: An Anne Arundel County TMDL Watershed Implementation Plan Strategy presented by Hala Flores, P.E Mid
WDEQ REPORTING & COMPLIANCE UPDATE FOR
WDEQ REPORTING & COMPLIANCE UPDATE FOR CLASS I UIC WELLS: APPLICATION TO ISR URANIUM OPERATORS WES JANES, P.G. / HAL DEMUTH, M.S. PETROTEK CORPORATION 6/5/2018 2 INTRODUCTION WDEQ Chapter 27 (rev. 9/15/15)
3.1 Survey Monument Preservation Guidelines for New and Reconstruction Projects. B. After construction and prior to recording Notice of Completion:
3.0 SURVEY 3.1 Survey Monument Preservation Guidelines for New and Reconstruction Projects A. Prior to construction: 1. Public survey records are to be researched for the location of all possible survey
THE CITY OF DELAWARE, OHIO ILLICIT DISCHARGE DETECTION AND ELIMINATION PLAN
THE CITY OF DELAWARE, OHIO ILLICIT DISCHARGE DETECTION AND ELIMINATION PLAN OCTOBER 2014 Table of Contents Section 1.0 Overview/Background... 1 Section 2.0 - General Permit Information... 2 Section 3.0
DC Clean Rivers Project - Green Infrastructure Program. ACEC What s New at DC Water?
District of Columbia Water and Sewer Authority George S. Hawkins, General Manager Briefing on: DC Clean Rivers Project - Green Infrastructure Program Briefing for: ACEC What s New at DC Water? April 7,
MUNICIPAL SEPARATE STORM SEWER SYSTEM 2009 ANNUAL REPORT
MUNICIPAL SEPARATE STORM SEWER SYSTEM 2009 ANNUAL REPORT Permit Number 85 03 0 04 March 2010 Prepared by: Iowa State University Department of Environmental Health and Safety 2809 Daley Drive Ames, Iowa
Washington County, Maryland Division of Public Works Policy Manual
Washington County, Maryland Division of Public Works Policy Manual Subject: Downstream Drainage Easement Category: Land Development Engineering Number: 7-4.1 Date: June 1, 2009 (effective) PURPOSE: The
STORMWATER SITE PLAN INSTRUCTIONS AND SUBMITTAL TEMPLATE Medium and Large Projects
DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us STORMWATER
ROGUE VALLEY SEWER SERVICES STORMWATER MANAGEMENT PROGRAM (SWMP)
ROGUE VALLEY SEWER SERVICES STORMWATER MANAGEMENT PROGRAM (SWMP) 1.0 INTRODUCTION This Stormwater Management Program (SWMP) for Rogue Valley Sewer Services (RVS) has been developed to meet the Municipal
8.5 FLOODING. Environmental Setting
8.5 FLOODING This section evaluates flooding impacts associated with the proposed General Plan, including whether implementing the plan will: (1) permit the construction of housing within a 100-year Flood
PUBLIC NOTIFICATION PLAN
VILLAGE OF LA GRANGE, ILLINOIS NPDES PERMIT NO. ILM580009 COMBINED SEWER OVERFLOW PUBLIC NOTIFICATION PLAN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PROGRAM ILLINOIS ENVIRONMENTAL PROTECTION AGENCY
UNIVERSITY OF NORTHERN IOWA
UNIVERSITY OF NORTHERN IOWA Municipal Separate Storm Sewer System September 2011 Report Permit Number 07-09-0-04 August 2011 Prepared by: Environmental Health and Safety Office and Facilities Services
Florence County Small Commercial Land Disturbance Permit Application
Florence County Small Commercial Land Disturbance Permit Application Florence County Engineering Division 518 South Irby Street Florence, S.C. 29501 Phone (843) 676-8600 Fax (843) 676-8667 Tax Map Number:
Virginia DCR- Natural Heritage Program. Tools for Linking Conservation and Transportation Planning
Virginia DCR- Natural Heritage Program Tools for Linking Conservation and Transportation Planning November 9, 2009 MISSION: to conserve Virginia's biodiversity through statewide biological inventory, protection,
October 7, City of Thornton 9500 Civic Center Drive Thornton, CO (303) RE: Maverik Thornton, CO - Drainage Report
October 7, 2016 City of Thornton 9500 Civic Center Drive Thornton, CO 80229 (303) 538-7295 RE: Maverik Thornton, CO - Drainage Report As per your request, we are submitting to you the drainage report and
CHECKLIST FOR PHASE II DRAINAGE REPORT
I. COVER SHEET CHECKLIST FOR PHASE II DRAINAGE REPORT A. Name of Project B. Address C. Owner D. Developer E. Engineer F. Submittal date and revision dates as applicable II. GENERAL LOCATION AND DESCRIPTION
5. FINAL DEVELOPMENT PLAN APPROVAL MENORAH MEDICAL CENTER OFFICE BUILDING Vicinity of the southwest corner of 119 th Street and Nall Avenue
5. FINAL DEVELOPMENT PLAN APPROVAL MENORAH MEDICAL CENTER Avenue 1. APPLICANT: Hoefer Wysocki Architects, L.L.C., is the applicant for this request. 2. REQUESTED ACTION: The applicant is requesting final
Table of Contents G.1.a Water Resources - Surface Water - Drainage
Table of Contents G.1.a Water Resources - Surface Water - Drainage 1. INTRODUCTION... 1335 2. ENVIRONMENTAL SETTING... 1335 a. Regional Hydrology... 1335 b. Local Hydrology... 1337 c. On-site Hydrology...
Developing Dam Operations & Maintenance Manuals
Developing Dam Operations & Maintenance Manuals WEBINAR AGENDA Introduction General Information Operations Inspections Question & Answer Break Instrumentation & Monitoring Typical Maintenance Issues Question
City of Waco Stormwater Management Regulations
1.0 Applicability: City of Waco Stormwater Management Regulations These regulations apply to all development within the limits of the City of Waco as well as to any subdivisions within the extra territorial
Drainage Control Plans
2016 Drainage Design and Erosion Control Manual - Guide Sheet 1C Drainage Control Plans A Drainage Control Plan is the comprehensive submittal package containing all of the technical information, analysis,
STATUS OF REVIEW: ENGINEER WILL COMPLY
OCTOBER 8, 2013 PROJECT NAME: UHAUL SELF-STORAGE @ S HWY 441 - MAJOR SITE PLAN PROJECT NUMBER: 1999007762 APPLICATION: #11903 Met with staff 10/24/13, DRC on 11/4/13 1. DEPARTMENT: ENGDRN - STORMWATER
Pedestrian Trails Within Regulated Areas
New Jersey Department of Environmental Protection Pedestrian Trails Within Regulated Areas Joslin Tamagno, Environmental Specialist Division of Land Use Regulation, Bureau of Inland Regulation www.nj.gov/dep/landuse
Chapter 1: General Program Information
Chapter 1: General Program Information 1.1 Introduction The Montgomery County Stormwater Management Resolution (#03-1-5) was adopted by the County Board of Commissioners on January 22, 2003. The purpose
UPPER SLIGO CREEK: FLORA LANE TRIBUTARY- AMERICAN EEL HABITAT RESTORATION PROJECT
UPPER SLIGO CREEK: FLORA LANE TRIBUTARY- AMERICAN EEL HABITAT RESTORATION PROJECT -Background Fish Habitat t and Restoration ti 1994 - M-NCPPC, MCDEP and COG constructed a stormwater parallel pipe and
MUNICIPAL SEPARATE STORM SEWER SYSTEM 2008 ANNUAL REPORT
MUNICIPAL SEPARATE STORM SEWER SYSTEM 2008 ANNUAL REPORT Permit Number 85-03-0-04 March 2009 Prepared by: Iowa State University Department of Environmental Health and Safety 2809 Daley Drive Ames, Iowa
Attachment 1. Letter from OMCA HOA
Attachment 1 Letter from OMCA HOA Olney Mill Community Association September 29, 2011 Montgomery County Planning Board The Maryland National Capital Park and Planning Commission 8787 Georgia Avenue Silver
Farmers Investment Co. (FICO) Continental Farms
Farmers Investment Co. (FICO) Continental Farms Planning & Zoning Commission Study Session (River Master Plan) January 25, 2012 FICO Property 7,000 acres total area 6,000 acres in Town of Sahuarita 1,000
Optimizing Denitrification in Agricultural Streams. Todd V. Royer & Jennifer L. Tank
Optimizing Denitrification in Agricultural Streams Todd V. Royer & Jennifer L. Tank Goals Lay a general groundwork for a discussion of how to optimize denitrification in agricultural landscapes Suggest
Executive Committee Meeting Addendum. #7/15 July 3, :30 A.M. HEAD OFFICE, 101 EXCHANGE AVENUE, VAUGHAN Members:
Executive Committee Meeting Addendum #7/15 July 3, 2015 9:30 A.M. HEAD OFFICE, 101 EXCHANGE AVENUE, VAUGHAN Members: Maria Augimeri Michael Di Biase David Barrow Ronald Chopowick Vincent Crisanti Glenn
WASHINGTON COUNTY OREGON
WASHINGTON COUNTY OREGON LONG RANGE PLANNING DIVISION North Bethany Subarea Stream Corridors: Existing Regulations In Oregon, there is a distinct difference between the land use rules that apply in rural
An Update on the Mandated Stormwater Initiative Chesapeake Bay TMDL
An Update on the Mandated Stormwater Initiative Chesapeake Bay TMDL Board of Supervisors Briefing January 27, 2016 Imagine the result Stormwater Utility Outline Background Regulatory Requirements Compliance
Imagine the result. Dear Ms. Vanderlaan:
Mary Vanderlaan Supervisor, Lansing District Michigan Department of Environmental Quality Water Resources Division 525 W. Allegan (Constitution Hall, 4N) P. O. Box 30242 Lansing, MI 48909-7742 ARCADIS
Appendix K. Stormwater Management Plan
Regional Municipality of Halton - Steeles Avenue (Regional Road 8) Class EA - Industrial Drive to Regional Road 25/Martin Street Appendix K Stormwater Management Plan PR226401.001 Rev. 2 PR.DOT, 00/01
Farmers Investment Co. (FICO) Sahuarita Farms Specific Plan & Minor General Plan Amendment Community Meeting July 1, 2014
Farmers Investment Co. (FICO) Sahuarita Farms Specific Plan & Minor General Plan Amendment Community Meeting July 1, 2014 FICO / Property Overview FICO Properties 7,000 Acres Total 5,900 Acres in Town
/s/ Michael T. Loeffler. Michael T. Loeffler Senior Director, Certificates and External Affairs. Attachment. September 14, 2018.
Northern Natural Gas Company P.O. Box 3330 Omaha, NE 68103-0330 402 398-7200 September 14, 2018 Via efiling Ms. Kimberly D. Bose, Secretary Federal Energy Regulatory Commission 888 First Street, N.E. Washington,
WQ-23 MOUNTAINOUS AND STEEP SLOPE SITES
Greenville County Technical Specification for: WQ-23 MOUNTAINOUS AND STEEP SLOPE SITES 1.0 Mountainous and Steep Slope Sites 1.1 Description The geographic locations of portions of Greenville County are
Chapter 4 - Preparation of Stormwater Site Plans
Chapter 4 - Preparation of Stormwater Site Plans The Stormwater Site Plan is the comprehensive report containing all of the technical information and analysis necessary for the City to evaluate a proposed
Village of Forest Park. July 27, Sewer Separation Evaluation
Village of Forest Park July 27, 2015 Sewer Separation Evaluation Presentation Overview Study Background Historic Nature of Forest Park Drainage Scale of Flooding Problem Forest Park Sewer System Background
3.10 LAND USE SETTING PROJECT SITE EXISTING LAND USE DESIGNATIONS AND ZONING. General Plan Land Use Designations.
This section of the Draft EIR addresses the existing land uses on and adjacent to the project site and discusses the potential impacts of the proposed project on existing land uses. Key issues addressed
I. INTRODUCTION. identify long-term capital improvements and rehabilitation measures for the existing drainage system;
I. INTRODUCTION The Town of Windsor, Colorado is presently experiencing rapid growth and development within the boundaries of several of its major drainage basins. As growth continues within these basins,
Can Urban Redevelopment Restore Aquatic Resources
Can Urban Redevelopment Restore Aquatic Resources with Standards for Stormwater Retention and Landscape Performance? Rebecca C. Stack District of Columbia Department of the Environment Industry, Agriculture,
Tentatively Selected Plan within Harlem River, East River and Western Long Island Sound Planning Region. First Level Costs. Federal Non-Federal Total
HARLEM RIVER, EAST RIVER AND WESTERN LONG ISLAND SOUND PLANNING REGION Flushing Bay and Creek Ecosystem Restoration Source Feasibility Study Background Study Resolution (1994), Reconnaissance Report (1996),
Pittsburgh District Pittsburgh, PA Notice No Closing Date: May 29, 2015
Public Notice U.S. Army Corps In Reply Refer to US Army Corps of Engineers, Pittsburgh District of Engineers Notice No. below 1000 Liberty Avenue Pittsburgh District Pittsburgh, PA 15222-4186 Application
CHAPTER 9 STORM DRAINAGE. Minimum Requirements for New Development and Redevelopment
CHAPTER 9 STORM DRAINAGE 9.01 General The standards established by this chapter are intended to represent the minimum standards for the design and construction of storm drainage facilities. 9.02 Design
EROSION CONTROL Professional Development Training. Sean Crimmins, President Brian Barker, Southeastern Consultant
EROSION CONTROL Professional Development Training Sean Crimmins, President Brian Barker, Southeastern Consultant What is TPG GREEN SOLUTIONS -- and Who is involved? What does TPG GREEN SOLUTIONS offer?
EXTRACT FROM MAYOR AND COUNCIL MEETINGS PERTAINING TO FIRE HYDRANTS
EXTRACT FROM MAYOR AND COUNCIL MEETINGS 1882-1931 PERTAINING TO FIRE HYDRANTS June 8, 1882 Committee be assigned to designate the number of hydrants required by the City and the locations of said hydrants
Subject: Source Evaluation Task 2.3 Dry Weather Flows from MS4 Outfalls (2011 Dry Season)
Memorandum To: From: Rick Whetsel, SAWPA CDM Date: Subject: Source Evaluation Task 2.3 Dry Weather Flows from MS4 Outfalls (2011 Dry Season) Study Purpose In Spring 2011, the TMDL Task Force and CDM initiated
ORDINANCE NUMBER DRAFT. An ordinance amending Title 12 Environmental Protection of the Los Angeles County
ORDINANCE NUMBER DRAFT 1 1 1 1 1 1 0 1 An ordinance amending Title 1 Environmental Protection of the Los Angeles County Code, establishing Low Impact Development standards. The Board of Supervisors of
New Development Stormwater Guidelines
New Development Stormwater Guidelines CITY OF MOUNTLAKE TERRACE Table of Contents Introduction... 2 Ecology s Minimum Requirements for stormwater management... 2 Description of the 9 Minimum Requirements...
Situating the Rosemont Mine Proposal Geographically & Historically: Toward a Political Ecology of a Copper Mine Owen King Owen.King@uwe.ac.uk @OMKingy @Hydrosocial This presentation Geographical Context
1 LIST OF POTENTIAL PCB SOURCES
Ms. Mary Vanderlaan Supervisor, Lansing District Michigan Department of Environmental Quality Water Resources Division P. O. Box 30242 Lansing, MI 48909 Subject: NPDES Permit No. MI0001597 2017 Annual
MEMORANDUM. September 10, 2018
September 10, 2018 MEMORANDUM TO: Chad Bird, City of Decorah FROM: Larry Weber and Dan Gilles, Iowa Flood Center, IIHR Hydroscience & Engineering COPY TO: Dana Werner, St. Paul District Corps of Engineers,
Northern Branch Corridor DEIS December 2011
16 Floodplains 161 Chapter Overview 1611 Introduction The flowing chapter identifies floodplains found within the Northern Branch Corridor in accordance with Executive Order 11988, Floodplain Management
7.0 SOCIAL, ECONOMIC, AND ENVIRONMENTAL ISSUES
7.0 SOCIAL, ECONOMIC, AND ENVIRONMENTAL ISSUES The following list of social, economic, and environmental issues have been identified based on a preliminary inventory of resources in the project area, an
Lincoln 270. City of Lincoln. Stormwater Management Plan. April 2, 2013
Lincoln 270 City of Lincoln Stormwater Management Plan April 2, 2013 # 2005.48 Prepared By: Civil Engineering Solutions, Inc. 590 E Street Lincoln, Ca 95648 (916) 645 5700 1.0 Background: The project site
Figure 1 Cypress Street Study Area Location Map
July 20, 2016 TO: FROM: Jim Massarelli Director of Engineering Jeff Julkowski, PE Michael Burke, PE SUBJECT: Cypress Street Study Area Stormwater Analysis (CBBEL Project No. 16-0058) At the request of
5.6 Valverde. Basin Snapshot. Valverde Land Uses
5.6 Valverde The Valverde water quality map unit is located in west Denver and generally overlaps with Basin 0064-02 (Valverde) in the City and County of Denver Storm Drain Master Plan (SDMP). The basin
Appendix E Outfall Identification Standard Operating Procedure
Appendix E Outfall Identification Standard Operating Procedure Regulated Municipal Separate Storm Sewer System (MS4) Outfall Determination Standard Operating Procedure Department of Environmental Services
BYLAW NO. 3549/2015. Being a Bylaw of The City of Red Deer to provide a uniform levy of off-site costs in respect of previously undeveloped land.
BYLAW NO. 3549/2015 Being a Bylaw of The City of Red Deer to provide a uniform levy of off-site costs in respect of previously undeveloped land. 1 WHEREAS pursuant to provisions of Section 648 of the Municipal
MINNESOTA ARCHITECTURE - HISTORY INVENTORY FORM
Identification Historic Name Nicollet Avenue Bridge Current Name Nicollet Avenue Bridge Field # Address Nicollet Avenue over Minnehaha Creek City/Twp Minneapolis SHPO Inventory Number Review and Compliance
STAFFORD TRACT NORTH OF US90A 1.0 INTRODUCTION 1.1 OBJECTIVE
1.0 INTRODUCTION 1.1 OBJECTIVE This report, prepared for submittal to TxDOT, analyzes existing and proposed detention facilities draining into the TxDOT US90A storm sewer system. The results of the detailed
Floodplain Management Strategies in Forsyth County Georgia Association of Floodplain Management 7 th Annual Technical Conference March 2012
Floodplain Management Strategies in Forsyth County Georgia Association of Floodplain Management 7 th Annual Technical Conference March 2012 Renee Hoge, P.E., CFM Forsyth County Department of Engineering
Drexel, Barrell & Co.
Drexel, Barrell & Co. June 18, 2018 Engineers/Surveyors Boulder Colorado Springs Greeley 3 South 7 th Street Colorado Springs, Colorado 80905-1501 719 260-0887 719 260-8352 Fax El Paso County Planning
Shelbyville, KY Stormwater Best Management Practices. Section 2 EROSION PREVENTION AND SEDIMENT CONTROL PLAN
Section 2 EROSION PREVENTION AND SEDIMENT CONTROL PLAN 2.1 Requirements The City of Shelbyville, KY will require an Erosion Prevention and Sediment Control (EPSC) Plan for most types of development construction.
Why a new Food & Farm Ordinance?
Growing for Kane Why a new Food & Farm Ordinance? 1. Growing obesity issue 64% of Kane adults are overweight or obese 2. Low rates of fruit & vegetable consumption Healthy diets include more fruits & veggies.
Rainfall, Streamflow, and Water-Quality Data During Stormwater Monitoring, Halawa Stream Drainage Basin, Oahu, Hawaii, July 1, 2000 to June 30, 2001
U.S. Department of the Interior Rainfall, Streamflow, and Water-Quality Data During Stormwater Monitoring, Halawa Stream Drainage Basin, Oahu, Hawaii, July 1, 2 to June 3, 21 U.S. GEOLOGICAL SURVEY Open-File
Decision Notice. Proposed Action
Decision Notice Paving Weld County Road 105 USDA Forest Service Arapaho and Roosevelt National Forest and Pawnee National Grassland Pawnee National Grassland Ranger District Weld County, Colorado November
FLOODPLAIN TECHNICAL MEMORANDUM FOR RTD SOUTHWEST CORRIDOR EXTENSION PROJECT. January Prepared By Southwest Corridor Extension Project Team
FLOODPLAIN TECHNICAL MEMORANDUM FOR RTD SOUTHWEST CORRIDOR EXTENSION PROJECT January 2010 Prepared By Soutwest Corridor Extension Project Team In some cases, information in tis Environmental Tecnical Report
Case 1:85-cv RGS Document 1769 Filed 06/15/12 Page 1 of 13. UNITED STATES DISTRICT COURT for the DISTRICT OF MASSACHUSETTS
Case 1:85-cv-00489-RGS Document 1769 Filed 06/15/12 Page 1 of 13 UNITED STATES DISTRICT COURT for the DISTRICT OF MASSACHUSETTS UNITED STATES OF AMERICA, Plaintiff, CIVIL ACTION v. No. 85-0489-RGS METROPOLITAN
Operation & Maintenance of Stormwater Management Facilities
Operation & Maintenance of Stormwater Management Facilities Page 2 Operation & Maintenance Plan The Operation and Maintenance Plan outlines the specific operating procedures including routine maintenance
Phase II Storm Water Permit Program MS4 Permit
Phase II Storm Water Permit Program MS4 Permit Karen Katamay Environmental Protection Engineer/CPESC Illinois EPA Des Plaines Regional Office karen.katamay@illinois.gov 847-294-4043 Types of Storm Water
Butte Creek Canyon Overlay Planning Commission Workshop
Butte Creek Canyon Overlay Planning Commission Workshop SUMMARY NOTES January 26, 2017 The Butte County Planning Commission held a Public Workshop on January 26, 2017, for the consideration of the proposed
Preliminary Sediment & Stormwater Management Plan Review Checklist DATE RECEIVED: PROJECT NUMBER: PROJECT NAME:
Preliminary Sediment & Stormwater Management Plan Review Checklist DATE RECEIVED: PROJECT NUMBER: PROJECT NAME: General Information: 1. Completed application signed by the owner, review fee, one set of
CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360) (360) (FAX)
CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA 98501 (360) 754-4180 (360) 754-4126 (FAX) Email: cdd@ci.tumwater.wa.us APPENDIX II-C SHORT FORM CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
5.3 Central Platte Valley (CPV)
5.3 Central Platte Valley (CPV) Considered Denver s birthplace in 1858, the confluence of the South Platte River and Cherry Creek occurs in the Central Platte Valley at what is now called Confluence Park.
MUNICIPAL SEPARATE STORM SEWER SYSTEM 2010 ANNUAL REPORT
MUNICIPAL SEPARATE STORM SEWER SYSTEM 2010 ANNUAL REPORT Permit Number 85-03-0-04 March 2011 Prepared by Department of Environmental Health and Safety and Facilities Planning and Management 2809 Daley
CND Committee Meeting April 10, 2018
CND Committee Meeting April 10, 2018 Projects must: Serve a public purpose/benefit Have a detailed budget reflecting accurate project costs and match sources Have a detailed and achievable timeline including
SITE PLAN REVIEW APPLICATION AND CHECKLIST
SITE PLAN REVIEW APPLICATION AND CHECKLIST PROJECT SUMMARY: Project Name: City/ETA Location: City ETA (Application fee & number of copies needed are based on location) Property Location (Legal Description
Letter of Notification For East Lima Station Expansion Project
Letter of Notification For East Lima Station Expansion Project PUCO Case No. 18-0906-EL-BLN Submitted to: The Ohio Power Siting Board Pursuant to Ohio Administrative Code Section 4906-6-05 Submitted by:
A: Downtown Diversion Pipe
A: Downtown Diversion Pipe b c with modifications Map highlighting conservation easement. The diversion pipe would run along the railroad. Will divert 40-44% of total flow.; and Reduce the impact on Sand
Northwest Service Center
Northwest Service Center Mike L. Davis, IAAI-CFI Fire Investigator Belgrade, Montana 307-622-2989 mdavis@uis-usa.com EDUCATION: Aims Community College Greeley, Colorado AAS Degree in Fire Science Technology
City of Easton Storm Water Program Development Project Frequently Asked Questions August 27, 2018
City of Easton Storm Water Program Development Project Frequently Asked Questions August 27, 2018 Managing storm water runoff is a necessary and capital-intensive function provided by the City of Easton
THE USE OF COLLABORATION, MONITORING, ADAPTIVE MANAGEMENT, AND PHASED CONSTRUCTION ON STATE HIGHWAY 9, COLORADO
PROCEEDINGS OF THE 2017 INTERNATIONAL CONFERENCE ON ECOLOGY AND TRANSPORTATION THE USE OF COLLABORATION, MONITORING, ADAPTIVE MANAGEMENT, AND PHASED CONSTRUCTION ON STATE HIGHWAY 9, COLORADO Julia Kintsch
/- Acres Becker County, MN (see pgs 1-6) /- Acres Clay County, MN (see pgs 8-14) Pifer s Written Bid.
812.02 +/- Acres Becker County, MN (see pgs 1-6) 810.14 +/- Acres Clay County, MN (see pgs 8-14) Written Bid Land For Lease WRITTEN BIDS DUE BEFORE: Friday, December 8, 2017 5:00 p.m. OWNERS: Case Agricultural
D E S I G N R E V I E W B OA R D
Agenda Report City of Great Falls D E S I G N R E V I E W B OA R D February 28, 2011 C O N T R A C T F L O O R I N G N EW B U I L D I N G Case Number DRB2011-2 Applicant Steve L Heureux (LPW Architects)
TEN MILE PLANNING COMMISSION AGENDA January 10, :30 p.m. Buffalo Mountain Meeting Room, County Commons 0037 Peak One Dr., SCR 1005, Frisco, CO
PLANNING DEPARTMENT 970.668.4200 0037 Peak One Dr. PO Box 5660 www.summitcountyco.gov Frisco, CO 80443 TEN MILE PLANNING COMMISSION AGENDA January 10, 2019-5:30 p.m. Buffalo Mountain Meeting Room, County