HILCORP ALASKA, LLC KALOTSA PAD

Size: px
Start display at page:

Download "HILCORP ALASKA, LLC KALOTSA PAD"

Transcription

1 , LLC ACCESS ROAD, PAD & FLOWLINE FLOWLINE END SEC 7 T1S R13W SM NINILCHIK, ALASKA FLOWLINE & ACCESS ROAD START PROPOSED 200' x 300' DRILL PAD M.P. 130 STERLING HWY ACCESS ROAD END INDEX S VICINITY MAP 2000 NO DESCRIPTION COVER TYPICAL SECTIONS DITCH FILL PLAN PAD PLAN VIEW PLAN VIEWS TABLES : 1"=1000' NO

2 VARIABLE WIDTH 28' MIN 3% 18' 3% 2:1 30" MIN. KPB TYPE I 2:1 GEOGRID BX 110 ON NON-WOVEN GEOTEXTILE GEOTEX NW 601 OR EQUAL A 2 18' WIDE ROAD TYPICAL SECTION - : 1" = 10' - STA TRANSITION 50' TRANSITION 100' 50' PULLOUT 18' 28' 28' ROAD 18' ROAD SHOULDER NOTES: 1. ADDITIONAL PULLOUTS WILL BE CONSTRUCTED WHERE HILLY TERRAIN AND LIMITED SITE DISTANCE ARE PREVALENT TO ASSIST TRANSPORTATION NEEDS. 2. GRAVEL FILL SHALL BE PLACED IN NO GREATER THAN 12" LIFTS AND COMPACTED. 3. GRAVEL FILL SHALL BE UNDERLAIN WITH GEOTEXTILE. B 2 18' WIDE ROAD W/ 10' PULLOUT : 1" = 40' : VARIES NO

3 VARIABLE WIDTH 28' MIN 18' CORRUGATED STEEL PIPE GEOGRID BX 110 ON NON-WOVEN GEOTEXTILE GEOTEX NW 601 OR EQUAL NATIVE SOIL PRE-LEVEL WITH 6" PIPE BEDDING MATERIAL A 3 1. ALL CULVERTS SHALL BE CORRUGATED STEEL. 2. PRE-LEVEL WITH 6" PIPE BEDDING MATERIAL. 3. CROSS CULVERTS IN UPLANDS SHALL BE INSTALLED WITH AN ENLARGED (BELL HOLE) DITCH SECTION ON THE INLET END. FILL TO 6" DEPTH WITH DITCH LINER MATERIAL. 4. CULVERT PLACEMENT FILL IS 2.3 CUBIC YARDS PER CULVERT. 18' WIDE ROAD- W/ CROSS CULVERT TYPICAL SECTION : 1" = 10' MOUND 6" TO 12" TO ALLOW FOR SETTLEMENT DOZER TRACK SURFACE 3.0' 30" (MIN) COVER COMM. & POWER LINES 4' WARNING TAPE (2) 6" Ø GAS FLOWLINES B 3 TRENCH TYPICAL SECTION : 1" = 2' : 1" = 10' NO

4 SILT FENCE TRENCH MOUND 6" TO 12" TO ALLOW FOR SETTLEMENT DOZER TRACK SURFACE 10' TEMPORARY STORAGE AREA GEOTEXTILE OVERLAP 12" UP SILT FENCE 2.0' PROPOSED ACCESS ROAD SEE TYPICAL SECTIONS A/2 FLOWLINE TRENCH SEE TYPICAL SECTION B/3 A 4 TRENCH & TEMPORARY STORAGE TYPICAL SECTION : 1" = 5' - STA FL FL19+70 A 4 10' TEMPORARY STORAGE AREA 4' WIDE FLOWLINE TRENCH VARIABLE WIDTH - 5' MIN SHOULDER SHOULDER 18' PROPOSED ACCESS ROAD VARIABLE WIDTH - 5' MIN TOE B 4 TYPICAL ROAD, TRENCH, & TEMPORARY STORAGE PLAN : 1" = 40' : 1" = 5' NO

5 PROPERTY LINE 25' EXISTING ROAD EXISTING GROUND FLOWLINE TRENCH SEE TYPICAL SECTION B/3 DITCH W/ OPEN FLOW NOTE: ALL TRENCH FROM STATION FL30+10 TO THE SUSAN DIONNE PAD (STA FL58+20) WILL BE STORED IN AN UPLAND AREA ONSITE. SEE 13. A 5 TRENCH TYPICAL SECTION - EXISTING ROAD : 1" = 10' - FL FL56+95 MOUND 6" TO 12" TO ALLOW FOR SETTLEMENT DOZER TRACK SURFACE FLOWLINE TRENCH SEE TYPICAL SECTION B/3 B 5 NOTE: ALL TRENCH FROM STATION WILL BE STORED IN AN UPLAND AREA ONSITE. TYPICAL TRENCH TYPICAL - : 1" = 5' - STA FL FL57+82 : VARIES NO

6 CLEARING LIMIT TOE PAD TOE TO TOE WIDTH VARIES CLEARING LIMIT TOE PAD 212' 200' 2:1 KPB TYPE I 36" MIN PAD FG 126.5' 2:1 GEOGRID BX 110 ON NON-WOVEN GEOTEXTILE GEOTEX NW 601 OR EQUAL 18" BERM 2:1 SIDE SLOPES (TYPICAL) A 6 PAD TYPICAL SECTION : 1" = 40' - FACING NORTHEAST CLEARING LIMIT TOE PAD TOE TO TOE WIDTH VARIES CLEARING LIMIT TOE PAD 334.5' 310.5' 2:1 KPB TYPE I 36" MIN PAD FG 126.5' 2:1 GEOGRID BX 110 ON NON-WOVEN GEOTEXTILE GEOTEX NW 601 OR EQUAL 18" BERM 2:1 SIDE SLOPES (TYPICAL) B 6 PAD TYPICAL SECTION : 1" = 40' - FACING NORTHWEST : VARIES NO

7

8 ' MHWL SETBACK PROPOSED ACCESS ROAD SHOULDER 48" x 35' CSP w/ END SECTIONS STREAM 18.0' 118 FILL SLOPE DAYLIGHT A " BERM 2:1 SIDESLOPES 18" BERM 2:1 SIDESLOPES PROPOSED PAD SF FG = ' ' 200.0' 310.5' B : 1"=60' NO

9 : 1"=100' NO

10 : 1"=100' NO

11 : 1"=100' NO

12 : 1"=100' NO

13 : 1"=100' NO

14 : 1"=100' NO

15 : 1"=100' NO

16 : 1"=100' NO

17 PAD DATA FOOTPRINT IMPACTED AREA FILL FILL SF SF 0 CF 0 CF CF CF 1.78 AC 1.78 AC 0 CY 0 CY CY CY ACCESS ROAD DATA FOOTPRINT IMPACTED AREA FILL FILL SF SF 7182 CF 0 CF CF CF 2.17 AC 1.54 AC 266 CY 0 CY 7379 CY 5712 CY ACCESS ROAD DATA: LENGTH = LF (2270 LF ); MIN. WIDTH = 28'; MIN. FILL DEPTH 2.5' FLOWLINE TRENCH DATA FOOTPRINT IMPACTED AREA FILL FILL SF 8228 SF CF CF 0 CF 0 CF 0.53 AC 0.19 AC 2588 CY 914 CY 0 CY 0 CY FLOWLINE TRENCH DATA: LENGTH = 5823 LF (2057 LF ); TRENCH AREA = 12 SF, TRENCH WIDTH = 4' : N/A NO

18 FLOWLINE TEMPORARY STORAGE DATA FOOTPRINT IMPACTED AREA FILL FILL SF SF 0 CF 0 CF CF CF 0.69 AC 0.45 AC 0 CY 0 CY 1338 CY 876 CY NOTE: FILL QUANTITY IS TEMPORARY STORAGE EXCAVATED TRENCH MATERIAL. MATERIAL WILL BE PLACED ON GEOTEXTILE FABRIC IN AREAS. LENGTH = 3010 LF (1970 LF ); WIDTH = 10'; AREA = 12 SF EXISTING DRAINAGE FILL FOOTPRINT IMPACTED AREA FILL FILL 1766 SF 1766 SF 0 CF 0 CF 6156 CF 6156 CF 0.04 AC 0.04 AC 0 CY 0 CY 228 CY 228 CY NOTE: FILL = 228CY (220 CY PEAT & 8 CY GABION ROCK) QUANTITIES FOOTPRINT IMPACTED AREA FILL FILL SF SF CF CF CF CF 5.21 AC 4.00 AC 2854 CY 914 CY CY CY NOTE: AN ADDITIONAL 7.3 CY (2.3 CY 18" CSP * 5.0 CY 48" CSP) BEDDING FOR CULVERTS (CSP) IN. : N/A NO

HILCORP ALASKA, LLC HAPPY VALLEY MIDDLE NATURAL GAS EXPLORATION PROJECT DEEP CREEK UNIT BOUNDARY PROPOSED ACCESS ROAD T02S T03S R14W

HILCORP ALASKA, LLC HAPPY VALLEY MIDDLE NATURAL GAS EXPLORATION PROJECT DEEP CREEK UNIT BOUNDARY PROPOSED ACCESS ROAD T02S T03S R14W , LLC STERLING HWY. M.P. 142.8 28 33 TIM AVE. DEEP CREEK UNIT BOUNDARY 27 26 25 TIM AVE. CULVERT REPLACEMENT PROPOSED ACCESS ROAD 34 35 36 T2S T3S 31 NINILCHIK, ALASKA 5 4 3 2 BEGIN ROAD CONSTRUCTION 1

More information

SILT FENCE MACHINE SLICED ERO-1A STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING.

SILT FENCE MACHINE SLICED ERO-1A STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT TABLE

More information

3" TO 4" OF TOPSOIL 2:1 MIRAFI HP 565 GEO FABRIC OR EQUIVALENT 9' SPILLWAY EL=7147 2:1 SPILLWAY SECTION N.T.S. TOP OF POND EL=7149' RIP-RAP D 50 8" WRAPPED IN FILTER FABRIC 45 MIL HDPE POND LINER OR EQUIVALENT

More information

SECTION EARTHWORK

SECTION EARTHWORK SECTION 02200 - EARTHWORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Grading and Excavation B. Trenching C. Bedding D. Backfill and Compaction (New and Native) E. Aggregate Material F. Geotextile Fabric PART

More information

Analyzing the Bioretention Construction Sequence

Analyzing the Bioretention Construction Sequence Analyzing the Bioretention Construction Sequence Avoiding future problems through careful installation procedures, construction inspection and first year maintenance 20 Steps to Better Bioretention Step

More information

511 - RIP RAP - OPSS 511 ROCK PROTECTION - OPSS 511 GRAVEL SHEETING - OPSS 511 GEOTEXTILE - OPSS 511

511 - RIP RAP - OPSS 511 ROCK PROTECTION - OPSS 511 GRAVEL SHEETING - OPSS 511 GEOTEXTILE - OPSS 511 511 - - OPSS 511 ROCK PROTECTION - OPSS 511 GRAVEL SHEETING - OPSS 511 GEOTEXTILE - OPSS 511 511.1 GENERAL 511.1.1 Rip Rap 511.1.2 Rock Protection Excavation for placing Rip Rap, Rock Protection and Gravel

More information

Information for File # JTF

Information for File # JTF Information for File # 2013-04665-JTF Applicant Corps Contact Enbridge Energy, Limited Partnership Josh Fitzpatrick Address 1554 Highway 2, Suite 2, Two Harbors, MN 55616 E-Mail joshua.t.fitzpatrick@usace.army.mil

More information

Final Report: Appendix C. LID Parking Lot Design and Teaching Tool at Bridgewater State University, Bridgewater Supporting Information

Final Report: Appendix C. LID Parking Lot Design and Teaching Tool at Bridgewater State University, Bridgewater Supporting Information Bridgewater State University Virtual Commons - Bridgewater State University Phase II Final Report Taunton River Watershed Project 2011 Final Report: Appendix C. LID Parking Lot Design and Teaching Tool

More information

Department of Agriculture. Conservation Service. United States. Natural Resources REVISED 8/26/16

Department of Agriculture. Conservation Service. United States. Natural Resources REVISED 8/26/16 GENERAL NOTES: SYMBOL LEGEND 1. All work shall comply with the constriction specifications, drawings, project-specific quality assurance plan and other contract requirements. 2. All notes on the drawings

More information

BREWSTER SR173 PROPOSED: OKANOGAN RIVER PADDLERS CAMPGROUND WATERBODY: OKANOGAN RIVER NEAR: BREWSTER COUNTY: OKANOGAN STATE: WASHINGTON

BREWSTER SR173 PROPOSED: OKANOGAN RIVER PADDLERS CAMPGROUND WATERBODY: OKANOGAN RIVER NEAR: BREWSTER COUNTY: OKANOGAN STATE: WASHINGTON OKANOGAN RIVER PROJECT LOCATION SR53 COLUMBIA RIVER SR73 METHOW RIVER PATEROS SR7 SR7 BRIDGEPORT VICINITY MAP NEAR: VICINITY 2 GEBBERS FARMS INC APN 302570024 STATE HWY 7 DOUGLAS CO. PUD NO. APN 302570037

More information

STANDARD SPECIFICATIONS SECTION TEMPORARY EROSION AND SEDIMENT CONTROL

STANDARD SPECIFICATIONS SECTION TEMPORARY EROSION AND SEDIMENT CONTROL STANDARD SPECIFICATIONS SECTION 01570 TEMPORARY EROSION AND SEDIMENT CONTROL PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements, procedures, and methods related to responsibilities for providing

More information

PROPOSED DRAINAGE PATTERNS

PROPOSED DRAINAGE PATTERNS 1121 1118.50 Basin Floor 1120 1119 0 N 100 200 PROPOSED DRAINAGE PATTERNS Deroiser Drive Riverwood Drive County 260 0 100 200 Project Name: Riverwood Drive LITTLE FALLS TOWNHOMES Project Location: LITTLE

More information

Urban Conservation Practice Physical Effects ESTABLISHMENT, GROWTH, AND HARVEST NUTRIENT MANAGEMENT

Urban Conservation Practice Physical Effects ESTABLISHMENT, GROWTH, AND HARVEST NUTRIENT MANAGEMENT NOT WELL 800 - Urban Stormwater Wetlands A constructed system of shallow pools that create growing conditions for wetland plants to lessen the impacts of stormwater quality and quantity in urban areas.

More information

field note Culvert foundation improvement design concepts The challenge of low-cost culvert foundations

field note Culvert foundation improvement design concepts The challenge of low-cost culvert foundations field note Culvert improvement design concepts Mark Partington, R.P.F., M.Sc., EP 1 Papa Masseck Thiam, Ing. Jr., M.Sc. 2 Introduction Canada s northern forested landscapes feature numerous wetlands, such

More information

CONSTRUCTION SPECIFICATION FOR RIP RAP, ROCK PROTECTION AND GRAVEL SHEETING

CONSTRUCTION SPECIFICATION FOR RIP RAP, ROCK PROTECTION AND GRAVEL SHEETING ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 511 FEBRUARY 1990 CONSTRUCTION SPECIFICATION FOR RIP RAP, ROCK PROTECTION AND GRAVEL SHEETING 511.01 SCOPE 511.02 REFERENCES 511.03 DEFINITIONS 511.04

More information

A. Install all temporary erosion control measures (in accordance with MNDOT General Conditions 2573) prior to site disturbance.

A. Install all temporary erosion control measures (in accordance with MNDOT General Conditions 2573) prior to site disturbance. The language provided in these specifications is meant to serve as a reminder and provide a generic example of the type of language that should be provided in final construction documents. This language

More information

EROSION & SEDIMENT CONTROL

EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL Surface Water Protection During Well Site Construction Kelly Kees, PE WVDEP, Office of Oil and Gas SEDIMENT & EROSION CONTROL PLANS Per West Virginia State Code 22-6-6(d) 22-6A-7(c),

More information

Request for an Exception to the Napa County Road and Street Standards

Request for an Exception to the Napa County Road and Street Standards F Request for an Exception to the Napa County Road and Street Standards Shed Creek Winery Use Permit P16-327 and Use Permit Exception to the Conservation Regulations P17-178 Planning Commission Hearing

More information

SHEET FLOW TO A FILTER STRIP OR CONSERVED OPEN SPACE

SHEET FLOW TO A FILTER STRIP OR CONSERVED OPEN SPACE VIRGINIA DCR STORMWATER DESIGN SPECIFICATION No. 2 SHEET FLOW TO A FILTER STRIP OR CONSERVED OPEN SPACE VERSION 1.6 September 30, 2009 Spec No. 2: Filter Strip, v1.6, September 30, 2009 1 SECTION 1: DESCRIPTION

More information

ENBRIDGE GAS DISTRIBUTION INC. Proposed Relocation for Ninth Line, Markham and Whitchurch-Stouffville. Environmental Screening Report

ENBRIDGE GAS DISTRIBUTION INC. Proposed Relocation for Ninth Line, Markham and Whitchurch-Stouffville. Environmental Screening Report Page 1 of 18 ENBRIDGE GAS DISTRIBUTION INC. Proposed Relocation for Ninth Line, Markham and Whitchurch-Stouffville Environmental Screening Report July 2011 Page 2 of 18 Table of Contents 1.0 INTRODUCTION

More information

Wisconsin Contractors Institute Continuing Education

Wisconsin Contractors Institute Continuing Education Wisconsin Contractors Institute Continuing Education Erosion & Sediment Control Course # 12775 2 hours Wisconsin Contractors Institute N27 W23953 Paul Road, Suite 203 Pewaukee, WI 53072 Website: www.wicontractorsinstitute.com

More information

Geosynthetics for Stabilization and Reinforcement

Geosynthetics for Stabilization and Reinforcement Geosynthetics for Stabilization and Reinforcement Mechanical Stabilization for Soft Subgrades Kate Vitale, P.E.- Engineering Business Manager Tencate Geosynthetics- Rocky Mountain Region The picture can't

More information

ABBREVIATIONS: TABLE OF CONTENTS: REFERENCE MATERIALS: CITY OF SEATTLE COMBINED SEWER OVERFLOW GALLONS PER MINUTE POLYVINYL CHLORIDE SQUARE FEET

ABBREVIATIONS: TABLE OF CONTENTS: REFERENCE MATERIALS: CITY OF SEATTLE COMBINED SEWER OVERFLOW GALLONS PER MINUTE POLYVINYL CHLORIDE SQUARE FEET TABLE OF CONTENTS: ABBREVIATIONS: SHEET NO. A SHEET DESCRIPTION REFERENCE SHEETS TITLE SHEET COS CSO GPM PVC SF CITY OF SEATTLE COMBINED SEWER OVERFLOW GALLONS PER MINUTE POLYVINYL CHLORIDE SQUARE FEET

More information

CONSTRUCTION SPECIFICATION FOR RIP-RAP, ROCK PROTECTION, AND GRANULAR SHEETING

CONSTRUCTION SPECIFICATION FOR RIP-RAP, ROCK PROTECTION, AND GRANULAR SHEETING ONTARIO PROVINCIAL STANDARD SPECIFICATION OPSS.MUNI 511 NOVEMBER 2018 (Formerly OPSS 511, November 2013) Note: The MUNI implemented in November 2018 replaces OPSS 511 COMMON, November 2013 with no technical

More information

Selecting the Right Closure Cap Option for Your Surface Impoundment or CCR Landfill

Selecting the Right Closure Cap Option for Your Surface Impoundment or CCR Landfill 2017 World of Coal Ash (WOCA) Conference in Lexington, KY - May 9-11, 2017 http://www.flyash.info/ Selecting the Right Closure Cap Option for Your Surface Impoundment or CCR Landfill Steven C. Lamb 1,

More information

South Fraser Perimeter Road (SFPR)

South Fraser Perimeter Road (SFPR) MSE WALLS & SLOPES PROJECT PROFILE South Fraser Perimeter Road (SFPR) Nilex provides multiple solutions for the new four-lane highway along Vancouver s Fraser River. LOCATION: Delta and Surrey, British

More information

Drainage Analysis-Newgate/Phelps & Hatchett Hill Road Areas Rev. 0 Erosion & Sediment Control Measures

Drainage Analysis-Newgate/Phelps & Hatchett Hill Road Areas Rev. 0 Erosion & Sediment Control Measures Drainage Analysis-Newgate/Phelps & Hatchett Hill Road Areas Rev. 0 Erosion & Sediment Control Measures 4.0 EROSION & SEDIMENT CONTROL MEASURES After performing the analysis summarized above, Burns & McDonnell

More information

Basic Geosynthetics: A Guide to Best Practices in Forest Engineering

Basic Geosynthetics: A Guide to Best Practices in Forest Engineering Basic Geosynthetics: A Guide to Best Practices in Forest Engineering Jonathan Fannin Ph.D., P. Eng., Forest Resources Management and Civil Engineering, University of British Columbia, Canada. ABSTRACT

More information

III.DRAINAGE. This section describes the use of geotextiles in underdrains for two different field conditions:

III.DRAINAGE. This section describes the use of geotextiles in underdrains for two different field conditions: III.DRAINAGE This section describes the use of geotextiles in underdrains for two different field conditions: Protected (or light duty installations) and, Unprotected (for heavy duty installations). Both

More information

General Information. Site Conditions. 9b 9b. 9a 1b. Best Management Practices Illustration

General Information. Site Conditions. 9b 9b. 9a 1b. Best Management Practices Illustration Model Construction SWPPP Planning & Development Services 1800 Continental Place Mount Vernon WA 98273 voice 360-416-1320 inspections 360-416-1330 www.skagitcounty.net/stormwaterpermitting Permit #: General

More information

Geosynthetics for Erosion Control and Reinforcement

Geosynthetics for Erosion Control and Reinforcement Geosynthetics for Erosion Control and Reinforcement Stan Boyle, Ph.D., P.E. Shannon & Wilson, Inc. What are Geosynthetics? Geosynthetics are (generally) polymeric products used in civil engineering applications.

More information

Florence County Small Commercial Land Disturbance Permit Application

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:

More information

2018 Annual Landfill Inspection Report

2018 Annual Landfill Inspection Report 2018 Annual Landfill Inspection Report Landfill H.W. Pirkey Plant Southwestern Electric Power Company Hallsville, Texas December 17, 2018 Prepared for: Southwestern Electric Power Company H.W. Pirkey Plant

More information

Request for Approval of Design Modification

Request for Approval of Design Modification March 7, 2017 Piper Peterson U. S. Environmental Protection Agency 1200 Sixth Avenue, ECL-122, Suite 900 Seattle, Washington 98101 Subject: Request for Approval of Design Modification T-117 Early Action

More information

Kittson Parkway / Watershed Park Parking Lot

Kittson Parkway / Watershed Park Parking Lot Kittson Parkway / Watershed Park Parking Lot Date Constructed: Summer 2005 Site Location / Description: Kittson Parkway, North Delta, British Columbia. Permeable parking lot adjacent to Watershed Park;

More information

JOB CREATION PROJECTS

JOB CREATION PROJECTS SPRINGDALE INFRASTRUCTURE DEVELOPMENT PLAN JOB CREATION PROJECTS The following pages provide a narrative description, preliminary street alignment and a preliminary construction cost estimate for each

More information

A. Install all temporary erosion control measures (in accordance with MNDOT General Conditions 2573) prior to site disturbance.

A. Install all temporary erosion control measures (in accordance with MNDOT General Conditions 2573) prior to site disturbance. The language provided in these specifications is meant to serve as a reminder and provide a generic example of the type of language that should be provided in final construction documents. This language

More information

ACTIVITY: Geotextiles ES 12

ACTIVITY: Geotextiles ES 12 Targeted Constituents Significant Benefit Partial Benefit Low or Unknown Benefit Sediment Heavy Metals Floatable Materials Oxygen Demanding Substances Nutrients Toxic Materials Oil & Grease Bacteria &

More information

AASHTO M Subsurface Drainage

AASHTO M Subsurface Drainage Subsurface Drainage Description: This specification is applicable to placing a geotextile against the soil to allow long-term passage of water into a subsurface drain system retaining the in -situ soil.

More information

Feet. Overland. Drainage Area Boundary. To Swale. Swale. To Catch Basin. Culvert Pipe. To Drain Outfall. NRCS Soil Area Boundary

Feet. Overland. Drainage Area Boundary. To Swale. Swale. To Catch Basin. Culvert Pipe. To Drain Outfall. NRCS Soil Area Boundary 0 25 50 00 Feet Parcel Boundary, Approximate 202 LIDAR 2 FT CONTOURS, VCGI BING AERIAL NRCS SOIL MAPPING MMI FIELD DATA Culvert Pipe Swale 0 Scale: "=40' SOURCE(S): NRCS Soil Area Boundary Overland st

More information

ROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK DELTA PROJECT NO SEPTEMBER 2017 ISSUED FOR BID

ROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK DELTA PROJECT NO SEPTEMBER 2017 ISSUED FOR BID ROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK 13440 DELTA PROJECT NO. 2017.226.001 SEPTEMBER 2017 ISSUED FOR BID INDEX OF DRAWINGS GENERAL CIVIL ARCHITECT/ENGINEER PROJECT

More information

THE OBJECTIVES OF ROUTINE ROAD CUTS AND FILLS

THE OBJECTIVES OF ROUTINE ROAD CUTS AND FILLS Chapter 11 Slope Stabiliza bilization and Stability of Cuts and Fills THE OBJECTIVES OF ROUTINE ROAD CUTS AND FILLS are 1) to create space for the road template and driving surface; 2) to balance material

More information

Case Study Bioretention Installation and Maintenance

Case Study Bioretention Installation and Maintenance Case Study Bioretention Installation and Maintenance Bioretention Crime Scene Investigation A reality TV series where you get to watch disturbing bioretention crimes and use advanced forensics to solve

More information

SUPPORTING DOCUMENT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE

SUPPORTING DOCUMENT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE SUPPORTING DOCUMENT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE Please complete this narrative form and submit with your SWPPP drawings. Refer to Kitsap County Stormwater Design Manual Vol.

More information

Methods, approaches, and procedures to minimize active agricultural land impacts during pipeline construction, surface restoration, and pipeline

Methods, approaches, and procedures to minimize active agricultural land impacts during pipeline construction, surface restoration, and pipeline Agricultural Impact Minimization Plan Methods, approaches, and procedures to minimize active agricultural land impacts during pipeline construction, surface restoration, and pipeline operation. PennEast

More information

STREAM ALTERATION PRACTICES

STREAM ALTERATION PRACTICES STREAM ALTERATION PRACTICES Stream Diversion Channel SDC DEFINITION A temporary channel constructed to convey stream flow around in-stream construction. PURPOSE Stream diversion channels are used to allow

More information

WQ-23 MOUNTAINOUS AND STEEP SLOPE SITES

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

More information

Key Topics. Bioretention Crime Scene Investigation The Bioretention Construction and Maintenance Sequence

Key Topics. Bioretention Crime Scene Investigation The Bioretention Construction and Maintenance Sequence Key Topics Bioretention Crime Scene Investigation The Bioretention Construction and Maintenance Sequence Bioretention Crime Scenes Investigation A 9 part reality TV series where you get to watch disturbing

More information

SUPPORTING DOCUMENT POST-CONSTRUCTION SOIL QUALITY AND DEPTH WORKSHEET

SUPPORTING DOCUMENT POST-CONSTRUCTION SOIL QUALITY AND DEPTH WORKSHEET SUPPTING DOCUMENT POST-CONSTRUCTION SOIL QUALITY AND DEPTH WKSHEET For Department of Ecology Stormwater BMP T5.13 This submittal worksheet will help determine what soil amendments are needed to meet the

More information

Structural Storm Water Best Management Practices (BMPs)

Structural Storm Water Best Management Practices (BMPs) Structural Storm Water Best Management Practices (BMPs) Storm Water Permitting: The SWPPP Revealed By Deron Austin, PE January 11, 2006 3:30-5:00 PM Orlando, Florida Presentation Outline Preface About

More information

STANDARD DETAILS QUICK REFERENCE

STANDARD DETAILS QUICK REFERENCE STANDARD DETAILS QUICK REFERENCE Note: DWGs need to be saved locally before opening file. Requires AutoCad, DWG TrueView, or Autodesk Design Review (the later two are available for free from http://usa.autodesk.com/)

More information

PLANNING & DEVELOPMENT SERVICES 1800 Continental Place Mount Vernon, WA Inspections Office Fax

PLANNING & DEVELOPMENT SERVICES 1800 Continental Place Mount Vernon, WA Inspections Office Fax PLANNING & DEVELOPMENT SERVICES 1800 Continental Place Mount Vernon, WA 98273 Inspections 360.336.9306 Office 360.336.9410 Fax 360.336.9416 Application will expire 6 mo from this date: Floodplain Development

More information

The proper use of erosion and sediment controls will allow the following objectives to be met:

The proper use of erosion and sediment controls will allow the following objectives to be met: Chapter 5 5.0 Introduction During construction activities, soil is typically moved or disturbed in a way that affects stormwater drainage. The use of Best Management Practices (BMPs) during construction

More information

CONSTRUCTION SPECIFICATION FOR RIP-RAP, ROCK PROTECTION, AND GRANULAR SHEETING

CONSTRUCTION SPECIFICATION FOR RIP-RAP, ROCK PROTECTION, AND GRANULAR SHEETING ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 511 NOVEMBER 2008 CONSTRUCTION SPECIFICATION FOR RIP-RAP, ROCK PROTECTION, AND GRANULAR SHEETING TABLE OF CONTENTS 511.01 SCOPE 511.02 REFERENCES 511.03

More information

Pondless Waterfall Vault

Pondless Waterfall Vault Pondless Waterfall Vault Installation Instructions & Owner s Manual Step-by-Step Installation Instructions for the Pondless Waterfall Vault Congratulations on the purchase of the AquascapePRO Pondless

More information

Alternative Names: Erosion Control Matting, Erosion Control Netting, Rolled Erosion Control Products (RECP)

Alternative Names: Erosion Control Matting, Erosion Control Netting, Rolled Erosion Control Products (RECP) 4.5-s EROSION CONTROL BLANKET SYSTEM Alternative Names: Erosion Control Matting, Erosion Control Netting, Rolled Erosion Control Products (RECP) DESCRIPTION Erosion control blanket systems are woven or

More information

MILL PONDS. Tel:

MILL PONDS.  Tel: Mill Ponds is a local family business specialising in ponds and rural services around Sussex, Surrey and Hampshire. With over 35 years experience working with water and rural industries, we apply our knowledge

More information

E R O S I O N C O N T R O L

E R O S I O N C O N T R O L E R O S I O N C O N T R O L GEOTEXTILES T O U G H O V E R T I M E EROSION CONTROL 1.0 Features of PERMANENT PG 2 EROSION CONTROL 2.0 How Typar geotextiles PG 2 work 4.0 Installation guide PG 6 5.0 Overlap

More information

SLOPE STABILIZATION. A number of methods have been used to stabilize slopes, each of them found to be appropriate for a particular set of conditions

SLOPE STABILIZATION. A number of methods have been used to stabilize slopes, each of them found to be appropriate for a particular set of conditions SLOPE STABILIZATION A number of methods have been used to stabilize slopes, each of them found to be appropriate for a particular set of conditions Application of Slope Purpose of stabilizing Time available

More information

Acronyms. TRI TRI Environmental, Inc. Table of Contents. iii

Acronyms. TRI TRI Environmental, Inc. Table of Contents. iii Table of Contents Acronyms AEG American Environmental Group, Ltd. AMEC American Environmental & Infrastructure, Inc. CAT I Category I CES ARCADIS Construction and Environmental Services Group CQA Construction

More information

Landfill Closure, Intermediate Cover & Post-Closure Care. Municipal League Meeting

Landfill Closure, Intermediate Cover & Post-Closure Care. Municipal League Meeting Landfill Closure, Intermediate Cover & Post-Closure Care Municipal League Meeting 9-7-17 Gated and Closed Landfill Gated means no longer accepting waste. Closed means gated and final cover has been installed

More information

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-02 66 00 (February 2010) ----------------------------- Preparing Activity: USACE Superseding UFGS-02 66 00 (April 2006) UNIFIED FACILITIES GUIDE SPECIFICATIONS References

More information

Geosynthetics and Their Applications

Geosynthetics and Their Applications GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Different Types of Geosynthetics and Their Applications K. Rajagopal, Professor Department of Civil Engineering IIT Madras, Chennai e-mail: gopalkr@iitm.ac.inac

More information

STORM TACOMA 02. Potential permitting requirements STANDARD DETAILS FOR RAIN GARDEN CONSTRUCTION. How to use this document

STORM TACOMA 02. Potential permitting requirements STANDARD DETAILS FOR RAIN GARDEN CONSTRUCTION. How to use this document R R G R P 02 STORM TACOMA 02 STANDARD DETAILS FOR RAIN GARDEN CONSTRUCTION Updated October 23, 2013 How to use this document Your rain garden will need to be designed and constructed in accordance with

More information

SHEET FLOW TO A VEGETATED FILTER STRIP OR CONSERVED OPEN SPACE

SHEET FLOW TO A VEGETATED FILTER STRIP OR CONSERVED OPEN SPACE VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION No. 2 SHEET FLOW TO A VEGETATED FILTER STRIP OR CONSERVED OPEN SPACE VERSION 1.9 March 1, 2011 SECTION 1. DESCRIPTION Filter strips are vegetated areas that

More information

The Low Risk Site Handbook

The Low Risk Site Handbook The Low Risk Site Handbook for Erosion Prevention and Sediment Control The content of this Handbook is adapted from the New York State Standards and Specifications for Erosion and Sediment Control-August

More information

SHEETFLOW TO CONSERVATION AREA OR VEGETATED FILTER STRIP

SHEETFLOW TO CONSERVATION AREA OR VEGETATED FILTER STRIP DRAFT VA DCR STORMWATER DESIGN SPECIFICATION No. 2 SHEETFLOW TO CONSERVATION AREA OR VEGETATED FILTER STRIP VERSION 1.6 Note to Reviewers of the Stormwater Design Specifications The Virginia Department

More information

B511 - RIP-RAP, ROCK PROTECTION AND GRANULAR SHEETING - OPSS 511

B511 - RIP-RAP, ROCK PROTECTION AND GRANULAR SHEETING - OPSS 511 B511 - - OPSS 511 511.1 GENERAL 511.1.1 Rip-Rap Excavation for placing rip-rap, rock protection, and granular sheeting is part of each individual tender item. Rip-rap is a special application of rock protection.

More information

Technical Specification Guidelines

Technical Specification Guidelines SECTION I- DESIGN CONSIDERATIONS PAGE 1.01 APPLICABILITY...I.2 1.02 PROTECTION AND PRECAUTIONS...I.3 1.03 SITE AND SUBSTRATE CONSIDERATIONS...I.3 1.04 PRODUCT CONSIDERATIONS...I.8 1.05 FASTENING CONSIDERATIONS...I.9

More information

Adaptive Management Strategies for Resilient Coastlines: A Case Study on the Ft. Pierce, FL Breakwater Project

Adaptive Management Strategies for Resilient Coastlines: A Case Study on the Ft. Pierce, FL Breakwater Project Adaptive Management Strategies for Resilient Coastlines: A Case Study on the Ft. Pierce, FL Breakwater Project USACE Workshop November 21 st, 2013 By: Jenna Phillips Emphasis on Green or Nature-Based Engineering

More information

Bioretention. Matt Scharver Northeast Ohio Regional Sewer District. #ProjectCleanLake

Bioretention. Matt Scharver Northeast Ohio Regional Sewer District. #ProjectCleanLake Bioretention Matt Scharver Northeast Ohio Regional Sewer District Stormwater Management Training for MS4 Municipal Employees Training Session Agenda Pre-Training Survey Presentation & Site Visit Post-Training

More information

Nevada Contractors Field Guide for Construction Site Best Management Practices (BMPs)

Nevada Contractors Field Guide for Construction Site Best Management Practices (BMPs) June 2008 Nevada Contractors Field Guide for Construction Site Best Management Practices (BMPs) Funding for the development and production of the Nevada BMP Field Guide was provided by the Nevada Division

More information

HYDRAULIC DESIGN involves several basic

HYDRAULIC DESIGN involves several basic Chapter 6 Tools for Hydr draulic and Road Design HYDRAULIC DESIGN involves several basic concepts that must be considered to build successful projects with a minimum risk of failure (Photo 6.1). Use of

More information

STREAM BANK STABILIZATION THORPS MORTIMER RECREATION AREA Grandfather Ranger District SITE LOCATION & DRAINAGE AREA

STREAM BANK STABILIZATION THORPS MORTIMER RECREATION AREA Grandfather Ranger District SITE LOCATION & DRAINAGE AREA STREAM BANK STABILIZATION THORPS CREEK @ MORTIMER RECREATION AREA SITE LOCATION & DRAINAGE AREA SITE LOCATION Drainage Area = 1.14 sq. miles STREAM BANK STABILIZATION THORPS CREEK @ MORTIMER RECREATION

More information

Piles, Trenching, Inverters, Cables, Material Deliveries

Piles, Trenching, Inverters, Cables, Material Deliveries Agricultural Inspection Report General Information Project Name Albany Date of Inspection 20161012 Start/End Time 7:50 am Inspector s Name(s) Inspector s Title(s) Describe present phase of construction

More information

POND Construction. Perry L. Oakes, PE State Conservation Engineer Natural Resources Conservation Service

POND Construction. Perry L. Oakes, PE State Conservation Engineer Natural Resources Conservation Service POND Construction Perry L. Oakes, PE State Conservation Engineer Natural Resources Conservation Service DdY Did You Know? Alabama is the only state without any safe dams legislation. Alabama has a very

More information

Part IV(a): BMPs for Erosion, Sediment, Velocity Control

Part IV(a): BMPs for Erosion, Sediment, Velocity Control Part IV(a): BMPs for Erosion, Sediment, Velocity Control Find Design Standards and Specifications for Iowa Erosion and Sediment Control Practices at: www.iowasudas.org Erosion Control Keeping the soil

More information

EARTH STABILIZATION GEOSYNTHETIC SOLUTIONS

EARTH STABILIZATION GEOSYNTHETIC SOLUTIONS EARTH STABILIZATION GEOSYNTHETIC SOLUTIONS A FULL LINE OF GEOSYNTHETIC SOLUTIONS As one of the largest manufacturer of geosynthetics in the world, we are focused on providing superior performance every

More information

John F. Kennedy STEM High School Green Infrastructure Information Sheet

John F. Kennedy STEM High School Green Infrastructure Information Sheet John F. Kennedy STEM High School Green Infrastructure Information Sheet Location: 127 Preakness Avenue Paterson, NJ 07522 Ward: 2 Green Infrastructure Description: Bioswale and bioretention system series

More information

LET S GET IT DONE STORMWATER MANAGEMENT

LET S GET IT DONE STORMWATER MANAGEMENT LET S GET IT DONE STORMWATER MANAGEMENT STORMWATER MANAGEMENT R-Tank stormwater systems provide underground storage of stormwater. After a rain event fills the R-Tank, stormwater can flow into the drainage

More information

STORM WATER MANAGEMENT PLAN APPLICATION Manheim Borough

STORM WATER MANAGEMENT PLAN APPLICATION Manheim Borough STORM WATER MANAGEMENT PLAN APPLICATION Manheim Borough DATE Application is hereby made to Manheim Borough for the issuance of a Storm Water Management Plan approval pursuant to the Manheim Borough Storm

More information

Chapter 2 Roof Downspout Controls

Chapter 2 Roof Downspout Controls Chapter 2 Roof Downspout Controls 2.1 Description This section presents the criteria for design and implementation of roof downspout controls. Roof downspout controls are simple pre-engineered designs

More information

FEDERAL ENERGY REGULATORY COMMISSION FIELD INSPECTION REPORT

FEDERAL ENERGY REGULATORY COMMISSION FIELD INSPECTION REPORT FEDERAL ENERGY REGULATORY COMMISSION FIELD INSPECTION REPORT Date June 20, 2018 Project Northern Natural Gas Company Northern Lights 2017 Expansion Project Rice, Sherburne, and Isanti Counties, Minnesota

More information

MARBLE RIVER WIND POWER PROJECT Agricultural Protection Measures

MARBLE RIVER WIND POWER PROJECT Agricultural Protection Measures MARBLE RIVER WIND POWER PROJECT Siting Considerations 1. Locate access roads and, to the extent allowed by local laws, wetlands and topography, individual wind turbines and other structures along field

More information

Cedar Niles Future Park Site Wetland #1

Cedar Niles Future Park Site Wetland #1 Date: October 20, 2014 Site: Landowner: Johnson County Parks Designer: Thomas R. Biebighauser Individuals Present: Thomas R. Biebighauser, Dr. Eliodora Chamberlain (US EPA), Jason Daniels (US EPA), Jeannette

More information

Final Report: Appendix G. LID Driveway Retrofit and Teaching Tool at Bristol County Agricultural High School, Dighton - Supporting Information

Final Report: Appendix G. LID Driveway Retrofit and Teaching Tool at Bristol County Agricultural High School, Dighton - Supporting Information Bridgewater State University Virtual Commons - Bridgewater State University Phase II Final Report Taunton River Watershed Project 2011 Final Report: Appendix G. LID Driveway Retrofit and Teaching Tool

More information

H841:02 Deep and severe erosion of roadside ditch to form gullies. H837:02 Deep erosion of roadside ditch

H841:02 Deep and severe erosion of roadside ditch to form gullies. H837:02 Deep erosion of roadside ditch Cellular Confinement System (BMP 15) Cellular Confinement System (BMP 15) H841:02 Deep and severe erosion of roadside ditch to form gullies H841:02 Backfilling of gullies and installing geocells filled

More information

Section Specification for Geotextile Used in Permanent Erosion Control Application

Section Specification for Geotextile Used in Permanent Erosion Control Application Project Name: Project Number: 1 GENERAL Section 02370 Specification for Geotextile Used in Permanent Erosion Control Application 1.1 SECTION INCLUDES A. Geotextile to prevent soil loss resulting in excessive

More information

ALOW VOLUME ROAD is considered a road

ALOW VOLUME ROAD is considered a road Chapter 4 Low-Volume olume Roads Engineering You get what you Inspect, not what you Expect. ALOW VOLUME ROAD is considered a road that has relatively low use (an Average Daily Traffic of less than 400

More information

City of Stoughton Erosion Control Permit Application (effective 2/6/2018)

City of Stoughton Erosion Control Permit Application (effective 2/6/2018) City of Stoughton Erosion Control Permit Application (effective 2/6/2018) Incomplete applications will not be accepted Project Name: Address of subject property: Landowner Name(s): Applicant Name: Landowner

More information

CONSTRUCTION DRAWINGS MODULE 6 LINER SYSTEM MONTEREY PENINSULA LANDFILL

CONSTRUCTION DRAWINGS MODULE 6 LINER SYSTEM MONTEREY PENINSULA LANDFILL CONSTRUCTION S R SYSTEM VICINITY MAP B- GEOTECHINCAL BORING LOCATION G- MONITORING WELL LOCATION GP-6A LANDFILL GAS PROBE LOCATION POINT LOCATION MAP DESCRIPTION SHEET EISTING CONDITIONS ECAVATION GRADES

More information

DITCH BANK STABILIZATION TECHNIQUES

DITCH BANK STABILIZATION TECHNIQUES onstructed Ditch Drainage anagement Guide - No. 0 in series Order No. 5.0- December 00 DITH BANK STABILIZATION TEHNIQUES It is important to maintain ditches using practices that ensure ditch banks remain

More information

Landscape Rebate: Rainwater Harvesting Rain Garden Installer Guidelines

Landscape Rebate: Rainwater Harvesting Rain Garden Installer Guidelines City of Santa Monica Office of Sustainability and the Environment 1717 4th Street, Suite 100 Santa Monica, CA 90401 Landscape Rebate: Rainwater Harvesting Rain Garden Installer Guidelines TO QUALIFY FOR

More information

Low Flow Rates Low Filtration Sandy Soils Medium Flow Rates Medium Filtration Clayey Soils [1] High Flow Rates High Filtration Polluted Soils

Low Flow Rates Low Filtration Sandy Soils Medium Flow Rates Medium Filtration Clayey Soils [1] High Flow Rates High Filtration Polluted Soils Filter Ponds DE-WATERING SEDIMENT CONTROL TECHNIQUE Low Flow Rates Low Filtration Sandy Soils Medium Flow Rates Medium Filtration Clayey Soils [1] High Flow Rates High Filtration Polluted Soils [1] Capture

More information

Bio-Engineering Techniques to Revegetate Streambanks

Bio-Engineering Techniques to Revegetate Streambanks Bio-Engineering Techniques to Revegetate Streambanks DORMANT CUTTINGS Dormant cuttings are harvested from living woody plants. The cuttings are prepared from branches of woody plants when the plant is

More information

SECTION 1 CLEARING /GRADING PERMIT APPLICATION:

SECTION 1 CLEARING /GRADING PERMIT APPLICATION: PLEASE REFER TO THE CLEARING & GRADING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS. SECTION 1 CLEARING /GRADING PERMIT APPLICATION: PROJECT ADDRESS (Street, Suite #): Parcel(s) #: Total Site Area

More information

PLAN SUBMITTER'S CHECKLIST

PLAN SUBMITTER'S CHECKLIST Page 1 of 8 PLAN SUBMITTER'S CHECKLIST FOR EROSION AND SEDIMENT CONTROL PLANS Please fill in all blanks and reference the plan sheets/pages where the information may be found, where appropriate, or write

More information

Technical Supplement 14D. Geosynthetics in Stream Restoration. (210 VI NEH, August 2007)

Technical Supplement 14D. Geosynthetics in Stream Restoration. (210 VI NEH, August 2007) Technical Supplement 14D (210 VI NEH, August 2007) Issued August 2007 Cover photo: Inert or manmade materials can be used in restoration designs where immediate stability is required and can be used in

More information

STORMWATER SITE PLAN INSTRUCTIONS AND SUBMITTAL TEMPLATE Medium and Large Projects

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

More information

VALLEY COUNTY MINIMUM STANDARDS FOR PRIVATE ROAD DESIGN AND CONSTRUCTION

VALLEY COUNTY MINIMUM STANDARDS FOR PRIVATE ROAD DESIGN AND CONSTRUCTION MINIMUM STANDARDS FOR PRIVATE ROAD DESIGN AND CONSTRUCTION Adopted November 28, 2005 TABLE OF CONTENTS DEFINITION OF TERMS...II I. DESIGN CRITERIA... 1 A. GENERAL DESIGN CRITERIA... 1 B. ROADWAY CLASSIFICATION...

More information