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

Size: px
Start display at page:

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

Transcription

1 OKANOGAN RIVER PROJECT LOCATION SR53 COLUMBIA RIVER SR73 METHOW RIVER PATEROS SR7 SR7 BRIDGEPORT VICINITY MAP NEAR: VICINITY 2

2 GEBBERS FARMS INC APN STATE HWY 7 DOUGLAS CO. PUD NO. APN DOUGLAS CO. PUD NO. APN DOUGLAS CO. PUD NO. APN DOUGLAS CO. PUD NO. APN PROJECT LOCATION DOUGLAS CO. PUD NO. APN DOUGLAS CO. PUD NO. APN OKANOGAN RIVER DOUGLAS CO. PUD NO. APN DOUGLAS CO. PUD NO. APN AREA AND ADJACENT OWNERS MAP DOUGLAS CO. PUD NO. APN NEAR: AREA DOUGLAS CO. PUD NO. APN

3 75 EXISTING GRAVEL ROAD 75' WETLAND BUFFER 50' RIPARIAN SETBACK 200' SHORELINE ZONE ORDINARY HIGH WATER OKANOGAN RIVER WETLAND BOUNDARY PER GRETTE ASSOCIATES 775 SCALE IN FEET EXISTING CONDITIONS NEAR: EX-COND

4 VEHICLE TURNAROUND PRECAST VAULT RESTROOM 75 O O 200' SHORELINE ZONE 2 SILT FENCE O O PICNIC TABLE WETLAND BOUNDARY PER GRETTE ASSOCIATES 50' RIPARIAN SETBACK NON-MOTORIZED BOAT LANDING SCALE IN FEET 75' WETLAND BUFFER SITE PLAN - EROSION CONTROL NEAR: ORDINARY HIGH WATER DEBRIS BOOM PLAN- OKANOGAN RIVER

5 0 TENT PAD PICNIC TABLE ' SHORELINE ZONE TRAIL 0 TENT PAD TRAIL TENT PAD PICNIC TABLE COVERED SHELTER TRAIL WETLAND BOUNDARY PER GRETTE ASSOCIATES PICNIC TABLE 0 TENT PAD PICNIC TABLE SCALE IN FEET SITE PLAN 75' WETLAND BUFFER NEAR: ORDINARY HIGH WATER 50' RIPARIAN SETBACK PLAN-2 OKANOGAN RIVER 5 2

6 % PVI STA PVI EL 73.85' K 5. BVC EL 74.2' 30' VC EVC EL 72.66' BVC EL ' PVI STA PVI EL ' K ' VC EVC EL 784.6' GRADE BREAK STA: EL.60' GRADE BREAK STA: EL.28' GRADE BREAK STA: EL 75.00' -7.6%.03% -0.50% -.5% EG 74.4 FG EG 74.8 FG EG 74. FG EG 72.4 FG 73. EG 78.2 FG 7.5 EG FG 78.6 EG.6 FG EG FG.37 EG FG EG FG EG FG.02 EG.0 FG.28 EG.4 FG.53 EG.5 FG.50 EG.3 FG.38 EG.2 FG. EG FG PRILE TRAIL PRILE STA 0+00 to 4+00 H "=50', V "=20' NEAR: PR 6 2

7 GRADE BREAK STA: EL ' GRADE BREAK STA: EL 784.2' GRADE BREAK STA: EL ' GRADE BREAK STA:0+8.6 EL ' GRADE BREAK STA:+.6 EL 778.5' GRADE BREAK STA:+2.6 EL ' % 2.3% 4.6% -.05% -.50% GRADE BREAK STA: EL % ORDINARY HIGH WATER EG FG EG FG EG FG EG FG EG FG EG 784. FG EG FG 0+00 EG. FG.58 EG FG EG 786. FG EG FG EG.3 FG EG.2 FG EG FG TRAIL PRILE STA: 4+00 to END H "=50', V "=20' TRAIL 2 PRILE H "=50', V "=20' PRILE NEAR: PR2 7 2

8 OKANOGAN RIVER 200' SHORELINE ZONE ORDINARY HIGH WATER 75' WETLAND BUFFER MITIGATION SITE 50' RIPARIAN SETBACK WETLAND BOUNDARY PER GRETTE ASSOCIATES MITIGATION PLAN NEAR: SCALE IN FEET MITIGATION 8 2

9 3: MAX 3: MAX 2" 3% C L 2" 3: MAX 3: MAX 8" TYPE I RIP-RAP 3: MAX 6" 0% C L 6" 3: MAX 0.5' CSTC (MINIMUM COMPACTED DEPTH) COMPACTED SUBGRADE FIRM AND NON-YIELDING COMMERCIAL WEED CONTROL GEOTEXTILE *EXCAVATE AS REQUIRED TO ACCOMMODATE SECTION 2" COMPACTED DEPTH CSBC TRAIL SECTION NOT TO SCALE 6" PRECAST STONE BLOCK GEOTEXTILE FABRIC 4 TRAIL SECTION PRECAST CONCRETE STONE STAIRWAY NOT TO SCALE 3: MAX 2" C L 3% 2" 3: MAX 3: MAX 3: MAX COMMERCIAL WEED CONTROL GEOTEXTILE 0.5' CSTC (MINIMUM COMPACTED DEPTH) COMPACTED SUBGRADE FIRM AND NON-YIELDING *EXCAVATE AS REQUIRED TO ACCOMMODATE SECTION 2 TRAIL SECTION NOT TO SCALE 3: MAX 6" 0% C L 6" 3: MAX 8" TYPE I RIP-RAP 3: MAX 2" C L 0% 2" 3: MAX 3: MAX 3: MAX 2" COMPACTED DEPTH CSBC COMMERCIAL WEED CONTROL GEOTEXTILE *EXCAVATE AS REQUIRED TO ACCOMMODATE SECTION 0.5' CSTC (MINIMUM COMPACTED DEPTH) COMPACTED SUBGRADE FIRM AND NON-YIELDING 6" PRECAST STONE BLOCK GEOTEXTILE FABRIC 5 TRAIL SECTION PRECAST CONCRETE STONE LANDING NOT TO SCALE 3 TRAIL SECTION NOT TO SCALE DETAILS NEAR: DETAILS 2

10 4" X 4" PRESSURE TREATED TIMBER ANCHOR IN PLACE W/ 24" LONG NO. 4 REBAR AT 2' O.C. (SET /4" BELOW TOP 4" X 4" CONNECT CORNERS W/ (2) 3/8" X 8" SS LAG BOLTS, COUNTERSINK BOLT HEADS BACKFILL TENT PAD W/ 3/8" PEA GRAVEL T0 " BELOW TOP EDGING TABLE ANCHOR BLOCK 2 DETAILS TABLE NEAR: 3 TYP CAMP SITE SCALE "=0' 0.5' CSTC (MINIMUM COMPACTED DEPTH) OVER LANDSCAPE WEED BARRIER FABRIC 0 SCALE IN FEET DETAILS (2) 0 20 NOTE: SCALE BAR IS ESTABLISHED FOR FULL SIZE WITH SCALE BAR EQUAL TO 2" 0 2

11 FLOTATION 6' 3/8" CHAIN, POLY COATED, GRADE 30 2" MIN. FREEBOARD MIN 4' LENGTH, EXTEND AS NECESSARY FOR CONTAINMENT IMPERVIOUS DEBRIS BARRIER BOLT CHAIN TO GALV. ANCHOR BOLT /2" X 8" LONG 36" BALLAST POCKET TEMP. EROSION CONTROL DEBRIS BOOM N.T. S 2" DIA CONC CYLINDER 2" 2 TABLE ANCHOR BLOCK N.T. S 4" X 4" PT TIMBER OR PRECAST CONCRETE BORDER 3" (MIN) 3/8" PEA GRAVEL 3" (MIN) /4" MINUS CRUSHED SCREENINGS 3 CAMP SITE SECTION N.T. S LANDSCAPE WEED BARRIER FABRIC DETAILS NEAR: DETAILS (3) 2

12 POST ~ SEE STD. SPEC ()A FASTEN GEOTEXTILE TO POST EVERY 6" (IN.) O.C. POST ~ WOOD OR STEEL (TYPICAL) GEOTEXTILE BACKFILLED & COMPACTED NATIVE SOIL 2' - 0" MIN. FASTEN TO POST EVERY 6" O.C FLOW SELF-LOCKING TIE~NYLON 6/6 (MIN. GRADE), 20# MIN. TENSILE STRENGTH, UV STABILIZED FABRIC (GEOTEXTILE) (TYPICAL) ~~ 4" NOTES BURY GEOTEXTILE IN TRENCH ~ 4" 2' - 0" MIN.. INSTALL THE ENDS THE SILT FENCE TO POINT SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM FLOWING AROUND THE ENDS THE FENCE. 2. PERFORM MAINTENANCE IN ACCORDANCE WIT STANDARD SPECIFICATIONS 8-0.3()A AND 8-0.3(5). 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS OR SUMP LOCATIONS. IF SPLICES ARE LOCATED IN LOW OR SUMP AREA, THE FENCE MAY NEED TO BE REINSTALLED UNLESS THE PROJECT ENGINEER APPROVES THE INSTALLATION. SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE FENCE AT THE OVERLAP. SPLICE DETAIL (WOOD POSTS SHOWN) NOTE DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- RATING FLOWS. COMPACTION MUST BE ADEQUATE TO PREVENT UNDERCUTTING FLOWS. 4. INSTALL SILT FENCING PARALLEL TO MAPPED CONTOUR LINES. SILT FENCE NOT TO SCALE WSDOT STD PLAN I DETAILS NEAR: DETAILS (4) 2 2

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

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

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

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

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

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

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

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

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

FOR PROJECTS INITIATED AFTER FEBRUARY 1, 2010 REVISION 1 ITEM 709 TRIANGULAR FILTER FABRIC FENCE

FOR PROJECTS INITIATED AFTER FEBRUARY 1, 2010 REVISION 1 ITEM 709 TRIANGULAR FILTER FABRIC FENCE AFTER FEBRUARY 1, 2010 ITEM 709 TRIANGULAR FILTER FABRIC FENCE 709.1 Description. This work shall consist of furnishing, installing, and removing temporary erosion protection and sediment control triangular

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

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

HILCORP ALASKA, LLC KALOTSA PAD

HILCORP ALASKA, LLC KALOTSA PAD , 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 0 1000 VICINITY

More information

OPPORTUNITIES AND CONSTRAINTS - OXBOW PARK ENTRANCE AND PUT-IN

OPPORTUNITIES AND CONSTRAINTS - OXBOW PARK ENTRANCE AND PUT-IN OPPORTUNITIES AT OXBOW EXISTING WETLANDS Site is undeveloped and we can design a park that works well from the start. SAND BEACH Potential to eliminate invasive species. DEBRIS (CONCRETE, OLD CARS) VEGETATION

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

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

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

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

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

PS12 CITY OF TERRE HAUTE VIGO COUNTY, INDIANA DRAWING NO. EXISTING AND NEW STRUCTURE DATA TABLE JW, CM. No. DATE DESCRIPTION REVISED BY JLH ACS

PS12 CITY OF TERRE HAUTE VIGO COUNTY, INDIANA DRAWING NO. EXISTING AND NEW STRUCTURE DATA TABLE JW, CM. No. DATE DESCRIPTION REVISED BY JLH ACS C JW, CM EXISTING AND NEW STRUCTURE DATA TABLE PS12 #5933 NEW OUTFALL STRUCTURE #1 1"=60' EXISTING OPENING THROUGH TREE LINE ( SEWER AND OUTFALL STRUCTURE SHALL BE INSTALLED AT THIS LOCATION TO AVOID ANY

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

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

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

EROSION & SEDIMENT CONTROL

EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL 1 EROSION & SEDIMENT CONTROL Effective Soil & Water Protection Whether you want to prevent soil erosion caused by rain, water and wind, or protect waterways from inevitable build

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

2. HORIZONTAL DATUM = NAD 83. VERTICAL DATUM = NAVD 88.

2. HORIZONTAL DATUM = NAD 83. VERTICAL DATUM = NAVD 88. 1. EXISTING CONDITIONS AND UTILITY INFORMATION SHOWN ON THESE PLANS ARE BASED ON A SET OF PLANS ENTITLED "SCHOOL OF COMMUNICATIONS AND MEDIA BUILDING AND LIFE HALL RENOVATION" DATED MARCH 11, 2015 REVISED

More information

Single most pervasive problem: Polluted runoff from watershed development

Single most pervasive problem: Polluted runoff from watershed development What are Some Potential Threats to Maine s Lakes Acid rain Mercury contamination Aquatic Invaders: The Milfoil threat Loss of critical habitat Global climate change Single most pervasive problem: Polluted

More information

Site Formation Excavation - 6' depth square yard $8.00 $0.00 Grading square yard $1.50 $0.00 Hauling off-site - 6' depth square yard $10.00 $0.

Site Formation Excavation - 6' depth square yard $8.00 $0.00 Grading square yard $1.50 $0.00 Hauling off-site - 6' depth square yard $10.00 $0. SURFACE SAND FILTER COST ESTIMATE WORKSHEET 2005 Prices Project Title Owner Location Project Number Date Description Units Quantity Unit Cost Total Estimated Price Site Preparation Tree removal - up to

More information

WQ-07 INFILTRATION TRENCH

WQ-07 INFILTRATION TRENCH Greenville County Technical Specification for: WQ-07 INFILTRATION TRENCH 1.0 Infiltration Trench 1.1 Description Infiltration Trenches are excavations filled with stone to create an underground reservoir

More information

Chagrin River Watershed Partners, Inc. Local Regulations. Amy H. Brennan (440)

Chagrin River Watershed Partners, Inc. Local Regulations. Amy H. Brennan (440) Chagrin River Watershed Partners, Inc. Local Regulations Amy H. Brennan (440) 975-3870 www.crwp.org abrennan@crwp.org July 9, 2013 Applicable Zoning and Building Codes Erosion and Sediment Control Grading

More information

V. EROSION CONTROL. -Drainage swales separation -Under rip-rap protected -Under rip-rap unprotected

V. EROSION CONTROL. -Drainage swales separation -Under rip-rap protected -Under rip-rap unprotected V. EROSION CONTROL This section describes three different types of erosion control applications where geotextiles can be used in conjunction with some form of stone or other energy dissipating material

More information

Case Study 6. Fitzpatrick Creek Cable Concrete Block Mat Ford

Case Study 6. Fitzpatrick Creek Cable Concrete Block Mat Ford Case Study. Fitzpatrick Creek Cable Concrete Block Mat Ford Location Southwest Oregon. Bureau of Land Management Coos Bay District. Fitzpatrick Creek. BLM road 23-8-11.0. This ford was constructed in 2000

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

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

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

River Corridor Overlay Zone (RCOZ) Article 5

River Corridor Overlay Zone (RCOZ) Article 5 River Corridor Overlay Zone (RCOZ) Article 5 The site is in one of two designated districts. The first is the CBD (central business district) River District, which recognizes the urban character and unique

More information

Appendix E Preliminary Design

Appendix E Preliminary Design Appendix E Preliminary Design 1 1 0+080 0+100 0+200 0+240 LEGEND PROPOSED POOL PROPOSED RIFFLE PROPOSED COIR CLOTH BANK TREATMENT PROPOSED VEGETATED STONE BANK TREATMENT PROPOSED VEGETATED BLOCK BANK TREATMENT

More information

Appendix N. Preliminary Design

Appendix N. Preliminary Design Appendix N Preliminary Design Belfountain Dam and Headpond Class EA Preferred Alternative D4H5: Lower the spillway & backfill headpond & construct channel Preliminary Cost Estimate ITEM ITEM UNIT EST.

More information

GRAND ARBOR RESERVE GRAND ARBOR RESERVE, LLC ULIAN KISSIOV D'ONOFRIO KOTTKE & ASSOC., INC.

GRAND ARBOR RESERVE GRAND ARBOR RESERVE, LLC ULIAN KISSIOV D'ONOFRIO KOTTKE & ASSOC., INC. GRAND ARBOR RESERVE BIRCHWOOD POINT, LOT-1 10203 MINERAL POINT ROAD MADISON, WISCONSIN GRAND ARBOR RESERVE, LLC 6417 ODANA RD MADISON, WISCONSIN 53719 CONTACT: DAN SCHMIDT PHONE: 608-285-8680 FAX: 608-255-3387

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

Rolled Erosion Control Products (RECPs) General Usage and Installation Guidelines for Slope

Rolled Erosion Control Products (RECPs) General Usage and Installation Guidelines for Slope March 2014 Version 1.0 Rolled Erosion Control Products (RECPs) General Usage and Installation Guidelines for Slope Erosion Control Technology Council IMPORTANT NOTICE on Safety Procedures: Manufacturer

More information

UPLAND EROSION CONTROL, REVEGETATION, AND MAINTENANCE PLAN

UPLAND EROSION CONTROL, REVEGETATION, AND MAINTENANCE PLAN UPLAND EROSION CONTROL, REVEGETATION, AND MAINTENANCE PLAN 01/17/2003 VERSION UPLAND EROSION CONTROL, REVEGETATION, AND MAINTENANCE PLAN TABLE OF CONTENTS I. APPLICABILITY... 1 II. SUPERVISION AND INSPECTION...

More information

PERMANENT SEEDING. Overview of Sedimentation and Erosion Control Practices. Practice no. 6.11

PERMANENT SEEDING. Overview of Sedimentation and Erosion Control Practices. Practice no. 6.11 Overview of Sedimentation and Erosion Control Practices Practice no. 6.11 PERMANENT SEEDING Permanent vegetation controls erosion by physically protecting a bare soil surface from raindrop impact, flowing

More information

REFERENCE DRAWINGS FOR 332 W. MAIN STREET ROCK HILL, SOUTH CAROLINA

REFERENCE DRAWINGS FOR 332 W. MAIN STREET ROCK HILL, SOUTH CAROLINA REFERENCE DRAWINGS FOR REET ROCK HILL, SOUTH CAROLINA COVER SHEET 1 OF 6 GENERAL NOTES 2 OF 6 REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.

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

5000 Acres Initiative at PCC Sylvania in Portland OR

5000 Acres Initiative at PCC Sylvania in Portland OR Project Contacts PROJECT ORIGINATOR AND FISCAL SPONSOR Brian Wegener, Advocacy & Communications Manager Tualatin Riverkeepers 675 SW Hazelbrook Rd, Tualatin, OR 97062 brian@tualatinriverkeepers.com (503)

More information

Guidance on Preparation of Construction and Maintenance Costs

Guidance on Preparation of Construction and Maintenance Costs INVER GROVE HEIGHTS Northwest Area Appendix F Guidance on Preparation of Construction and Maintenance Costs Northwest Area (NWA) Inver Grove Heights Stormwater Manual Guidance on Preparation of Construction

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

NOTICE OF INTENT. Submitted To: Bremo Power Station 1038 Bremo Bluff Road Bremo Bluff, VA 23022

NOTICE OF INTENT. Submitted To: Bremo Power Station 1038 Bremo Bluff Road Bremo Bluff, VA 23022 NOTICE OF INTENT TO CLOSE INACTIVE CCR SURFACE IMPOUNDMENTS NOTICE OF INTENT Bremo Power Station Submitted To: Bremo Power Station 1038 Bremo Bluff Road Bremo Bluff, VA 23022 Submitted By: Golder Associates

More information

FEB 2016 COUNTY MAP NTS

FEB 2016 COUNTY MAP NTS COUNTY MAP NTS MILWAUKEE COUNTY SHEET INDEX N. 76TH STREET N. 70TH STREET N. 60TH STREET PROJECT LOCATION N. PARK PLAZA COURT ALDI'S SITE N. 51ST STREET SHEET SHEET TITLE G1 TITLE SHEET G2 GENERAL SYMBOLS

More information

ROADWAY SECTION PRINCIPAL ARTERIAL 2-01

ROADWAY SECTION PRINCIPAL ARTERIAL 2-01 ROADWAY SECTION PRINCIPAL ARTERIAL 2-01 ROADWAY SECTION MINOR ARTERIAL COMMERCIAL/MIXED USE 2-02 ROADWAY SECTION MINOR ARTERIAL REDISENTIAL 2-03 ROADWAY SECTION COLLECTOR COMMERCIAL MIXED USE 2-04 ROADWAY

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

Buffer Zone (BZ) Stream Protection. The width and plant composition of a buffer zone will determine its effectiveness.

Buffer Zone (BZ) Stream Protection. The width and plant composition of a buffer zone will determine its effectiveness. Buffer Zone (BZ) Figure BZ-1 Buffer Zone in Agricultural Area Practice Description A buffer zone is a strip of plants adjacent to land-disturbing sites or bordering streams, lakes, and wetlands that provides

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

5. LOW IMPACT DEVELOPMENT DESIGN STANDARDS

5. LOW IMPACT DEVELOPMENT DESIGN STANDARDS 5. LOW IMPACT DEVELOPMENT DESIGN STANDARDS Low Impact Development (LID) requires a shift in stormwater management away from conveying runoff to a small number of downstream points through hydraulically

More information

A DIVISION OF L & M SUPPLY EROSION CONTROL BLANKETS, WATTLES AND LOGS

A DIVISION OF L & M SUPPLY EROSION CONTROL BLANKETS, WATTLES AND LOGS A DIVISION OF L & M SUPPLY EROSION CONTROL BLANKETS, WATTLES AND LOGS S SERVICE QUALITY INTEGRITY ABOUT U.S. EROSION CONTROL PRODUCTS U.S. EROSION CONTROL PRODUCTS was founded on the basis of bringing

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

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

Soil Reclamation and Site Reinstatement

Soil Reclamation and Site Reinstatement APPENDIX 6 Soil Reclamation and Site Reinstatement Purpose To undertake soil reclamation, erosion protection, Site restoration and reinstatement, taking into account natural processes, operational requirements

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

Summary of Changes in the DRAFT Rivers Project Natural Resource Master Plan from the 2001 approved plan to 2014 plan

Summary of Changes in the DRAFT Rivers Project Natural Resource Master Plan from the 2001 approved plan to 2014 plan Summary of Changes in the DRAFT Rivers Project Natural Resource Master Plan from the 2001 approved plan to 2014 plan The entire Master Plan format and layout has been changed to comply with regulation

More information

Information for File # ARC

Information for File # ARC Information for File # 2015-02781-ARC Applicant Corps Contact Enbridge Energy, Limited Partnership Andrew R Chambers Address 600 South Lake Avenue, Suite 211, Duluth, MN 55802 E-Mail Andrew.R.Chambers@usace.army.mil

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

RECOMMENDED BEST MANAGEMENT PRACTICES FOR RESTORATION OF WETLANDS AFTER TEMPORARY IMPACTS

RECOMMENDED BEST MANAGEMENT PRACTICES FOR RESTORATION OF WETLANDS AFTER TEMPORARY IMPACTS RECOMMENDED BEST MANAGEMENT PRACTICES FOR RESTORATION OF WETLANDS AFTER TEMPORARY IMPACTS Prepared in partial fulfillment of a U.S. Environmental Protection Agency State Wetland Program Development Grant

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

CHAPTER 4. SPECIAL CONDITION EROSION CONTROL MEASURES

CHAPTER 4. SPECIAL CONDITION EROSION CONTROL MEASURES CHAPTER 4. SPECIAL CONDITION EROSION CONTROL MEASURES 4.1 INFILTRATION BASIN AND TRENCH Figure 4.1. Infiltration basin and trench (Source: Department of Civil, Construction, and Environmental Engineering,

More information

KENT COUNTY STORMWATER MAINTENANCE DISTRICT STORMWATER BMPs MAINTENANCE TASKS AND RESPONSIBILITIES GUIDANCE DOCUMENT BIO-RETENTION FACILITIES

KENT COUNTY STORMWATER MAINTENANCE DISTRICT STORMWATER BMPs MAINTENANCE TASKS AND RESPONSIBILITIES GUIDANCE DOCUMENT BIO-RETENTION FACILITIES BIO-RETENTION FACILITIES (for all basins / BMPs) Annually Prepare Operation and Maintenance Plan. Clearly outline how vegetation in the facility and its buffer area will be managed or harvested in the

More information

SPL-2.2 MECHANICALS POOL LAWN. 3rd FLOOR TERRACES AMENITY RESTAURANT 230 EAST AVENUE AMENITY NORWALK, CT

SPL-2.2 MECHANICALS POOL LAWN. 3rd FLOOR TERRACES AMENITY RESTAURANT 230 EAST AVENUE AMENITY NORWALK, CT 8 8 CONCRETE RAMP WOOD STEPS SWIMMING POOL 8 METAL POOL ENCLOSURE FENCE 9 SINGLE LEAF METAL GATE 0 LAWN HANGING CANOPY WITH DOWN LIGHTS METAL & GLASS AWNING AMENITY ROOM WITH FOLDING GLASS WALLS CONCRETE

More information

Erosion Control for Home Builders in the. City of Jacksonville

Erosion Control for Home Builders in the. City of Jacksonville Erosion Control for Home Builders in the City of Jacksonville Eroding construction sites are a leading cause of water quality problems in Jacksonville. For every acre under construction, about a dump truck

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

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

Table 4.7.1: Swales Potential Application and Storm Water Regulation

Table 4.7.1: Swales Potential Application and Storm Water Regulation 4.7. Swales A swale is a vegetated open channel, planted with a combination of grasses and other herbaceous plants, shrubs, or trees. A traditional swale reduces peak flow at the discharge point by increasing

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

SHEET L-5 SHEET L-4 SHEET L-7

SHEET L-5 SHEET L-4 SHEET L-7 LEGEND COAL CREEK DRIVE 8' - 2' HT. BLOCK 32 30 EIGHTH AVENUE 35 29 28 5 TRACT 'C' 36 SHEET L-5 BLOCK SIXTH AVENUE 3 2 52 50 3 4 TRACT 'E' 49 37 5 TRACT 'A' BLOCK 38 26 6 48 25 SHEET L-3 39 24 BLOCK 23

More information

Vegetated Filter Strips and Buffers

Vegetated Filter Strips and Buffers 3.15 Sediment Control Description: Buffer strips (existing vegetation) and filter strips (planted vegetation) are sections of vegetated land adjacent to disturbed areas. They are designed with low slopes

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

PROTECTIVE MEASURES FOR TREES DURING CONSTRUCTION

PROTECTIVE MEASURES FOR TREES DURING CONSTRUCTION PROTECTIVE MEASURES FOR TREES DURING CONSTRUCTION NO CONSTRUCTION OR EXCAVATION IS TO OCCUR ON LOTS THAT REQUIRE TREE PRESERVATION UNTIL PROPER APPROVALS HAVE BEEN GIVEN BY A CITY ARBORIST 1. When trees

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

I N D U S T R I A L Y A R D S

I N D U S T R I A L Y A R D S I N D U S T R I A L Y A R D S GEOTEXTILES INDUSTRIAL YARDS 1.0 Features of INDUSTRIAL PG 2 YARDS 2.0 How Typar geotextiles PG 2 work 4.0 Installation guide PG 7 5.0 Overlap and joining PG 8 6.0 Setting

More information

Insert Community Name. Homeowner Guide for On-Site Stormwater BMP Maintenance and Care

Insert Community Name. Homeowner Guide for On-Site Stormwater BMP Maintenance and Care Insert Community Name Homeowner Guide for On-Site Stormwater BMP Maintenance and Care Insert Community Name Homeowner Guide for On-Site Stormwater BMP Maintenance and Care Hello! Welcome to the neighborhood.

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

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

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

Structural Stormwater Best Management Practices

Structural Stormwater Best Management Practices Structural Stormwater Best Management Practices for Small Commercial and Residential Applications Timothy Bruno Watershed Manager PA Department of Environmental Protection What are STRUCTURAL BMPs? Physical

More information

Operations and Maintenance Plan

Operations and Maintenance Plan Civil Engineering Land Surveying Environmental Consulting Landscape Architecture Operations and Maintenance Plan for Solar Panel Facility Haverhill, MA Prepared By: Hancock Associates #19168 Prepared For:

More information

COMPLIANCE CHECKLIST HILLSIDE RESIDENTIAL DESIGN GUIDELINES MANUAL

COMPLIANCE CHECKLIST HILLSIDE RESIDENTIAL DESIGN GUIDELINES MANUAL COMPLIANCE CHECKLIST HILLSIDE RESIDENTIAL DESIGN GUIDELINES MANUAL The following checklist summarizes development guidelines and standards. See the appropriate section for a complete explanation of the

More information

Deb Grube, Sr. Zoning Officer

Deb Grube, Sr. Zoning Officer Deb Grube, Sr. Zoning Officer Wisconsin Department of Natural Resources Administrative Code NR 115 under the authority of Wisconsin Statute 59.692, establishes and provides that shoreland zoning regulations

More information

Low Density Projects. Design Objective

Low Density Projects. Design Objective E-1. Low Density Projects Design Objective Low density projects are not required to be equipped with Stormwater Control Measures (SCMs) in exchange for limiting their built-upon area, maximizing dispersed

More information

Tentatively Selected Plan within Harlem River, East River and Western Long Island Sound Planning Region. First Level Costs. Federal Non-Federal Total

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),

More information

REMOVE 20' OF STONE WALL C.C.B. REBUILD 20' OF R=1,000.00' L=130.00' CONSTRUCTION STONE WALL ENTRANCE PER DETAIL R=1,000.00' L=65.09' DMH U.P. HYD.

REMOVE 20' OF STONE WALL C.C.B. REBUILD 20' OF R=1,000.00' L=130.00' CONSTRUCTION STONE WALL ENTRANCE PER DETAIL R=1,000.00' L=65.09' DMH U.P. HYD. 45.2' EROSION CONTROL NOTES: 1. EROSION CONTROLS SHALL BE INSTALLED PRIOR TO ANY EXCAVATION. EROSION CONTROLS SHALL BE MAINTAINED IN GOOD CONDITION AT ALL TIMES. EROSION CONTROLS SHALL REMAIN UNTIL SUCH

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

Stormwater Drainage Assessment For Single Family Residence

Stormwater Drainage Assessment For Single Family Residence Stormwater Drainage Assessment For Single Family Residence Project Name: SEADER SFD Project Address: 2301 NE Perkins Way, Lake Forest Park, King County WA. Parcel Number(s): Tax Parcel No. 86659-00181

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

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

Bioretention and Permeable Pavement Maintenance

Bioretention and Permeable Pavement Maintenance Bioretention and Permeable Pavement Maintenance Fouad H. Jaber, PhD, PE Associate Professor and Extension Specialist Biological and Agricultural Engineering Texas A&M AgriLife Extension Dallas Research

More information

PR 2 PM 3 PR 2 PR 2 BIORETENTION AND FOREBAY PLANTINGS (IN HATCHED AREA) TO INCLUDE: NORTHERN BAYBERRY (MORELLA PENSYLVANICA) VIRGINIA ROSE (ROSA VIRGINIANA) SWITCH GRASS (PANICUM VIRGATUM) DWARF HUCKLEBERRY

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

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

Chesapeake Energy Center. Submitted To: Chesapeake Energy Center 2701 Vepco Street Chesapeake, VA 23323

Chesapeake Energy Center. Submitted To: Chesapeake Energy Center 2701 Vepco Street Chesapeake, VA 23323 NOTICE OF INTENT TO CLOSE INACTIVE CCR SURFACE IMPOUNDMENT NOTICE OF INTENT Chesapeake Energy Center Submitted To: Chesapeake Energy Center 2701 Vepco Street Chesapeake, VA 23323 Submitted By: Golder Associates

More information

Nick Sigmund, Sr. Zoning Officer

Nick Sigmund, Sr. Zoning Officer Nick Sigmund, Sr. Zoning Officer Wisconsin Department of Natural Resources Administrative Code NR 115 under the authority of Wisconsin Statute 59.692, establishes and provides that shoreland zoning regulations

More information