CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN CBMPP Files... · 2021. 2. 3. · The Design Component...

CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN

FOR ALDOT PROJECT NUMBER

project number project location/description

county stormwater permit sequence number

RESPONSIBLE OFFICIAL:

responsible official ALDOT Region Engineer for Don T. Arkle, P.E., ALDOT Chief Engineer

CBMPP COMPILER:

CBMPP compiler company, title

DESIGN QUALIFIED CREDENTIALED PROFESSIONAL:

CBMPP certifier company, title

OPERATIONAL QUALIFIED CREDENTIALED PROFESSIONAL:

operational QCP ALDOT Stormwater Coordinator

STPAA-HSIP-0302(500)RESURFACING, PLANING AND 2 FT SAFETY WIDENING ON SR-302 (WEST MCKINNON

STREET) FROM SR-12 (US-84) TO SR-122

COFFEE COUNTYSTORMWATER PERMIT SEQUENCE NUMBER 1980

Steven C. Graben, P.E.ALDOT Region Engineer for Edward N. Austin, P.E., ALDOT Chief Engineer

Daniel SandersALDOT Southeast Region, Troy Area, Retired State Employee

LeeAnn B. Williams, P.E.ALDOT Southeast Region Stormwater Engineer

Brian Lassiter, CPESCALDOT Southeast Region, Troy Area, Retired State Employee

ALDOT CBMPP Version December 2016

INDEX

CBMPP Explanation CBMPP Certifications ALDOT Contact Information

CBMPP DESIGN COMPONENT

I. Project Information

a. ADEM NPDES Notice of Intent

b. Project Plan Checklist

c. Soil Properties

d. Hydraulics/Hydrology

II. Environmental Concerns and Commitments

a. Environmental Concerns

b. Environmental Commitments

III. Environmental Best Management Practices

a. Project Specific Best Management Practices

i. ALDOT Project Specific Special Provisions

ii. ALDOT Special Project Details

b. Standard Best Management Practices

i. 2012 ALDOT Standard Specifications and General Application Special Provisions

ii. 2017 ALDOT Special Drawings

iii. ALDOT Construction Manual – Section 2.5 Construction Stormwater

iv. ALDOT Approved Treatment Chemicals

CBMPP OPERATIONAL COMPONENT

IV. Contractor Submitted Components

V. Inspections and CBMPP Review Log

VI. Rainfall Journal and Rain Gauge Log

VII. Regulatory Documentation and Actions Log

VIII. CBMPP Modifications Log

2018

2020

ALDOT CBMPP Version October 2020


CBMPP Explanation This ALDOT Construction Best Management Practices Plan (CBMPP) is intended to satisfy the requirements of the Alabama Department of Environmental Management (ADEM) Administrative Code and the National Pollutant Discharge Elimination System (NPDES) Construction General Permit. This CBMPP is also a means to gather and communicate environmental concerns, commitments, and contract requirements to ALDOT design and construction personnel as well as Contractors. This document, all referenced or attached documents, and those posted on the Electronic CBMPP webpage together constitute the CBMPP for this project. This CBMPP is provided to ALDOT Contractors prior to project letting. The CBMPP is comprised of two main components; a Design Component and an Operational Component. The Design Component is created and updated during the planning and design phase by ALDOT and/or consultant design personnel. The Design Qualified Credentialed Professional (QCP) certifies the Design Component of the CBMPP as having addressed all known environmental concerns, and that these concerns have been addressed in the project design. The Operational Component is created and updated during the construction phase by ALDOT project personnel and contractor personnel. The Operational Qualified Credentialed Professional (QCP) certifies that the Design Component will be adhered to as closely as possible, and that the Operational Component will be created, updated, and adhered to during construction of the project. This CBMPP is to be maintained at the Project Office during active construction on the project and retained with the project records after project completion. The CBMPP is to be made available to all project staff including all Contractors, ALDOT staff, and Regulators.


Design QCP Certification of Completion

I certify under penalty of law that the Design Component of this CBMPP and all attachments were compiled under my

direction or supervision and are consistent with applicable ADEM Administrative Code and the National Pollutant Discharge Elimination System (NPDES) Construction General Permit. I further certify that all known environmental concerns and

commitments, as noted in Section 11., were considered and addressed during the creation of the Design Component of this

CBMPP and the design reflected in the project plans. This CBMPP and any BMPs meets or exceeds the technical standards

and guidelines of The Alabama Handbook and current industry standards. The Design Component of this CBMPP as submitted

is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for

submitting false information, including the possibility of fine and imprisonment for knowing violations.

LeeAnn B. Williams, P.E. ALDOT Southeast Region Stormwater Engineer

STPAA-HSIP-0302(500) COFFEE COUNTY


Operational QCP Certification of Receipt and Responsibility

I certify under penalty of law that the Design Component of this CBMPP and all attachments will be adhered to in a manner

consistent with applicable ADEM Administrative Code and the National Pollutant Discharge Elimination System (NPDES)

Construction General Permit. I further certify that modifications and additions to the Operational Component of this CBMPP

will be made under my direction or supervision and that the Operational Component of this CBMPP will be, to the best of my

knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false

information, including the possibility of fine and imprisonment for knowing violations.

STPAA-HSIP-0302(500)

COFFEE COUNTY


Date:/<l?r ZIJ-ZO


ALDOT Contact Information RESPONSIBLE OFFICIAL: responsible official ALDOT Region Engineer for Don T. Arkle, P.E., ALDOT Chief Engineer street address city, state zip business phone Phone business fax Fax email DESIGN QUALIFIED CREDENTIALED PROFESSIONAL: CBMPP certifier company, title street address city, state zip business phone Phone business fax Fax email OPERATIONAL QUALIFIED CREDENTIALED PROFESSIONAL: operational QCP ALDOT Stormwater Coordinator street address city, state zip business phone Phone business fax Fax email

Steven C. Graben, P.E.ALDOT Region Engineer for Edward N. Austin, P.E., ALDOT Chief Engineer100 Capital Commerce Blvd. Suite 210, Bldg BMontgomery, AL 36117Phone 334-353-6853Fax [email protected]

LeeAnn B. Williams, P.E.ALDOT Southeast Region Stormwater EngineerCapital Commerce Center,100 Capital Commerce Blvd., Suite 210, Building BMontgomery, Alabama 36117Phone 334-353-6881Fax [email protected]

Brian Lassiter, CPESCALDOT Southeast Region, Troy Area, Retired State Employee299 Elba HighwayTroy, Alabama 36079Phone 334-807-8777Fax [email protected]



I.a. ADEM NPDES Notice of Intent


1980January 06, 2021 - 12:36:17

NOTICE OF INTENT - GENERAL PERMIT NUMBER ALR100000

Mail to: Alabama Department of Environmental ManagementWater DivisionStormwater Management BranchPost Office Box 301463Montgomery, Alabama 36130-1463

SITES LESS THAN ONE ACRE BUT ARE PART OF A LARGER COMMON PLAN OR DEVELOPMENT OR SALE

OTHER INFORMATION AS NEEDED. PLEASE TYPE OR PRINT LEGIBLY IN INK.

NPDES PERMIT NUMBER ALR100000 IS A GENERAL PERMIT AUTHORIZING DISCHARGES ASSOCIATED WITHCONSTRUCTION ACTIVITIES THAT RESULT IN A TOTAL LAND DISTURBANCE OF ONE ACRE OR GREATER AND

PLEASE COMPLETE ALL QUESTIONS. INCOMPLETE OR INCORRECT ANSWERS, OR MISSING SIGNATURES WILL DELAYPROCESSING. IF SPACE IS INSUFFICIENT, CONTINUE ON AN ATTACHED SHEET(S) AS NECESSARY. ATTACH CBMPP AND

Responsible Official Phone NumberPermittee Name (Legal Name)

Modification:Initial: I. PERMITTEE INFORMATION Transfer: Renewal: Previous ALR

Steven C. Graben, PE, ALDOT Region Engineer

Montgomery, AL 36117

Montgomery, AL 36117

Responsible Owner/Operator or Official, and Title

City, State and Zip

Responsible Official (RO) Street/Physical Address City, State and Zip

Responsible Official (RO) Mailing Address

Responsible Official E-Mail Address

Corporation Individual Sole Proprietorship Partnership LLC LLP

100 Capitol Commerce Blvd., Suite 210, Bldg. B

100 Capitol Commerce Blvd., Suite 210, Bldg. B

[email protected]

II. FACILITY INFORMATION

Government Agency Other

RESURFACING, PLANING AND 2 FT SAFETY WIDENINGON SR-302 (WEST MCKINNON STREET) FROM SR-12 (US-84)TO SR-122

Brian E. Lassiter, CPESC, ALDOT Troy Area StormwaterCoordinator

STPAA-HSIP-0302(500) PS1980

ZipCity County(s)NEW BROCKTON 36351 COFFEE

Facility Street Address or Location Description Facility Contact Phone Number

Facility Contact and TitleFacility/Site Name

Facility Contact Company Name

ALABAMA DEPARTMENT OF TRANSPORTATION

(334) 807-8777

(334) 353-6853ALABAMA DEPARTMENT OF TRANSPORTATION

Beginning / Ending Project Latitude and Longitude Facility Contact e-Mail Address:

31° 23' 51" 85° 55' 57" 31° 23' 09" 85° 55' 46" [email protected]

Detailed Directions to the Site

RESURFACING, PLANING AND 2 FT SAFETY WIDENING ON SR-302 (WEST MCKINNON STREET) FROM SR-12 (US-84) TOSR-122

III. ACTIVITY DESCRIPTION

Brief Description of Construction / Land disturbance activity(s): PREVENTATIVE MAINTENANCE LEVEL 2W/ SAFETY WIDEN

Primary NAICS Code: 237310Primary SIC Code: 1611

IV. PROPOSED SCHEDULE

(For Modifications Only) Brief description of the action / change that has resulted in the request for permit modification:

Anticipated Activity Schedule: Completion date:Commencement date: 02/28/2022

Area of the Registered site: 4Total disturbed area in acres:Total site area in acres:

02/26/2021

27

V. PRIORITY CONSTRUCTION SITE

copy of the CBMPP that meets or exceeds the requirements of Parts III A. and E. of the construction stormwater general permit.Yes NoIs this a Priority Construction Site as defined by Part V of the construction stormwater general Permit? If yes, attach/submit a

Page 1 of 3 ADEM Form 24 XX/16 m1

1980January 06, 2021 - 12:36:17

VI. TOPOGRAPHIC MAP SUBMITTAL

Please attach a recent 7.5 minute series USGS topographic map(s) no larger than 11 by 17 inches (several pages may be necessary), showing the locationof the Facility including site boundaries, area of disturbance, a 1 mile radius, perennial, intermittent, and ephemeral streams, lakes/springs/wells/wetlands and contour lines. The map should also show the point(s) at which stormwater runoff will exit (outfall) the facility and thepoint(s) where stormwater runoff from the site will enter the receiving water.

VII. RECEIVING WATERS

List name of receiving water(s), latitude & longitute (decimal or deg, min, sec) of location(s) that run-off enters the receiving water, and the waterbody

classification. Please refer to ADEM Admin. Code 335-6-11 for a detailed list of water use classifications. (Attach a seperate list if necessary)

Yes NoAre there any surface waters within 25 feet of your project's earth disturbances?

See Attached

VIII. GENERAL INFORMATION

Will flocculants or other chemical stabilization products be used on this site? Yes No

IX. QUALIFIED CREDENTIALED PROFESSIONAL (QCP) CERTIFICATION

X. OPERATOR - RESPONSIBLE OFFICIAL SIGNATURE

Receiving Water Latitude Longitude Waterbody Classification

Registration / Certification 31264

Date SignedSignature

QCP Designation/Description: LeeAnn Williams, PE

Address 100 Capital Commerce Blvd., Suite 210, Bldg. B, Montgomery, AL 36117

Name and Title (type or print) LeeAnn Williams, PE, Montgomery Area Stormwater Engineer Phone Number (334) 353-6881

"I certify under penalty of law that a comprehensive Construction Best Management Practices Plan (CBMPP) for the prevention and minimization of allsources of pollution in stormwater and authorized related process wastewater runoff has been prepared under my supervision for this site/activity, andassociated regulated areas/activities. The CBMPP meets the requirements of this permit and if properly implemented and maintained by the operator,discharges of pollutants in stormwater runoff can reasonably be expected to be effectively minimized to the maximum extent practicable according tothe requirements of ADEM Administrative Code Chapter 335-6-6-.23 and this Permit. The CBMPP describes the erosion and sediment controlmeasures that must be fully implemented and regularly maintained as needed at the permitted site in accordance with sound sediment and erosioncontrol practices to ensure the protection of water quality."

Pursuant to ADEM Administrative Code Rule 335-6-6-.09, this NOI must be signed by a Responsible Official of the permittee who is the operator,owner, the sole proprietor of a sole proprietorship, a general/controlling member or partner, a ranking elected official or other duly authorizedrepresentative for a unit of government; or an executive officer of at least the level of vice-president for a corporation, having overall responsibility anddecision making for the site/activity. "I certify under penalty of law that this form, the CBMPP, and all attachments were prepared under my directionor supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.Based on my inquiry of the qualified credentialed professional (QCP) and other person or persons who manage the system or those persons directlyresponsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, correct, and complete.I am aware that there are significant penalties for submitting false information including the possibility of fine or imprisonment for knowing violations.I certify that this form has not been altered, and if copied or reproduced, is consistent in format and identical in content to the ADEM approved form.I further certify that the proposed discharges described in this registration have been evaluated for the presence of any non-construction and/orcoal/mineral mining stormwater, or process wastewaters have been fully identified."

Signature Date Signed

Name and Title (type or print) Steven C. Graben, PE, ALDOT Region Engineer Official Title ALDOT Region Engineer


1980January 06, 2021 - 12:36:17

NOTICE OF INTENT - GENERAL PERMIT NUMBER ALR100000ATTACHMENTS

VII. RECEIVING WATERS

Waterbody ClassificationLatitude LongitudeReceiving WaterFW31° 23' 52" 85° 57' 57"UT Bucks Mill Creek1.0

FW31° 23' 51" 85° 57' 56"UT Bucks Mill Creek2.0

FW31° 23' 51" 85° 57' 54"UT Bucks Mill Creek3.0

FW31° 23' 49" 85° 57' 45"UT Harpers Mill Creek4.0




FW31° 23' 39" 85° 56' 59"UT Harpers Mill Creek7.A

FW31° 23' 38" 85° 56' 58"UT Harpers Mill Creek7.B


FW31° 23' 29" 85° 56' 18"Harpers Mill Creek9.0



FW31° 23' 31" 85° 56' 28"UT Harpers Mill Creek11.A

FW31° 23' 31" 85° 56' 28"UT Harpers Mill Creek11.B


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LEGEND Primary Discharge Point/Outfall XX.O Secondary Discharge Point/Outfall XX.AA,B etc Background Point XX.1,2 etc


I.b. Project Plan Checklist Detailed project information relevant to environmental design, protection, and compliance is located in the plan set. Information contained in the plan sheets satisfies the requirements of the ADEM Administrative Code and the NPDES Construction General Permit. Please reference the following applicable plan sheets. Their location within the plan set can be found on sheet 1A, the Index to Sheets.

Yes

No

Plan Sheet Name

Plan and Profile Sheets

Utility Sheets

Sequence of Construction

Erosion & Sediment Control Plans

Erosion & Sediment Control Schematics

Hydraulic Data Sheet

Drainage Sections

Soil Boring Logs

Cross Sections



I.c. Soil Properties


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I.d. Hydraulics/Hydrology

Pre/Post Development Flow Statement (select all applicable statements):

There will be no significant difference in pre- and post- development peak flows.

There will be no significant difference in pre- and post- development hydraulic velocities.

There will be no significant difference in pre- and post- development runoff volume.

Hydraulic Analysis (select one):

A hydraulic analysis was conducted for this project using ____________________ . Calculations are available upon request.

Hydraulic calculations were not performed due to ____________________ .

Anticipated Rainfall Conditions

The following information was obtained from (select all that apply):

NOAA’s National Weather Service Hydrometeorological Design Studies Center Precipitation Frequency Data Server (NOAA Atlas 14)

USDA’s National Resources Conservation Service eFOTG Alabama Supplements to the National Engineering Field Handbook – Chapter 2

Other

Minimum Design Storm for Temporary BMPs = 2-year frequency, 24-hour duration = inches

Other 2-year Frequency Events (inches) 30 min 1 hr 2 hr 3 hr 6 hr 12 hr 2 day 4 day 7 day 10 day

Average Monthly Precipitation (inches) Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Other Hydraulics/Hydrology Notes

Not Applicable

_________________________________________________.

NO MAJOR CONSTRUCTION ACTIVITY

4.82

1.57 2.11 2.66 2.98 3.55 4.16 5.56 6.35 7.24 8.05

5.32 5.39 6.8 4.04 4.6 4.83 6.04 4.52 3.9 2.87 4.2 5.22

Not Applicable



II.a. Environmental Concerns Environmental Review

The location of this project has not been reviewed in accordance with FHWA’s required NEPA procedures. explanation

The location of this project has been reviewed in accordance with FHWA’s required NEPA procedures. (select one of the following): Categorical Exclusion Programmatic Exclusion

Finding of No Significant Impact Environmental Impact Statement

The area reviewed for environmental concerns includes the limits of all work areas anticipated to be impacted by the project.

Environmental Concerns Found (select all that apply):

Priority Construction Site (select one of the following Discharge conditions): 303(d) Listed – Impaired by Turbidity, Siltation, or Sedimentation TMDL Finalized/Approved – Impaired by Turbidity, Siltation, or Sedimentation Outstanding Alabama Water Use Classification Outstanding Natural Resource Water Use Classification Treasured Alabama Lake Use Classification Other

Jurisdictional/Navigable Waters of the State including Wetlands

Groundwater Well

Threatened/Endangered Species and/or Habitat

Historical/Archaeological Site

Hazardous Materials Location (Paint, Asbestos, Underground Storage Tank, other)

Proximity to Existing Municipal or Public Water Intake (½ Mile Upstream or ¼ Mile Downstream)

Potential Pollutants (select all that apply):

This project will expose erodible material and thus create a potential source of sediment.

Fuels, oils, and other chemicals associated with motorized equipment and vehicles may be present.

Construction and worker debris may be present.

See Section III. of this document for additional information regarding pollution prevention requirements.

Other Environmental Concerns or Design Considerations

Not Applicable

Minimal Disturbance and no R.O.W. to be acquired

Not Applicable



II.b. Environmental Commitments

Permits, Agreements, Clearances, Easements (note applicability for each)

Yes

No

Commitment Type Identification No.

Applied Received Expires

(Date) (Date) (Date) NPDES MS4 Permit USACOE 404 Individual Permit1 USACOE 404 Nationwide Permit1

Corps Notification - Required Not Required EPA FEMA TVA U. S. Coast Guard U. S. Fish & Wildlife / Endangered Species Historical/Archaeological Clearance Hazardous Materials Clearance FERC Approval

Note1: This project is covered under a USACOE 404 permit, and thus, it is exempt from the Construction General Permit’s requirement to provide and maintain a 25-foot undisturbed natural buffer. However, the project will utilize BMPs to treat stormwater discharges from earth disturbances within 25 feet of the surface water to the maximum extent practicable.

Soil Exposure

This project has 0 acres of ADEM NPDES permitted disturbance.

The project maximum area of exposed erodible material at one time is limited to 17 acres, or the permitted disturbance acreage, whichever is less. Turbidity Monitoring and Construction Stormwater Sampling Not Required

Required for ALL drainage areas at the associated Primary Stormwater Discharge and Background Points

Required for SELECT drainage areas at the associated Primary Stormwater Discharge and Background Points Selected sites: list sites

Other Environmental Commitments, Obligations, or Expectations

Not Applicable

Documentation follows addressing all Environmental Commitments noted below. ADEM NPDES Construction General Permit NOI and Receipt Letter are located in Section I. of this document.

SAM-2016-00407-MBM 01-06-17 03-19-17 03-18-22

4 acres of ADEM NDPES permitted disturbance.

17 acres, or the permitted disturbance

list sites

Not Applicable



INSERT FINAL DOCUMENTATION

OF ALL ENVIRONMENTAL

COMMITMENTS

8.5” x 11” Preferred 11” x 17” Maximum

THIS PAGE TO BE REMOVED/REPLACED



III.a. Project Specific Best Management PracticesTHE FOLLOWING SHEETS INCLUDE INFORMATION FOR BMP PLACEMENT OF DISCHARGE POINTS 1 THRU 11.

1) TYPICAL MINIMUM BMP PLACEMENT NARRATIVE2) MAPS SHOWING DISCHARGE POINT LOCATIONS3) TYPICAL BMP PLACEMENT SKETCHES (DISCHARGE POINTS 1-11)4) SCHEMATIC (SITE SPECIFIC BMP ITEMS FOR EACH DISCHARGE POINT)5) STORMWATER DISCHARGE POINT TABLE

PLAN SHEET NUMBER DESCRIPTION2 C PROJECT NOTE 206, 2072 D PROJECT NOTE 213, 900, 906, 907

PLACEMENT OF ALL BMP'S SHOWN SHALL BE AS REQUIRED AT EACH DISCHARGE POINT AS LISTED ON THE TEMPORARYEROSION AND SEDIMENT CONTROL PLAN SHEETS AND INSTALLED AS DETAILED IN THE ALDOT SPECIAL AND STANDARDHIGHWAY DRAWINGS. THE BMP'S LABELED "DITCH CHECK" REFERS TO ANY OF THE REQUIRED DITCH CHECK MATERIALSLISTED IN THE SITE SPECIFIC BMP ITEMS LIST. SANDBAGS, SILT FENCE, INLET PROTECTION STAGE 3 OR 4, WATTLES, ANDALL TYPES OF DITCH CHECKS SHALL BE INSTALLED AS DETAILED IN THE ALDOT SPECIAL AND STANDARD HIGHWAYDRAWINGS PRIOR TO ANY DISTURBANCE. PLACEMENT OF ANY EROSION CONTROL PRODUCT SHALL BE AS DETAILED INALDOT STANDARD SPECIFICATIONS. A MINIMUM OF TEN TO FIFTEEN FEET OF EXISTING FRONT SLOPE WILL BE RETAINEDWHERE APPLICABLE AND WILL SERVE AS A VEGETATED FILTER STRIP. THE EXISTING GRASS CHANNEL DITCH SHALL ALSO BEUTILIZED TO FILTER SEDIMENT BEFORE AND/OR BETWEEN DITCH CHECKS. A MINIMUM OF 100 FEET IN BOTH DIRECTIONSOF BOTH SIDES OF ALL DISCHARGE POINTS SHALL RECEIVE TEMPORARY SEEDING AND MULCHING THE SAME DAY AS THEDISTURBANCE AND AS DIRECTED BY THE ENGINEER TO PROVIDE SEDIMENT RETENTION AS NECESSARY UNTIL PERMANENTGRASS CAN BE ADEQUATELY ESTABLISHED. ALL BMP'S WILL BE IMPLEMENTED AND MAINTAINED IN ACCORDANCE WITHTHE "2019 ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ONCONSTRUCTION SITES AND URBAN AREAS" AND SHALL MEET OR EXCEED CURRENT INDUSTRY STANDARDS. THESESKETCHES ARE FOR INFORMATIONAL PURPOSES ONLY AND SHALL IN NOWAY SUPERSEDE THE 2018 ALDOT SPECIAL ANDSTANDARD HIGHWAY DRAWINGS, STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION MANUAL, THE GENERALAPPLICATION SPECIAL PROVISIONS, OR DIRECTION OF THE ENGINEER


4

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3.0

4.0

6.0

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8.0

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9.1

10.0

7.A

7.B

11.0

11.111

.A

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sandersd

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STPAA-HSIP-0302(500) MAP 1 OF 1 MAP

sandersd

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LEGEND Primary Discharge Point/Outfall XX.O Secondary Discharge Point/Outfall XX.AA,B etc Background Point XX.1,2 etc

CHECK

DITCH

CHECK

DITCH

CHECK

DITCH

CHECK

DITCH

WATTLES

WATTLES

WATTLES

WATTLES

APPLICATION W/WATTLES

"J HOOK" SILT FENCE

APPLICATION W/WATTLES

"J HOOK" SILT FENCE

GRASS DITCH

EXISTING

GRASS DITCH

EXISTING

GRASS DITCH

EXISTING

GRASS DITCH

EXISTING

OR POLYETHELENE

PRODUCT, TYPE S

EROSION CONTROL

CHECK

DITCH

STAGE 3 OR 4

INLET PROTECTION,

PRODUCT, TYPE C

EROSION CONTROL

SILT FENCE

WATTLES OR

SANDBAGS

WATTLES OR

SANDBAGS

WATTLES OR

SILT FENCE

WATTLES OR

(DO NOT DISTURB)

VEGETATED FILTER STRIP

10'-15' EXISTING

(DO NOT DISTURB)

VEGETATED FILTER STRIP

10'-15' EXISTING

POINT #

OR BACKGROUND

DISCHARGE

POINT #

OR BACKGROUND

DISCHARGE

POINT

SECONDARY

POINT

SECONDARY

POINT

SECONDARYPOINT

SECONDARY

CHECK

DITCH

FLOW

FL

OW

FL

OW

FL

OW

FL

OW

RO

AD

WA

Y

IN

LE

T

OR

OU

LE

T

IN

LE

T

OR

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OW

TYPICAL BMP PLACEMENT SKETCHTHE ITEMS SHOWN IN THIS SKETCH SHALL BE CHOSEN AS LISTED IN THE

BMP ITEMS LIST OR AS DIRECTED BY THE ENGINEER

DISCHARGE POINTS: 1.0,2.0,3.0,4.0,5.0,6.0,6.1,7.0,7.1,7.A.7.B,8.0,

9.0,9.1,10.0,11.0,11.1,11.A,11.B

POINT #

DISCHARGE

POINT #

DISCHARGE

#

# #

#

#

#

#

#


IF APPLICABLE, INSERT TSS%

LOAD REDUCTION SCHEMATIC




INSERT PROJECT SPECIFIC SPECIAL

PROVISIONS (Relevant to Environmental Protection)




III.b. Standard Best Management Practices ALDOT Standard Specifications and General Applications Special Provisions Contract specification requirements regarding environmental protection during construction may be found in the ALDOT Standard Specifications for Highway Construction or in the contract document in the form of a special provision. Special provisions may be General Application Special Provisions approved for general use and incorporation into the standard specifications in the future or as Project Specific Special Provisions created specifically for the project at hand. Please reference the following applicable 2012 ALDOT Standard Specifications sections.

106.01(b) Clearances and Acknowledgements for the Use of Offsite Areas - GASP 12-0399(3). 106.01(c) Operation of Offsite Pits and Waste Areas. 107.09 Construction Over or Adjacent to Waters of the United States. 107.12 Protection and Restoration of Property, Landscape and Utility Facilities. 107.13 Woodland Protection, Conservation, Abatement of Water Pollution and Quarantine Regulations. 107.14 Responsibility for Damage Claims. 107.21 Stormwater Management. 107.22 Environmental Protection and Spill Prevention. 107.23 Temporary Construction Encroachment into Streams, Water Bodies and Wetlands. 107.24 Permits for Pesticide Application. 108.04 Prosecution of Work. 201.03 Clearing and Grubbing. 205.03 Removal and Relocation of Structures. 206.04 Disposal of Materials. 210.03 Excavation and Embankment. 250.03 Removal of Underground Storage Tanks and Contaminated Soil. 521.04 Blast Cleaning, Mechanical Cleaning and Surface Roughness. 521.05 Containment System for Removal of Coating from Existing Bridge. 521.06 Collection and Disposal of Coating Material Waste from Existing Bridge. 521.07 Surface Preparation Plan Submittal for the Removal of Existing Coatings. 521.08 Final Cleaning of Blast Cleaned Surfaces. 521.14 Worker Protection. 524.03(a)2. Water Quality Protection 534 Cleaning Existing Drainage Structures. 650 Topsoil. 652 Ground Preparation, Vegetation Establishment and Mowing. 654 Solid Sodding. 656 Mulching for Vegetation Establishment. 659 Rolled and Hydraulic Erosion Control Products. 665 Temporary Soil Erosion and Sediment Control - GASP 12-0399(3). 666 Pest Control. 668 Pre-Emergent Herbicide Treatment. 669 Post-Emergent Herbicide Treatment. 672 Stormwater Turbidity Control - GASP 12-0575. 810 Geotextiles. 814 Riprap Materials. 860.01 Seed. 860.03 Mulching Material. 860.05 Solid Sod. 860.11 Rolled and Hydraulic Erosion Control Products.

2018



ALDOT Special Drawings Contract requirements regarding environmental protection during construction may be found in the form of construction detail drawings in the plan set or in the applicable ALDOT Special and Standard Highway Drawings book. Detail drawings found in the plan set are referred to as Special Project Details and consist of details that are not included in the Special and Standard Drawings book. Please reference the following applicable 2017 ALDOT Special Drawings.

Drawing No. Description Index No. ESC-100-1 Best Management Practice Reference Matrix 1160 ESC-100-2 Best Management Practice Reference Matrix 1160-A ESC-200-1 Typical Temporary Erosion/Sediment Control Applications 1161 ESC-200-2 Details of Temporary Slope Drain, Berms and Energy Dissipator 1161-A ESC-200-3 Details of Sediment Barrier Applications 1161-B ESC-200-4 Details of Silt Fence Installation 1161-C ESC-200-5 Details of Sediment Retention Barrier 1161-D ESC-300-1 Ditch Check Structures, Typical Applications and Details 1162 ESC-300-2 Details of Hay Bale Ditch Checks 1162-A ESC-300-3 Details of Sandbag Ditch Check 1162-B ESC-300-4 Details of Erosion Control Wattle Ditch Check 1162-C ESC-300-5 Details of Silt Dike Ditch Check 1162-D ESC-300-6 Details of Rock Ditch Check 1162-E ESC-300-7 Details of Rock Ditch Check with Sump Excavation 1162-F ESC-300-8 Details of Silt Fence Ditch Check 1162-G ESC-400-1 Inlet Protection Typical Applications and Details 1163 ESC-400-2 Inlet Protection Details for Coarse Aggregate on Grades & Sags 1163-A ESC-400-3 Inlet Protection Details of Wattles 1163-B ESC-400-4 Inlet Protection Details of Silt Fence 1163-C ESC-400-5 Inlet Protection Details of Sand Bags 1163-D ESC-501 Floating Basin Boom 1164 ESC-502 Stabilized Construction Entrance 1165 ESC-503 Temporary Dewatering Structures 1166 ESC-504 Temporary Culvert Stream Crossing 1167 ESC-505 Temporary Stream Diversion 1168 ESC-506-1 Suspended Pipe Diversion (Downstream) 1169 ESC-506-2 Suspended Pipe Diversion (Upstream) 1169-A ESC-507 Temporary Sedimentation Basin 1170 ESC-508 Flocculant Usage Guide 1171 ESC-509 Details of Rolled and Hydraulic Erosion Control Product Installation 1172

ALDOT Construction Manual – Section 2.5 Construction Stormwater ALDOT Construction Manual, Section 2.5 contains internal policies and procedures relating to construction stormwater. This manual is intended as a job specific guidance resource for ALDOT inspectors. It is utilized in addition to standard specifications, standard drawings, and contract specific documents.

2020


6650166502

6650666505

665076650866509

6651266513665146651566516665176651866519

6652266523665246652566526

66529665326653566538665416654466545665486720165901


ALDOT Approved Treatment Chemicals Contract requirements regarding flocculants and chemical stabilization during construction may be found in the form of contract pay items on the Quantities Sheets and their usage locations are shown on the Erosion and Sediment Control Sheets in the plan set. Proper usage requirements are included in the applicable 2017 ALDOT Special and Standard Highway Drawings book and applicable 2012 ALDOT Specifications. These products may only be used if they have been reviewed and included on the applicable approved products lists of the ALDOT Materials, Sources, and Devices with Special Acceptance Requirements Manual which is maintained on the ALDOT website. Safety Data Sheets and manufacturer’s dosage instructions for these products are also maintained on the ALDOT website. Please visit the applicable ALDOT webpages for the most current information. Specific products selected for use on a project and associated documentation is submitted as part of the Contractor’s Stormwater Management Plan and included in the CBMPP after project award.

Flocculants APS 700 Series Applied Polymer Systems EnviroPam (Granular) Innovative Turf Solutions FLOC Innovative Turf Solutions HaloKlear/StormKlear DBP-2100 & Gel Floc (System) HaloSource, Inc. Tackifiers FINN HydroStik FINN Corporation Tacking Agent 3 Profile Products EnviroPam (Granular) Innovative Turf Solutions Enviro-Tak Central Fiber Hydraulic Mulches Conwed Fibers Hydro Mulch 2000 Profile Products EcoFibre Plus Tackifier Profile Products Enviro-Mix Wood Fiber Blend Central Fiber HydroCover Wood Fiber with Tack Profile Products Hydro-Spray Wood with Tack Profile Products Second Nature Wood Fiber Blend Central Fiber SoilCover Wood Fiber with Tack Profile Products Terra-Wood with Tacking Agent 3 Profile Products Hydraulic Erosion Control Products Safe Slope Xtreme Landmark Earth Solutions ProMatrix Profile Products Ground Control HY-C3 East Coast HydraCM North American Green HydroStraw Bonded Fiber Matrix HydroStraw, LLC Bindex BFM American Excelsior EcoMatrix Profile Products Enviro-Matt Central Fiber Ground Control HY-C4 East Coast Hydra CX2 North American Green SprayMatt Central Fiber EnviroMatrix Central Fiber Flexterra HP-FGM Profile Products SprayMatrix Central Fiber EarthGuard Terra Novo, Inc.

20182020


CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN CBMPP Files... · 2021. 2. 3. · The Design Component...

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