SWPPP_WA_NPS_OLYM_11(9)_Lake_Crest_Rd_(US_HWY_101).pdf

Stormwater Pollution Prevention Plan s

For:

Rehabilitate Route 11, Lake Crescent Road (US HWY 101) and East Beach Road, WA NPS OLYM 11{9)

Clallum County, Washington

Federal Highway Administration, Western Federal Lands Highway Division

Project Engineer:-----------

General Contractor: ----------

Table of Contents

. SVVPPP/ESCP TABS

TAB 1: SWPPP/ESCP Narrative

TAB 2: NPDES Permit {Construction General Permit or Corresponding State Permit)

TAB 3: NOi, EPA/State Acknowledgement, Other Applicable EPA/State Correspondence

TAB 4: Delegation of Authority

TAB 5: Maps

TAB 6: Erosion/Sediment Control Plan Sheets (plan set and BMP typical details)

TAB 7: Permanent Stabilization and Revegetation Plan (plan sets and details)

TAB 8: SWPPP Amendment Log

TAB 9: Erosion/Sediment Control Inspection Reports and Requirements

TAB 10: Corrective Action Log

TAB 11: Water Quality Monitoring, Reporting Requirements, and Reports

TAB 12: Training Log

TAB 13: Waste and/or Borrow Site Information

TAB 14: Grading and Stabilization.Log

TAB 15: Hazardous Spill Plan

TAB 16: Other Applicable Permits{§ 404, § 401, Oregon Remove-Fill Permit)

TAB 17: NPDES Quality Assurance Checklist

TAB 18: NPDES Notice of Termination {NOT)

For Construction Activities at:

Project Name:

Project Site Location:

City, County, State, Zip Code:

SWPPP Prepared for:

Organization Name:

Address:

Telephone Number:

SWPPP Prepared by:

Name, Title:

Name, Title:

Company/Organization:

Address:

Telephone Number:

Rehabilitate Route 11, Lake Crescent Road (US HWY 101) and

East Beach Road, WANPS OLYM 11(9)

Lake Crescent, Washington

Port Angeles, Clallam County, Washington, 98362

FHWA, Western Federal Lands Highway Division

610 East Fifth Street

Vancouver, WA 98661-3801

360-619-7700

Shay Witucki, Environmental Protection Specialist

Jennifer Chariarse, Environmental Protection Specialist

FHWA, Western Federal Lands Highway Division

610 East Fifth Street

Vancouver, WA 98661-3801

360-619-7809

SWPPP Preparation Date: 07/11/2016

Estimated Construction Start Date: 02/27 /2017 Estimated Construction Completion Date:

06/23/2020

Estimated Revegetation Start Date: 06/15/2020 Estimated Revegetation Completion Date:

10/15/2021

TAB 1:

TAB2:

TAB3:

TAB4:

TABS:

TAB6:

TAB7:

TABS:

TAB9:

TAB 10:

TAB 11:

TAB 12:

TAB 13:

TAB 14:

TAB 15:

TAB 16:

TAB 17:

TAB 18:

SWPPP T ABs (SWPPP Inclusions)

SWPPP/ESCP Narrative

NPDES Permit (Construction General Permit or Corresponding State Permit)

NOI, EPA/State Acknowledgement, Other Applicable EPA/State Correspondence

Delegation of Authority

Maps

Erosion/Sediment Control Plan Sheets (plan set and BMP typical details)

Revegetation Plan (if applicable)

SWPPP Amendment Log

Inspection Reports

Corrective Action Log

Water Quality Monitoring, Reporting Requirements, and Reports (if applicable)

Training/Certification Log

Government-Selected Waste, Borrow, Staging Sites

Grading and Stabilization Log

Hazardous Spill Plan or SPCC

Threatened and Endangered Species and Historic Preservation (Section 106) Documentation

NPDES Quality Assurance Checklist

NPDES Notice of Termination (NOT)

SWPPP/ESCP NARRATIVE

SECTION 1: RESPONSIBLE PARTIES/CONTACT INFORMATION

1.1 Operator(s):

1.2 Construction Site SWPPP Contact(s):

1.3 SWPPP Prepared by:

1.4 NPDES Stormwater Permit

1.5 SWPPP Administrator

1.6 Permitting Authority for FHW A/WFLHD Projects

SECTION 2: PROJECT INFORMATION .......•..•........•...............•........•..•.......•......•............•... 4

2.1 Project Name and Location

2.2 Project Site Characteristics

SECTION 3: NATURE OF CONSTRUCTION ACTIVITY

3.1 General Description of Project and Scope of Work:

3.2 Sequence and Estimated Dates of Construction Activities

3.3 Potential Sources of Pollutants

SECTION 4: SITE MAPS ••.•......•............•.•.............................................•................•

SECTION 5: DISCHARGES

5.1 Allowable Non-Stormwater Discharges

5.2 Receiving Waters:

5.3 Water Quality Monitoring Requirements

SECTION 6: COMPLIANCE WITH OTHER APPLICABLE REQUIREMENTS

6.1 Endangered Species Protection

6.2 Historic Preservation

6.3 Safe Drinking Water Act Underground Injection Control Requirements

SECTION 7: EROSION AND SEDIMENT CONTROLS

7.1 Natural Buffers or Equivalent Sediment Controls

7 .2 Perimeter Controls

7 .3 Sediment Track-Out

7 .4 Stockpiled Soil or Other Erodible Materials

7 .5 Minimize Dust

[i]

7.6 Minimize Disturbance of Steep Slopes

7.7 Topsoil Conservation

7.8 Minimize Soil Compaction

7.9 Storm Drain Inlets and Culvert Inlets

7.10 Constructed Stormwater Conveyance Channels and Culvert Outlets

7.11 Sediment Basins

7.12 Chemical Treatment

7.13 Dewatering Practices

7.14 Erosion Control and Stabilization ..........................................................•

7.15 Removal of BMPs

7.16 Post Construction Measures •

SECTION 8: OPERATIONAL CONTROLS/GOOD HOUSEKEEPING MEASURES ... 32

8.1 Hazardous Spill Plan

8.2 Spills/Releases in Excess of Reportable Quantities

8.3 EquipmentNehicle Fueling and Maintenance Practices

8.4 EquipmentNehicle Washing

8.5 Material Handling and Waste Management

8.6 Designate Concrete Washout Areas

SECTION 9: INSPECTIONS

9.1 Inspection Frequency

9.2 Corrective Actions .......•

SECTION 10: DELEGATIONS OF AUTHORITY ......................................................••

SECTION 11: STAFF TRAINING

SECTION 12: CERTIFICATION AND NOTIFICATION

[ii]

1.1 Operator(s):

Organization Name:

Address:

Telephone Number:

Contractor and

FHW A, W estem Federal Lands Highway Division (WFLHD 610 East Fifth Street Vancouver, WA 98661-3801 360-619-7700

Note: Fill in all incomplete information following contract award date and prior to start of construction

(AK, ID, WA projects only) TBD General Contractor Name:

Address:

Telephone Number:

1.2 Construction Site SWPPP Contact(s):

Contractor and

Note: Fill in all incomplete information following contract award date and prior to start of construction

FHWA Contact Name:

Title:

Address:

Telephone Number:

General Contractor, Company:

(complete for all States) Erosion Control Supervisor Name:

(complete for all States) Address:

Telephone Number:

Project Engineer

1.3 SWPPP Prepared by:

Organization/Company:

Name, Position:

Role/Responsibility

Christopher Kelly, Environmental Protection Specialist SWPPP Preparer

[I]

Telephone Number: 360-619-7809 christopher.kell y@dot.gov Email:

Name, Position:

Ro le/Responsibility Telephone Number:

Jennifer Chariarse, Environmental Protection Specialist Environmental Specialist 360-619-7621

Email: j ennifer .chariarse@dot.gov

1.4 NPDES Stormwater Permit

The Applicable EP NState NPDES Stormwater Permit is located in 2. The Project NOI and EP NState Acknowledgement with NPDES Tracking Number is located in TAB 3.

1.5 SWPPP Administrator

The General Contractor (section 1.2) is responsible for maintaining the project SWPPP of Record. The General Contractor will provide a qualified Erosion Control Supervisor, who is responsible for managing the installation, maintenance, inspection, and reporting for erosion and sediment control measures, shall maintain and update the project SWPPP of Record and prepare all documentation required by the project NPDES stormwater permit and SWPPP.

The Erosion Control Supervisor (ECS) is identified in section 1.2 and his/her qualifications are documented in 12.

The FHW NWFLHD Project Engineer (PE) is the duly authorized representative of the FHW A for the purpose of overseeing compliance with the NPDES stormwater permit and SWPPP at the construction site. See Delegation of Authority TAB

All SWPPP documentation, revisions/updates, and reports will be approved/signed by both the General Contractor's ECS and the FHWA PE.

1.6 Permitting Authority for FHW A/WFLHD Projects

Delivery Confirmation documentation of the NOI is located in

The applicable EPNState NPDES permit is located in TAB 2

Idaho and Washington, Environmental Protection Agency EPA Region l 0

Alaska Department of Environmental Conservation (ADEC)

Montana Department of Environmental Quality (MDEQ)

Oregon Department of Environmental Quality (ODEQ)

Wyoming Department of Environmental Quality (WDEQ)

State Permitting Authority Alaska • ADEC is permitting authority for most discharges within the state EXCEPT for:

• EPA is the permitting authority for the Denali National Park and Preserve and Metlakatla Indian Reservation.

Idaho • EPA is pennitting authority for discharges within the state .

Montana • MDEQ is permitting authority for most discharges within the state EXCEPT for:

• EPA is the permitting authority for Indian Country lands within the state .

Oregon • ODEQ is permitting authority for most discharges within the state EXCEPT for:

• EPA is the permitting authority for Indian Countrv lands within the state .

[2]

Washington fll WDE is pennitting authority for most discharges within the state EXCEPT for:

fll EPA is pennitting authority for Federal Operators and Indian Country lands within the state Wyoming fll WDEQ is permitting authority for most discharges within the state EXCEPT for:

fll EPA is the permitting authority for Indian Country lands within the state

The NOI for Alaska projects (through the ADEC) can be filed electronically at Alaska Pollutant Discharge Elimination System Program The completed SWPPP will be submitted to either ADEC or the Municipality based on the project type and operator described in the ADEC CGP.

The NOI for projects in Idaho, Washington, Denali NP and Metlakatla Indian Reservation can be filed electronically at The EPA "'""""''.'""

The NOI for Montana can be filed through MDEQ following guidance at this~~~·

Oregon DEQ authorizes FHW A/WFLHD projects under the programmatic~~~~~~ (expired in 12/31/2005, administratively extended)

The NOI for Wyoming can be filed electronically at this "'""'"''1t,.

(3]

2.1 Project Name and Location

This basic site information is used to file for National Pollutant Discharge Elimination System (NPDES) permit coverage. Permit coverage is obtained by filing the Notice of Intent (NOI) after the SWPPP is complete.

Project Name:

Project Site Location:

City, County, State, Zip Code:

Rehabilitate Route 11, lake Crescent Road (US HWY 101) and East Beach Road

Lake Crescent, Washington

Port Angeles, Clallam County, Washington, 98362

Latitude/Longitude (Using Q!!£ of three possible formats) 1

Lake Crescent (US HWY 101) Start:

48.0722 ° N -123.9461 ° W

Lake Crescent (US HWY 101) Finish:

48.0810 ° N -123.7381 ° W

East Beach Road Start:

48.0938° N -123.8063 ° W

East Beach Road Finish:

48.0870°N -123.7375 °W

The method used for determining latitude/longitude was: Topographic map

Lake Crescent (US HWY 101) Start: Lake Crescent (US HWY 101) Finish:

Township: 30N Township: 30N

Range: lOW Range: 8W

Section: 25

East Beach Road Start:

Township: 30N

Range: 9W

Section: 14

Section: 20

East Beach Road Finish:

Township: 30N

Range: 8W

Section: 17

1 Detailed information on determining the site's latitude and longitude can be found at:

www.epa.gov/npdes/stormwater/latlong

[4]

Is the project located in Indian country? No

If yes, the name of Reservation is:

Name of Reservation:

Are you applying for permit coverage as a "federal operator?"

The project discharge stormwater into a Municipal Separate Storm Sewer System ?

2.2 Project Site Characteristics

The undeveloped site and features of the land that are incorporated into the final soil Erosion and Sediment Control plan sheets 6) , as well as natural resources that should be protected are described below:

Vegetation, trees, and sensitive areas, such as stream buffers, wetlands, highly erodible soils, and steep slopes at the site include:

Types:

Lobelia dortmanna, EA page 58

Giant Hellebore (Epipactis gigantea): This rare species found along the shoreline of Lake Crescent, is listed on the state "Watch list" EA page 59

Also, see 6

Stormwater currently drains from the site in the following manner, South to North on Lake Crescent Road

North to South on East Beach Road

Also, see 6

The location of discharge points or areas

Same list as Section 5 .2

There are approximately 22 intermittent and perennial streams that cross the 12.3-mile stretch ofroadway. Barnes Creek is the largest tributary to Lake Crescent;

however, additional inflows are also provided by La Poel, Piedmont, Eagle, Smith, Cross and Aurora creeks.

EA Pg 51

Also see TAB 6

The location of all waters, including wetlands, are shown on the site map located in

TABs 5 and6.

[5]

Critical slopes and slope lengths include:

Locations:

Soils may also be disturbed and compacted to access the construction area and alongside the road in the road prism (cut-slope to fill-slope).

No widening or alignment modifications to the road would be made. It would be rehabilitated in place within the existing road prism (cut slope to fill slope).

Soil type(s) of highly erodible soils and the soils' infiltration capacity are identified as,2 the two broadly defined soil groups comprising the U.S. Highway 101 corridor are Terbies-Louella-Elwha (WAI 71) and Solleks-Snahopish-Makah (WA 172).

Any past soil contamination at the site is identified as, NO known soil contaminations reports at this site.

2 Access the Natural Resources Conservation Service Web Soil Survey.

[6)

The following natural features, including trees, streams, wetlands, slopes and other features to be protected includes:

Also see 6

Protected Natural Features:

Lobelia dortmanna and Giant Hellebore.

Measures to protect these features:

• Delineate wetlands and apply protection measures during projects. Perform project activities in a cautious manner to prevent damage caused by equipment, erosion, siltation, etc EA page 36

EA pg 113 second paragraph

Shoreline- roadwork(MSE walls and deep patches), culverts, cause sedimentation in or nearby aquatic habitat. Wattles ...

Mean Annual Precipitation at the Project Site: 26.23 inches

The frequency, intensity, and duration of rainfall for the project site, which are the principal factors influencing erosion from a construction site, are described as, The 2-year, 24-hour storm event:3

4.5 Inches per day

The 10-year, 24-hour storm event:

6.0 Inches per day

The 25-year, 24-hour storm event:

7.0 Inches per day

Alaska Projects Only, Approximate Growing Season at the Project Site: Click here to enter text.

3 Precipitation frequency for Western States

[7]

3.1 General Description of Project and Scope of Work:

(i.e. highway construction, roadway realignment, highway and bridge reconstruction, etc.) is described below:

• Asphalt

• MSE Walls

• Riprap for slope stability

• Deep patches

• Construct pullouts

• Construct transit stop with bus shelters

• Replacements of culverts

• Cleaning ditches

The type or function of the project is: Road Construction

Contractor and PE

Note: Fill in all incomplete information following contract award date and prior to start of construction

Construction Support Activities: If applicable, describe any construction support activities such as dedicated concrete or asphalt batch plants, dedicated aggregate sites, equipment staging yards, material storage areas, borrow, or disposal sites (government-selected sites):

TBD by Contractor

NOTE: All Contractor-selected sources and support sites are the sole responsibility of the General Contractor. The SWPPP and NPDES permitting for Contractor-selected sites and sources are separate from this documentation (SCR 107.0lA(h)).

Support activities are located on the general vicinity map and/or site map in

Size of the Construction Project:

(Including all Government-selected support sites such as staging, borrow, waste, access roads, etc.)

Estimated Area

Total project area (within ROW or Construction limits):

Construction site area to be disturbed:

Percent Impervious Area BEFORE Construction: 70.14 %

Runoff Coefficient BEFORE Construction: 0.93

Percent Impervious Are AFTER Construction:

Runoff Coefficient AFTER Construction:

[8]

70.14 %

0.95

Units

11 Acres

8.6 Acres

3.2 Sequence and Estimated Dates of Construction Activities

Contractor and PE

Note: Fill in all incomplete infom1ation following contract award date and prior to start of construction

The intended construction sequencing and timing of major construction activities is detailed here, including the phased grading and stabilization activities used to minimize overall amount of disturbed soil.

TBD by contractor (BMP's must match erosion control specs.)

Phase: 1

Construction sequence description: Duration of sequence: BMPs associated with this sequence: I Stabilization measures:

Mobilization

Phase: Road Construction

Construction sequence description: Duration of sequence: BMPs associated with this sequence: I Stabilization measures:

Installing perimeter control

Phase: 2

Construction sequence description: Duration of sequence: BMPs associated with this sequence: I Stabilization measures:

Road construction

[9]

Phase: 3

Construction seguence descri~tion: Duration of seguence: BMPs associated with this seguence: Stabilization measures:

[10] g '.C

'1:l !:l c.; ...

-a;

12]

12]

D D D D D Cl D

3.3 Potential Sources of Pollutants

The follow table identifies all potential sources (checked activities in column 1) of sediment and other sources of pollution, which may reasonably be expected to affect the quality of stormwater discharges from the construction site.

Potential Construction Site Pollutants

Construction Activity "' .. ... "' c !J .. .. o(l ... ... = ·;:: '-' '1:l s ... ..c:: -~ '<:i ·;:: !! o(l "' .. '.C :a = "' = .. .Q

"' ... .. 0 00 z = Q. E-<Q Q., Clearing, excavating, and grading x x Fill ofroadway embankment, backfill at structures x x Vehicle/equipment fueling and maintenance x x Vehicle/equipment use and storage x Sanitary/septic waste x x Dewatering operations x x Drilling and blasting operations x x x Concrete washout and waste x x Structure construction/painting/cleaning x x x Demolition and debris disposal x x x Solid waste (trash and debris) x Hazardous waste or contaminated spills x Paving operations x x Landscaping operations x x x Mining, rock extraction, crushing x x x

Contractor and PE

Note: Fill in all incomplete information following contract award date and prior to start of construction

Construction and waste material expected to be stored on-site includes:

Material Storage Location

TBD by Contractor

[11]

"' 3 ... !J ~ = .. .... .. -> ... = .. .c = ... - Q :::: 0 Q., x x x x x x x x

Vicinity maps are located in TAB 5. Site maps and erosion and sediment control plan maps are located in

(12]

Industrial stormwater discharges associated with industrial activity other than construction at the site (including dedicated asphalt plants and dedicated concrete plants that are covered by this permit) include:

NOTE: An Industrial Activity Multi-Sector General Permit may be required for some activities.

Industrial Activity Stormwater Discharge Location

Multi-Sector General Permit Number (if applicable)

1. NIA

2.

3.

5.1 Allowable Non-Stormwater Discharges

Non-stormwater discharges used at the construction sited are identified below, along with control measures used to eliminate or reduce the discharges and BMPs used to prevent stormwater contamination.

Applicable to this Project

(check all that apply)

D

D D D

• D

Potential Non-Stormwater Discharges

Waters used to wash vehicles where detergents are not used

Water used to control dust

Potable water including uncontaminated water line flushings

Construction dewatering (uncontaminated)

Ground water or spring water (uncontaminated)

Routine external building wash down that does not use detergents

Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents are not used

Control Measures

Process water shall be treated to remove hazardous chemicals including hydrocarbons and cleaning chemicals prior to discharging to state waters.

See Tab 2 CGP permit for appropriate counter measures.

Water sprinkler tankers shall spray water as needed during construction activities as needed. Runoff from site is not anticipated due to this activity.

NIA

NIA

NIA

NIA

Secondary containment must be used for any hazardous chemicals storage.

See Tab2 CGP permit for appropriate counter measures.

• Foundation or footing drains where flows are not NIA contaminated with process materials such as solvents

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• D • Landscape irrigation NIA

• [8] • Discharges from emergency fire-fighting NIA activities

• D • Fire hydrant flushings NIA

• D • Uncontaminated air conditioning or compressor NIA condensate

NOTE: The likely locations of these discharges are identified on the site map 5

TAB6

5.2 Receiving Waters:

Are there any surface waters located within 50 feet of the construction disturbance?

Name(s) of the first surface water that receives stormwater directly from your site and/or from theMS4

1. Lake Crescent

2. Barnes Creek

3. La Poel Creek

4. Piedmont Creek

5. Eagle Creek

6. Smith Creek

7. Cross Creek

8. Aurora Creek

Impaired Waters/TDMLs:

Answer the following for each surface water listed in Table 1:

\ Is this surface I What pollutant(s) is I Has_._a_T_MD--L-~1-Pollutant(s) for which I water listed as I causing the I been I there is a TDML ~- "i_mpai~~d?" ~pairment? I completed? I

1. Yes IZJ No D I Phosphorus

Yes D No IZJ l I G~ [2l No D I pH, rnssolved Oxygen, [Yes [2l No D ] TMDL needed j

1 Bactena, and Copper I

, ~0-No~j . I YesD No!Z]l_

I YesD No!Zl _. __ -!TusD ~o!Zl I ________ ~ \ Yes [2l No D pH, Drnsolved Oxyg~Tus [2l No D I TMDL needed 1·

L_l Bactena I , ~---:§ :: : I ------ + ~:: ~ :: : I ----- -j

~sDNo~ \YesONolZ] I [14]

Source used to determine whether or not your project discharges into an impaired water:

Tier 2, 2.5 or 3 Waters Answer the following for each surface water listed in Table 1:

2.

3.

4.

5.

6.

7.

8.

surface If yes, specify which Tier.

water designated as Tier 1,2 or 3?

If applicable, documentation of consultation with State or Federal TMDL authorities on consistency of SWPPP conditions with the approved TMDL is found in 11. The control measures required to ensure that discharge of pollutants from the site are consistent with the assumptions and requirements of the EPA-established or approved TMDL, including any specific waste-load allocations are included in that documentation.

5.3 Water Quality Monitoring Requirements

Provisions in Permit Conditions of the applicable NPDES stormwater permit, as well as the associated §401 certification or other special conditions, define additional monitoring and reporting requirements. Details about water quality monitoring and reporting requirements applicable to this project are included in TAB 11.

Samples and measurements taken for the purpose of monitoring will be representative of the monitored activity. Records of all monitoring information will be retained in TAB 11, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation.

Records of monitoring information will include:

1. The date, exact place, and time of sampling or measurements;

2. The individual(s) who performed the sampling or measurements;

3. The date(s) analyses were performed

4. The individual(s) who performed the analyses;

5. The analytical techniques or methods used; and

[15]

6. The results of such analyses.

[16]

6.1 Endangered Species Protection

Under which criterion is project eligible for Endangered Species coverage under the NPDES permit (EPA)?

DA On De On ~E

Criterion A.

Criterion B.

Criterion C

Criterion D.

No federally-listed threatened or endangered species or their designated critical habitat(s) are likely to occur in your site's "action area" as defined in Appendix A of EPA permit.

The construction site's discharges and discharge-related activities were already addressed in another operator's valid certification of eligibility for your action area under eligibility Criterion A, C, D, E, or F and there is no reason to believe that federally-listed species or federally-designated critical habitat not considered in the prior certification may be present or located in the "action area". To certify your eligibility under this Criterion, there must be no lapse ofNPDES permit coverage in the other operator's certification.

By certifying eligibility under this Criterion, you agree to comply with any effluent limitations or conditions upon which the other operator's certification was based. You must include in your NOI the tracking number from the other operator's notification of authorization under this permit. If your certification is based on another operator's certification under Criterion C, you must provide EPA with the relevant supporting information required of existing dischargers in Criterion C in the EPA NOI form.

Federally-listed threatened or endangered species or their designated critical habitat(s) are likely to occur in or near your site's "action area," and your site's discharges and discharge-related activities are not likely to adversely affect listed threatened or endangered species or critical habitat This determination may include consideration of any stormwater controls and/or management practices you will adopt to ensure that your discharges and discharge-related activities are not likely to adversely affect listed species and critical habitat. To make this certification, you must include the following in your NOI: 1) any federally listed species and/or designated habitat located in your "action area"; and 2) the distance between your site and the listed species or designated critical habitat (in miles). You must also include a copy of your site map with the

NOL

Coordination between you and the Services has been concluded. The coordination must have addressed the effects of your site's discharges and discharge-related activities on federally-listed threatened or endangered species and federally-designated critical habitat, and must have resulted in a written concurrence from the relevant Service(s) that your site's discharges and discharge-related activities are not likely to adversely affect listed species or critical habitat. You must include copies of the

[17]

Criterion E.

Criterion F.

correspondence between yourself and the Services in your SWPPP and

NOI.

Consultation between a Federal Agency and the U.S. Fish and Wildlife Service and/or the National Marine Fisheries Service under section 7 of the ESA has been concluded. The consultation must have addressed the effects of the construction site's discharges and discharge-related activities on federally-listed threatened or endangered species and federally designated critical habitat. The result of this consultation must be either:

L a biological opinion that concludes that the action in question (taking into account the effects of your site's discharges and discharge-related activities) is not likely to jeopardize the continued existence of listed species, nor the destruction or adverse modification of critical habitat; or

11. written concurrence from the applicable Service(s) with a finding that the site's discharges and discharge-related activities are not likely to adversely affect federally-listed species or federally-designated habitat.

You must include copies of the correspondence between yourself and the Services in your SWPPP and NOI.

Your construction activities are authorized through the issuance of a permit under section 10 of the ESA, and this authorization addresses the effects of the site's discharges and discharge-related activities on federally listed species and federally-designated critical habitat. You must include copies of the correspondence between yourself and the Services in your SWPPP and NOI.

Support Documentation for Endangered Species criterion eligibility is filed in TAB 16.

6.2 Historic Preservation

1. Will the project involve installation of any of the following stormwater controls that entail subsurface earth disturbance? Yes

D Dike

D Berm

D Catch Basin

D Pond

[g] Ditch, trench, swale, perimeter drain, etc.

[g] Culvert

D Other ground-disturbing stormwater control Click here to enter text.

If the project involves no installation of earth-disturbing stormwater controls, then no further historic preservation screening is necessary (for NPDES permitting purposes).

2. If answer to step 1 is Yes, have professional surveys or evaluations determined that historic properties do not exist (or have prior disturbances at the site precluded the existence of historic properties)? Yes

Provide documentation for the basis of this determination. Survey

[18]

3. If answer to step 2 is No, have professional surveys or evaluations determined that installation of stormwater controls will have no effect on historic properties? an

Provide documentation for the basis of this determination. to enter text.

4. Has the State Historic Preservation Officer (SHPO), Tribal Historic Preservation Office (THPO) or other tribal representative concurred with the determinations of effects on historic properties?

Provide the nature of their response. SHPO concurrence letter

6.3 Safe Drinking Water Act Underground Injection Control Requirements

Will the project plan install any of the following controls?

Check all that apply:

D Infiltration trenches (if stormwater is directed to any bored, drilled, driven shaft or dug hole that is deeper than is widest surface dimension, or has a subsurface fluid distribution system)

D Commercially manufactured pre-cast or pre-built proprietary subsurface detention vaults, chambers, or other devices designed to capture and infiltrate stormwater flow.

D Drywells, seepage pits, or improved sinkholes (if stmmwater is directed to any bored, drilled, driven shaft or dug hole that is deeper than its widest surface dimension, or has a subsurface fluid distribution system)

If yes, provide documentation of communications with the EPA or applicable State agency.

to enter text.

[19)

Control measures at the construction site are selected, installed, implemented, and maintained to minimize pollutants in the discharge as necessary to meet applicable water quality standards.

The objectives of this SWPPP include:

• Stabilize the site as soon as possible (targeting the preparation and implementation of erosion and sediment controls to get the site to final grade, and either permanently or temporarily stabilize all bare soil areas as soon as possible).

• Perimeter controls will be installed before ground disturbing activities are initiated.

• Perimeter protection will remain in place until final stabilization has been achieved.

• Slopes and channels will be protected by conveying concentrated stormwater runoff around the top of slopes and stabilize slopes as soon as possible. A void disturbing natural channels and the vegetation along natural channels as much as possible.

• Divert stormwater coming on to the site by conveying it safely around, through, or under the work area. (Divert the clean water, trap the dirty water.)

• Protect receiving waters and other environmentally sensitive waters or areas adjacent to the site.

• Follow pollution prevention measures by providing proper containers for waste and garbage at the site. Store hazardous materials and chemicals so that they are not exposed to stormwater.

• Minimize the area and duration of exposed soils. Clear only land that will be under construction in the near future.

7.1 Natural Buffers or Equivalent Sediment Controls (Required for EPA CGP states only - ID, WA)

This section only applies if a surface water is located within 50 feet of the project's earth disturbing activities.

Are there any surface waters within 50 feet of the project's earth disturbances? Yes

If No, then no further documentation is required for the SWPPP.

NOTE: Reference EPA CGP appendix G for buffer guidance.

If Yes, check which natural buffer compliance alternative is used at the project site:

D The project will provide and maintain a 50-foot wide undisturbed natural buffer.

The location and width of natural buffers are shown on the Erosion and Sediment Control Plan sheets in TAB 6.

[20] rg] The project will provide and maintain an undisturbed natural buffer that is less than 50 feet in width and is supplemented by additional erosion and sediment controls, which in combination achieves the sediment load reduction equivalent to a 50-foot undisturbed natural buffer.

The location of natural buffers are shown on the Erosion and Sediment Control Plan sheets Ill

Insert the width of the natural buff er to be retained to enter text

Insert description of additional erosion and sediment controls to be used in combination with the natural buffer: to enter text.

Document the method used to determine that the above combination of natural buffer and sediment and erosion controls equal the estimated sediment removal capacity of a 50-foot undisturbed natural buffer: to enter text

D It is infeasible to provide and maintain an undisturbed natural buffer of any size, therefore, the project will implement erosion and sediment controls that achieve the sediment load reduction equivalent to a 50-foot undisturbed natural buffer.

Insert rationale for concluding that providing and maintaining a natural buffer of any size is infeasible: to enter text.

Insert description of erosion and sediment controls to be used to achieve the sediment load reduction equivalent to a 50-foot undisturbed natural buffer: to enter text

D The project qualifies for one of the exceptions in EPA CGP Part 2.1.2.1.e

D For a "linear project", site constraints (e.g. limited right of way) make it infeasible for the project to meet any of the CGP part 2.1.2.1.a compliance alternatives.

D Other exception (state type): to enter text.

Document why it is infeasible to meet one of the buffer compliance alternatives: Click to enter text.

Insert description of erosion and sediment controls to be used to achieve the sediment load reduction equivalent to a 50-foot undisturbed natural buffer: Click here to enter text.

[21]

7.2 Perimeter Controls

All Perimeter Sediment Controls will be installed prior to ground disturbing activities taking place. There will be no clearing or grubbing outside the physical clearance limits.

Locations and design specifications of BMPs are shown on the erosion and sediment control plan sheets in TAB 6.

The following perimeter controls will be implemented:

Control measure: Fiber Roll

Implementation: The Fiber Rolls shall be functional before other land disturbing activities take place. Fiber Rolls should be functional throughout the duration of construction and for a long enough duration following construction to allow disturbed areas to stabilize following revegetation and seeding.

Maintenance requirements: Remove sediment before it has accumulated to one-half of the above-ground height of the straw wattles. It is the Contractor's responsibility to upgrade erosion control measures as necessary if the sediment controls are ineffective and turbid water is observed discharging from the site.

Control measure: Silt Fence

Implementation: The silt fence shall be functional before other land disturbing activities take place. Silt fence should be functional throughout the duration of construction and for a long enough duration following construction to allow disturbed areas to stabilize following revegetation and seeding.

Maintenance requirements: Silt fences should be inspected periodically for damage (such as tearing by wind, animals, or equipment) and for the amount of sediment that has accumulated.

Remove the sediment when it reaches one-half the height of the silt fence. In situations where access is available, machinery can be used. Otherwise, the silt should be removed manually. The following are key elements to remember: The sediment deposits should be removed when heavy rain or high water is anticipated. The sediment deposits should be placed in an area where there is little danger of erosion. The silt fence should not be removed until adequate vegetative growth ensures no further erosion of the slopes. Generally, the fabric is cut at ground level, the wire and posts are removed, then the sediment is spread, seeded, and protected (mulched) immediately.

Add other measures as needed.

7 .3 Sediment Track-Out

The following methods will be implemented to minimize off-site vehicle tracking of sediment onto paved surfaces. If sediment escapes the construction site, off-site accumulations of sediment will be removed at a frequency sufficient to minimize off-site impacts.

Locations and design specifications of BMPs are shown on the erosion and sediment control plan sheets in TAB 6.

D Not applicable to this project. Reason: Click here to enter text.

[22)

If applicable:

Control measure: Washing without detergents or solvents within perimeter

Implementation: If used, during active construction as necessary

Maintenance requirements: Care must be taken that runoff is directed within construction perimeter to be managed by established control methods already in place. Any uncontrollable runoff must be remedied and additional BMPs put in place.

Control measure: to enter text.

Implementation: to enter text.

Maintenance requirements: to enter text.

Add other measures as needed.

7.4 Stockpiled Soil or Other Erodible Materials

Stockpile management includes measures to minimize surface erosion and sediment transport from soil stockpiles or other erodible materials.

Locate erodible stockpiles away from drainages including storm sewer inlets and culvert inlets.

Locations of stockpiles are shown on the erosion and sediment control plan sheets in

D Not applicable to this project. Reason: to enter text.

If applicable:

Control measure: Silt Fence placed around disturbed areas SCR 157 and F sheets

Implementation: During active construction, if used

Maintenance requirements: Periodic inspections in accordance with CGP to ensure there is no overtopping, rilling, or other erosive conditions

Control measure: Click here to enter text.

Implementation: Click here to enter text.

Maintenance requirements: Click here to enter text.

Add other measures as needed.

7.5 Minimize Dust

Dust control includes practices used to reduce or prevent the surface and air transport of dust during construction

[23]

D Not applicable to this project. Reason:

If applicable:

Control measure: Application of water for dust control

Implementation: During active construction as needed to enter text.

Maintenance requirements: Water used for dust control requires constant attention. In periods of hot or dry weather, several applications a day may be required.

Control measure: Click here to enter text.

Implementation: Click here to enter text.

Maintenance requirements: Click here to enter text

Add other measures as needed.

7 .6 Minimize Disturbance of Steep Slopes

Describe how disturbance of steep slopes will be minimized. Describe controls (e.g. erosion control blankets, tackifiers) that will be implemented to minimize sediment discharges from slope disturbances.

If applicable, describe how storm water run-on and run-off will be managed. Flows may be diverted from exposed soils by retaining/detaining flows or otherwise minimizing runoff and the discharge of pollutants from exposed areas of the site. Placement of structural practices in floodplains will be avoided to the degree technologically and economically practicable and achievable.

D Not applicable to this project. Reason: Click here to enter text.

If applicable:

Control measure: Silt Fence placed around disturbed areas SCR 157 and F sheets

Implementation: During active construction, if used

Maintenance requirements: Periodic inspections in accordance with CGP to ensure there is no overtopping, rilling, or other erosive conditions

Control measure: Blanket

Implementation: During active construction, if used

Maintenance requirements: Inspection will ensure good contact with the ground is achieved and maintained. Damaged areas will be repaired and properly secured.

Control measure: Straw Mulch (24]

Implementation: During active construction, if used

Maintenance requirements: Maintain thickness of cover. Any area showing signs of erosion shall be remulched and/or protected by a blanket or net.

Add other measures as needed.

[25]

7.7 Topsoil Conservation

Describe how topsoil will be preserved, if feasible. If conservation of topsoil is infeasible, explain why, and describe alternate methods to be used to insure optimum vegetation survival and growth.

Erosion and sediment control measures for topsoil stockpiles (and other erodible materials) are shown in section 4.4.

Note: Contractor and PE - complete this section as appropriate.

D Conservation of topsoil is Infeasible:

Reason: here to enter text.

Alternate method: Click here to enter text.

D Conservation of topsoil is Feasible:

Conservation measure: Click to enter text.

Implementation: Click here to enter text.

Maintenance requirements: Click here to enter text.

Conservation measure: Click here to enter text.

Implementation: Click here to enter text.

Maintenance requirements: Click to enter text.

Add other measures as needed.

7 .8 Minimize Soil Compaction

Minimize soil compaction in areas where final vegetative stabilization will occur and where infiltration practices will be installed.

D Not applicable to this project. Reason: Click here to enter text.

If applicable:

Control measure: Distribute layer of soft vegetative top soil after compaction complete

Implementation: After soil compaction is complete and prior to revegetation efforts

Maintenance requirements: Maximize depth whenever possible and seed as soon as practicable.

If seeding cannot occur in a timely manner, other BMPs (nets, blankets, etc.) will be placed to mitigate erosion.

Control measure: Click here to enter text.

Implementation: Click here to enter text.

Maintenance requirements: Click here to enter text.

[26]

7 .9 Storm Drain Inlets and Culvert Inlets

Applicable for stormwater drain inlets which are connected to separate stonn sewer systems (usually in urban locations) AND for culvert inlets that discharge stormwater from the project into surface waters.

Locations and design specifications ofBMPs are shown on the erosion and sediment control plan sheets in

D Not applicable to this project. Reason:

If applicable:

The following BMPs are applicable to:

IZI Storm Drain Inlets

IZI Culvert Inlets to enter text

Control measure: All existing culverts must be protected in place to maintain full functionality of existing drainage patterns. Storm water runoff from construction site must be passed through sediment control BMPs as indicated on erosion control plans, standard details, and compliant with NPDES-CGP permit. .

Implementation: Install perimeter silt fence to intercept construction stormwater before discharging to receiving waterbody.

Maintenance requirements: Clean, or remove and replace, the protection measures as sediment accumulates, the filter fabric becomes clogged, and/or performance is compromised. Where there is evidence of sediment accumulation adjacent to the protection measure, Contractor must remove the deposited sediment by the end of the same work day in which it is found or by the end of the following work day if removal by the same work day is not feasible

Control measure: Drainage structures in areas where no work occurs will remain and will be protected. To prevent discharge of turbid water downstream, all existing catch basins located within the disturbance area will be protected with storm drain inlet protection. Proposed inlets will also be protected with catch basin inserts, and where feasible, their outlets will be temporarily plugged until the site is stabilized. The Contractor shall remove inlet protection at the end of the project without releasing captured sediment into the storm system.

Implementation: The inlet structures should be protected during construction to not allow sediment plug.

Maintenance requirements: Clean, or remove and replace, the protection measures as sediment accumulates, the filter becomes clogged, and/or performance is compromised. Where there is evidence of sediment accumulation adjacent to the inlet protection measure, remove the deposited sediment by the end of the same work day in which it is found or by the end of the following work day if removal by the same work day is not feasible.

[27]

7.10 Constructed Stormwater Conveyance Channels and Culvert Outlets

Describe velocity dissipation and/or erosion control devices to be installed at stormwater conveyance channels (such as roadside ditches) and culvert outlets. Includes permanent and temporary devices (specify).

Velocity dissipation devices will be placed at discharge locations and along the length of any outfall channel to provide a non-erosive flow velocity from the structure to a water course so that the natural physical and biological characteristics and functions are maintained and protected (e.g., no significant changes in the hydrological regime of the receiving water).

Locations and design specifications of BMPs are shown on the erosion and sediment control plan sheets in TAB 6.

IZJ Not applicable to this project.

If applicable:

Control measure: Click here to enter text

Implementation: Click here to enter text

Maintenance requirements: Click here to enter text.

Control measure: Click here to enter text

Implementation: Click here to enter text.

Maintenance requirements: Click here to enter text

Add other measures as needed.

7.11 Sediment Basins

If applicable, provide site design specifications and other details for design of sediment basins and ponds. This may also include sediment infiltration swales.

Locations and design specifications ofBMPs are shown on the erosion and sediment control plan sheets in TAB 6.

At a minimum, sediment ponds must provide storage for either the calculated volume of runoff from the 2-year, 24-hour storm event or 3,600 cubic feet per acre drained. Sediment ponds must also use outlet structures that withdraw water from the surface, unless infeasible.

IZJ Not applicable to this project.

If applicable, type of sediment retention/infiltration used: Click here to enter text.

Design description: Click here to enter text.

[28]

7.12 Chemical Treatment

If chemical sediment control (such as polymers) will be used, provide design specifications and other details considered when choosing treatment type and locations.

[Zl Not applicable to this project.

If applicable:

NOTE: If use of cationic treatment chemicals is planned, separate prior approval is required from EPA.

Locations of chemical treatment sites are shown on the erosion and sediment control plan sheets m

Describe/name treatment chemicals that will be used and why these chemicals are suited to site soil characteristics and other construction site conditions: to enter text.

Describe treatment system specifications and dosage of chemicals to be used:

text.

Describe storage of chemicals and other material safety data: to enter text.

Special controls to be used for Cationic treatment chemicals: to enter text.

to enter

Describe training that personnel handling/applying treatment chemicals have/will receive:

to enter text.

7.13 Dewatering Practices

Discharge of ground water or accumulated st01mwater that is removed from excavations, trenches, foundations, etc. into surface waters is prohibited unless such waters are first effectively managed by appropriate sediment controls. Uncontaminated non-turbid dewatering water can be discharge without being routed to a control.

D Not applicable to this project

If applicable:

Specific dewatering practice: Dewatering Filter Bag/Filter Sock or other standard practices

Implementation: Install dewatering devices. Install site specific barrier, prior to dewatering to prevent exterior water from entering construction area. All dewatering discharges must be treated to remove sediment before discharging from the construction site.

Maintenance: When a sediment basin or trap is used to enable settling of sediment from construction dewatering discharges, inspect the basin for sediment accumulation. Remove sediment prior to the basin or trap reaching half full. Inspect treatment facilities prior to any dewatering activity. If using a sediment control practice such as a sediment trap or basin, complete all maintenance requirements as described in the fact sheets prior to dewatering.

Properly dispose of used dewatering bags, as well as sediment removed from the dewatering BMPs. Depending on the size of the dewatering operation, it may also be necessary to revegetate or otherwise stabilize the area where the dewatering operation was occurring.

[29]

7.14 Erosion Control and Stabilization

Commence temporary soil stabilization measures immediately if no further disturbance of an area of the site or stockpile is expected within the next 14 days. Complete temporary soil stabilization measures to disturbed sites or stockpiles within 14 days of last disturbance. Provide for temporary stabilization of all exposed soil prior to winter construction shut down,,_

Specify whether stabilization measure is temporary or permanent.

IZI Temporary Measures:

Control measure: Straw Mulch

Implementation: During active construction, if used, and within 14 days of last disturbance.

Maintenance requirements: Maintain thickness of cover. Any area showing signs of erosion shall be remulched and/or protected by a blanket or net.

Practice/Control measure: Tackifier

Implementation: During active construction, if used, and within 14 days of last disturbance.

Maintenance: Maintain thickness of cover. Any areas showing signs of rilling or other erosive circumstances will be retreated and/or protected by a blanket or net

[30]

IZl Permanent Measures:

Practice/Control measure: Revegetation with state approved seed mix

Implementation: In accordance with schedule

Maintenance: Periodic inspections will be done to review for and confirm final stabilization

Practice/Control measure: to enter text.

Implementation: to enter text

Maintenance: to enter text.

Add other measures as needed.

7.15 Removal ofBMPs

Remove erosion and sediment control BMPs that are no longer needed and leave in good working order those BMPs that will remain at the construction site after close-out.

BMPs are no longer needed when the site that the BMP is protecting has reached final stabilization as defined in the applicable NPDES Stormwater Permit.

Final stabilization means:

• All ground disturbing activities at the site have been completed, AND

• Vegetation has been established that provides a uniform perennial vegetative cover with a density of 70% of the natural vegetative cover prior to construction.

• In arid (0-1 O" annual precipitation) or semiarid (10-20" annual precipitation) areas, final stabilization is considered to be achieved when the area is seeded…