storm water pollution prevention plans (swp3)

STORM WATER POLLUTION AND PREVENTION PLAN

PREPARED FOR:

CHEMFAX, INC. GULPORT, HARRISON COUNTY, MISSISSIPPI

PREPARED BY: EARTHCON CONSULTANTS, INC.

900 HOLCOMB BOULEVARD SUITE B

OCEAN SPRINGS, MISSISSIPPI 228-872-3097

EARTHCON PROJECT NO. 02.20130380.13

DECEMBER 20, 2013 REVISED JANUARY 13, 2014

Storm Water Pollution Prevention Plan i January 2013 Chemfax, Inc. Site Gulfport, Harrison County, Mississippi

TABLE OF CONTENTS Page

1.0 INTRODUCTION ................................................................................................................1

2.0 GENERAL SITE AND PROJECT DESCRIPTION..............................................................2

2.1 Description of the Nature of the Construction Activity, Potential Pollutants Sources .................................................................................................................2

2.2 Pollution Prevention Team Roles and Responsibilities .....................................5

2.3 Construction Schedule .........................................................................................6

2.4 Description of Disturbed Acreage .......................................................................6

2.5 Data Describing the Soil and Quality of Discharge from the Site ......................7

3.0 BEST MANAGEMENT PRACTICES TO MINIMIZE POLLUTION IN RUNOFF .................8

3.1 Erosion and Sediment Controls ...........................................................................8

3.2 Stabilization Practices ..........................................................................................9

3.3 Structural Control Practices............................................................................... 10

3.4 Permanent Storm Water Controls ...................................................................... 10

3.5 Other Controls .................................................................................................... 10

3.6 Maintenance ........................................................................................................ 10

3.7 Inspections of Controls ...................................................................................... 10

3.8 Threatened and Endangered Species ............................................................... 12

3.9 Registered Historic Places ................................................................................. 12

4.0 PROJECT COMPLETION REPORT AND RETENTION OF RECORDS .......................... 13

FIGURES Figure 1 Site Location Map Figure 2 Site Plan Figure 3 Surveyor's Map APPENDICES

Appendix A Large Construction Storm Water General Permit – NPDES Permit MSR10

Storm Water Pollution Prevention Plan ii January 2013 Chemfax, Inc. Site Gulfport, Harrison County, Mississippi

TABLE OF CONTENTS (continued) Appendix B Worksheets Worksheet #1 Pollution Prevention Team Member Roster Worksheet #2 Non-Storm Water Discharge Inspection Worksheet #3a Eligible Non-Storm Water Discharge Inspection Worksheet #3b Eligible Non-Storm Water Discharge Assessment

Worksheet #4 Non-Storm Water Discharge Assessment and Failure to Certify Notification

Worksheet #5 Material Inventory Worksheet #6 Description of Exposed Significant Material Worksheet #7 Risk Identification and Potential Pollutant Sources Narrative Worksheet #8 SWPPP Site Map Worksheet #9 List of Significant Spills and Leaks Worksheet #10 BMP Identification Worksheet #11 Employee Training Worksheet #12 SWPPP Weekly Site Inspection Checklist Worksheet #13 Weekly Visual Storm Water Discharge Analysis Worksheet 14 Quarterly Visual Storm Water Discharge Analysis

Appendix C Project Completion Report Appendix D SWPPP Certification

Storm Water Pollution Prevention Plan 1 January 2013 Chemfax, Inc. Site Gulfport, Harrison County, Mississippi

1.0 INTRODUCTION

A Storm Water Pollution Prevention Plan (SWPPP) must be prepared for storm water

discharges from construction activities that will potentially impact waters of the United States.

The SWPPP is designed to identify and address potential sources of pollution that are

reasonably expected to affect the quality of discharges from the construction site, including on-

site material storage areas, overburden and stockpiles of soil, borrow areas, equipment staging

areas, vehicle repair areas, and fueling areas used by owners or operators of the permitted

project. The SWPPP must describe the implementation of pollution prevention practices and

ensure that they will effectively reduce or eliminate the pollutants entering storm water

discharges associated with construction activity. The SWPPP also serves as a useful tool to

ensure compliance with the terms and conditions of MDEQ Large Construction Storm Water

General Permit – NPDES Permit MSR10 (Appendix A) relating to discharges of storm water

from large construction activities. The permit authorizes discharges of storm water from

construction activities as defined in WPC-1. To keep the SWPPP up to date and ensure proper

modifications of the plan are performed as required by the permit, worksheets in Appendix B

are provided. The worksheets will be completed and become part of the plan as modifications

to the plan or construction activity occur.

As required at sites where the total area of soil disturbance (excavation area, soil stockpile area

and equipment staging area) is greater than or equal to five acres, a large construction SWPPP

to seek coverage under the storm water general permit has been developed for the site prior to

commencement of planned activities. The SWPPP will be implemented for the duration of the

project and this document will be maintained on site.


2.0 GENERAL SITE AND PROJECT DESCRIPTION

The Chemfax, Inc. Site (“Site”) is located in Gulfport, Harrison County, Mississippi, and is

situated on 11 acres of land located to the east of Three Rivers Road. Creosote Road is to the

South, U.S. Highway 49 is to the west, and County Barn Road is to the north (Figures 1 and 2).

The Area of Interest (AOI) is limited to approximately 5 acres in the central portion of the Site

that was the location of previous Site activities and current contamination. The Site has

approximate coordinates of Latitude 30° 25’ 45’’ North, Longitude 89° 05’ 21’’ West. The

concrete slab of the former abandoned Alpine Masonite facility is also situated on the Site.

2.1 Description of the Nature of the Construction Activity, Potential Pollutants Sources

The basic construction activities described in this SWPPP are as follows:

• Site preparation activities, including demarcation of AOI and work areas, improvements to roads and implementation of storm water pollution controls.

• Concrete slab removal.

• Soil segregation and stockpiling, waste transportation and disposal.

• Soil excavation and backfilling activities.

• Post-removal activities, including metes-and-bounds surveys, and Site cleanup and restoration.

Potential pollutants from construction activities include incidental oil leaks from equipment

operation, maintenance and fueling; sediment loading from surface scarification; storm water

run-off from soil stockpiles; and tracking of sediments from equipment leaving the site that

eventually enter storm water run-off. Some construction materials, concrete debris,

contaminated soil, and backfill soil may be stockpiled on-site. Soil stockpiles will be removed by

the end of each work day to the extent practical. Any additional materials such as fuel,

lubricants, portable tanks, cement, or other potential pollutant source not mentioned herein will

be listed on the worksheets included in Appendix B.

Equipment maintenance may be performed on-site. If equipment maintenance is performed,

fluids will be drained into appropriate containers and disposed of properly offsite or re-used if

possible.


The Site will be segregated into two sections (north and south of a newly constructed temporary

haul road) and each section will be separated into appropriate work zones (exclusion,

contamination reduction, and support) by means of temporary construction fencing and/or

barrier tape. Soil excavation (and backfilling with clean soil) at the AOI will be conducted to a

maximum depth of six (6) feet below ground surface (bgs) in order to remove contaminated

soils. It is anticipated that all stockpiles will be located over areas planned for eventual

excavation. Sidewalls of the excavations will be sloped at an angle (1:1 to 3:1, depending upon

the geotechnical soil properties) sufficient to provide stability. Bracing using sheet pile retaining

walls or other means is not anticipated. However, additional soil stabilization measures will be

implemented when Site activities have ceased on any portion of the Site and will not be

resumed for fourteen (14) days or more. These additional measures will be implemented within

seven (7) calender days of when Site activities ceased.

It is anticipated that 14,900 cubic yards of soil will be removed from the Site. No phasing of the

excavation areas will occur, as work will be continuous. The excavated material will be staged

within the boundaries of the AOI. Following excavation, the area will be sampled and analyzed

before being backfilled with clean fill in lifts no greater than 12 inches per lift.

Soil excavation will be completed to depths of 0-1 feet, 0-3 feet, and 0-6 feet depending on the

extent of contamination. Excavation in the one (1) foot areas will be completed first, followed by

excavation of the three (3) foot and then six (6) foot areas. Demarcation of the excavation areas

can be seen in Figure 2.

Drainage will be designed for the Site and constructed as necessary, however the excavation

area is topographically higher than the surrounding areas therefore a natural berm will exist to

prevent stormwater runon. All storm water runoff affected by the excavation work should be

contained within the excavation areas.

Backfilled areas will be restored to natural grade upon completion of soil remediation activities.

A six (6) inch layer of topsoil, capable of sustaining vegetative growth, will be placed over the

backfilled areas. The topsoil will then be seeded with grass, covered with mulch and watered

to promote growth.


To the extent practicable, contact of storm water with contaminants of concern (COC)-affected

media will be minimized by using certain best management practices (BMPs) such as (but not

limited to): tarpaulins to cover contaminated soil stockpiles during rain events, berming around

excavations to prevent run-on, installation of silt fences, etc. Despite these precautions, storm

water that does enter the excavations will be allowed to naturally percolate through the soils. In

the event that storm water or groundwater enters the excavation area to an extent that hinders

Site activity, a sump will be constructed in the excavation area and water will be pumped from

the sump into a fractionation tank (frac tank) system. Once the sediment has settled to the

bottom of the frac tank, water will be pumped to the nearest manhole (located on Three Rivers

Road adjacent to the Site) for discharge into the Harrison County Publicly Owned Treatment

Works (POTW).

In order to prevent fugitive dust or odor emissions from the staged soils and to prevent soil

erosion by storm water runoff, the stockpiled soils will be kept to a minimum, removed at the

end of each work day to the extent practical, and covered during heavy rain events.

In order to minimize the potential for contamination of other areas due to COC-affected media

being tracked outside the AOI, BMPs will be implemented including (but not limited to):

construction of a new temporary haul road, effectively separating the Site into two working

sections (north and south); using brushes to remove dirt from the tires of trucks and equipment

when leaving the work areas; scooping materials spilled during truck loading operations; and

pressure washing equipment and vehicles that come into contact with COC-affected soil, as

warranted, before removal from the Site.

All wastes will be transported off-site for disposal in accordance with Federal and State

regulations and manifested properly. If pre-characterization results indicate that the soils

targeted for disposal are characteristically hazardous, then the trucks will be lined with plastic

sheeting prior to loading. Once loaded, the trucks will be monitored for compliance with

applicable state weight restrictions. Once a truck load is confirmed as legal and optimal based

on weight, the truck will be covered with a tarpaulin. Waste manifests/other necessary

documents will be completed per applicable regulations, and the truck will be allowed leave the

Site accompanied by necessary regulatory documentation.


Clean backfill material will be obtained from a commercial source and transported to the Site. If

necessary, the imported fill will be stockpiled separately from the soils excavated from the AOI.

Based on the workflow, each excavated area will require analytical clearance prior to being

backfilled, therefore stockpiles of imported fill will be minimal. In the event that excess clean fill

is stockpiled, it will be surrounded by berms, liners and other storm water controls to the extent

necessary.

After contaminated soils have been loaded for transportation, the stockpile area will be cleaned

and all debris will be disposed of properly. Once all field work is complete and the Site has

been returned to original grade, protective barriers will be removed with support services and

Site roads will be cleaned and repaired as needed. The silt fencing will stay in place until

vegetation is re-established.

2.2 Pollution Prevention Team Roles and Responsibilities

EarthCon Consultants, Inc. is deemed to have “operational control” over site activities, while the

Attorney General’s Office is deemed to be the “permittee”. A representative of EarthCon

Consultants, Inc. will sign the SWPPP Certification found in Appendix D as required by the

general permit.

The pollution prevention team will be comprised of the on-site EarthCon Consultants, Inc.

representative overseeing the construction work; a representative of the construction firm

performing the concrete removal; and a representative of the construction firm performing the

soil excavation, backfilling, and maintenance of BMPs. These individuals are currently identified

as:

_______________ _______________ EarthCon Consultants, Inc. Everett “Jay” Ferris, R.P.G. Principal Engineer Senior Geologist

_______________ _______________ Representative of Soil Removal Contractor Representative of Concrete Removal Contractor


It is the responsibility of the EarthCon Consultants, Inc. Site Manager to perform the routine

inspections, ensure day to day operations are compliant with the SWPPP, and maintain the

SWPPP in compliance with MDEQ Large Construction Storm Water General Permit – NPDES

Permit MSR10. Inspections will be performed at least weekly for a minimum of four inspections

per month and additionally as required. The inspection forms will be signed by the EarthCon

Site Manager or his duly authorized representative. It is the responsibility of the Site Foreman

to alert the EarthCon Site Manager if any deficiencies are noted with any BMPs. If inadequacies

are noted during routine inspections, during routine Site operations, or during the periodic visits

to the construction areas by members of the pollution prevention team, other knowledgeable

individuals, or representatives of city, county, or state governments, the pollution prevention

team will resolve these issues in compliance with the general permit and records of the problem

and resolution will be documented in the SWPPP.

2.3

Construction activities are expected to begin the second week of January 2014 and are

expected to be completed within a year. Construction activities will adhere to the proposed

schedule given below:

Construction Schedule

● Mobilization

● Demarcation of Construction Areas and Installation of BMPs

● Concrete Removal

● Excavation and Stockpiling

● Backfilling and Compaction of Fill to Original Grade

● Seeding/Watering

● Demobilization

2.4 Description of Disturbed Acreage

The Chemfax, Inc. Site encompasses a total of approximately 11 acres; however, only five (5)

approximated acres of the total property were used in the former production of synthetic

hydrocarbon resins and waxes and paraffin blending operations. All construction operations are

expected to be located within this five (5) acre area. The remaining six (6) acres of property

were not affected by previous operations and are not anticipated to be disturbed for construction

purposes.


The Site is located in the Coastal Streams Basin at approximately 20 feet above mean sea level

(msl). The closest surface water body to the Site is east-southeast-flowing Bernard Bayou,

located approximately 700 feet north of the Site (Figure 1).

2.5 Data Describing the Soil and Quality of Discharge from the Site

The vicinity of the Site is reportedly underlain by the Citronelle Formation which is composed of

quartz sand, chert gravel and lenses, and layers of clay. Underlying the Citronelle Formation in

the region is the Miocene-age Graham Ferry Formation. The Graham Ferry Formation typically

consists of thick beds of sand or gravel seperated by clay layers.


3.0 BEST MANAGEMENT PRACTICES TO MINIMIZE POLLUTION IN RUNOFF

Erosion is not anticipated to be a significant problem during the excavation activities, as the Site

is generally flat. Soil disturbance activities involve excavation, therefore the exposed areas will

be at a lower elevation than the surrounding landscape. The contractor will berm off surficial

flow to prevent storm water, as necessary, from entering the construction area from other areas

of the Site.

3.1 Erosion and Sediment Controls

The contractor will perform excavation work from the north and south boundary of the

excavation area toward the newly constructed temporary haul road where excavated soil will be

immediately loaded into a truck and hauled to an off-site disposal facility. Once the excavation

limits are reached in the one (1) foot excavation areas, the areas will be sampled and clearance

will be given for the areas to be backfilled. Once backfilling is completed the contractor will

move to the three (3) foot excavation area using the same protocol. Three (3) foot excavation

areas will be followed by the six (6) foot excavation areas and then the Site will be considered

to be stabilized once all excavation and backfilling is completed.

Erosion and sediment controls will be designed to retain sediment on-site to the extent

practicable with consideration of local topography, soil type, and rainfall. The proposed

excavation area is topographically higher than the surrounding areas therefore a natural runon

control will exist. All storm water runoff affected by excavation activities should be contained

within the excavation area. Structural controls will be designed and utilized to reduce the off-

site transport of suspended sediments and other pollutants if it is necessary to pump or channel

standing water from the Site. Storm water and infiltrating groundwater in the excavation area

will be pumped into a frac tank and suspended sediments will be allowed to settle out before the

water is discharged to the Harrison County POTW. Routine weekly inspections of the Site will

ensure that structural controls are in place and are functioning correctly. These inspections will

be performed and documented by the on-site EarthCon representative. If deficiencies are found

in the runoff controls, they will be replaced or modified as soon as practicable after the control is

found to be performing inadequately or is damaged.


Sediment will be removed from sediment traps and silt curtains on an as-needed basis,

depending on the results of routine BMP inspections. In no case will the trapped sediment

exceed 50% of trap capacity. If sediment is found to escape past a particular BMP, the

frequency of inspections and/or clean outs or replacement of the BMP will be enhanced. Every

attempt will be made to complete restoration of the BMP before the next rain event. Controls

will also be implemented to limit, to the extent practicable, off-site transport of litter, construction

debris, and construction materials.

Tracked sediments from truck or equipment movement along surrounding roads will be removed

from paved areas, as necessary, utilizing a sweeper or shovels. Silt fences will be located

where runoff potentially flows into storm water channels or into internal Site drainage swales to

minimize the suspended sediment load.

Final stabilization practices will include a combination of: establishment of permanent

vegetation, use of vegetative buffer strips, and other similar measures. All excavated areas will

receive a topsoil cover which will be seeded and mulched. The mulch materials will be

generated from trees and large brush that are removed from the proposed excavation area prior

to beginning work.

3.2 Stabilization Practices

The following records shall be maintained and attached to the SWPPP:

• The dates when major grading activities occur;

• The dates when construction activities temporarily or permanently cease on a portion of the Site; and,

• The dates when final stabilization measures are initiated.

Stabilization measures shall be initiated as soon as practicable in portions of the Site where

construction activities have temporarily or permanently ceased, but in no case should

appropriate temporary or permanent stabilization occur more than seven (7) days after the

construction activity in that portion of the Site has temporarily or permanently ceased. The only

exception would be in the unlikely event that the area was precluded by snow cover or frozen

ground conditions.


Sediment basins will not be required. At a minimum, silt fences or equivalent sediment controls

will be used on all down slope boundaries (and for other boundaries deemed appropriate as

dictated by individual Site conditions) of the construction areas.

3.3 Structural Control Practices

Permanent storm water controls will not be necessary on-site.

3.4 Permanent Storm Water Controls

Vehicle tracking of sediments along surrounding roads will be minimized by utilizing a road

sweeper or shovels where practical when an accumulation of sediments is observed.

3.5 Other Controls

No construction materials will be stored on Site other than material and soil stockpiles when

necessary. Contaminated soil stockpiles will be covered with plastic if stored in the event of rain

to minimize the potential for erosion and sediment loading.

If necessary, velocity dissipation devices will be placed at discharge points associated with the

length of any outfall channel to provide for a non-erosive flow velocity.

All erosion and sediment control measures and other protective measures identified in the

SWPPP will be maintained in effective operating condition. If inspections determine that BMPs

or structural controls are not operating effectively, maintenance of the BMP will be performed or

additional BMPs will be added before the next anticipated storm event, or as necessary to

maintain the continued effectiveness of storm water controls. If maintenance prior to the next

anticipated storm event is impracticable, maintenance will be scheduled and accomplished as

soon as practicable. Erosion and sediment controls that have been intentionally disabled, run-

over, removed, or otherwise rendered ineffective will be replaced or corrected immediately upon

discovery.

3.6 Maintenance

Sediment and erosion control measures identified in the SWPPP must be inspected to ensure

that they are operating correctly. Qualified personnel shall inspect disturbed areas of the

construction site that have not been finally stabilized, areas used for storage of materials that

are exposed to precipitation, structural control measures, and locations where vehicles enter or

exit the Site at least once every seven (7) calendar days, before anticipated storm events

3.7 Inspections of Controls


expected to cause a significant amount of runoff, and within 24 hours of the end of a storm

event of 0.5 inches or greater. In the event of flooding or other uncontrollable situations which

prohibit access to the inspection sites, inspections will be conducted as soon as access is

practicable.

The SWPPP will be modified based on the results of inspections, as necessary, to better control

pollutants in runoff. Revisions to the SWPPP will be completed within seven (7) calendar days

following the inspection noting any deficiencies. If existing BMPs are modified, or if additional

BMPs are necessary, an implementation schedule will be described in the SWPPP utilizing the

attached forms. Wherever possible, those changes will be implemented before the next rainfall

event. If implementation before the next anticipated storm event is impracticable, these changes

will be implemented as soon as practicable. Sediment must be removed from sediment traps

when design capacity has been reduced by 50 percent. Litter, construction debris, and

construction chemicals exposed to storm water shall be prevented from becoming a pollutant

source for storm water discharges.

An inspection form summarizing the scope of the inspection, names of personnel making the

inspection, and the dates of the inspection will be made as part of the SWPPP. Major

observations should include: all areas of disturbance; locations of potential discharges of

sediment or other pollutants from the Site; locations of BMPs that need to be maintained;

locations of BMPs that failed to operate as designed or proved inadequate for a particular

location; and locations where additional BMPs are needed.

Actions taken as a result of inspections will be described on the attached forms. Reports will

identify any incidents of noncompliance. Where a report does not identify any incidents of non-

compliance, the report will contain a certification that the facility or Site is in compliance with the

SWPPP and the General Permit. The report will be signed by a responsible person or his duly

authorized representative (Appendix D).

If allowable non-storm water discharges are identified during construction activities, these

discharges will be identified on the attached forms and made part of the SWPPP.


A review was conducted of Threatened and Endangered Species that may be potentially

affected by the construction activities discussed in this SWPPP. The EPA Record of Decision

2002 indicated that the Atlantic Sturgeon, Red Cockaded Woodpecker, Eastern oysters, and

Carolina lilaeopsis are potentially present in the areas around the Site.

3.8 Threatened and Endangered Species

Using the process of visual examination in an ecological survey done by CDM on March 28,

1999, it was determined that none of the above species were in proximity of the construction

site. Therefore, the Site is eligible for Construction General Permit coverage under the Large

Construction Storm Water General Permit.

3.9 Registered Historic Places

A review was conducted of registered historic places that may be potentially affected by the

construction activities discussed in this SWPPP. The National Register for Historic Places

indicated that no registered historic places are associated with the construction site in Harrison

County, Mississippi.


4.0 PROJECT COMPLETION REPORT AND RETENTION OF RECORDS

When the construction project is complete and the Site has been stabilized in accordance with

the permit, a Large Construction Activity Request for Termination of Coverage Report form will

be completed, signed, dated, and submitted to the MDEQ Pollution Control Division, P.O. Box

2261, Jackson, MS 39225, within 30 days of achieving final stabilization. A copy of this form is

included in Appendix C.

Records required by the Large Construction Storm Water General Permit – NPDES Permit

MSR10 will be maintained for a minimum period of three years from the date of final Site

stabilization. These records will include:

1) A copy of the SWPPP; and

2) All reports and actions required by the general permit.

Figures

LEGEND:

Site Boundary

0.5 mile Radius from Site Boundary

Source Map: USGS 7.5 x 7.5 Minute Quadrangle:

Gulfport North, 2012

PROJ. NO: 02.20130380.13

FIGURE:DATE:CHECKED:DRAWN:

EarthCon Consultants Inc.

900 Holcomb Boulevard, Suite BOcean Springs, MS 39564

ChemFax, Inc.

Gulfport, Mississippi

CMF - 01/14 1

SITE LOCATION

SCALE

FEET

0 750 1500325

PROJ. NO: 02.20130380.13




ChemFax, Inc.


CMF - 11/13 1

NPDES SITE MAP

SCALE

FEET

0 150 30075

LEGEND:

Site Boundary Concrete Slab to be Removed

Excavation Area (change in surface water flow direction) Drainage Arrows

0-1 ft bgs Excavation Area CAMU - Location of Housekeeping Practices

0-3 ft bgs Excavation Area

0-6 ft bgs Excavation Area

Source Map: USGS 7.5 x 7.5 Minute Quadrangle: Gulfport North, 1994

PROJ. NO: 02.20130380.13




ChemFax, Inc.


CMF - 01/14 3

SURVEYOR'S MAP

DRAWING NOT TO SCALE

SOURCE : A SURVEY MAP OF A 0.396 ACRE, A 7.406 ACRE AND A 9.811 ACRE PARCEL OF LAND SITUATED IN SECTION 16, T-7-S, R-11-W, CITY OF GULFPORT,

HARRISON COUNTY, MISSISSIPPI by J.V. BURKES & ASSOCIATES, INC. on 1/8/2014

Appendix A Large Construction Storm Water General Permit : NPDES Permit MSR10

LARGE CONSTRUCTION NOTICE OF INTENT (LCNOI)F'OR COVERAGE UNDER THE LARGE CONSTRUCTION

sr oRM wArER G ENH"* * JJIJRffi,P,PSH,'ir MS R 1 0

INSTRUCTIONS

Thc l,arge Construction Notice of Intent (LCNOI) is for coveragc under thc Large Construction General Permit for land disturbingactivities of five (5) acres or greater; or for land disturbing activities, which are part of a larger common plan of development or sale that areinitialll, less than fir,e (5) acres but will ultimately disturb five (5) or more acres. Applicant must bc the owner or operator. For constructionactivities, the operator is typically the prime contractor. The owner(s) ofthe property and the prime contractor associated with regulatedconstruction activitl, on thc propertl' havc joint and sercral rcsponsibility' for compliancc with thc Large Construction Storm Water GeneralPermit NISRl0.

Completed LCNOIs should be filed at lcast thirty (30) da1's prior to thc commcncemcnt of construction. Discharse of storm water froma violation of state law.

Submittals with this LCNOI must includc:. A site-spccific Storm \\/atcr Pollution Prevention Plan (SWPPP) developcd in accordance with ACT5 of the Gcneral Permit. A detailed site-specific scaled drarving showing the properfy la1'out and thc features outlined in ACT5 of the General Permito A flnited Statcs Geological Sun'ey,GISCS) quadranglc map or photocopy, extending at lcast one-half milc beyond the facility property

boundaries lvith the site location and outfalls outlined or highlighted. The name of the quadrangle map must be shown on all copies.

Quadranglc maps can bc obtaincd from the NIDEQ' Office of Ceology at 601-961-5523.

Additional submittals may includc the following, if applicable:. Appropriate Section 404 documentation from l-J.S. Army Corps of Engineers. Appropriatc documentation concerning future disposal ofsanitary scwage and servage collection system construction. Appropriate documentation from the NIDEQ Office of Land & Water concerning dam construction and low flow requirements. Approval fromCountytltilityAuthorityinl{ancock, llarrison,Jackson,Pearl RiverandStoneCounties

All QTIESTIONS NIIIST BE ANSWERED (Answer "NA" if the question is not applicable)

APPLICANT IS THE: WNER E PRIME CONTRACTOR (Must check one or both)

OWNER INFORMATION

OWNER CONTACT PERSON: RObETt KETSh

owNER COMPANY NAME: State of Mississippi - Attorney General's Office

OWNER STREET OR P.O. BOX: P.O. Box220

OWNER CITY: JACKSON STATE: MS zrPz 39205

owNER PHONE # (INCLUDE AREA CODE): 601-359-7600

PRIME CONTRACTOR INFORMATION

PRIME CONTRACTOR CONTACT PERSON:

PRIME CONTRACTOR COMPANY:

PRIME CONTRACTOR STREET OR P.O. BOX:

PRIME CONTRACTOR CITY:

pRrME CONTRACTOR PHONE # (INCLUDE AREA CODE):

STATE: ZIP:

PROJECT INFORMATION

PROJECT NAME: ChemFax. Inc.

TOTAL ACREAGE THAT WILL BE DISTURBED 1: 5

IS THIS PART OF A LARGER COMMON PLAN OF DEVELOPMENT? ! vns ENoIF YES, NAME OF LARGER COMMON PLAN OF DEVELOPMENT:

AND PERMIT COVERAGE NUMBER:

DESCRIPTION OF CONSTRUCTION ACTMTY: Contaminated soil excavation and removal.

Concrete excavation and removal.

PROPOSED DESCRIPTION OF PROPERTY USE AFTER CONSTRUCTION HAS BEEN COMPLETED (includestandard industrial classification code (SIC) if known):

State Superfund Site - MDOT rail spur, commercial or industrial use.

SIC Code

PHYSICAL SITE ADDRESS (If the physical address is not available indicate the nearest named road. For linear projects,indicate the beginning ofthe project and identify all counties the project traverses.)

STREET: Three Rivers Road

CITY: Gulfborl COUNTY: Harrison CounW zrPz 39503

LATITUDE ; 30 6lsglss5 25 minutes 45 seconds LONGITUDE: 89 degrees 05 minutes 2l seconds

LAT & LONG DATA SOURCE (GPS (Pleose GPS Projecr Enrrnnce/Stort Poinl) or Nlap Interpolation)! GOOgle Eafth

NEAREST NAMED RECEIVING STREAM: BETNATd BAYOU

IS RECEIVING STREAM ON MISSISSIPPI'S 303(d) LIST OF IMPAIRED WATER ! VNS E NOBODIES? (The 303(d) list ot impaired waters and TMDL stream segments may be found on MDEQ's web site:h ttp://www.deq.sta te.ms.us/MDEQ.nsTpagc/TWB_Total_Maximum_Daily_Load_Scc tion)

HAS A TMDL BEEN ESTABLISHED FOR THE RECEIVING STREAM SEGMENT? [ VNS E NO

ARE THERE RECREATIONAL STREAMS, PRIVATE/PUBLIC PONDS OR LAKES E] YTS E NOWITHIN %NIILE DOWNSTREAM OF PROJECT BOUNDRY THAT MAY BEIMPACTED BY THE CONSTRUCTION ACTIVITY?

EXISTING DATA DESCRIBING THE SOIL (for linear projects please describe in SWPPP): Contaminated soils

are surficial deposits overlying the Citronelle Formation contaminated with BTEX and SVOC PAHs.

WILL FLOCCULANTS BE USED TO TREAT TURBIDITY IN STORM WATER? ! VNS ENO

IF YES,INDICATE THE TYPE OF FLOCCULANT. E INIONIC POLYACRYLIMIDE (PAM)

fl orspnIF YES, DOES THE SWPPP DESCRIBE THE METHOD OF INTRODUCTION, THE LOCATION OF INTRODUCTION

AND THE LOCATION OF WHERE FLOCCULATED MATERIAL WILL SETTLE? ! VTS E NO

rAcreage for subdivision development includes areas disturbed by construction ofroads, utrlities and drainage Additionally, a housesite ofat least 10,000 ff per lot(entire lot, rfsmaller) shall be included in calculating acreage disturbed

DOCUMENTATION OF COMPLIANCE WITH OTHER REGULATIONS/REQUIREMENTS

COVERAGE UNDER THIS PERMIT WILL NOT BE GRANTED UNTIL ALL OTHER REQUIREDIlIDEQ PERMITS AND APPROVALS ARE SATISFACTORILY ADDRESSED

IS LCNOI FOR A FACILITY THAT WILL REQUIRE OTHER PERMITS?

IF YES, CHECK ALL THAT Apply: E nIn ! nlZnnOOUS WASTE

!wnrnn srATE onERATTNG I lNorvrouAL NnDES

! vrs f]noI rnErnnATMENT

! orHen'

TS THE PROJECT REROUTING, FILLING OR CROSSING A WATER CONVEYANCEOF ANY KIND? (lf yes, contact tlie U.S. Army Corps of Engineers'Regulatory Branch for E vBS E Noperm itting requirements.)

IF THE PROJECT REQUIRES A CORPS OF ENGINEER SECTION 404 PERMIT, PROVIDE APPROPRIATEDOCUMENTATION THAT:

. The project has been approved by individual permit, or

o The work will be covered by a nationwide permit and NO NOTIFICATION to the Corps is required, or

o The work will be covered by a nationwide or general permit and NOTIFICATION to the Corps is required

IS A LAKE REQUIRING THE CONSTRUCTION OF A DAM BEING PROPOSED?(If yes, provide appropriate approval documentation from MDEQ OIIice of Land andWater, Dam Safety.)

E vns ENo

IF THE PROJECT IS A SUBDIVISION OR A COMMERCIAL DEVELOPMENT, HOW WILL SANITARY SEWAGEBE DISPOSED? Check one of the following and attach the pertinent documents.

f] Existins Municipal or Commercial Svstem. Please attach plans and specifications for the collection system and theassociated "Information Regarding Proposed Wastewater Projects" form or approval from County Utility Authority inHancock, Harrison, Jackson, Pearl River and Stone Counties. If the plans and specifications can not be provided at the timeof LCNOI submittal, MDEQ will accept written acknowledgement from official(s) responsible for wastewatercollection and treatment that the flows generated from the proposed project can and will be transported and treatedproperly. The letter must include the estimated flow.

l-l Collection and Treatment Svstem will be Constructed. Please attach a copy of the coverpermit from MDEQ or indicate the date the application was submitted to MDEQ (Date:

of the NPDES discharge

tr . Please attach a copy ofthe Letterof General Acceptance from the Mississippi State Department of Health or certification from a registered professionalengineer that the platted lots should support individual onsite wastewater disposal systems.

tr A determination of they MDEQ. A copy of the

response from MDEQ concerning the feasibility study must be attached. If a central collection and wastewater systemis not feasible, then please attach a copy of the Letter of General Acceptance from the State Department of Health orcertification from a registered professional engineer that the platted lots should support individual onsite wastewaterdisposal systems.

INDICATE ANY LOCAL STORM WATER ORDINANCE WITH WHICH THE PROJECT MUST COMPLY:

City of Gulfport Erosion, Sediment, and Post-Construction Ordinance 2419 and Revision to Ordinance 2419

4

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision inaccordance with a system designed to assure that qualified personnel properly gathered and evaluated the informationsubmitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible forgathering the information, the information 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 andimprisonment for knowing violations.

rThis application shall be signed as follows:o For a corporation, by a responsible corporate officer.o For a partnership, by a general partner.o For a sole proprietorship, by the proprietor.o For a municipal, state or other public facility, by principal executive officer, mayor, or ranking elected official.

Please submit the LCNOI form to: Chief, Environmental Permits DivisionMS Department of Environmental Quality, Office of Pollution ControlP.O. Box 2261Jackson, Mississippi 39225

rzf rt lr3Date Signed

-rrrfisATitle

Revised 12116ll0

Appendix B Worksheets

Chemfax, Inc. Site

WORKSHEET UPDATE(S):

WORKSHEET 1

POLLUTION PREVENTION TEAM

MEMBER ROSTER

COMPLETED BY: TITLE: DATE:

LEADER: Craig Farmer

TITLE: Site Manager OFFICE PHONE: 601-850-7999

RESPONSIBILITIES: Responsible for: overall compliance with the terms of the NPDES Permit and SWPPP; budgeting SWPPP compliance costs; signatory

MEMBERS:

1 Lars Larson/Laura Sanchez

TITLE: Field Supervisor OFFICE PHONE: 228-872-3096

RESPONSIBILITIES: Responsible for environmental oversight, coordination, and maintaining a complete set of records in relation to the SWPPP for cap construction at the Chemfax, Inc. site a period of three years after the NOT has been submitted.



RESPONSIBILITIES: When responsible for: ensuring weekly site inspections are conducted and documented; identifying any deficiencies and potential BMPs to rectify the problem, ensuring quarterly visual and chemical storm water sampling and analysis is conducted as required by the permit; maintaining all records and documents as stipulated in the permit and SWPPP; and, timely preparation and submission of Discharge Monitoring Reports. Also, responsible for conducting preventative and periodic maintenance of all storm water controls as necessary; coordination and supervision of spill response actions. Also, responsible for responding to and assisting in the clean-up of any spills and the maintenance of storm water controls as necessary.



RESPONSIBILITIES: Responsible for responding to and assisting in the clean-up of any spills and the maintenance of storm water controls as necessary.



RESPONSIBILITIES: Responsible for comprehensive compliance evaluations of the SWPPP.

Chemfax, Inc. Site


WORKSHEET 2

NON-STORM WATER DISCHARGE INSPECTION

(Complete one worksheet for each outfall) Completed By: Date: Time: Outfall Description: Time since last rain (hours or days) Quantity of last rain (inches): Flow observed: (Yes or No) CONTINUE IF FLOW OBSERVED = YES Visual Inspection Description (color, odor, appearance of foreign material, oil sheen, etc.): Temperature (use descriptor such as cold or hot if thermometer is not available) Volume (gallons/minute) Review of Construction Plans Smoke or Dye Tests SUSPECTED POTENTIAL SOURCES AND COMMENTS:

Chemfax, Inc. Site


WORKSHEET 3A

ELIGIBLE NON-STORM WATER DISCHARGE INSPECTION

(Complete one worksheet for each outfall) Completed By: Date: Time: Outfall Description: Time since last rain (hours or days) Quantity of last rain (inches): Flow observed: (Yes or No) CONTINUE IF FLOW OBSERVED = YES Visual Inspection Description (color, odor, appearance of foreign material, oil sheen, etc.): Temperature (use descriptor such as cold or hot if thermometer is not available) Volume (gallons/minute) Review of Construction Plans Smoke or Dye Tests SUSPECTED POTENTIAL SOURCES AND COMMENTS:

Chemfax, Inc. Site


WORKSHEET 3B

ELIGIBLE NON-STORM WATER DISCHARGE ASSESSMENT

COMPLETED BY: Lars Larson/Laura Sanchez TITLE: Field Supervisor DATE:

Date of Discharge

Quantity

Method Used to Test or

Evaluate Discharge

Describe Eligible Water Source and Water Quality Name of Person Who Conducted the Test or

Evaluation

None Identified

Visual Lars Larson/Laura

Sanchez

Chemfax, Inc. Site


WORKSHEET 4

NON-STORM WATER DISCHARGE ASSESSMENT AND FAILURE TO CERTIFY NOTIFICATION

COMPLETED BY: TITLE: DATE:

Directions: If you cannot feasibly test or evaluate an outfall, fill in the table below with the appropriate information and sign this form to certify the accuracy of the included information.

List all outfalls not tested or evaluated, describe any potential sources of non-storm water pollution from listed outfalls, and state the reason(s) why certification is not possible. Use the key from your site map to identify each outfall.

Important Notice: If applicable, a copy of this notification must be signed and submitted to the Director within 180 days of the effective date of this permit.

Identify Outfall Not Tested/Evaluated

Description of Why Certification is Infeasible

Description of Potential Sources of Non-Storm Water Pollution

NOT REQUIRED, ALL OUTFALLS WERE VISUALLY OBSERVED, NO NON-STORM WATER DISCHARGE

NONE

CERTIFICATION

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information 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 of knowing violations, and that such notification has been made to the Director within 180 days of (date permit was issued), the effective date of this permit.

Name & Official Title (type or print):

Area Code and Telephone No:

Signature:

Date Signed:

Chemfax, Inc. Site


WORKSHEET 5

MATERIAL INVENTORY Completed By: Jay Ferris Title: Senior Geologist Date: 11/7/13

Instructions: List all materials used, stored, or produced on site. Assess and evaluate these materials for their potential to contribute pollutants to storm-water runoff. Also complete Worksheet 6 if the material has been exposed during the last three years.

Material Purpose/ Location Quantity (units)

Quantity Exposed In Last 3

Years

Likelihood of contact with storm water.

If yes, describe reason.

Past Significant

Spill or Leak

Used Produced Stored Yes No

N/A None

Chemfax, Inc. Site


WORKSHEET 6

DESCRIPTION OF EXPOSED SIGNIFICANT MATERIAL

COMPLETED BY: Jay Ferris TITLE: Senior Geologist DATE: 11/7/2013

Instructions: Based on your material inventory, describe the significant materials that were exposed to storm water during the past three years and/or are currently exposed.

Description of Exposed

Significant Material

Period of Exposure

Quantity Exposed (units)

Location (as indicated on

the site map)

Method of Storage or Disposal

(e.g. pile, drum, tank)

Material Management Practice and Structural/Non-structural

Controls in Use (e.g., pile covered, drum sealed)

Description of Treatment

N/A

Chemfax, Inc. Site


WORKSHEET 7

RISK IDENTIFICATION AND

POTENTIAL POLLUTANT SOURCES NARRATIVE

DATE: 11/7/13

The following is a summary of the potential pollutant sources associated with the construction

activities at the Chemfax, Inc. Site.

1. Soil excavation and moving – Soil excavation and moving is an integral part of the

construction activities in general. Soil moving is continuous and moves as the areas of

excavation expand. Soil excavation and moving will potentially affect primarily the Total

Suspended Solids (TSS) loading.

2. Significant materials storage - The storage of significant materials includes the

temporary storage of stockpiled soils used for backfilling excavation. The storage of

stockpiled soils will affect TSS while the temporary waste soil storage may affect TSS,

BOD, COD, N3, TKN, pH, Total P, Total Iron and a variety of other parameters

depending on the make-up of the waste soil.

3. Vehicle tracking of sediments - Vehicle tracking of sediments is a function of the

condition of the haul roads. Trucks that are required to operate on unimproved road

surfaces during wet weather will track mud to the entrance/exit and back onto the

improved public thoroughfares where there generally are no structural controls to

manage excess levels of mud. This mud, regardless of location will increase TSS levels.

Similarly, dry weather will generate dust that can contribute to increased TSS levels.

Chemfax, Inc. Site

4. Vehicle and equipment maintenance areas – Vehicle and equipment maintenance will

be limited as these activities can require the storage of significant quantities of chemicals

and petroleum products. The storage of these materials and their use in preventative

and corrective maintenance has the potential to contribute to storm water pollution

through exposure, spills and/or leaks. Typically, pollution from these activities would be

noted through increased levels of oils and greases, the presence of heavy metals,

ethylene glycol and/or pH changes.

5. Outdoor vehicle and equipment storage and parking - Storage/parking of equipment and

vehicles outdoors can result in fluid leaks in the storage/parking areas that contribute to

storm water pollution. This type of storm water pollution is typically manifested in

elevated levels of oil and grease, heavy metals, organics and fuel constituents such as

Benzene, Toluene, Ethylbenzene, and Xylene (BTEX).

6. Refueling points – The refueling area, if needed, has the potential to contribute to storm

water pollution due to spills and leaks during refueling, spills due to topping off vehicles,

and leaking or defective equipment. This type of storm water pollution will yield elevated

levels of BTEX, TPH, heavy metals, oils and greases. Any fuel storage will be kept at

minimal levels, inspected daily while in operation and any spills will be addressed

immediately to prevent storm water contact.

7. Equipment and vehicle washing activities - Vehicle and equipment washing is an

important part of equipment preventative maintenance. If not properly managed, wash

waters have the potential of contributing to storm water pollution. This will be noted

through increased levels of heavy metals, solvents, TSS, salts, and oils and greases.

8. Portable Toilet - Failure or the improper functioning of a portable toilet could result in

elevated levels of bacteria, BOD and TSS that could potentially affect storm water run

off.

Chemfax, Inc. Site


WORKSHEET 8

SWPPP SITE MAP COMPLETED BY: Christine Frost TITLE: Staff Engineer DATE: 11/72013

Instructions: If revision is made to the included site map note revisions on form and append to SWPPP.

MDEQ's General Permit requires that you indicate the following features on your site map:

1. Boundaries of property and proposed construction activities, noting any phasing of construction activities,

2. Original and proposed contours (if feasible), with side slopes identified, 3. North arrow, 4. Drainage pattern arrows, 5. Location of sensitive areas, such as wetlands, perennial streams and adjacent

receiving water bodies. 6. Location of any storm drain inlets, 7. All erosion and sediment controls, 8. Any post-construction control measures, and 9. Location of any housekeeping practices.

Chemfax, Inc. Site


WORKSHEET 9

LIST OF SIGNIFICANT SPILLS AND LEAKS COMPLETED BY: Jay Ferris TITLE: Senior Geologist DATE: 11/7/2013

Directions: Record below all significant spills and significant leaks of toxic or hazardous pollutants that have occurred at the facility in the three years prior to the effective date of the permit.

Definitions: Significant spills include, but are not limited to, releases of oil or hazardous substances in excess of reportable quantities.

1ST YEAR PRIOR

Date (m/d/y)

Spill Leak Location

(as indicated on site map)

Description Response Procedure

Preventive Measures

Taken Type of Material Quantity

Source, if known Reason

Amount of Material

Recovered

Material No Longer Exposed to

Storm Water (True/False)

NONE

2ND YEAR PRIOR

Date (m/d/y)

Spill Leak Location



Preventive Measures



Amount of Material

Recovered



NONE

3RD YEAR PRIOR

Date (m/d/y)

Spill Leak Location



Preventive Measures



Amount of Material

Recovered



NONE

Chemfax, Inc. Site


WORKSHEET 10

BMP IDENTIFICATION COMPLETED BY: Jay Ferris TITLE: Senior Geologist DATE: 11/7/2013

Instructions: Describe the Best Management Practices (BMPs) that you have selected to include in your plan. For each of the baseline BMPs, describe actions that will be incorporated into facility operations. Also describe any additional BMPs (activity-specific) and site-specific BMPs that you have selected.

BMPs BRIEF DESCRIPTION OF ACTIVITIES

Good Housekeeping Covered storage of soils etc. Daily clean-up of maintenance areas Use of drip pans where

appropriate Store significant materials away from traffic areas

Preventive Maintenance (PM) Conduct routine cleaning and PM of silt fences.

Inspections Conduct and document weekly inspections per the SWP3 Weekly Inspection Checklist.

Spill Prevention Response Adequate spill clean-up materials at maintenance, refueling and significant chemical storage areas

Spill and overfill protection Provide sorbent materials to filter stormwater accumulation in containment

area Post cautionary signs Provide spill response to refueling area Posted signs cautioning against overfilling/topping off

Sediment and Erosion Control Proper placement and use of structural controls: dikes, swales, check-dams, filter fences, sedimentation

ponds, pipe slope drains and outlet protection Vegetate barren areas Maintain natural vegetation

Temporary stabilization measures Road stabilization/improvement Use of wet weather areas

Dust control Road sweeping

Management of Runoff Apply fertilizer, etc., in accordance with manufacturer’s instructions Upgradient diversion berms

Downgradient toe berms Proper disposal of waste materials (oils, rags, fluids, etc.) Routine clean

up of equipment/vehicle lot Contain/dispose/recycle wash waters Do not use detergents

Additional BMPs (Activity-specific and Site-specific)

Recycle waste materials when appropriate

Chemfax, Inc. Site


WORKSHEET 11

EMPLOYEE TRAINING COMPLETED BY: Jay Ferris TITLE: Senior Geologist DATE: 11/7/2013

Instructions: Describe the employee training program for your facility below. The program should, at a minimum, address spill prevention and response, good housekeeping, and material management practices. Provide a schedule for the training program and list the employees who attend training sessions.

Training Topics Brief Description of Training Program/Materials

(e.g. film, newsletter course)

Schedule for Training

(list dates) Attendees

Storm Water Pollution Prevention

Review the SWPPP and BMPs that are to be implemented, discuss good housekeeping procedures and material management practices as they relate to construction operations

Site Orientation (Once)

Construction and compliance personnel

Spill Prevention and Response

Discuss Material Safety Data Sheets (MSDS) and how to interpret, review spill clean-up materials and their locations

If Necessary Construction and compliance personnel

Other Topics

Other routine training classes such as, Right to Know and SPCC, may also apply to Storm Water Pollution Prevention. Copies of this information and rosters are available from the training representative

If Necessary As required

Chemfax, Inc. Site

WORKSHEET 12

SWP3 WEEKLY SITE INSPECTION CHECKLIST

AREA/ACTIVITY TO BE INSPECTED Circle One

Adds to SW

Pollution

Comments and/or Corrective Actions Taken

CONSTRUCTION FACILITIES

1) Adequate spill clean-up materials are available

Yes No N/A

2) Ground is clean and free of stains and spills

Yes No N/A

3) Grit traps/sumps are clean and serviceable

Yes No N/A

4) MSDS sheets available for all chemicals used

Yes No N/A

5) All containers are in good condition/closed

Yes No N/A

6) Equipment parking area is adequately maintained

Yes No N/A

STORAGE TANKS/REFUELING POINTS

Aboveground Storage Tanks

1) Tanks and piping are sound Yes No N/A

2) Secondary containment is sound and closed, if applicable.

Yes No N/A

3) Containment drain is sound, if applicable.

Yes No N/A

4) Spills in/out of containment are promptly cleaned up

Yes No N/A

5) If water is present in the secondary containment, is it free of visible sheen

Yes No N/A

Refueling Points

1) All required signs are provided and legible

Yes No N/A


Yes No N/A

CHEMICAL/PETROLEUM STORAGE AREAS (OTHER THAN FUEL)

1) Stored materials are protected from the weather

Yes No N/A

2) Stored materials have adequate containment

Yes No N/A

Chemfax, Inc. Site

3) Stored materials are clearly labeled Yes No N/A

4) All containers are in good condition and closed

Yes No N/A


Yes No N/A

CONSTRUCTION OPERATIONS

1) Adequate silt fences or the equivalent are provided

Yes No N/A

2) Adequate vegetation is established/maintained

Yes No N/A

3) Sediment and detention ponds are operable

Yes No N/A

4) Ditches and channels show significant erosion

Yes No N/A

5) Adequate cover is provided where needed

Yes No N/A

6) Water pumps contribute to erosion Yes No N/A

7) Leachate tanks/sumps/piping are in good condition

Yes No N/A

8) Upgradient diversion berms and downgradient containment berms are in place

Yes No N/A

9) Mud/dust is adequately controlled on the haul roads and at the entrance/exit

Yes No N/A

10) Other erosion control structures are functioning effectively

Yes No N/A

Rainfall since last inspection? YES NO If yes, how much (inches) and date? / Discharge from Outfalls? YES NO Inspection Completed by (signature): Date___ CC:

Chemfax, Inc. Site

WORKSHEET 13

WEEKLY VISUAL STORM WATER DISCHARGE ANALYSIS

Date: Location: Outfall # Time flow began (24 Hr Clock): Runoff due to: Rainfall / Snowmelt Time sample was collected*: (circle one) Duration of the storm event (Hours): Total Rainfall in inches: Days since last Rainfall of >0.1 inches: Estimate of total flow: gal * Sample must be collected within 30 minutes of initial discharge from outfall, if this is impractical collect within the first hour and document why. The following sample analysis is subjective in nature and when possible, should be conducted by the same individual each time, for consistency.

Parameter Evaluation

(1=Good 10=Bad) Comments/Description/Potential Source

(Be as descriptive as possible for each parameter)

Color

1 2 3 4 5 6 7 8 9 10 Clear Dark brown

Odor

1 2 3 4 5 6 7 8 9 10 None Pungent

Clarity

1 2 3 4 5 6 7 8 9 10 Clear Opaque

Floating Solids

1 2 3 4 5 6 7 8 9 10 None Covered

Settled Solids

1

1 2 3 4 5 6 7 8 9 10 None 1/2" > 1''

Suspended Solids

1

1 2 3 4 5 6 7 8 9 10 None Significant

Foam

1 2 3 4 5 6 7 8 9 10 None Significant

Oil Sheen

1 2 3 4 5 6 7 8 9 10 None Free product

Other indicators of pollution (note each)

1 2 3 4 5 6 7 8 9 10

1 - Evaluate after allowing sample to settle one hour Corrective actions recommended and person responsible for initiating corrective actions 1. 2. 3. Name of Sampler/Evaluator Signature of Sampler/Evaluator

Storm Water Pollution Prevention Plan December 2013 Chemfax, Inc. Site Gulfport, Harrison County, Mississippi

Appendix C Request for Termination (RFT) of Coverage

Request for Termination (RFT) of Coverage

LARGE CONSTRUCTION GENERAL PERMIT Coverage No. MSR10 __ __ __ __ County ______________________

(Fill in your Certificate of Coverage Number and County)

This form must be submitted within thirty (30) days of achieving final stabilization (see ACT13, T-13 of general permit). Failure to submit this form is a violation of permit conditions. The signatory of this form must be the owner or operator (prime contractor) who is the current coverage recipient (rather than the project manager or environmental consultant).

(Please Print or Type)

Project Name: _________________________________________________________________________________________________________________ Physical Site Street Address (if not available, indicate nearest named road): _____________________________________________________________ City: _____________________________________ County: _________________________________ Zip: ____________________ Coverage Recipient Company Name: _____________________________________________________________________________________________ Street Address / P.O. Box: _______________________________________________________________________________________________________ City: ____________________________________________________ State: __________________ Zip: ____________________ Coverage Recipient Contact Name and Position: __________________________________________________ Tel. #: (____)_____________

Has another owner(s) or operator(s) assumed control over all areas of the site that have not reached final stabilization?

RESIDENTIAL SUBDIVISIONS: YES. A copy of the Registration Form for Residential Lot Coverage for each lot or out parcel that has been sold and a site map, indicating which lots have been sold, are attached. NO. Coverage may not be terminated until all areas have reached final stabilization.

COMMERCIAL DEVELOPMENT: YES. A copy of the site map, indicating which out-parcels have been sold, is attached. NO. Coverage may not be terminated until all areas have reached final stabilization.

I certify under penalty of law that this document and all attachments were prepared under my direction or 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 person or persons who manage the system, or those persons directly responsible for gathering the information, the information 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 fines and imprisonment for knowing violations. I understand that by submitting this Request for Termination and receiving written confirmation, I will no longer be authorized to discharge storm water associated with construction activity under this general permit. Discharging pollutants associated with construction activity to waters of the State without proper permit coverage is a violation of state law. I also understand that the submittal of this Request for Termination does not release an owner or operator from liability for any violations of this permit or the Clean Water Act.

__________________________________ _________________ ________________________________ ________________ Authorized Name (Print) Telephone Signature Date Signed 1This application shall be signed according to the General Permit, ACT12, T-7 as follows: - For a corporation, by a responsible corporate officer. - For a partnership, by a general partner. - For a sole proprietorship, by the proprietor. - For a municipal, state or other public facility, by principal executive officer, mayor, or ranking elected official. After signing please mail to: Chief, Environmental Permits Division MS Department of Environmental Quality, Office of Pollution Control P.O. Box 2261 Jackson, Mississippi 39225

Revised: 12/21/10

16

Storm Water Pollution Prevention Plan December 2013

Chemfax, Inc. Site Gulfport, Harrison County, Mississippi

Appendix D SWPPP Certification

storm water pollution prevention plans (swp3)

Documents