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Home My WebLink About20080868 Ver 3_CAMA Application_20090310o?oFCOast9t? r w aA 4+t.? O1.i r O S Le it u 2, a z _ North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman., Secretary 5 March 2009 EXPRESS PERMIT REVIEW PROGRAM MEMORANDUM TO: FROM: SUBJECT: Applicant: Cyndi Karoly Division of Water Quality David W. Moye Express Permits Coordinator 10NEM221 MAR 1 6 2009 ?AWMri CAMA/DREDGE & FILL Permit Application Review PCS Phosphate Company, Inc. NC 306 Relocation Project Project Location: Off NC 306 on an unnamed tributary (UP1) of the Pamlico River, just east of the PCS Phosphate, Inc. plant site near the Town of Aurora in Beaufort County, North Carolina. Proposed Project: The applicant proposes to construct a bridge over an unnamed tributary (UP1) of the Pamlico River associated with the relocation of NC 306. Please indicate below your agency's position or viewpoint on the proposed project and return this form by 26 March 2009. If you have any questions regarding the proposed project, please contact David W. Moye at 252-948-3852. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE 943 Washington Square Mall, Washington, North Carolina 27889 Phone: 252-946-6481 1 FAX: 252-948-0478 1 Internet: www.nccoastalmanagement.neV An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 110% Post Consumer Paper DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT Express Permit Review Program APPLICANT'S NAME: PCS Phosphate Company, Inc. 2. LOCATION OF PROJECT SITE: Off NC 306 on an unnamed tributary (UP1) of the Pamlico River, just east of the PCS Phosphate, Inc. plant site near the Town of Aurora in Beaufort County, North Carolina Photo Index - 2006: 98-8199; R-19,20,S-18,19, 2000: 98-1093; G-5,1-5 State Plane Coordinates - X: 2,667,050Y: 601,000 GPS Rover File - did not obtain Bath Quad. (lower right corner) 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 22 January 2009 Was Applicant Present - YES 5. PROCESSING PROCEDURE: Application Received - 5 March 2009 Office - Washington 6. SITE DESCRIPTION: (A) Local Land Use Plan - Beaufort County Land Classification From LUP - Conservation (Water, Wetlands), Rural (Land) (B) AEC(s) Involved: EW, PTA, CS, CW (C) Water Dependent: YES (D) Intended Use: Public (E) Wastewater Treatment: Existing - N/A Planned - N/A 7 8 (F) Type of Structures: Existing - None Planned - Bridge, road, culverts (G) Estimated Annual Rate of Erosion: N/A Source - N/A HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands ±723,680 ft ±8,280 ft2 shaded 404 filled area by bridge road const. (CW/404) (B) Non-Vegetated Wetlands ±720 ft2 shaded Creek b bridge (C) Other Highground ±1,219,680 ft2 road const. (D) Total Area Disturbed: ±44.5 acres (±1,952,360 ft2) (E) Primary Nursery Area: No (F) Water Classification: SB-NSW Open: NO PROJECT SUMMARY: The applicant proposes to construct a bridge over an unnamed tributary (UP1) to the Pamlico River associated with the relocation of NC 306. PCS Phosphate Company, Inc. NC 306 Relocation Project Beaufort County Express Permit Review Program Project setting Jeffrey C. Furness, Senior Environmental Scientist, with PCS Phosphate Company, Inc., has requested the attached application be processed under the Express Permit Review Program, for the relocation of a section of NC 306 and the construction of a bridge over an unnamed tributary (UP1) of the Pamlico River. PCS Phosphate Company, Inc. (PCS) is a mining and refining industry located near the Town of Aurora in Beaufort County, North Carolina. PCS has extensive land holdings in this area of the county bordering the Pamlico River, South Creek and their tributaries. The NC Department of Transportation (NCDOT) has agreed in principal to the proposed road relocation (see the attached letter dated 2 July 2007 and E-mail dated 6 July 2007 from NCDOT). PCS is currently pursuing a new US Army Corps of Engineers (USACOE) permit for an expansion of their phosphate mine in Aurora. A Final Environmental Impact Study (EIS) is awaiting action on a Record of Decision from the USACOE. The relocation of NC 306 involves area within the currently approved COE permit as well as area in the proposed expansion. All impacts to wetlands discussed in this application are covered by the existing USACOE permit or will be addressed in the forthcoming COE permit. Since the need to relocate NC 306 is dependent on PCS being allowed to expand their current mining area, any final action of this application will be held in abeyance until a permit has been issued by the USACOE that would facilitate the moving of the road. The project site includes UP1, the main outfall for PCS, a large area of forested land, and areas of Coastal Wetlands, and Section 404 Wetlands (under the jurisdiction of the USACOE). UP1 is a narrow creek (±20 `wide) with Coastal Wetlands on both sides of the creek. The Coastal Wetlands consist of Spartina cynosuroides, S. patens, and Cladium iamaicense. At the proposed bridge crossing, the wetland area is ±125' wide on the west side and ±105' wide on the east side, and this wetland area is dominated by Phragmities. The wetland areas on both sides of the creek quickly transition into wooded areas with pines, mixed hardwoods, vines, and shrubs. The majority of the adjacent wooded areas on both sides of the creek have been timbered with only a narrow fringe remaining adjacent the wetland areas. The timbering is part of PCS' staging for the mine advance into this area. The adjacent property upstream and downstream of the project area is in various stages of timber growth, cutover areas, and natural areas along the river. Vegetation ranges from Coastal Wetlands along the river shore, to 404 wetland areas, to upland forested areas with vines and shrubs similar to the area describe at UP1. The next upstream development from the project area is the PCS plant site. The NCDOT ferry landing abuts PCS property to the east ±4,000' from UP1. A' Ir A, r* PCS Phosphate Company, Inc. NC 306 Relocation Project Beaufort County Page two Pamlico River at the project site is classified as SB-NSW by the Environmental Management Commission. Pamlico River at this location is classified as coastal water and is not open to shell fishing. The unnamed tributary (UP1) carries the same classifications as the Pamlico River. The site is ±5' above normal water level and the river is ±3.4 miles wide at this location. The navigable portion of UP1 terminates ±400' upstream of the proposed bridge crossing site and the majority of the UP1 watershed boundary is north of the existing NC 306. Project description The applicant proposes to relocate a section of NC 306 in preparation for the mine advance, by constructing a new 2.075 mile long section of road north of the existing alignment, which will bring the road closer to the Pamlico River. The section to be moved begins at the entrance to the Plant site and ends at the NCDOT ferry landing entrance. The relocation will require the installation of a 36 wide by 360' long bridge over UP1. The bridge is made up of 9 - 40' long spans, and the plat(s) show that the creek will be spanned in its entirety. The navigation clearance under the bridge will be 7' 10" as measured from the Normal Water Level (NWL) to the bottom of the bridge stringers. The height above the wetland substrate will vary from a minimum of 5'2" to a maximum of 7' 10" as measured to the bottom of the stringers. The proposed end bents will be stabilized with granite riprap on a 3:1 slope that will encompass a footprint of ±11' by ±63' (avg.) at the west end, and 3'5" by ±63' (avg.) at the east end of the bridge. This riprap, as well as a portion of the new road will result in ±2,850 ft2 of fill being placed in Section 404 wetlands at the proposed crossing. The remaining 2.075 mile section of new road will have a base width of 92' and a paved surface including the road shoulder of 28'. The right-of-way for the new road is 100' wide. The construction of the new road will result in the disturbances of ±1,219,680 ftz (±28 acres) of uplands, as well as the filling of ±723,680 ft2 (16.6 acres) of Section 404 wetlands. In addition, culvert crossings of the outfall canal will be required in two separate locations. The outfall canal is not an Area of Environmental Concern under the permit jurisdiction of the Division of Coastal Management. The applicant has applied for a Stormwater Permit from the Division of Water Quality as part of the Express Application Process. Anticipated impacts The project as proposed will result in the shading of ±720 ft2 of creek bottom and PCS Phosphate Company, Inc. NC 306 Relocation Project Beaufort County Page three ±8,280 ft2 of wetlands associated with the installation of the bridge. Approximately 723,680 ft2 of 404 wetlands will be filled as a result of the road relocation. As previously noted, the wetland impacts for this project are part of the overall impacts to wetlands identified in the mitigation proposal in the EIS currently under review by the USACOE. The amount of impervious surface within the Coastal Shoreline AEC that will result from this project is <1 %. The road relocation project will result in the disturbance of ±1,219,680 ft2 of highground. A total of ±1,952,360 ft2 (±44.5 acres) of disturbance is proposed with the project. The project will result in localized turbidity as a result of the construction activities. David W. Moye - 5 March 2009 DCM MP-1 Lam, 10. D $ 6t \1 a APPLICATION for i Major Development Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Project Name (if applicable) PCS PHOSPHATE COMPANY, INC. 2009 RELOCATION OF NC HWY 306 Applicant 1: First Name MI Last Name JEFFREY C. FURNESS Applicant 2: First Name MI Last Name N/A N/A If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 1530 NC HIGHWAY 306 S Aurora NC ZIP Country Phone No. FAX No. 27806 BEAUFORT 252 - 322 - 8249 ext. 252 - 322 - 4444 Street Address (if different from above) City State ZIP Email JFurness@Pcsphosphate.com 2. Agent/Contractor Information Business Name Agent/ Contractor 1: First Name MI Last Name Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State ZIP Phone No. 1 - - ext. Phone No. 2 ext. FAX No. Contractor # Street Address (if different from above) City State ZIP Email <Form continues on back> 252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net Form DCM MP-1 (Page 2 of 4) APPLICATION for It') '> + =" • Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # BEAUFORT 1530 NC HWY 306 S NC HWY 306 Subdivision Name City State Zip N/A AURORA NC 27806 - Phone No. Lot No. (s) (if many, attach additional page with list) - - ext. N/A, , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project TAR-PAMLICO RIVER BASIN UNNAMED TRIBUTARY (UP1) TO THE PAMLICO RIVER c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ?Manmade ?Unknown PAMLICO RIVER e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ?Yes ®No work falls within. N/A 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 7,600 +/- LIN. FT. 16,112,000 +/- SQ. FT (370 +/- ACRES) c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or N/A, NWL (normal water level) (If many lot sizes, please attach additional page with a list) 5 FT +/- ?NHW or ®NWL e. Vegetation on tract PHRAGMITES, SMALL AMOUNT OF SAWGRASS, LOBLOLLY PINE, WAX MYRTLE, RED BAY, RED MAPLE, AND SWEET GUM f. Man-made features and uses now on tract EXCAVATED OUTFALL CANAL, CONCRETE MONITORING WEIR, AND TWO GRAVEL ROADS g. Identify and describe the existing land uses adjacent to the proposed project site. SCRUB-SHRUB AND FOREST LAND, PCS PHOSPHATE PLANT SITE TO THE WEST AND NC DOT FERRY LANDING TO THE EAST h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? N/A (Attach zoning compliance certificate, if applicable) ?Yes ?No ®NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ?No ?NA If yes, by whom? TRC GARROW ASSOCIATES, INC. 1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA National Register listed or eligible property? <Form continues on next page> 252-548-2808 .. 1-888-4RCOAS T .. n1w>v.n?coas?? rt? as ment.ne3 Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ZYes ?No (ii) Are there coastal wetlands on the site? ®Yes ?No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. N/A o. Describe existing drinking water supply source. N/A p. Describe existing storm water management or treatment systems. NONE EXISTING 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ?Commercial ZPublic/Government ?Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. THE RELOCATION OF NC HWY 306 TO MAINTAIN PUBLIC ACCESS TO HICKORY POINT AND THE NC DOT PAMLICO RIVER FERRY. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. TYPICAL ROADWAY AND BRIDGE CONSTRUCTION TECHNIQUES AND EQUIPMENT. ONE PILE DRIVER, DOZERS, EXCAVATORS, 1-2 CRANES, DUMP TRUCKS. QUANTITY AS REQUIRED AND STORED WITHIN THE NEW HIGHWAY 306 RIGHT-OF-WAY d. List all development activities you propose. CONSTRUCT A NEW SECTION OF NC HIGHWAY 306 THAT IS 2.075 MILES IN LENGTH AND BUILD A 360 - FOOT LONG BRIDGE OVER AN UNNAMED TRIBUTARY (UP1) TO THE PAMLICO RIVER. e. Are the proposed activities maintenance of an existing project, new work, or both? NEW WORK f. What is the approximate total disturbed land area resulting from the proposed project? 28+/- ?Sq.Ft or ZAcres g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. EXISTING SURFACE RUNOFF FROM HWY 306 WILL REMAIN AS IS FOR NEWLY RELOCATED ROAD. NO DIRECT DISCHARGE FROM BRIDGE TO WATERS OF THE STATE. NO CHANGES TO EXISTING MINE OUTFALL CANAL DISCHARGE. i. Will wastewater or stormwater be discharged into a wetland? ZYes ?No ?NA If yes, will this discharged water be of the same salinity as the receiving water? ZYes ?No ?NA j. Is there any mitigation proposed? ZYes ?No ?NA If yes, attach a mitigation proposal. SEE ATTACHED SHEET <Form continues on back> 252-808-2808 .. 1-888-4fiCOAST .. www,nccoastaimanagement.net Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additional Information In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name DR. EUGENE PATE, JR. Phone No. 252-523-9550 Address 1912 HAMPTON ROAD KINSTON, NC 28501 Name NORTH CAROLINA FERRY SYSTEM ATTENTION: CAPTAIN JEFF CREDLE Phone No. 252-964-4521 Address 229 NC HIGHWAY 306 NORTH BATH, NC 27808 Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. COE PERMIT ACTION ID 198800449 DWQ WQ CERTIFICATE 2008-0868 PCS PHOSPHATE COMPANY, INC. 08/27/97 PCS PHOSPHATE COMPANY, INC. 01-15-09 h. Signed consultant or agent authorization form, if applicable. I. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7. Certification and Permission to Enter on Land I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certi that the information provided in this application is truthful to the best of my knowledge. Date j 3 Print Name JEFFREY FURNESS (` 11 Signature 0 Y C ?? +u 7< J't,' J.h e Jam' (7 ? Please indicate application attachments pertaining to your proposed project. ®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts ®DCM MP-3 Upland Development ?DCM MP-4 Structures Information 252-30" a0 ;3 .. . 38-4 R, C0As°s .. rrww-nr-COasa'almanagement.net APPLICATION FOR MAJOR DEVELOPMENT PERMIT FORM DCM MP-1 5. ACTIVITIES AND IMPACTS j. "IS THERE ANY MITIGATION PROPOSED?" 2009 RELOCATION OF NC HIGHWAY 306 BRIDGE CROSSING OVER UNNAMED TRIBUTARY (UPI) TO THE PAMLICO RIVER Mitigation for impacts to wetlands within the highway right-of-way is covered in the Final Environmental Impact Statement for the PCS Phosphate Mine Continuation, May 2008, Volume III, Appendix I. The FEIS is currently under review by the U.S. Army Corps of Engineers. The NC DWQ has approved the mitigation under 401 WATER QUALITY CERTIFICATION 2008-0868 which is enclosed with this application. APPLICATION FOR MAJOR DEVELOPMENT PERMIT FORM DCM MP-1 6. ADDITIONAL INFORMATION a. A PROJECT NARRATIVE 2009 RELOCATION OF NC HIGHWAY 306 BRIDGE CROSSING OVER UNNAMED TRIBUTARY (UP1) TO THE PAMLICO RIVER The Scope of Work as it relates to this CAMA Major Permit is to construct a bridge over the unnamed tributary known as UP1, being a portion of the relocation of NC Highway 306 west of its present location between the PCS Phosphate Plant Entrance and the parking lot at the NC DOT Ferry Landing. This entire Highway 306 relocation will consist of constructing 2.075 miles of new roadway. The various tasks will consist of reworking the plant entrance to add a traffic island, relocating approximately 400 feet of canal north of the plant entrance, constructing the relocated roadway most of which will be elevated above the existing ground. The relocated roadway will cross the 009 Canal (Sta. 64+67) utilizing two (2) large diameter pipes and cross an unnamed tributary .(Sta. 77+45), known as LIN that flows to the Pamlico River utilizing construction of a bridge. The tributary crossing creates the need for a CAMA Major Permit. The width of the open water channel of UP1 where the bridge crosses is approximately 20 feet. Areas of marsh (mostly Phragmites with small amounts of sawgrass) are adjacent to the water, and adding the widths of the marsh and the open water results in a total width of approximately 250 feet. A 360 foot long bridge will be constructed from high ground to high ground utilizing nine (9) - 40 foot spans to minimize impact to the tributary and wetlands. The bridge downspouts directly above the water will either be omitted from the rail or plugged so that no run-off from that portion of the bridge discharges directly into the waters of the unnamed tributary (UP1). Bents will span the creek channel, and clearance height above channel will be 7.8 feet. During construction, to minimize any environmental impacts on the marsh, mats shall be utilized to cross the marsh with the bridge construction equipment. All design and construction of the roadway, culverts, bridge, etc. will be in accordance with the NC Department of Transportation Standards. Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel (NLW or Canal Boat Basin Boat Ramp Rock Groin Rock Breakwater (excluding shoreline NWL) stabilization) Length Width Avg. Existing Depth NA NA Final Project Depth NA NA 1. EXCAVATION ?This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. N/A NONE c. (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ?SAV ?SB OWL 723,680 +/- SQ. FT ?None (ii) Describe the purpose of the excavation in these areas: REMOVAL OF ORGANIC MATERIALS FOR HIGHWAY CONSTRUCTION d. High-ground excavation in cubic yards. 3,100 +/- CU YD 2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable a. Location of disposal area. b. Dimensions of disposal area. SLOPE OF NEW HIGHWAY FILL C. (i) Do you claim title to disposal area? ®Yes ?No ?NA (ii) If no, attach a letter granting permission from the owner SIDE SLOPES OF FILL d. (i) Will a disposal area be available for future maintenance? ®Yes ?No ?NA (ii) If yes, where? MINE e. (i) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ?SAV ?SB ?WL ®None (ii) Describe the purpose of disposal in these areas: CONSTRUCT A NEW ROAD f. (i) Does the disposal include any area in the water? ?Yes ®No ?NA (ii) If yes, how much water area is affected? 2w2-E3r3t3-Zt3{3f3 :: 1-888-411COAST ,: ww. w.nccoastalmanacennent.net revised: 12/26106 Form 0CM MP-2 (Excavation and Fill, Page 2 of 2) 3. SHORELINE STABILIZATION ®This section not applicable (if development is a wood groin, use MP-4 - Structures) a. Type of shoreline stabilization: []Bulkhead ?Riprap []Breakwater/Sill []Other: c. Average distance waterward of NHW or NWL: e. Type of stabilization material: g. Number of square feet of fill to be placed below water level. Bulkhead backfill Riprap Breakwater/Sill Other i. Source of fill material. b. Length: Width: d. Maximum distance waterward of NHW or NWL: f. (i) Has there been shoreline erosion during preceding 12 months? []Yes ?No ?NA (ii) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. 4, OTHER FILL ACTIVITIES ?This section not applicable (Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW), If yes, (ii) Amount of material to be placed in the water NONE (iii) Dimensions of fill area 80' WIDE (AT BASE) X 2.075 MILES LONG. (EXCLUDING BRIDGE OVER TRIBUTARY) (iv) Purpose of fill TO CONSTRUCT HIGHWAY submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ?SAV ?SB ®WL 723,680 +/- SQ. FT []None (ii) Describe the purpose of the fill in these areas: TO CONSTRUCT HIGHWAY 5. GENERAL a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline, controlled? backhoe, or hydraulic dredge)? SILT DITCHES & SILT FENCE - EROSION & SEDIMENT BACKHOE, DUMP TRUCKS, DOZERS, ETC. CONTROL PLAN WILL BE SUBMITTED TO DLR c. (i) Will navigational aids be required as a result of the project? ?Yes ®No ?NA (ii) If yes, explain what type and how they will be implemented. d. (i) Will wetlands be crossed in transporting equipment to project site? ®Yes ?No ?NA (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. MAJORITY OF AREA WILL BE PERMITTED FOR MINING. MATS WILL BE USED TO BUILD BRIDGE ACROSS MARSH 0 Date . 2009 RELOCATION OF HIGHWAY 306 Project Name PCS PHOSPHATE COMPANY, INC. (JEFFREY C. FURNESS) Appli t Name a c. "N4N ?r C 1 hvsr Appli t g ure 252-808-2808 .: 1-888-4RCOAST :: vvvvvv.nccoastalmana_yement_net revised: 12,126i'06 Form DCM MP-3 UPLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. GENERAL UPLAND DEVELOPMENT a. Type and number of buildings, facilities, units or structures proposed. N/A c. Density (give the number of residential units and the units per acre). N/A e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation control plan at least 30 days before land-disturbing activity begins. (i) If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? ®Yes ?No ?NA (ii) If yes, list the date submitted: SAME TIME AS THIS APPLICATION b. Number of lots or parcels. N/A d. Size of area to be graded, filled, or disturbed including roads, ditches, etc. 28 +/- ACRES f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for impervious surfaces. ASPHALT PAVEMENT AND CONCRETE BRIDGE DECK g. Give the percentage of the tract within the coastal shoreline AEC to be covered by impervious and/or built-upon surfaces, such as pavement, building, rooftops, or to be used for vehicular driveways or parking. 0.71 % i. Give the percentage of the entire tract to be covered by impervious and/or built-upon surfaces, such as pavement, building, rooftops, or to be used for vehicular driveways or parking. 2+/-% j. Describe proposed method of sewage disposal. N/A 1. Describe location and type of proposed discharges to waters of the state (e.g., surface runoff, sanitary wastewater, industrial/ commercial effluent, "wash down" and residential discharges). STORMWATER RUNOFF FROM HIGHWAY WILL SHEET FLOW OVER VEGETATED HIGHWAY FILL SLOPES. h. Projects that require a CAMA Major Development Permit may also require a Stormwater Certification. (i) Has a site development plan been submitted to the Division of Water Quality for review? ®Yes ?No ?NA (ii) If yes, list the date submitted: SAME TIME AS THIS APPLICATION k. Have the facilities described in item (i) received state or local approval? ?Yes ?No ®NA If yes, attach appropriate documentation. m. Does the proposed project include an innovative stormwater design? ?Yes ®No ?NA If yes, attach appropriate documentation. 252- €t - SC3 :; ". w??R ?wt3 T' v Ptrr:,_YY7c* ,e?x a rem s?+ ?_.* revised: 12/26106 Form 1 -3 (1 p;and evel jrnent, Page of 2) m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) N/A o. When was the lot(s) platted and recorded? N/A n. (i) Will water be impounded? ?Yes ®No ?NA (ii) If yes, how many acres? p. If proposed development is a subdivision, will additional utilities be installed for this upland development? ?Yes ?No ®NA '3j' [3T Date 2009 RELOCATION OF NC HWY 306 Project Name PCS PHOSPHATE COMPANY, INC. (JEFFREY C. FURNESS) Ap nt Name r C- k(?A Appli a t ig ture Est-$C#fi- ?34 ;: 1 138-4FfCCAS a ;: ?nr,nrw.ncerx stn+?anal< * m+._ae 'enrese:x: ?!araii?6 Form DCM MP-5 BRIDGES and CULVERTS Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 1. BRIDGES ?This section not applicable a. Is the proposed bridge: ?Commercial ®Public/Government ?Private/Community c. Type of bridge (construction material): CONCRETE e. (i) Will proposed bridge replace an existing bridge? ?Yes ®No If yes, (ii) Length of existing bridge: (iii) Width of existing bridge: (iv) Navigation clearance underneath existing bridge: (v) Will all, or a part of, the existing bridge be removed? (Explain) 9• Length of proposed bridge: 360 LIN. FEET b. Water body to be crossed by bridge: UNNAMED TRIBUTARY (UP1) TO THE PAMLICO RIVER d. Water depth at the proposed crossing at NLW or NWL: 1 +/- FT. TO 3 +/- FT. f. (i) Will proposed bridge replace an existing culvert? ?Yes ®No If yes, (ii) Length of existing culvert: (iii) Width of existing culvert: (iv) Height of the top of the existing culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Explain) h. Width of proposed bridge: 36.0 FT. i. Will the proposed bridge affect existing water flow? ?Yes ENo j. Will the proposed bridge affect navigation by reducing or If yes, explain: increasing the existing navigable opening? ?Yes ®No If yes, explain: k• Navigation clearance underneath proposed bridge: 7.8' +/- FT.. I. Have you contacted the U.S. Coast Guard concerning their approval? ?Yes ®No If yes, explain: z m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 5'-'114," TO T-10" waters? ?Yes ®No ABOVE THE WETLAND SUBSTRATE If yes, explain: 2. CULVERTS ®This section not applicable a. Number of culverts proposed: b. Water body in which the culvert is to be placed: < Form continues on back> 252-808-2808 :. 1-888-4RCOAST :: vvww.nccoastalmanag__ment.vnrt revised: 10/261106 Form Ci?e'1 P- (Briciges and Culverts, Pane 2 of 4) c. Type of culvert (construction material): d. (i) Will proposed culvert replace an existing bridge? ?Yes ?No If yes, (ii) Length of existing bridge: (iii) Width of existing bridge: (iv) Navigation clearance underneath existing bridge: _ (v) Will all, or a part of, the existing bridge be removed? (Explain) e. (i) Will proposed culvert replace an existing culvert? ?Yes ?No If yes, (ii) Length of existing culvert(s): (iii) Width of existing culvert(s): (iv) Height of the top of the existing culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Explain) f• Length of proposed culvert: 9• Width of proposed culvert: h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour. j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow? increasing the existing navigable opening? ?Yes ?No ?Yes ?No If yes, explain: If yes, explain: 3. EXCAVATION and FILL []This section not applicable a (i) Will the placement of the proposed bridge or culvert require any excavation below the NHW or NWL? ?Yes ®No If yes, (ii) Avg. length of area to be excavated: (iii) Avg. width of area to be excavated: (iv) Avg. depth of area to be excavated: (v) Amount of material to be excavated in cubic yards: b. (i) Will the placement of the proposed bridge or culvert require any excavation within coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ?SAV ?SB ®WL 2.850 +/- SQ. FT []None (ii) Describe the purpose of the excavation in these areas: BRIDGE END BENTS AND RIP-RAP SLOPE PROTECTION c. (i) Will the placement of the proposed bridge or culvert require any high-ground excavation? ?Yes ®No If yes, (ii) Avg. length of area to be excavated: (iii) Avg. width of area to be excavated: (iv) Avg. depth of area to be excavated: (v) Amount of material to be excavated in cubic yards: 252.308-288)8 :: 1-888-4111COA,ST :: www.nccoastaimanagement.net revised: 'f Qi2t: 06 Or DCM P- (Bridges and Culverts, Page: 3 of 4) d. If the placement of the bridge or culvert involves any excavation, please complete the following: (i) Location of the spoil disposal area: WITHIN PERMITTED MINE AREA (ii) Dimensions of the spoil disposal area: 100 ACRES + (iii) Do you claim title to the disposal area? ®Yes ?No (Ifno, attach a letter granting permission from the owner.) (iv) Will the disposal area be available for future maintenance? ®Yes ?No (v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell bottom (SB)? ?CW ?SAV ?WL ?SB ®None If any boxes are checked, give dimensions if different from (ii) above. (vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ®No If yes, give dimensions if different from (ii) above. e. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed below NHW or NWL? ?Yes ®No If yes, (ii) Avg. length of area to be filled: (iii) Avg. width of area to be filled: (iv) Purpose of fill: (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed within coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ?SAV ?SB ?WL ®None (ii) Describe the purpose of the excavation in these areas: N/A 9 (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed on high-ground? ?Yes NNo If yes, (ii) Avg. length of area to be filled: (iii) Avg. width of area to be filled: (iv) Purpose of fill: 4. GENERAL a. Will the proposed project require the relocation of any existing utility lines? ®Yes ?No If yes, explain: UTILITY LINES RELOCATED WITH ROADWAY - DIRECTIONAL BORING WILL BE USED. If this portion of the proposed project has already received approval from local authorities, please attach a copy of the approval or certification. b. Will the proposed project require the construction of any temporary detour structures? ?Yes ENo If yes, explain: < Form continues on back> 252-308-2808 :: 1-8138-4RCOAST :: wwvvv.nccnastalmanag ment.net revised: 10126106 c. Will the proposed project require any work channels? ?Yes ®No If yes, complete Form DCM-MP-2. e. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? TYPICAL BRIDGE CONSTRUCTION EQUIPMENT: PILE DRIVER, CRANE, EXCAVATOR d. How will excavated or fill material be kept on site and erosion controlled? SILT DITCHES PARALLEL TO THE HIGHWAY RIGHT-OF WAY AND SILT FENCE AT BRIDGE HEADWALL. f. Will wetlands be crossed in transporting equipment to project site? ®Yes ?No If yes, explain steps that will be taken to avoid or minimize environmental impacts. MATS WILL BE UTILIZED TO CROSS MARSH WITH BRIDGE CONSTRUCTION EQUIPMENT. g. Will the placement of the proposed bridge or culvert require any shoreline stabilization? ?Yes ®No If yes, complete form MP-2, Section 3 for Shoreline Stabilization only. 3 :3 d Date 2009 RELOCATION OF NC HIGHWAY 306 Project Name PCS PHOSPHATE COMPANY, INC., JEFFREY C. FURNESS Applicant Name Appli a t ig ture 2!i2-3r3n-2x,"8 :: 1-388.41RCOAST :: ?r "ww.nccoastalmanaggment.nei revised. 1t3r`:36r0 STAJZ STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY DIVISION OF HIGHWAYS GovIlRNOR July 2, 2007 Robert M. Chiles, P.E. Engineers, Consultants and Marine Surveyors PO Box 3496 New Bern, NC 28564-3496 Re: Letter of Approval, PCS Relocation of NC 306, Beaufort County Dear Bob: LYNDO TIPPETT Srrurrnliv We have reviewed the plans submitted to us on June 8, 2007 for the Phase III Highway 306 Relocation project. The plans are approved conceptually, provided the bridge issues are addressed as we discussed in our June 8, 2007 meeting. Thank you. Woody Jarvis District Engineer C: John Rouse, Division Maintenance Engineer ECJjr,,'dr DIVISION Two • DISTRICT ONE • 1701 W FIFTH STREET • WASHINGTON, NC 27889 TELEPHONE (252) 946-3689 a FAX (252) 946-7433 WEB SITE: WWW.NCD0T.0RG i Pagel of 2 Bob Chiles From: "Reed Smith" <rsmith@dot. state. nc. us> To: <bob@robertmchilespe.com> Cc: "John Rouse" <jrouse@dot.state. nc.us>; <TGilmore@Pcsphosphate.com>; "Woody Jarvis" <wjarvis@dot. state. nc. us>; "Billy Littleton" <blittleton@dot.state. nc.us>; "Dan D. Holderman" <dholderman@dot.state. nc. us> Sent: Friday, July 06, 2007 10:31 AM Attach: rsmith.vcf Subject: Re: [Fwd: PCS PHASE III RELOCATION OF NC HIGHWAY 306 Mr. Chiles, As we discussed on the phone, the bridge issues as stated in Woody Jarvis's is basically only one issue, the width of the proposed bridge. Dan Holderman of Central Bridge Maintenance provided you with copies of the Standard Drawings of a Prestressed Cored Slab bridge with a clear roadway width of 33 feet, and you would like to make sure this width is correct. The width of 33 feet was calculated based off of the width of the approach roadway and the proposed use for this section of NC306. Based off of the standard design criteria a bridge with 33' clear roadway width (i.e. - width between the barriers) meets the need for the road. A bridge with less than 33' clear roadway width would pose a percieved "constriction" and possible safety hazard. The only reason for a wider bridge would be if PCS anticipates extra wide loads or future widening of the approach roadway to the bridge. I hope this clears up any concerns you may have. If not, please don't hesitate to call and we'll do our best to help. Sincerely, Reed Smith John Rouse wrote: Reed: Please contact Bob Chiles and see if you can alleviate h: concerns. 7/6/2007 ArF9Q Oki? r 0 iii? _Ic? Mr. Ross M. Smith, Manager Environmental Affairs .PCS Phosphate Company, Inc. P.O. Box 48 Aurora, NC 27808 Beverly Eaves Perdue, Governor Dee Freeman. Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director January 15, 2009 .t,Ag' 19 ZU;iS Re: _. PCS Phosphate Mine Expansion, Beaufort County DWQ #2008-0868, version 2.0; USACE Action ID. No. 200110096 MODIFIED APPROVAL of 401 Water Quality Certification with Additional Conditions Dear Mr. Smith: Attached hereto is a copy of Certification No. 3771 issued to PCS Phosphate Company, Inc. of Aurora, NC, dated January 15, 2009. In addition, you must get any other federal, state or local permits before you proceed with your project including (but not limited to) Solid Waste, Sediment and Erosion Control, Stormwater, Dam Safety, Mining, Non-discharge and Water Supply Watershed regulations. This Certification completely replaces one issued to you on December 6, 2008. If we can be of further assistance, do not hesitate to contact us. S, ly, oleen H. ullins CHS/jrd Attachments: Certificate of Completion cc: Mr. Tom Walker, U.S. Army Corps of Engineers, Asheville Regulatory Field Office Dave Lekson, US Army Corps of Engineers, Washington Regulatory Field Office Scott McLendon, Wilmington District, USACOE Kyle Barnes, DWQ, Washington Regional. Office AI Hodge, DWQ, Washington Regional Office DLR Washington Regional Office File Copy Matt Matthews, DWQ Wetlands and Stormwater Branch Cyndi Karoiy, DWQ John Payne, NC Attorney General's Office, Environmental Division Mike Schafele, NC Natural Heritage Program 401 Oversight/Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / Internet: http://h2o.enr.state.nc.ua/ncwefmds lvorthCarohna lNat 44( PCS Phosphate Company, Inc. Page 2of8 January 15, 2009 Linda Pearsall,. NC Natural Heritage Program Jimmie Qverton, DWQ Jeff Furness, PCS Phosphate Stephen Rynas, NC Division of Coastal Management Shannon,Deaton, NC Wildlife Resources Commission Derb Carter, Southern Environmental Law Center Geoffrey Gisler, Southern Environmental Law Center.. Heather Jacobs, Pamlico Tar River Foundation Sean McKenna, NC Division of Marine Fisheries Eric Kulz, DWQ Tammy Hill, DWQ Becky Fox, US Environmental Protection Agency Tom Welborn, US Environmental Protection Agency - Region 4 Atlanta Melba McGee, DENR Dee Freeman, DENR Coleen Sullins, DWQ Chuck Wakild, DWQ Paul Rawls, DWQ Ted Strong, Washington Daily News Susan Massengale, DWQ Julia Berger, CZR George House, Brooks, Pierce, McLendon, Humphrey and Leonard, LLP Jim Stanfill, EEP Mary Penny Thompson, DENR Susan Massengale, DWQ Ann Beaton, NC Division of Marine Fisheries John Hennessy, DWQ Ted Strong, Washington Daily News Wade Rawlins, News and Observer Filename: 20080868v2PCSPhosphate(Beaufort) 401 modified PCS Phosphate Company, Inc. Page 3of8 January 15, 2009 NORTH CAROLINA 401 WATER QUALITY CERTIFICATION THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and!95-247 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500 to PCS Phosphate Company, Inc. of Aurora, NC based on an application to fill 4,124 acres of jurisdictional wetlands, 2.9,288 linear feet of streams, 19 acres of ponds and 55.14 acres of stream buffers in the Pamlico River Basin, associated with the expansion of PCS Phosphate's mining operation including the relocation of Highway 306 and.Sandy Landing Road in Beaufort County, North Carolina, pursuant to an application filed on the 22nd day of May of 2008 through the published Public Notice by the US Army Corps of Engineers, and in. additional correspondence received September 5, 2008 (dated September 4, 2008), November 3, 2008 (received November 5, 2008), December 19, 2008 (received December 22, 2008) and proposed impact maps-dated January 6, 2009. The application and supporting documentation provide adequate assurance that the proposed work will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and. PL 95-217 if conducted in accordance with the application, the supporting documentation, the additional correspondence noted above and conditions hereinafter set forth. This approval is only valid for the purpose and design submitted in the application materiels, additional correspondence and as described in the Public Notice. If the property is sold after the Certification is granted, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions of this Certification. Any new owner must notify .the Division and request the Certification be issued in their name. Should wetland, buffer or stream fill-be,requested in the future, additional compensatory mitigation may be required as described in 15A NCAC 2H,0506 (h),(6) and (7). If any plan revisions from the approved; site plan result in a change in stream, buffer or wetland-impact-or an increase in impervious surfaces, the DWQ shall be notified in:vwriting and a new application for 4.01 Certification may be required and a. modified 401 Certification may be required:. for'this approval. to be- valid, compliance with all the conditions -listed below is required. Conditions of Certification: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general, conditions of this Certification are met., No other impacts are approved: including incidental.. impacts other than listed in this table; Also,.please note that these, impacts are those approved by.DWQ and are only -a portion of the impacts that were:originally applied for and., listed in the Public Notice. These impacts are depicted on maps entitled °PCS Phosphate Mine Continuation Modified Alt. L - NPCS, Bonnerton and South of 33 Proposed Impact" dated January 6, 2009. PCS Phosphate Company, Inc. Page 4of8 January 15, 2009 Amount Approved Plan Location or Reference (Units) Streams 25,727 feet Final EIS, page a as well as June 6, 2008 and December 19, 2008 submittals to DWQ 404/CAMA Wetlands 3,953 acres Final EIS; page a as well as June 6, 2008 and December 19, 2008 submittals to DWQ Waters 19 acres Final EIS, page a as well as June 6, 2008 and December 19, 2008 submittals to DWQ Buffers 47.87 acres Final EIS, page a as well as June 6, 2008 and December 19, 2008 submittals to DWQ Sediment and Erosion Control: 2. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design; installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements speed in'the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must bey designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act or Mining Act of 1971 (as amended). 3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the.footprint of the impacts depicted in the 404/401 Permit Application. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 4. Sediment and erosion control measures shall not be placed in wetlands or waters without prior approval by the Division. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, design and placement of temporary erosion control measures shall not be conducted in a manner that may result in disequilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. All sediment and erosion control devices shall be removed and the natural PCS Phosphate Company, Inc. Page 5 of 8 January 15, 2009 grade restored within two (2) months of the date that the Division of Land Resources or locally delegated program has released the project. Continuing Compliance: 5. PCS Phosphate Company, Inc. shall conduct construction activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with section 303(d) of the Clean Water.. Act), the 401 Water Quality Certification rules (15A NCAC 2H .0500) and any other appropriate requirements of State law and federal law. If the Division determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated, or that further conditions are necessary to assure compliance, the Division may reevaluate and modify this Certifiication --to?include conditions appropriate to assure compliance with such standards and requirements in accordance with 15A NCAC 2H .0507(d). Before modifying' the Certification, the Division shall notify PCS Phosphate Company, Inc. and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 2H.0503'?and provide opportunity for -public hearing in accordance with 15A NCAC 2H.0504. Any new-or revised conditions shall be provided.to PCS Phosphate Company, Inc. in writing, shall be provided to the United States Army Corps of Engineers for reference in any Permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project. This condition is intended to conform with the provisions of 15A NCAC 2H.0507 (d): Mitigation: 6. Wetland and stream mitigation shall be done-as follows and in accordance with mitigation as approved by the US Army Corps of Engineers. DWQ shall be copied' on' all draft mitigation .plans and copied.on all annual. reporting on mitigation success. In addition, buffer mitigation shall be done in accordance with condition 7 below. In addition, DWQ shall be copied on a final accounting of the amount and type of proposed wetland, stream and buffer. mitigation within 60. days of the issuance of the 404 Permit from-the US Army Corps of Engineers. Any mitigation done outside the 8-digit HUC where PCS is located--should follow the guidance for out of HUC' mitigation as described in "Guidance on the Use of Compensatory Mitigation in Adjacent Cataloging Units" dated May 20, 2005 or its update by DWQ. Conservation easements or similar mechanisms to protect these mitigation sites shall be,recorded on all mitigation sites to the written satisfaction of the US Army Corps of Engineers. 7. Buffer mitigation shall be conducted by PCS Phosphate at those mitigation sites with .riparian buffer credit which total about 24.4 acres of buffer credit. If the Environmental Management Commission approves -a flexible buffer mitigation program, then PCS Phosphate may submit a list and description of those sites to DWQ for written approval. If no additional riparian buffer mitigation sites and no flexible buffer mitigation sites are approved by DWQ and/or the NC Environmental Management Commission, then disturbance of buffers in the 'NCPC, Bonnerton or South of 33 tracts shall not be done beyond the limits of the 2014 impact area shown on PCS' Project impact Schedule. Year 2008-201.6: (generaUy south of Drinkwater Creek) (see Attachment One). DWQ shall be copied on all buffer:mitigation site plans and -written approval from DWQ is required for these plans before planting or land grading occurs. PCS Phosphate Company, Inc. Page 6of9 January 15, 2009 8. Porter Creek enhancement - Additional written approval is required from DWQ for a wetland enhancement and stream restoration plan as well as a monitoring -:plan for the stream, headwater forest and hardwood flat at the upper end of Porter Creek. This plan shall include plugging or filling the existing ditch in order to reestablish surface flow into the wetland and stream channel. DWQ acknowledges wetland functional uplift for the 3.4 acre hardwood flat that is located between the stream and existing ditch and will count 1.7 acres of functional uplift of these non-riparian wetlands in order to account for DWQ's mitigation requirement in 15A NCAC 2H .0506 (h)(6). Stream mitigation credits are also available for the restoration of flow into the existing channel with appropriate monitoring and wetland mitigation for the functional uplift of the headwater forest if additional analysis documents that uplift. Additional Minimization of impact: 9. Hardwood Flat Avoidance and Minimization Impact to the 135 acre ("135 A" on Attachment Two) portion, the 58 acre (" 58 A" on Attachment Two) portion and the 20 acre secondary connection between these two locations ("20 acre connect" on Attachment Two) of the Bonnerton Road. Non-Riverine Wet Hardwood Forest as depicted on Exhibit A of the letter dated October 20, 2008 from George House of Brooks, Pierce, McLendon, Humphrey and Leonard,. UP to Paul Rawls of the NC Division of Water Quality shall be avoided and the area not. mined or cleared since this wetland is a `wetland of exceptional state or national ecological significance" in accordance with 15A NCAC 2H .0506(e) except that a 1,145 foot wide mining and utility corridor is allowed in the narrowest part of the Bonnerton Road Non-Riverine Wet Hardwood Forest. Mining is also allowed in the northeast triangle of "58A" WHR area as outlined in exhibit 14 of PCS's December 19, 2008 letter. In order to protect the uses of this Non-Riverine Wet Hardwood Forest w6tland that will not be mined, a conservation easement shall be placed on the wetland and restored mining and utility corridor to preclude impacts including mining, logging and arty other disturbance of the vegetation or soils that would result in its delisting as a state or nationally significant wetland area. This conservation easement shall be sent to -DWQ within 60 days of the issuance of the 404 Permit and the Division must review and approve this easement before> it is recorded. Eventual donation to a local land trust or similar organization is acceptable to DWQ with DWQ's written approval. The exact location of this 1,145 foot wide mining corridor shall be submitted to DWQ and the Corps of Engineers for written approval. A detailed stratigraphy study shall be done on both sides and throughout the area to be mined in order to determine the presence, extent and permability of any aquitards and aquicludes (mainly clay-based) within the mining corridor. A plan for restoration of each of these aquitards and aquicludes shall be included with the revegetation plan in order to ensure that pre-mining hydrology is reestablished in the mining corridor. Additional written approval is needed from DWQ before this stratigraphic study is done or restoration is initiated. Groundwater monitoring shall be done before, during and after mining and restoration for at least 10 years post-mining in order to ensure that restoration has established reference hydrology for this site. In addition, a reclamation and revegetation plan for the mining corridor shall be submitted to DWQ for written approval. The reclamation plan for the mining corridor shall include the installation of appropriate topsoil on the site within the rooting zone of the restored hardwood flat. The width of the reclamation zone shall ensure that a continuous hardwood flat is restored to reconnect the two undisturbed hardwood flats with a width similar to the width of the remnant, undisturbed hardwood flats. Revegetation shall be done with native tree species. The mining corridor shall be restored and replanted within ten (10) years of the initiation of mining preparation PCS Phosphate Company, Inc. Page 7of8 January 15, 2009 for the area.. DWQ shall be copied on a letter once that mining preparation begins on the mining corridor in order to establish this ten year clock. 10. Additional minimization of appx. 3 acres of wetland impact shall be provided for the NCPC tract as depicted on the letter from PCS Phosphate dated November 3, 2008 to John Domey of the NC Division -of Water Quality. 11. South of 33 tract- The impact boundaries for the South of 33 tract shall be as outlined in an email from Mr. Tom Walker of the US Army Corps of Engineers dated August 19, 2008 (forwarded to Mr. John Domey of the Division of Water Quality on December 13, 2008). Monitorino 12. Groundwater monitoring Additional written approval is required from DWQ for a final groundwater monitoring plan that supplements and compliments the existing groundwater monitoring, that is being conducted by PCS for various state and federal agencies. In addition to other parameters subject to groundwater standards, cadmium and fluoride shall be monitored in the final groundwater monitoring plan. This plan shall include groundwater monitoring;-of the protected portion of the Bonnerton Road Non-Riverine Wet Hardwood Forest as noted in condition 9 above in order to ensure that the existing hydrology of this site is maintained. This monitoring shall focus on the "58A" area of the Bonnerton Road Non-Riverine Wet:Hardwood; Forest to ensure that its groundwater hydrology is maintained. 13. Stream and watershed monitoring - The existing water management and stream monitoring plan for wafer quality, water quantity and biology (macrobenthos and fish) shall be continued for the life of the Permit by the applicant. Additional monitoring shall be proposed by the applicant and approved by DWQ for tributaries in the Bonnerton and South of 33 tracts before land clearing or impacts occur to those locations. This additional monitoring plan shall collect data from a representative number of streams in each tract and be designed to assure the - protection of downstream water quality standards including Primary and Secondary Nursery Area functions in tributaries to South Creek, Porter Creek, Durham Creek and the Pamlico River adjacent to tfie mine site. Monitoring locations shall include the upper end of Porter Creek in the "58A" portion of the Bonnerton Road Non-Riverine Wet Hardwood Forest in order to ensure that hydrology of this wet hardwood forest is maintained. The plan shall identify any deleterious effects to riparian wetland functions including by not limited to water storage, pollutant removal, str+eambank stabilization, as well as resident wetland-dependent aquatic life and resident wetland-dependent wildlife and aquatic life in wetlands and streams tributary to-the Pamlico River in the NCPC, Bonnerton and South of 33 tracts. If necessary, management activities to protect or restore these uses will be required for all the tributaries of these three tracts. PCS shall notify DWQ in writing at least one month in advance of any biological sampling so DWQ biologists can accompany PCS biologists as needed. Also a certified lab is required for the identification of freshwater benthic macroinvertebrate samples. For estuarine samples, a knowledgeable lab shall be used until such time as DWQ certifies laboratories for estuarine analysis and after that time, only suitably certified labs shall be used. Finally a fish monitoring plan shall be included in the final monitoring plan submitted to DWQ for written approval. PCS Phosphate Company, Inc. Page 8of8 January 15, 2009 This stream and watershed monitoring plan shall be submitted to DWQ for written approval within six months of the issuance of the 404 Permit. Seven copies (two hard copies and five CD's) of the draft plan and annual reports shall be submitted to DWQ for circulation and review by the public and other federal and state agencies. Expiration of Certification - This approval to proceed with your approved impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 Permit with the proviso that changes to this Certification may be made in accordance with condition 5 (Continuing Compliance) above. If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written request within sixty (60) days following receipt of.this modified Certification. Since as noted above, this Certification completely replaces the one issued to you on December 6, 2008, the sixty (60) day appeal period is for all the conditions of this modified Certification. Any request for adjudicatory hearing must be in the form of a written petition conforming to Chapter 1506 of the North Carolina General Statutes and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, -N.C. 27699-6714. If modifications are made to an original Certification, you have the right to an adjudicatory hearing on the modifications upon written request within sixty (60) days following receipt of the Certification. Unless such demands are made, this Certification shall be final and binding. This the 15th day of January 2009 DI N OF WAT QUALITY oleen H. Sul s CHS/jrd PAMLICO RIVER - HUDDLES CUT $ 2 a UP1 ,e y2 9 ,8 \ \ 1 ? Fr- - b 2 i 22 ?8 \9 2 HUDDY GUT g a \9 2 , // 1 g y a ? 5 a 2 ///?? / .. may/ 8 ••8 ,? 5 5 2 \5 E v `'` g ?..1 ? q T ' y 2 95 6 ?? 8 / • !' ?"'%l •B 5 ,B 2 `6 g _? 5 `8 8 2 \/ ? 4 y , j ' 9 6 /// ?? , S< ,B ,5 5 6 k,? W a •? ', 9 6 6 5 4 9 ,6 9 ? x I ? 5 5 ,5 a ,S 7 \B 6 8 I T 22 5 5 ,5 2 A \ e A ?8 8 a 1 /`C 22 3 ?C g 5 ,g 2 C? f e 3 g \6 :may, g \a 6 M 2 UT4 5 A ^ f \ I >15 g N %IS g 2 ? n2 1 V 4O y2 y . '? B ,e L / 9 2 V A 9 g 2 TOOLEY CREEK NN, 8 ` C 2 g `B 22 ,2 h , 0 , 9, 8 3 • Cj?.. g 9 g 8 - ?p 9 ,8 S „ , `2 (\Vy`T 9 A T 5 l L ? \ o ? "l 'S ,"I F2 ,4 121 5 a`5 LEGEND ACRES NCPC BASE PROJECT AREA 3,608 A ?,° g * MODIFIED ALT L - NCPC PROPOSED IMPACT 2,157 BOUNDARY 12/31/08 s e g .1 -- -- MODIFIED ALT L - NCPC PROPOSED IMPACT 1,331 4 F i ? IMPACT BOUNDARY 12/31/08 - EXCAVATION LIMITS 9 6 ' 712 000 TONS 'k RECOVERED CONCENTRATE = 36 2y 5 y ? 5, y ,5 f, 6 P , , CREEKS/OPEN WATER S A PUBLIC TRUST AREAS 0 LF 0 g PERENNIAL STREAM 0 LF 0 5 e i `' ,4 INTERMITTENT STREAM 6,093 LF <1 a 2 WETLAND BRACKISH MARSH COMPLEX 0 a` 22 ' 2 yPA1 3 WETLAND BOTTOMLAND HARDWOOD FOREST 15 g 5` 2 5 \g P e,P 4 \ 4 WETLAND HERBACEOUS ASSEMBLAGE 216 2 DRINKWATER 5 WETLAND SHRUB - SCRUB ASSEMBLAGE 138 ?, 9 6 r CREEK 6 WETLAND PINE PLANTATION 307 T G g c T 2 5 y PAZ 7 WETLAND HARDWOOD FOREST 422 g / P i P JR OBS 8 WETLAND MIXED PINE - HARDWOOD FOREST 353 ?t ; 1 5 9 WETLAND PINE FOREST 96 10 WETLAND POCOSIN - BAY FOREST 0 515 (t ?? f/ 11 WETLAND SAND RIDGE FOREST 0 e f 9 l.a b 5 4 5 12 POND 11 RI g ?4 5 ,4 {{. 13 WETLAND MAINTAINED AREA 0 `B 4 14 UPLAND HERBACEOUS ASSEMBLAGE 160 BARGE SLIP 15 UPLAND SHRUB - SCRUB ASSEMBLAGE 143 22 e g 5 " P 16 UPLAND PINE PLANTATION 25 ?? j? 6 g 4 22 17 UPLAND HARDWOOD FOREST 17 T 6 / s'\° 4 e 18 UPLAND MIXED PINE - HARDWOOD FOREST 76 19 UPLAND PINE FOREST 15 c 5 a e e 6. 5 /re e 5 20 UPLAND SAND RIDGE FOREST 0 c e e 5? ° . ?J ' `5 21 UPLAND AGRICULTURAL LAND 94 I' a\a 3 ?' 9 ? e , 3 5 6 22 UPLAND NON - VEGETATED/MAINTAINED AREA 67 2 \ ? ` g 3 A ? `6 ` ,5 \T y e g Q 2 2 2 a ` WETLAND AREAS 1,559 \7 ,a 2 4 2 \P g \ \ `T ,8 \P T +\2 SIBYL CREEK UPLAND AREAS 598 e 7 1 1a ,6 47% WETLAND AREAS 32 (UPLAND/WETLAND ACREAGES WITHIN THIS ,g? 2 9 JACKS CREEK AREA HAVE BEEN ACCOUNTED FOR WITHIN COMMUNITIES ACREAGES LISTED ABOVE.) ° j4 a ROAD RELOCATION IMPACTS AREAS PROVIDED BY PCS PHOSPHATE 12/31/08 PROPOSED BRIDGE 51 `5i5 3 NCP C ALTERNATIVE L - N C HIGHWAY 306 BRIDGE SHADING AND PILES g e . . UT TO A PUBLIC TRUST AREAS 0.02 WHREHURST CREEK 'p s 2 WETLAND BRACKISH MARSH COMPLEX 0.17 ;,51 ?'A \B 6 WETLAND PINE PLANTATION 0.01 ,e 1,'122 ,A e 8 WETLAND MIXED PINE - HARDWOOD FOREST 0.01 ? \9 ,1 ?e 0.21 ACRES 5 3 22 e T NCP C ALTERNATIVE L - N .C. HIGHWAY 306 1,800 0 1,800 Feet 4 WETLAND HERBACEOUS ASSEMBLAGE 0.03 6 WETLAND PINE PLANTATION 1.47 8 WETLAND MIXED PINE - HARDWOOD FOREST 2.80 500 0 500 M t 15 UPLAND SHRUB - SHRUB ASSEMBLAGE 0.01 e ers 18 UPLAND MIXED PINE - HARDWOOD FOREST 0.04 21 UPLAND AGRICULTURAL LAND 3.31 22 UPLAND NON - VEGEATED/MAINTAINED AREA 0.13 7.79 ACRES Modified Alt L - NCPC Proposed Impact Boundary 12/31/08 Biotic Communities Impacts and NCP C ALTERNATIVE L - SANDY LANDING ROAD Sand Landing Road NC 306 relocation Impacts 6 WETLAND PINE A 0 02 PCS PHOSPHATE MINE CONTINUATION 8 - HARDWOOD FOREST WETLAND MIXED PINE . 16 UPLAND PINE PLANTATION 1.09 22 UPLAND NON - VEGETATED/MAINTAINED AREA 0.04 Scale: As shown Drawn b : BFG TLJ 1.60 ACRES Date: 1 /06/09 File: 17456224/ ModAItL123108(NCPC BIOTIC 051206) A roved b Revfs,,n: pp y JPS 12-31-08 om sx 0 C) 1 C W C ) Z Q Z_ J > W -J o ' a Z U = O = U o ? z O _ c Q z G z I--' cn D W W Y cc W [O 7 W z W D M Z Z Q in W n0 Cc I i I I I S Oj ?I I Z (NII 3 I OI I I 0I O II I ? ?I z I O a W Z j = m a v a O U F 0 V) 0 o 8-0 N p -?_?_ ? 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