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HomeMy WebLinkAbout20051455 Ver 1_COMPLETE FILE_20060525Burgess & Niple, Inc. EN EM 1 12700 Black Forest Lane, Ste. 100 Woodbridge, VA 22192 BURGESS & NIPLE 703 670.6400 Fax 703 670.6250 LETTER OF TRANSMITTAL DATE: September 11, 2006 JOB NO.: 41444 RE: Nationwide Permit 39/33 Brigade Combat Team Complex (BCT) TO: Division of Water Quality Cumberland County 401/Wetlands Unit Fort Bragg, NC 28310 1650 Mail Service Center DWQ # 2005-1455 Raleigh, NC 27699-1650 COE 4200510195 WE ARE SENDING YOU. ® Attached ? Under separate cover via ? Shop drawings ? Prints ? Copy of letter ? Change order the following items: ? Plans ? Samples ? Specifications COPIES DATE NO. DESCRIPTION 1 9/11/2006 41444 Response Letter 1 9/11/2006 41444 Updated PCN THESE ARE TRANSMITTED: ® For Approval ? Approved as submitted ? Resubmit copies for approval ? For your use ? Approved as noted ? Submit copies for distribution ? As requested ? Returned for correction ? Return corrected prints ? For review and comment ? REMARKS: Please contact me at 703-670-6400 or at aaustin@burnip.com with any questions or comments. File; Richard Spencer - USACE; Catherine Applegate- Savannah District COE; Colonel Mark Held - Savannah District COE; Gregory Bean - Directorate of Public Works; Camille Cole - Directorate of Public Works; Erich Hoffman - Directorate of Public Works; Kay Lantrip- Archer Western, Inc.; Craig Galant- COPY TO: Burgess & Niple, Inc. SIGNED. Z7", F1 l: , 6--, =? r -z; ; 1, .? l w P ?' [L1i't3 If enclosures are not as noted, kindly notify us at once. l-\- 7?1 Allison Austin; Environmental Scientist 0.%PR41444\LN VRWc,cUPA\transmittals\d W Q_ATF_LOT_9-11-06.doc US Army Corps of Engineers Re: Nationwide Permit 39/33 Wilmington Regulatory Field Office Brigade Combat Team Complex (BCT) 69 Darlington Avenue Cumberland County Wilmington, NC 28402-1890 Fort Bragg, NC 28310 DWQ #2005-1455 COE #200510195 September 11, 2006 Dear Colonel Pulliam: Burgess & NipIQ, Inc. 12700 Black Forest Lane This letter is written in response to the Memorandum for Mr. Gregory Bean dated July 20, suite 100 2006 regarding the referenced permit. Woodbridge, VA 22192 703 670.6400 COMMENT #1: As requested in the Memorandum referenced at item l.b., an Fax 703 670.6250 as-built survey of both culvert crossings must be submitted to the Wilmington Regulatory Field Office. The submitted application included plan drawings, which were identified as as-built surveys. However, these plans are not considered as- built surveys as were requested. The following is provided in an effort to clarify the data that we require and are typically included in as-built surveys: a. An as-built survey is usually a record drawing depicting the actual surveyed horizontal and vertical locations of features in a completed structure, in this case the culvert crossings. Generally, a reproduction of the original construction drawing is used with the as-built survey data recorded by crossing out the original design data and writing in the as-built data in red ink, hence the term red- line drawings which is commonly used to refer to record drawings. The construction drawings should include wetlands and streams as an overlay. The term as-built survey, together with the date of revision, is written in, or near, the title block. b. After-construction survey information displayed on the approved construction plans should also accurately depict the full extent of the land disturbance. This data should be marked on the drawings, both plan view and profile, with a surveyed location point and elevation, in red ink. Elevations should be surveyed every 10 feet along the centerline of the structure with additional 10 foot offset shoots to document bottom elevation changes within the disturbance area. All dimensional changes shall be 1 9 1 2 Page 2 reflected as corrected dimensions by writing the change in red ink below the original value. All pipe structures and interface changes shall be reflected on the drawings to scale and defined with sufficient dimensions to be able to confirm the location in the field. All lines, letters, and details shall he sharp, clear, and fully legible. All additions to the drawings shall be precisely drawn to scale of the original drawing and their locations dimensioned. c. The as-built drawings typically are verified by a registered Land Surveyor or Licensed Engineer, with their conformation signature on the record plans. All survey field notes should be provided with the as-built plans. This information typically expedites our review of after-the-fact permit requests. RESPONSE: An as-built survey meeting the requirements listed above is submitted as Attachment 1. COMMENT #2: As requested in the Memorandum referenced at item I.b., compensatory mitigation is required for all unavoidable, authorized impacts and a plan for providing this mitigation was to be submitted with the after-the-fact application. In the application, referenced as item I.a., compensatory mitigation is offered in the form of stream restoration within the bottomless culvert at Area Al. This mitigation proposal is unacceptable since the bottom contours of the stream channel have been disturbed and lowered and would most likely result in unstable conditions within the culvert, potentially compromising the culvert footers' integrity and requiring constant remedial activities to meet the mitigation template. Furthermore, the stream would not be restored to its original condition without removal of the culvert, thereby restoring associated aquatic functions, with this proposal. Only a full, stable restoration of the disturbed channel would be considered acceptable in the case of a violation of permit conditions. Alternatively, there are numerous stream channels on post that are in need of restoration that could be utilized to compensate for the additional impacts, if authorized. Stream channels within close proximity to the BCT complex should be investigated as potential mitigation sites and coordinated with the Wilmington Regulatory staff. RESPONSE: Compensatory mitigation for the after-the-fact application is offered in the form of payment to the North Carolina Ecosystem Enhancement Program (EEP). An acceptance letter from EEP will be forwarded upon receipt. Attachment 2 is the signed request form to EEP. Page 3 Rii r' IJ u L! For your records an updated PCN is included as Attachment 3. Feel free to contact either myself or Lori Whitacre at (703) 670-6400 or via e-mail at aaustin@burnip.com or Lwhitacre@burnip.com. Thank you in advance for your time. Sincerely, Allison Austin Environmental Scientist Enclosures cc: John Dorney, North Carolina DENR Division of Water Quality Ken Averitte, NCDENR Water Quality Section Ian McMillian, NCDENR Water Quality Section Alan W. Klimek, NCDENR Water Quality Section Cyndi Karoly, NCDENR Division of Water Quality Ms. Belinda Henson, NCDENR Division of Water Quality Mr. Ken Jolly, USACE Mr. Richard Spencer, USACE Mr. Keith Harris, USACE Catherine Applegate, Savannah District Army Corps of Engineers Colonel Mark Held, Savannah District Army Corps of Engineers Gregory Bean, Directorate of Public Works Camille Cole, Directorate of Public Works Kay Lantrip, Archer Western, Inc. Craig Galant, Burgess & Niple, Inc. Burgess & Niple ® rr r ® ® r? ® ® ® ® re ® ® a ® ?r rr r ttDDNSPECtt ttUSERNANEtt I - 1 N 1 w 1 i S? ?I U / a o ° r' / y4k? DATE OF AS-BUILT SURVEY Z (SHOWN IN RED) o AUG. 07, 2006 cc BRIGADE COMBAT TEAM COMPLEX DESIGNED 01. DATE RECORD DRAWIN09 14AUGN nU i U. S. ARMY ENGINEER DISTRICT oe-z4tdot 0 FORT BRAGO. NORTH CAROLINA Q m U7 CORPS OF ENGINEERS OWN or. cKD ar. soucrtATwN No. SAVANNAH DISTRICT scows nu wc++saosomot z 'U m MITiEO 9v: CONiRACi NO.: Q m Gyp( O rN ?0 STORM DRAINAGE WCUE CATEGORY CODE Y m PLAN AND PROFILE BURGESS ANDNIPLE,INC. SNMCVro7A-.DON 721-11-37 SIZE: PLOT bCALE PLOT DATE: +•. yT.p? O6Z4ZOOt 6vM90L DE9C0.1PT10N DATE 9V { JJ i l t 2{ Q? T77- - -50 }?R 4 7 VN } . CIT ?ai i r 4 2?. `? ? ,,..;`• ? ib`I ` 1 f eft ?7?I` © 7 r -? r?t ICY". t ? IT% u. . 0 i RP+` i -_ T 1 t, } m t ? h I ! I ( S cV ?S) c\ I M I ?? I C4 i 11 ! b f VV) Cal I '1 ? 1 ? I I I ?1i .. ? I Prl. ' , I I # !N f l_1 ? %v fa . c a e s O 1 1 TZ, 'fir 5 ? 4 4 i:.. V r ?x w b7?? `? ?r;{?,v y 1F?`? , i 1 Jtl'i r,. J 7 l ,. 1 .. r4 jlf? ?.1 :.- 1_. ? r BLS" _ a IN cl- 7 J! ?l i?Qj ? ( i j ' j ? 1 I Ui Vo 47p }-' p ( ? ~ N ? ; 4 Q p i cal =d N co ... ! ? ? ?•':j 01 N N I ? ?, I I i t? i ? I 0 I ? O fY ti ? j ? I © v1i ?i Nti i ! 1!0? I I I 1 i f. ! 3. i j 1 ' i W C? w t?, E L C Ull 1 C C H- D H- H C r LJ? ?I F?'i Fi; CODES USED FOR TOPO AND LOCATION OF ARCH BRIDGE & 72" TWIN PIPES BB-BOTTOM OF BANK BC-BACK OF CURB CL-CENTERLINE CK-CREEK EA-EDGE OF ASPHALT EC-EDGE OF CONCRETE ECC-EDGE OF CONCRETE AT CORNER FE-POINT ON LINE OF FENCE GN-GROUND SHOT HW-HEAD WALL INV-INVERT OF PIPE RCP-REINFORCED CONCRETE PIPE CMP-CORRAGATED METAL PIPE RO-ROCK OUTCROPPING TA-TOP OF ASPHALT TB-TOP OF BANK TC-TOP OF CONCRETE TRH-DECIDOUS TREE TRP-CONIFEROUS TREE WA-WALL WW-WING WALL CONC-CONCRETE ELEV-ELEVATION AIR MILE-AIRBOURNE MILE INSID-INSDIE OF RIP RAP AREA (NOT EDGE) NUMBER AFTER TRH & TRP IS TREE SIZE ANY NUMBER IN A CODE IS IN INCHES UNLESS OTHERWISE NOTED ST SET BY CORPS- A STICK THAT THE CORPS PLACED AND WANTED RESHOT C NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP IN LIEU FEE REQUEST FORM Revised 1/19/06 Print this form, fill in required Information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC 27699-1652, or fax to 919-715-2219. Attachments are acceptable for clarification purposes. 1. Name of Applicant or Agent Oe tti of `P4 My - i 2. Name of Business of Applicant or Agent p M pf- P?b,t?C czwkS 3. Mailing Address (Street or PO Box) Y ?t 3 1 631 ,, .` A? I?'t' 4. City, State, Zip _ ?r??5rA !1 ? a?S3 ! a - 5. Telephone (eg, 919-555-1212) Cg 4100 Ct 6. Fax (optional) - ? 51p> y 3a . G5 a ? 7. E-mail (optional) _ --'-- G-y-esory _s' 10SM US. &rMy.T: 1 8. Project Name - - 9. Project Location (nearest town, city) For 10. Lat-Long Coordinates (optional) 11. Project County 12. River Basin `-`----- 13. Cataloging Unit (8-digit) O3n3 00DLl -" 14. Riparian Wetland Impact (ac.) (e.g., 0.13) M? I 15. Non-Riparian Wetland Impact (ac.) -?- - -- -`-"-`? MA 16. Coastal Marsh Impact (ac.) --' -- " ------ -----------`_- 17. Stream Impacts-Cold (ft.) (e.g. 1,234) -- WA ? 18. Stream Impact-Cool (ft.) I ir?@ 1^_ ?. - ; Igo i'CC. ? 19. Stream Impact-Warm (ft.) IVA y - 20. Buffer Impact-Zono 1 (sq. ft.) (e.g. 12,345) i N,t_ `-` --- ?`T 21. Buffer Impact-Zone 2 ?- Check (v) below it this request is a: I Si at of Applica or Agent: _ revision to a current acceptance, or _ re-submission of an expired acceptance ' Dat Dat I , Buffer mitigation applicable only in the Neuse, Tar-Pamlico nd Catawba river basins, and the Randleman Lake Water Supply Watershed. For help in determining the Cataloging Unit, go to EPS's'Surf Your Watershed' web page. hitp-/lcfpub.eaa.nov/surf/locatelndex.cfm Direct all questions to Chris Mankoff at 919-716-1921 or chris.mankoff@ncmail.net 4-1 Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing Check all of the approval(s) requested for this project: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW #39 (verified) 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? R r tt 7-' ?i "P, M- II. Applicant Information ``-F . r ? ?•.. ?,:::, 1. Owner/A li pp cant Information Name: Department of the Army SE' 1 ' lfli) Mailing Address: Department of Public Works (IMSE BRG PW) ,?„ r,_ { r,?ar?rf Headquarters Fort Brae Garrison Command (ABN)'?? Installation Management Agency Building 3-1631 Butner Road Fort Bragg, NC 28310-5000 Telephone Number: (910) 396-4009 Fax Number: (910) 432-6908 E-mail Address: Gregory. g.bean@us.army.mil 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Allison Austin Company Affiliation: Burgess & Niple Mailing Address: 12700 Black Forest Lane Suite 100 Woodbridge, VA 22192 Telephone Number: (703) 670-6400 Fax Number: (703) 670-6250 E-mail Address: AAustin@burnin.com Page I of 10 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. ® 1. Name of project: Fort Bragg Brigade Combat Team (BCT) Complex "'• 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): NA 4. Location County: Cumberland County Nearest Town: Fayetteville, NC Subdivision name (include phase/lot number): NA Directions to site (include road numbers/names, landmarks, etc.): From Fayetteville take All-American Expressway north to Reilly Road, heading north approximately 2 miles. The project area is on the left hand side bound by Butner Road to the north and Reilly Road to the east, Longstreet Road to the south and Tank Creek to the west. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) UTM: X:681218 Y: 3891871 6. Property size (acres): The area proposed for the BCT Complex is approximately 136 acres. 7. Name of nearest receiving body of water: McFayden Pond 8. River Basin: Upper Cape Fear (Cataloging Unit 03030004) (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site has been under construction for the Fort Bragg Brigade Combat Team (BCT) Comnlex since October 2005. The site consists of modular buildings designed to house troops, mess-hall facilities, exercise facilities, roads, and utilities. The area surrounding the BCT is used for military base facilities. Page 2 of 10 10. Describe the overall project in detail, including the type of equipment to be used: The proposed Modularity Development Plan is intended to support a military population of approximately 3,500 active-duty military personnel and consists of two components. The Temporary Stationing Plan will construct temporary facilities until a permanent stationing decision is made by the Army. If there is no longer a requirement for the temporary facilities, they will be removed. The first Phase of the Temporary Stationing Development Plan is scheduled to provide facilities and support elements with a goal of functionality during the sprin)z of 2006. IV. V. 11. Explain the purpose of the proposed work: In response to the Army's transformation initiative, a new Unit of Action (UA) will be temporarily stationed at Fort Bragg, effective June 2006. The purpose of the project is to support the UA that has been assigned to Fort Bragg. The UA would consist of approximately 3,500 soldiers and their associated equipment. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. The Jurisdictional Determination UD) for the Wetland Delineation, Action ID Number is 2005-00238. The wetland plats were signed on December 13, 2004 by Lillette Granade, USACE, Wilmington District. A Nationwide 39 and 33 permit was obtained through COE (Action ID 200501095) issued on November 29, 2005 and DWQ (20051455) issued on December 5, 2005. The application date was July 20, 2005. The Nationwide 39 permit was issued for 0.02 acres of PFO wetland impact and 184 linear feet of perennial stream impact. The Nationwide 33 permit was issued for 0.07 acres of temporary PFO wetland impact and 170 linear feet of temporary perennial stream impact. Mitigation was obtained at a 2:1 ratio through the Ecosystem Enhancement Program (EEP) for 0.25 acres (0.02 acre impact) of PFO wetland and 368 linear feet (184 if of impact) of stream. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. NA Page 3 of 10 VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Provide a written description of the proposed impacts: The project, under a Nationwide 39, proposes an after-the-fact permit modification for 145 linear feet of impacts to a stream feature resulting from a road crossing and placement_of_a bottomless culvert (Area Al). On-site mitigation is commonly thought to be an ecologically preferable alternative to off- site or restoration fund donations as the mitigation takes place in close hydrologic proximity to the impacts and provides additional ecosystem continuity, and can be viewed as a form of impact minimization. On-site mitigation, as discussed at the July 20"i, 2006 site meeting, is proposed for 15 linear feet of the stream feature, by replanting the previously disturbed riparian area immediately downstream of the bottomless culvert. This area has already j replanted with native species. In addition. The COE permit (Action ID 200501095) issued on November 29. 2005 allowed ® for 184 linear feet of impacts, however the Fort Bragg BCT construction used only 144 linear feet of impact (Impact Area R1 for 40 if was modified during construction to cause no impacts to the stream). Payment was made to NCEEP at a 2:1 ratio for 368 linear feet of stream. Providing the Fort Bragg BCT complex an excess of stream mitigation credits of 80 linear feet. Therefore, the applicant proposes North Carolina Ecosystem Enhancement Project (NCEEP) donation for 90 if at a 2:1 ratio of 180 of reported stream feature impacts at Area Al. In summary, mitigation for the 145 If of impact is proposed as follows: 15 If of on-site restoration, 40 feet of mitigation previously paid to NCEEP under the November 2005 permit, and 90 feet of additional mitigation paid to NCEEP at a 2:1 ratio. 1. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Page 4 of 10 n r Nationwide 39 Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact (indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres) ( es/no) (linear feet) NA NA NA NA NA NA NA NA NA NA NA NA Total Wetland Impact (acres) NA 2. List the total acreage (estimated) of all existing wetlands on the property: 6.53 3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, darn construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, 1 plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. NATIONWI DE 39 Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact Intermittent'? Stream Width Length Impact (indicate on ma) Before Impact (linear feet) (acres) Road Crossing Perennial 2-4 feet A I Tank Creek (permanent) Stream 145 <0.0 I TOTAL PERMANENT STREAM IMPACT (BY LENGTH AND ACREAGE) 145 <0.01 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma) ocean, etc.) (acres) NA NA NA NA NA Total Open Water Impact (acres) NA Page 5 of 10 5. List the cumulative impact to all Waters of the U.S. resulting from the project: NWP 39 Stream Impact (acres) <0.01 Wetland Impact (acres) NA Open Water Impact (acres) NA Total Impact to Waters of the U.S. (acres) <0.01 Total Stream Impact (linear feet) 145 6. Isolated Waters Do any isolated waters exist on the property? ? Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USAGE. NA 7. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Current land use in the vicinity of the pond: NA Size of watershed draining to pond: NA Expected pond surface area: NA VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The concept design site layout was geared towards minimizing and avoiding wetland areas and streams associated with the Tank Creek Watershed. The project was permitted in November 2005, with permanent impacts of 0.02 acres of wetland and 184 linear feet of stream. Temporary impacts were permitted at 0.07 acres of wetland and 170 linear feet of stream. The area identified in the previous permit as Impact Area A 1 (bottomless culvert) was permitted for 0.02 acres of wetland and 0.00 if of stream Due to the unsuitable soil material within the culvert area, soil was removed and replaced with materials appropriate to support the culvert Page 6 of 10 foundation and roadway above. The drainage feature contours were affected during this cut and fill. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm1. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. A Restoration Plan for the NW39- Modification is discussed in Section VI-1 above. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://li2o.enr.state.nc.us/wm/index.litm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Page 7 of 10 Amount of stream mitigation requested (linear feet): 180 Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federaUstate) land? Yes X No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes X No ? 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X X. Proposed Impacts on Riparian and Watershed Buffers (required by DW Q) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation I 3 (2 for Catawba) NA 2 1.5 NA Total NA NA * Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 8 of 10 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0244, or.0260. NA XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Existing impervious area is minimal and exists in the northeast area of the project site, surrounding the horse stables. Impervious area is approximately 5 acres. Proposed impervious area for the final site design is 44-acres which is approximately 32% of the total site. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. All sewage will be directed to the Fort Brae waste water sewage treatment facility located on XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 21-1.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes X No ? XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The site design for the BCT Complex is a temporary stationing facility for troops, the lifespan of the buildings is six to ten years or when the Army makes a permanent stationing decision. Any future development of the site and impact to downstream water quality is out of our prevue at Page 9 of 10 XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., dra -down schedules for lakes, dates associated with Endangered and Threatened Species, ac s ' ility problems, or other issues outside of the applicant's control). NA Applica t/Agent's Signature " Date (Agent's signatt a is valid only if an authorization letter from the applicant is provided.) Page to of to 1191 Burgess & Niple, Inc. 12700 Black Forest Lane, Ste. 100 ON Woodbridge, VA 22192 BURGESS & NIPLE 703 670.6400 Fax 703 670.6250 LETTER OF TRA NSMI T TA L DATE: September 11, 2006 JOB NO.: 41444 RE: Nationwide Permit 39/33 Brigade Combat Team Complex (BCT) TO: Division of Water Quality Cumberland County 401/Wetlands Unit Fort Bragg, NC 28310 Attn: John Dorney DWQ # 2005-1455 1650 Mail Service Center COE #200510195 Raleigh, NC 27699-1650 WE ARE SENDING YOU. ® Attached ? Under separate cover via the following items: ? Shop drawings ? Prints ? Plans ? Samples ? Specifications ? Copy of letter ? Change order ? COPIES DATE NO. DESCRIPTION 1 9/11/2006 41444 Response Letter 1 9/11/2006 41444 Updated PCN THESE ARE TRANSMITTED: ® For Approval ? Approved as submitted ? Resubmit copies for approval ? For your use ? Approved as noted ? Submit copies for distribution ? As requested ? Returned for correction ? Return corrected prints ? For review and comment ? REMARKS: Seven copies of the PCN was submitted to the Division of Water Quality. Please contact me at 703-670-6400 or at aaustin@burnip.com with any questions or comments. File; Richard Spencer - USACE; John Dorney - DENR; Ken Averitte - DENR; Cyndi Karoly DENR; Catherine Applegate - Savannah District COE; Colonel Mark Held - Savannah District COE; Gregory Bean - Directorate of Public Works; Erich Hoffman - Directorate of Public Works; Kay Lantrip- Archer Western; COPY TO: Craig Galant - B&N SIGNED: Allison Austin; Environmental Scientist ., ?,4 i tJ SE/ 1 2006 0:\PR41444\ENVR\docUPA\transmittalsOomey_ATF_LOT_9-11-06.doc If enclosures are not as noted, kindly notify us at once. r Burgess tip Niple, Inc. 12700 Black Forest Lane Suite 100 Woodbridge, VA 22192 703 670.6400 Fax 703 670.6250 L." 14 North Carolina Department of Environment and Natural Resources Division of Water Quality 225 Green Street Suite 714 Fayetteville, NC 28301-5043 September 11, 2006 Dear Mr. Klimek: Re: Amendment to 401 Water Quality Certification Fort Bragg Brigade Combat Team Complex (BCT) Cumberland County Fort Bragg, NC 28310 DWQ #2005-1455 v.3 COE #200510195 This letter is written in response to the letter sent to Mr. Gregory Bean dated August 2, 2006 regarding the referenced permit. COMMENT #1: There appears to be some disagreement between the project drawings and the narrative (Item 6-3 in the application) about the actual length of the stream impacts under the bottomless culvert, (Area Al). Is the impact 100 feet as indicated, or 118 feet as indicated by the station numbers on the drawings? RESPONSE: An as-built survey meeting is submitted as Attachment 1. The final impact for the bottomless culvert (Area A1) as determined by this as-built survey is 145. COMMENT #2: In regard to the twin culverts, (Area A2), is there an accurate survey of the total stream impacts, including all rip-rap, that demonstrates that the actual stream impacts are within the length authorized (1441.f.)? RESPONSE: An as-built survey meeting is submitted as Attachment 1. The final impact for the bottomless culvert (Area A1) as determined by this as-built survey is 145. COMMENT #3: As discussed in a site meeting on June 6, 2006, the proposal to use the area under the bottomless culvert for stream mitigation is considered unacceptable. Please provide an alternative plan for the required mitigation. RESPONSE: Compensatory mitigation for the after-the-fact application is offered in the form of payment to the North Carolina Ecosystem 1 9 1 2 Page 2 Enhancement Program (EEP). An acceptance letter from EEP is forthcoming, the request letter is included as Attachment 2. For your records, an updated PCN is included as Attachment 3. Feel free to contact either myself or Lori Whitacre at (703) 670-6400 or via e-mail at aaustin @burnip.com or Lwhitacre@burnip.com. Thank you in advance for your time. Sincerely, co;?' &.'L' Allison Austin Environmental Scientist Enclosures cc: John Dorney, North Carolina DENR Division of Water Quality Ken Averitte, NCDENR Water Quality Section Ian McMillian, NCDENR Water Quality Section Cyndi Karoly, NCDENR Division of Water Quality Ms. Belinda Henson, NCDENR Division of Water Quality Mr. Ken Jolly, USACE Mr. Richard Spencer, USACE Mr. Keith Harris, USACE Catherine Applegate, Savannah District Army Corps of Engineers Colonel Mark Held, Savannah District Army Corps of Engineers Gregory Bean, Directorate of Public Works Camille Cole, Directorate of Public Works Kay Lantrip, Archer Western, Inc. Craig Galant, Burgess & Niple, Inc. ® m m ® m ® ® ® I ® ® m ..DGNSPEC.. .. SY S TIME. 1 N 1 W IA s n n BRIGADE COMBAT TEAM COMPLEX T FORT BRAGG. NORTH CAROLINA m= m STORM DRAINAGE PLAN AND PROFILE DATE OF AS-BUILT SURVEY (SHOWN IN RED) AUG. 07, 2006 OESIGNED Sr. DATE: U. S. ARMY ENGINEER DISTRICT KL9 0e-2/ 2DDS CORPS OF ENGINEERS DovN ar, cKD Br. 9OLICTTATION NO. SAVANNAH DISTRICT scows nu wuttso-05-6oDo7 SUMMED BY: CONTRACT NO.: nU FILENAME: CATEGORY CODE: BURGESS AND NIPLE, INC. BNMCU702A OGN 721-1td7 9IZE: PLOT SGAIE: PlOi DATE: r-.an os?A-aale RECORD DRAWIN09 i"UODS nU BYMPDI of SCRNTK7N DATE BY 1 WI Z IzEEi ..USERNAME.. I W I L) I e 11'4?'S7 tr L z4 of ? y{'L?}'rYt i'r l?l t i i;y+e`{' + 1 t ,( S , } -? 4bI tf111 t ?'J' r 1 S 1>j i ? i T { } 1}; f: i . Ij is 1 1 1 Ij -.i { ti ?t'S' '+ -i r? ?.. 't. t E• ?V 1 . J 7p Vill- .e mil 4 _ ,. r3r r, - a' .: ? ?1.1?? ?I ?1 I I ? i ? 1 ` 1 ? ? I i ?? .7 I Ioo ? ?+ ? Q 4 v! ? ? j i Oi $ I 1 i .o { ? t j ? i I LP ? m y;. ` 1F I f t? ?' ? Lo `J C\j 11 v`? Lf j V)l P N c? }I';?+1x ire ;S M + T'Y p?p LyT ?, ¢ N, i ,r y l 5+ 1 '. r r+'? Z.t7?id P? x 1 ' ? y +J +? Y y + } t i i? k 'Zk C L- e , r t e M jt (? a i h k r T f"'?" __ "f t ;.4? ?.. t iF F -3 _ j'e? n 1 ? 5 i t ..( {'r '? `6,? ? ?)?? a 7f ?};- ? { ? i? j ? 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'Ai ? :?o 1 1 I I j J it G P vim'-.`?Y. 77 SOTS C E F, C t F. ?I L r C L 1 r L r r CODES USED FOR TOPO AND LOCATION OF ARCH BRIDGE & 72" TWIN PIPES BB-BOTTOM OF BANK BC-BACK OF CURB CL-CENTERLINE CK-CREEK EA-EDGE OF ASPHALT EC-EDGE OF CONCRETE ECC-EDGE OF CONCRETE AT CORNER FE-POINT ON LINE OF FENCE GN-GROUND SHOT HW-HEAD WALL INV-INVERT OF PIPE RCP-REINFORCED CONCRETE PIPE CMP-CORRAGATED METAL PIPE RO-ROCK OUTCROPPING TA-TOP OF ASPHALT TB-TOP OF BANK TC-TOP OF CONCRETE TRH-DECIDOUS TREE TRP-CONIFEROUS TREE WA-WALL WW-WING WALL CONC-CONCRETE ELEV-ELEVATION AIR MILE-AIRBOURNE MILE INSID-INSDIE OF RIP RAP AREA (NOT EDGE) NUMBER AFTER TRH & TRP IS TREE SIZE ANY NUMBER IN A CODE IS IN INCHES UNLESS OTHERWISE NOTED ST SET BY CORPS- A STICK THAT THE CORPS PLACED AND WANTED RESHOT L' t NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP IN LIEU FEE REQUEST FORM Revised 1/19106 L I 0 n t n u n n H u Print this form, fill in required information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC 27699-1652, or fax to 919-715.2219. Attachments are acceptable for clarification purposes. 1. Name of Applicant or Agent Oepw"V Of `F 1 My - i 2. Name of Business of Applicant or Agent Q _ O? PuMic f,?Q( S 3. Mailing Address (Street or PO Box) - 3?- I G31 U? ,, -1JtAer ??O _ 4. City, State, Zip -_ C?or4-rS?A n c (;L%31 -0 --? 5. Telephone (eg, 919-555-1212) ?gJo73S6 yooq 6. Fax (optional) - - - --- --. - T E-mail (optional) G„?SOI?/. f. 105-M ?`US. ?My• M" I - 8. Project Name a&\W ` ?A ?y - 9. Project Location (nearest town, city) "-- - 10. Lat-long Coordinates (optional) r Vrw, X 81 J ? 4or`4 v, ? `? 1 K71 11. Project County 12. River Basin V QP-W 1e_ 4?4x -'- ` ----- 13. Cataloging Unit (8-digit) .St77?j p08y - 14. Riparian Wetland Impact {ac.) (o.g., 0.13) Mh 15. Non-Riparian Wetland Impact (ac.) i /V-+ -- -- 16. Coastal Marsh Impact ac. ' - - "- 17. Stream Impacts-Cold (ft.) (e.g. 1,234) Atli- 18. Stream Impact-Cool (ft.) 19. Stream Impact-Warm (ft.) IVA 20. Buffer Impact-Zone 1 (sq. R.) (e.g. 12,345} 21. Buffer Impact-Zono 2 (sq. (.) N,j ?`TT T -- ? -MA Check O below If this request is a: I Si at of Aoplicant or Aaent: _ revision to a current acceptance, or _ re-submission of an expired acceptance ____.- _ _--- -- - -? Pat Buffer mitigation applicable only in the Neuse, Tar-Pamlico nd Catawba river basins, and the Randleman Lake Water Supply Watershed. For help in determining the Cataloging Unit, go to EPS's -Surf Your Watershed' web page: hlto-/Icfoub.epa.gov/surf/ ocatelndex.cfm Direct all questions to Chris Mankoff at 919-716-1921 or chris.mankoff@ncmail.net 0 Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW #39 (verified) 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check iercc`-• , r ?,.v ; 1 -i a IL;? ' It . . . II. Applicant Information 1. Owner/Applicant Information SEP ?? [utib Natne: Department of the Army Mailing Address: Department of Public Works (IMSE BRG PW) !%'_;: t ,,.,nGTO w Headquarters Fort Bragg Garrison Command (ABN) Installation Management Agency Building 3-1631 Butner Road Fort Bragg, NC 28310-5000 Telephone Number: (910) 396-4009 Fax Number: (910) 432-6908 E-mail Address: Gregory.g.bean@us.army.mil 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Allison Austin Company Affiliation: Burgess & Niple t Mailing Address: 12700 Black Forest Lane Suite 100 Woodbridge, VA 22192 Telephone Number: (703) 670-6400 Fax Number:_ (703) 670-6250 E-mail Address: AAustin@burnip.com n 1 Page I of 10 G III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Fort Bragg Brigade Combat Team (BCT) Complex 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): NA 4. Location County: Cumberland County Nearest Town: Fayetteville, NC Subdivision name (include phase/lot number): NA Directions to site (include road numbers/names, landmarks, etc.): From Fayetteville take All-American Expressway north to Reilly Road, heading north approximately 2 miles. The project area is on the left hand side bound by Butner Road to the north and Reilly Road to the east,_Longstreet Road to the south and Tank Creek to the west. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) UTM: X:681218 Y: 3891871 6. Property size (acres): The area proposed for the BCT Complex is approximately 136 acres. 7. Name of nearest receiving body of water: McFayden Pond 8. River Basin: Upper Cape Fear (Cataloging Unit 03030004) (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site has been under construction for the Fort Bragg Brigade Combat Team (BCT) Complex since October 2005. The site consists of modular buildings designed to house troops, mess-hall facilities, exercise facilities, roads, and utilities. The area surrounding the BCT is used for military base facilities. Page 2 of 10 U 10. Describe the overall project in detail, including the type of equipment to be used: The proposed Modularity Development Plan is intended to support a military population_ of approximately 3,500 active-duty military personnel and consists of two components. The Temporary Stationing Plan will construct temporary facilities until a permanent stationing decision is made by the Army. If there is no longer a requirement for the temporary facilities, they will be removed. The first Phase of the Temporary Stationing Development Plan is scheduled to provide facilities and support elements with a goal of functionality during the spring of 2006. 11. Explain the purpose of the proposed work: In response to the Army's transformation initiative, a new Unit of Action MA) will be temporarily stationed at Fort Bragg, effective June 2006. The purpose of the project is to support the UA that has been assigned to Fort Bragg. The UA would consist of approximately 3,500 soldiers and their associated equipment. IV. Prior Project History " If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. The Jurisdictional Determination (JD) for the Wetland Delineation, Action ID Number is 2005-00238. The wetland plats were signed on December 13, 2004 by Lillette Granade, USACE, Wilmington District. A Nationwide 39 and 33 permit was obtained !I' through COE (Action ID 200501095) issued on November 29, 2005 and DWQ (20051455) issued on December 5, 2005. The application date was July 20, 2005. The Nationwide 39 permit was issued for 0.02 acres of PFO wetland impact and 184 linear feet of perennial stream impact. The Nationwide 33 permit was issued for 0.07 acres of temporary PFO wetland impact and 170 linear feet of temporary perennial stream impact. Mitigation was obtained at a 2:1 ratio through the Ecosystem Enhancement Program (EEP) for 0.25 acres (0.02 acre impact) of PFO wetland and 368 linear feet (1841f of impact) of stream. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. ® NA s Page 3 of 10 VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and snap all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional j space is needed for listing or description, please attach a separate sheet. Provide a written description of the proposed impacts: The project, under a Nationwide 39, proposes an after-the-fact permit modification for 145 linear feet of impacts to a stream feature resulting from a road crossing and placement of a bottomless culvert (Area Al). On-site mitigation is commonly thought to be an ecologically preferable alternative to off- site or restoration fund donations as the mitigation takes place in close hydrologic proximity to the impacts and provides additional ecosystem continuity, and can be viewed as a form of impact minimization. On-site mitigation, as discussed at the July 20`h, 2006 site meeting, is proposed for 15 linear feet of the stream feature, by replanting the previously disturbed riparian area immediately downstream of the bottomless culvert. This area has already been replanted with native species. In addition, The COE permit (Action ID 200501095) issued on November 29, 2005 allowed for 184 linear feet of impacts, however the Fort Bragg BCT construction used only 144 linear feet of impact (Impact Area R 1 for 40 If was modified durine constriction to cause no impacts to the stream). Payment was made to NCEEP at a 2:1 ratio for 368 linear feet of stream. Providing the Fort Bragg BCT complex an excess of stream mitigation credits of 80 linear feet. Therefore, the applicant proposes North Carolina Ecosystem Enhancement Project (NCEEP) donation for 901f at a 2:1 ratio of 180 of reported stream feature impacts at Area A1. In summary, mitigation for the 145 If of impact is proposed as follows: 15 If of on-site restoration, 40 feet of mitigation previously paid to NCEEP under the November 2005 permit, and 90 feet of additional mitigation paid to NCEEP at a 2:1 ratio. 1. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. '?i 1 Page 4 of 10 1-1 f] F 0 V Nationwide 39 Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Floodplain Nearest Stream Impact (acres) (indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet) NA NA NA NA NA NA NA NA NA NA NA NA Total Wetland Impact (acres) NA 2. List the total acreage (estimated) of all existing wetlands on the property: 6.53 3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, 1 plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. L r L' NATIONWI DE 39 Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact ' Stream Width Length Impact (indicate on ma) Intermittent ? Before Impact (linear feet) (acres) Road Crossing Perennial 2-4 feet A I Tank Creck (permanent) Stream 145 <0.01 TOTAL PERMANENT STREAM IMPACT (BY LENGTH AND ACREAGE) 145 <0.01 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. H u 0 Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma) ocean, etc.) (acres) NA NA NA NA NA Total Open Water Impact (acres) NA Page 5 of 10 5. List the cumulative impact to all Waters of the U.S. resulting from the project: NWP 39 u H H_ u n n 1 VII. H u F11, L Stream Impact (acres) <0.01 Wetland Impact (acres) NA Open Water Impact (acres) NA Total Impact to Waters of the U.S. (acres) <0.01 Total Stream Impact (linear feet) 145 6. Isolated Waters Do any isolated waters exist on the property? ? Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 7. Pond Creation If construction of a pond is proposed, associated wetland and stream Impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aestlietic, trout pond, local stormwater requirement, etc.): NA Current land use in the vicinity of the pond: NA Size of watershed draining to pond: NA Expected pond surface area: NA Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The concept design site layout was geared towards minimizing and avoiding wetland areas and streams associated with the Tank Creek Watershed. The project was permitted in November 2005, with permanent impacts of 0.02 acres of wetland and 184 linear feet of stream. Temporary impacts were permitted at 0.07 acres of wetland and 170 linear feet of stream. The area identified in the previous permit as Impact Area A 1 (bottomless culvert) was permitted for 0.02 acres of wetland and 0.00 If of stream Due to the unsuitable soil material within the culvert area, soil was removed and replaced with materials appropriate to support the culvert Page 6 of l0 F??--? 0 foundation and roadway above. The drainage feature contours were affected during this cut and fill VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://li2o.enr.state.nc.us/ncwetIands/strm,gide.litin1. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. A Restoration Plan for the NW39- Modification is discussed in Section VI-1 above. u U. N-1. f] Cl 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.11tm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Page 7 of 10 Amount of stream mitigation requested (linear feet): 180 Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes X No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes X No ? 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ? No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. 77 ? J I 7 J Zone* Impact (square feet) Multiplier Required Mitigation 1 3 (2 for Catawba) NA 2 1.5 NA Total NA NA * Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone I. Page 8 of 10 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0244, or.0260. NA XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Existing impervious area is minimal and exists in the northeast area of the project site, surrounding the horse stables. Impervious area is approximately 5 acres. Proposed impervious area for the final site design is 44-acres which is approximately 32% of the total site. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. All sewage will be directed to the Fort Brag waste water sewage treatment facility located on XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 21-1.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes X No ? XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://l12o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The site design for the BCT Complex is a temporary stationing facility for troops, the lifespan of the buildings is six to ten years or when the Army makes a permanent stationing decision. Any future development of the site and impact to downstream water quality is out of our prevue at this time. Page 9 of 10 XV. Other Circumstances (Optional): f. L 0 c r It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., dra -down schedules for lakes, dates associated with Endangered and Threatened Species, ac s ' ility problems, or other issues outside of the applicant's control). NA - 41 Applica t/Agent's Signature Date (Agent's signatL a is valid only if an authorization letter from the applicant is provided.) I' Pagc to or to C?I ©m BURGESS & NIPLE US Army Corps of Engineers Re: Nationwide Permit 39/33 Wilmington Regulatory Field Office Brigade Combat Team Complex (BCT) 69 Darlington Avenue Cumberland County Wilmington, NC 28402-1890 Fort Bragg, NC 28310 1 DWQ #2005-1455 COE #2005 1 0 1 95 September 11, 2006 Dear Colonel Pulliam: Burgess & Niple, Inc. 12700 Black Forest Lane This letter is written in response to the Memorandum for Mr. Gregory Bean dated July 20, site 100 2006 regarding the referenced permit. Woodbridge, VA 22192 703 670.6400 COMMENT #1: As requested in the Memorandum referenced at item 1.b., an Fax 703 670.6250 as-built survey of both culvert crossings must be submitted to the Wilmington Regulatory Field Office. The submitted application included plan drawings, which were identified as as-built surveys. However, these plans are not considered as- built surveys as were requested. The following is provided in an effort to clarify the data that we require and are typically included in as-built surveys: a. An as-built survey is usually a record drawing depicting the actual surveyed horizontal and vertical locations of features in a completed structure, in this case the culvert crossings. Generally, a reproduction of the original construction drawing is used with the as-built survey data recorded by crossing out the original design data and writing in the as-built data in red ink, hence the term red- line drawings which is commonly used to refer to record drawings. The construction drawings should include wetlands and streams as an overlay. The term as-built survey, together with the date of revision, is written in, or '=?? t near, the title block. 1 b. After-construction survey information displayed on the S EP 1 20ob approved construction plans should also accurately depict the full extent of the land disturbance. This data should be %`? L I .;', }S =.Tr marked on the drawings, both plan view and profile, with a surveyed location point and elevation, in red ink. Elevations should be surveyed every 10 feet along the centerline of the structure with additional 10 foot offset shoots to document bottom elevation changes within the disturbance area. All dimensional changes shall be 1 9 1 2 i Page 2 reflected as corrected dimensions by writing the change in red ink below the original value. All pipe structures and interface changes shall be reflected on the drawings to scale and defined with sufficient dimensions to be able to confirm the location in the field. All lines, letters, and details shall be sharp, clear, and fully legible. All additions to the drawings shall be precisely drawn to scale of the original drawing and their locations dimensioned. c. The as-built drawings typically are verified by a registered Land Surveyor or Licensed Engineer, with their conformation signature on the record plans. All survey field notes should be provided with the as-built plans. This information typically expedites our review of after-the-fact permit requests. RESPONSE: An as-built survey meeting the requirements listed above is submitted as Attachment 1. COMMENT #2: As requested in the Memorandum referenced at item Lb., compensatory mitigation is required for all unavoidable, authorized impacts and a plan for providing this mitigation was to be submitted with the after-the-fact application. In the application, referenced as item I.a., compensatory mitigation is offered in the form of stream restoration within the bottomless culvert at Area Al. This mitigation proposal is unacceptable since the bottom contours of the stream channel have been disturbed and lowered and would most likely result in unstable conditions within the culvert, potentially compromising the culvert footers' integrity and requiring constant remedial activities to meet the mitigation template. Furthermore, the stream would not be restored to its original condition without removal of the culvert, thereby restoring associated aquatic functions, with this proposal. Only a full, stable restoration of the disturbed channel would be considered acceptable in the case of a violation of permit conditions. Alternatively, there are numerous stream channels on post that are in need of restoration that could be utilized to compensate for the additional impacts, if authorized. Stream channels within close proximity to the BCT complex should be investigated as potential mitigation sites and coordinated with the Wilmington Regulatory staff. RESPONSE: Compensatory mitigation for the after-the-fact application is offered in the form of payment to the North Carolina Ecosystem Enhancement Program (EEP). An acceptance letter from EEP will be forwarded upon receipt. Attachment 2 is the signed request form to EEP. e i Page 3 For your records an updated PCN is included as Attachment 3. Feel free to contact either myself or Lori Whitacre at (703) 670-6400 or via e-mail at aaustin@burnip.com or Lwhitacre@burnip.com. Thank you in advance for your time. Sincerely, Allison Austin Environmental Scientist Enclosures cc: John Dorney, North Carolina DENR Division of Water Quality Ken Averitte, NCDENR Water Quality Section Ian McMillian, NCDENR Water Quality Section Alan W. Klimek, NCDENR Water Quality Section Cyndi Karoly, NCDENR Division of Water Quality Ms. Belinda Henson, NCDENR Division of Water Quality Mr. Ken Jolly, USACE Mr. Richard Spencer, USACE Mr. Keith Harris, USACE Catherine Applegate, Savannah District Army Corps of Engineers Colonel Mark Held, Savannah District Army Corps of Engineers Gregory Bean, Directorate of Public Works Camille Cole, Directorate of Public Works Kay Lantrip, Archer Western, Inc. Craig Galant, Burgess & Niple, Inc. FtDCNSPECBB B}USERNAMEBf AI 1 N D 1 W 1 A ?- U m A D q w DATE OF AS-BUILT SURVEY (SHOWN IN RED) AUG. 07, 2006 1 CA s x r` ; Cn Z C 0 m ? m BRIGADE COMBAT TEAM COMPLEX FORT BRAGG, NORTH CAROLINA TORM DRAINAGE PLAN AND PROFILE U. S. ARMY ENGINEER DISTRICT CORPS OF ENGINEERS SAVANNAH DISTRICT URGESS AND NIPLE, INC. DESIGNED BY: DATE aB 061A'700° OWN Bw cKO BY, BaICITATwN No. ccws nV w N-o B MRTED BY: CONTRACT TMCi NO.: .: FITLLI LENAME: CATEGORY CODE BNMCV71 a .DGN 721.1ta7 SIZE RLOT SCALE: RLOT DATE: t•. Tryfr 06242008 MBOL RECORD DRAWINGS SCRIPTION 14A000O TE nV Y L? Q tt ? .,{„? ? F at t { w ?? ' j? y ? ? -' E a k??1.. ? {i } f ?'i "? t:? o roil ".'?? ?Y. ,•7? C ? ?, ?r ?.• ??d- r?f i ?ra9 ?. ' ?4a?t Mr it'1a?!^ t, t?? , ? 7':, , ? . Zf#`, ?.,? ,?,? 1 ?1???+.:;?'° n`,?.?r?`4 k ' a ? e ?1yi _ J 1 ty ? tug -.c?- o "?- V??F y r_, r d 9 I - 77 Q` t 1 : qo? `'I ,r fm rill m ra j I10o o ! j0 p `• -Y ? ! o vt A; w ! ,` ! I I i 1 I' ( c? !N ; I ? va \" 4? 1 1 ,1 S ?3 { ?c L'. jil is l ?I C`. ?+• 7' ^-+---T-.^..° mr?^^ .?.••_^r•.^_^.^P*.^.•?'? C Tr^ ?'i,LA1, '°r°'f ? _7 "7 7; ? 7 y y TIN, r':' ez ?s , i tn E 1 H ?' r a}v1 s y 7 !` ?? ?r } 7f y a' Y li 0 ? a r -, ly ? i ?:- 1 414 f''^ atl? ?? w. LFC } ( n; 1 : i 1 7 i r h. Y?? _ ? , ry ,. t J dts i' el ', ? 1 I t.J ,, . ;f _ _"?*.•rs+ei?k?i.?4+??s?E!?r-ti.?c. ra... ? w ? ..:?- r6 . &: '. ti.?a?ar:....,? ? I? .1 V 4 d., 0 m N a O r a-. ' SPt t T\ ,t ?w,' E C FFii ,t . ?.. 1w -Ali h r r i ? f °} J ^ t ,. •-I ' (t7 i ? i i I I ( 1 ? I N x? x L_ I ' IR g ° V z 1 i N? NI 1 4l 4 I I Sz, r!? . N ® N I .2 m ? 1 t ?? N V), ? j I 1 ? ! I J - 51 LLI I Ni? 11 M; ?± { ,L;: I I ! TI N W 'CA `? MV V-4 :S7' x -r a 0 CODES USED FOR TOPO AND LOCATION OF ARCH BRIDGE & 72" TWIN PIPES BB-BOTTOM OF BANK BC-BACK OF CURB CL-CENTERLINE CK-CREEK EA-EDGE OF ASPHALT EC-EDGE OF CONCRETE ECC-EDGE OF CONCRETE AT CORNER FE-POINT ON LINE OF FENCE GN-GROUND SHOT HW-HEAD WALL INV-INVERT OF PIPE RCP-REINFORCED CONCRETE PIPE CMP-CORRAGATED METAL PIPE RO-ROCK OUTCROPPING TA-TOP OF ASPHALT TB-TOP OF BANK TC-TOP OF CONCRETE TRH-DECIDOUS TREE TRP-CONIFEROUS TREE WA-WALL WW-WING WALL CONC-CONCRETE ELEV-ELEVATION AIR MILE-AIRBOURNE MILE NOT EDGE INSID INSDIE OF RIP RAP AREA ) - ( NUMBER AFTER TRH & TRP IS TREE SIZE ANY NUMBER IN A CODE IS IN INCHES UNLESS OTHERWISE NOTED ST SET BY CORPS- A STICK THAT THE CORPS PLACED AND WANTED RESHOT L I n u r L r L C r r C C G n u u NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP IN LIEU FEE REQUEST FORM Revised 1/19/06 Print this form, fill in required Information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC 27699-1652, or fax to 919-715-2219. Attachments are acceptable for clarification purposes. 1. Name of Applicant or Agent FoAlAt4 Of `I tKMy i 2. Name of Business of Applicant or Agent o Of' Pvb1ic WDf s 3. Mailing Address (Street or PO Box) - - 6 1 45, 3 G3 1S v1?' 4. City, State, Zip 5. Telephone (eg, 919-555-1212) i _ Fri r_&A y? C v3_931 1) Cal 1o7356 ? 1104) 9 6. Fax (optional) -' - ---- ? 510\ ? 3a + ?? a $ ) T E-mail (optional) - _-? ^ -? -'--°--"- - G,regory. . bem @ us. arMy. rn: l _ 8. Project Name _ ?OIT ?r, NP'LC ?+rh -? -- 9. Project Location (nearest town, city) ror? 10. Lat-Long Coordinates (optional) _ 4&,", X a - -i - 81 16 Lo'"4 L' 3+B`518?1 11. Project County 12. River Basin QP?? ---•_-______ 13. Cataloging Unit (8-digit) 03(23001)y - 14. Riparian Wetland Impact (ac.) (e. g., 013) 15. Non-Riparian Wetland Impact (ac.) -- -AlA -'-? - 16. Coastal Marsh Impact (ac.) `___.. An? -- . 17. Stream Impacts-Cold (ft.) (e.g. 1,234) A/A t 18. Stream Impact-Cool (ft.) 19. Stream Impact-Warm (ft.) J 20. Buffer Impact-Zone 1 (sq. It.) (e.g. 12,345),] -- _-'-' 21 Buffer Impact-Zono 2 (sq. --- __ __ - -- - Z ; Check () below If this request is a : I Si at of Applicar I ? J or Agent: _ revision to a current acceptance, or l G _ re-submission of an expired acceptance _ Buffer mitigation applicable only in the Neuse, Tar-Pamlico nd Catawba river basins, and the Randleman Lake 1 Water Supply Watershed, For help in determining the Cataloging Unit, go to EPS's'Surf Your Watershed' web page: hltp-/Icfoub.epa.gov/surf/Iocatelndex.cfm Direct all questions to Chris Mankoff at 919-716-1921 or chris.mankoff@ncmail.net Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1 1. E C n 1-1 r H u n fl n H Processing 1. Check all of the approval(s) requested for this project: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW #39 (verified) 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), c 3 kjhere: R I bz, MP-- ro H. Applicant Information L 1. Owner/Applicant Information SEP ! l 2006 Name: Department of the Army Mailing Address: Department of Public Works (IMSE BRG PW) t;rt? r ` `` T? ER QUALITY Headquarters Fort Brad Garrison Command (ABN) Installation Management Agency Building 3-1631 Butner Road Fort Bragg, NC 28310-5000 Telephone Number: (910) 396-4009 Fax Number: (910) 432-6908 E-mail Address: Gregory.g.bean@us.army.mil 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Allison Austin Company Affiliation: Burgess & Niple Mailing Address: 12700 Black Forest Lane Suite 100 Woodbridge, VA 22192 Telephone Number: (703) 670-6400 Fax Number:_ (703) 670-6250 E-mail Address: AAustin@burnip.com Page 1 of 10 H III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Fort Brae Brigade Combat Team (BCT) Complex 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): NA 4. Location County: Cumberland County Nearest Town: Fayetteville, NC Subdivision name (include phase/lot number): NA Directions to site (include road numbers/names, landmarks, etc.): From Fayetteville take All-American Expressway north to Reilly Road, heading north approximately 2 miles. The project area is on the left hand side bound by Butner Road to the north and Reilly Road to the east, Longstreet Road to the south and Tank Creek to the west. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) UTM: X:681218 Y: 3891871 6. Property size (acres): The area proposed for the BCT Complex is approximately 136 acres. 7. Name of nearest receiving body of water: McFayden Pond 8. River Basin: Upper Cape Fear (Cataloging Unit 03030004) (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at.http://l12o.enr.state.iic.us/adinin/maps /.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site has been under construction for the Fort Brae Brigade Combat Team (BCT) Complex since October 2005. The site consists of modular buildings designed to house troops, mess-hall facilities, exercise facilities roads and utilities. The area surrounding the BCT is used for military base facilities. I Page 2 of 10 10. Describe the overall project in detail, including the type of equipment to be used: The proposed Modularity Development Plan is intended to support a military population of approximately 3,500 active-duty military personnel and consists of two components. The Temporary Stationing Plan will construct temporary facilities until a permanent stationing decision is made by the Army. If there is no longer a requirement for the temporary facilities, they will be removed. The first Phase of the Temporary Stationing Development Plan is scheduled to provide facilities and support elements with a goal of functionality during the spring of 2006. 11. Explain the purpose of the proposed work:_ In response to the Army's transformation initiative, a new Unit of Action (UA) will be temporarily stationed at Fort Bragg, effective June 2006. The purpose of the project is to support the UA that has been assigned to Fort Bragg. The UA would consist of approximately 3,500 soldiers and their associated equipment. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. The Jurisdictional Determination (JD) for the Wetland Delineation, Action ID Number is 2005-00238. The wetland plats were signed on December 13, 2004 by Lillette Granade, USAGE, Wilmington District. A Nationwide 39 and 33 permit was obtained through COE (Action ID 200501095) issued on November 29, 2005 and DWQ (20051455) issued on December 5, 2005. The application date was July 20 2005. The Nationwide 39 permit was issued for 0.02 acres of PFO wetland impact and 184 linear feet of perennial stream im act. The Nationwide 33 permit was issued for 0.07 acres of temporary PFO wetland impact and 170 linear feet of temporary perennial stream impact. Mitigation was obtained at a 2:1 ratio through the Ecosystem Enhancement Program (EEP) for 0.25 acres (0.02 acre impact) of PFO wetland and 368 linear feet (184 If of impact) of stream. V. Future Project Plans 0 n u Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. NA Page 3 of 10 VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Provide a written description of the proposed impacts: The project, under a Nationwide 39, proposes an after-the-fact permit modification for 145 linear feet of impacts to a stream feature resulting from a road crossing and placement of a bottomless culvert (Area Al). On-site mitigation is commonly thought to be an ecologically preferable alternative to off- site or restoration fund donations as the mitigation takes place in close hydrologic proximity to the impacts and provides additional ecosystem continuity, and can be viewed as a form of impact minimization. On-site mitigation, as discussed at the July 20`x', 2006 site meeting, is proposed for 15 linear feet of the stream feature, by replanting the previously disturbed riparian area immediately downstream of the bottomless culvert. This area has already replanted with native species. In addition, The COE hermit (Action ID 200501095) issued on November 29. 2005 allowed ® for 184 linear feet of impacts, however the Fort Bragg BCT construction used only 144 linear feet of impact (Impact Area RI for 40 if was modified during construction to cause no impacts to the stream). Payment was made to NCEEP at a 2:1 ratio for 368 linear feet of stream. Providing the Fort Bragg BCT complex an excess of stream mitigation credits of 80 linear feet. Therefore, the applicant proposes North Carolina Ecosystem Enhancement Project (NCEEP) donation for 90 If at a 2:1 ratio of 180 of reported stream feature impacts at Area Al. In summarv, mitication for the 145 if of impact is nronosed as follows: 15 if of on-site ® restoration, 40 feet of mitigation previously paid to NCEEP under the November 2005 permit, and 90 feet of additional mitigation paid to NCEEP at a 2:1 ratio. 1. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For darns, ® separately list impacts due to both structure and flooding. Page 4 of 10 C? u LJ Nationwide 39 Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact (indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres) ( es/no) (linear feet) NA NA NA NA NA NA NA NA NA NA NA NA Total Wetland Impact (acres) NA 2. List the total acreage (estimated) of all existing wetlands on the property: 6.53 3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. P1, Fi C NATIONWI DE 39 Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact Intermittent? Stream Width Length Impact (indicate on ma) Before Impact (linear feet) (acres) Road Crossing Perennial 2-4 feet A I Tank Creek 145 <0.01 (permanent) Stream TOTAL PERMANENT STREAM IMPACT (BY LENGTH AND ACREAGE) 145 <0.0I 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma) ocean, etc.) (acres) NA NA NA NA NA Total Open Water Impact (acres) NA Page 5 of 10 5. List the cumulative impact to all Waters of the U.S. resulting from the project: NWP 39 Stream Impact (acres) <0.01 Wetland Impact (acres) NA Open Water Impact (acres) NA Total Impact to Waters of the U.S. (acres) <0.01 Total Stream Impact (linear feet) 145 6. Isolated Waters Do any isolated waters exist on the property? ? Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. NA 7. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Current land use in the vicinity of the pond: NA Size of watershed draining to pond: NA Expected pond surface area: NA VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The concept design site layout was geared towards minimizing and avoiding wetland areas and streams associated with the Tank Creek Watershed. The project was permitted in November 2005, with permanent impacts of 0.02 acres of wetland and 184 linear feet of stream. Temporary impacts were permitted at 0.07 acres of wetland and 170 linear feet of stream. The area identified in the previous permit as Impact Area Al (bottomless culvert) was permitted for 0.02 acres of wetland and 0.00 if of stream Due to the unsuitable soil material within the culvert area, soil was removed and replaced with materials appropriate to support the culvert Page 6 of 10 foundation and roadway above. The drainage feature contours were affected during this cut and fill. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://li2o.enr.state.nc.us/ncwetlands/strni.ide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. A Restoration Plan for the NW39- Modification is discussed in Section VI-1 above. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wM/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Page 7 of 10 Amount of stream mitigation requested (linear feet): 180 Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes X No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes X No ? 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ? No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 3 (2 for Catawba) NA 2 1.5 NA Total NA NA * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 8 of 10 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0244, or.0260. NA XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Existing, impervious area is minimal and exists in the northeast area of the project site, surrounding the horse stables. Impervious area is approximately 5 acres. Proposed impervious area for the final site design is 44-acres which is approximately 32% of the total site. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. All sewage will be directed to the Fort Bragg waste water sewage treatment facility located on post. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes X No ? XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http:Hh2o.enr.state.nc.us/ncwetIands. If no, please provide a short narrative description: The site design for the BCT Complex is a temporary stationing f?acility for troops, the lifespan of the buildings is six to ten years or when the Army makes a permanent stationing decision. Any future development of the site and impact to downstream water quality is out of our prevue at this time. Page 9 of 10 XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules dra -down schedules for lakes, dates associated with Endangered and Threatened Species, ac s ' ility problems, or other issues outside of the applicant's control). NA Applic,;alt/Agent's Signature Date (Agent's signt a is valid only if an authorization letter fro in the applicant is provided.) Page to of to ©0 y BURGESS & NIPLE North Carolina Department of Environment and Natural Resources Division of Water Quality 225 Green Street Suite 714 Fayetteville, NC 28301-5043 September 11, 2006 Re: Amendment to 401 Water Quality Certification Fort Bragg Brigade Combat Team Complex (BC-0 Cumberland County Fort Bragg, NC 28310 DWQ #2005-1455 v.3 COE #200510195 nurgess & Niple, Inc. 12700 Black Forest Lane suite 100 Dear Mr. Klimek: Woodbridge, VA 22192 703 670.6400 This letter is written in response to the letter sent to Mr. Gregory Bean dated August 2, Fax 703 670.6250 2006 regarding the referenced permit. COMMENT #1: There appears to be sonic disagreement between the project drawings and the narrative (Item 6-3 in the application) about the actual length of the stream impacts under the bottomless culvert, (Area Al). Is the impact 100 feet as indicated, or 118 feet as indicated by the station numbers on the drawings? RESPONSE: An as-built survey meeting is submitted as Attachment 1. The final impact for the bottomless culvert (Area A1) as determined by this as-built survey is 145. COMMENT #2: In regard to the twin culverts, (Area A2), is there an accurate survey of the total stream impacts, including all rip-rap, that t demonstrates that the actual stream impacts are within the length authorized (144 l.f.)? .L?06 1 Th h o RESPONSE: , ment e An as-built survey meeting is submitted as Attac final impact for the bottomless culvert (Area A1) as determined by this as-built survey is 145. COMMENT #3: As discussed in a site meeting on June 6, 2006, the proposal to use the area under the bottomless culvert for stream mitigation is considered unacceptable. Please provide an alternative plan for the required mitigation. RESPONSE: Compensatory mitigation for the after-tile-fact application is offered in the form of payment to the North Carolina Ecosystem 1 9 1 2 Page 2 Enhancement Program (EEP). An acceptance letter from EEP is forthcoming, the request letter is included as Attachment 2. For your records, an updated PCN is included as Attachment 3. Feel free to contact either myself or Lori Whitacre at (703) 670-6400 or via e-mail at aaustin@burnip.com or Lwhitacre@burnip.com. Thank you in advance for your time. Sincerely, Allison Austin Environmental Scientist Enclosures cc: John Dorney, North Carolina DENR Division of Water Quality Ken Averitte, NCDENR Water Quality Section Ian McMillian, NCDENR Water Quality Section Cyndi Karoly, NCDENR Division of Water Quality Ms. Belinda Henson, NCDENR Division of Water Quality Mr. Ken Jolly, USACE Mr. Richard Spencer, USACE Mr. Keith Harris, USACE Catherine Applegate, Savannah District Army Corps of Engineers Colonel Mark Held, Savannah District Army Corps of Engineers Gregory Bean, Directorate of Public Works Camille Cole, Directorate of Public Works Kay Lantrip, Archer Western, Inc. Craig Galant, Burgess & Niple, Inc. •tDCNSPEC(F •FSYS TIME •• I N 1 (A Is 5 n I ?n BRIGADE COMBAT TEAM COMPLEX m FORT BRAGG, NORM CAROLINA 2 m ?? STORM DRAINAGE PLAN AND PROFILE DATE OF AS-BUILT SURVEY (SHOWN IN RED) AUG. 07, 2006 DESIGNED BY: DATE: U. S. ARMY ENGINEER DISTRICT KLS 08-242000 CORPS OF ENGINEERS DWN er. crcD er. Noy - soLwrtATwN n c SAVANNAH DISTRICT scows TLD M li s of o SUBMRTED BY: CONTRACT NO, TLU FILENAME: CATEGORY CODE BURGESS AND NIPLE, INC. BNMC= -.Da 72+41a1 BIZE: PLOTBGLE 0.01 DATE; t' ? JfY-0' 06343P]! RECOPD DRAWIN03 -w" TLU SYMBOL DE3CR?PigN Mm By 1 CA • 0 z? ; 0 •*USERNAMEE* Y I W I () i i 1 t i I r' j i 1 1., } r r?. li 1 1 1-7 lei ' =z` Its, r)- ?" mac. :....--?•""..--.?^'. ,Y ??.?j ? Kti??? ?,. - 3 m 12 - t'a- 1 9 919 9 N 10 11 ' ? ? ? I , I ll -1 ?rl lc? All j © s u -Yj- x?d r: <ul T O t? N i . ., ?+ :,?y^q '+q a?j{ 4 1 7 k ???( 1f [ ]]} LZ ., 4 S7 V7, t lir"Yr f? 3 A } ?a ??y a p r? E {? + q o `q ? ` ? ?l1??? 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J t# <4 r I n. s3 i? irv CODES USED FOR TOPO AND LOCATION OF ARCH BRIDGE & 72" TWIN PIPES BB-BOTTOM OF BANK BC-BACK OF CURB CL-CENTERLINE CK-CREEK EA-EDGE OF ASPHALT EC-EDGE OF CONCRETE ECC-EDGE OF CONCRETE AT CORNER FE-POINT ON LINE OF FENCE GN-GROUND SHOT HW-HEAD WALL INV-INVERT OF PIPE RCP-REINFORCED CONCRETE PIPE CMP-CORRAGATED METAL PIPE RO-ROCK OUTCROPPING TA-TOP OF ASPHALT TB-TOP OF BANK TC-TOP OF CONCRETE TRH-DECIDOUS TREE TRP-CONIFEROUS TREE WA-WALL WW-WING WALL CONC-CONCRETE ELEV-ELEVATION AIR MILE-AIRBOURNE MILE INSID-INSDIE OF RIP RAP AREA (NOT EDGE) NUMBER AFTER TRH & TRP IS TREE SIZE ANY NUMBER IN A CODE IS IN INCHES UNLESS OTHERWISE NOTED ST SET BY CORPS- A STICK THAT THE CORPS PLACED AND WANTED RESHOT t n n I NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP IN LIEU FEE REQUEST FORM Revised 1119/06 Print this form, fill in required Information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC 27699-1652, or fax to 919-715.2219. Attachments are acceptable for clarification purposes. 1. Name of Applicant or Agent - OeMt4 Of-Am rMy - 2. Name of Business of Applicant or Agent Q p? p?,p,iG too 5 3. Mailing Address (Street or PO Box) 6145, 3 G31 6AA12, ' 424 ?L 4. Clty, State, Zip 5. Telephone (eg, 919-555-1212) ----"` t?or1-??A n c a?? ? a 6.910-) 35(o 1,400 9 6. Fax (optional) NO) y 3a - 66D $ 7. E-mail (optional) 6-tro-S ory. . 10Cm o` us. axiny• M. ^ 8. Project Name T 9. Project Location (nearest town, city) ---r`-Fbr? 10. Lat-Long Coordinates (optional) W_U X 8 -??-- '- a r`4 .3188 t?71 11. Project County (A)M` " ?COU4-/ 12. River Basin V ?P ? - 13. Cataloging Unit (8-digit) 0.??.3oODy ` 14. Riparian Wetland Impact (ac.) 15. Non-Riparian Wetland Impact (ac.) -- 16. Coastal Marsh Impact ac. -- - 17. Stream Impacts-Cold 1,234} WA 1 18. Stream Impact-Cool (ft.) -? i ?? -- - y 19. Stream Impact-Warm (ft.) NJ? - 120. Buffer I act- Z mp ono 1 (sq. ft.) (e.g. 12,345) ! AIA 21. Buffer Impact-Zone 2 ---- - N Check (4) below If this request rs a: I Si at of Applicant or Agent: _ revision to a current acceptance, or _ re-submission of an expired acceptance i -- Date V Buffer mitigation applicable only in the Neuse, Tar-Pamlico nd Catawba river basins, and the Randleman Lake Water Supply Watershed. For help in determining the Cataloging Unit, go to EPS's'Surf Your Watershed' web page. http-//cfpub.epa.nov/surfllocalelndex.cfrn Direct all questions to Chris Mankoff at 919-716-1921 or chris.mankoff@ncrnail.net 11 USACE Action ID No. DWQ No. Office Use Only: Form Version March 05 (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1 D I] u n u D Processing 1. Check all of the approval(s) requested for this project: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW #39 (verified) 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information 01 _?_ `:? 1. Owner/Applicant Information Name: Department of the Army SEP 1 2 2006 Mailing Address: Department of Public Works (IMSE BRG PW) arm Headquarters Fort Bragg Garrison Command (ABN) '" ''?r`-.','.,•.;'.:it."t °??? Installation Management Agency Building 3-1631 Butner Road Fort Bragg, NC 28310-5000 Telephone Number: (910) 396-4009 Fax Number: (910) 432-6908 E-mail Address: Gregory.g.bean@us.army.mil 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Allison Austin Company Affiliation: Burgess & Niple Mailing Address: 12700 Black Forest Lane Suite 100 Woodbridge, VA 22192 Telephone Number: (703) 670-6400 Fax Number: (703) 670-6250 E-mail Address: AAustin@burnip.com s Page l of 10 III. 0 [,d U u U. u L I 0 u fl-I fl Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Fort Bragg Brigade Combat Team (BCT) Complex 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): NA 4. Location County: Cumberland County Nearest Town: Fayetteville, NC Subdivision name (include phase/lot number): NA Directions to site (include road numbers/names, landmarks, etc.): From Fayetteville take All-American Expressway north to Reilly Road, heading north approximately 2 miles. The project area is on the left hand side bound by Butner Road to the north and Reilly Road to the east, Longstreet Road to the south and Tank Creek to the west. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) UTM: X:681218 Y: 3891871 6. Property size (acres): The area proposed for the BCT Complex is approximately 136 acres. 7. Name of nearest receiving body of water: McFayden Pond 8. River Basin: Upper Cape Fear (Cataloging Unit 03030004) (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site has been under construction for the Fort Bragg Brigade Combat Team (BCT) Complex since October 2005. The site consists of modular buildings designed to house troops, mess-hall facilities, exercise facilities, roads, and utilities. The area surrounding the BCT is used for military base facilities. Page 2 of 10 N Li n 0 n 1 IV. 1 t e t V. s t s 10. Describe the overall project in detail, including the type of equipment to be used: The proposed Modularity Development Plan is intended to support a military population of approximately 3,500 active-duty military personnel and consists of two components. The Temporary Stationing Plan will construct temporary facilities until a permanent stationing decision is made by the Army. If there is no longer a requirement for the temporary facilities, they will be removed. The first Phase of the Temporary Stationing Development Plan is scheduled to provide facilities and support elements with a goal of functionality during the spring of 2006. 11. Explain the purpose of the proposed work: In response to the Army's transformation initiative, a new Unit of Action MA) will be temporarily stationed at Fort Brae, effective June 2006. The purpose of the project is to support the UA that has been assigned to Fort Brae. The UA would consist of approximately 3,500 soldiers and their associated equipment. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. The Jurisdictional Determination (JD) for the Wetland Delineation, Action ID Number is 2005-00238. The wetland plats were signed on December 13, 2004 by Lillette Granade, USACE, Wilmington District. A Nationwide 39 and 33 permit was obtained through COE (Action ID 200501095) issued on November 29, 2005 and DWQ (20051455) issued on December 5, 2005. The application date was July 20, 2005. The Nationwide 39 permit was issued for 0.02 acres of PFO wetland impact and 184 linear feet of perennial stream impact. The Nationwide 33 permit was issued for 0.07 acres of temporary PFO wetland impact and 170 linear feet of temporary perennial stream impact. Mitigation was obtained at a 2:1 ratio through the Ecosystem Enhancement Program (EEP) for 0.25 acres (0.02 acre impact) of PFO wetland and 368 linear feet (184 if of impact) of stream. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. Page 3 of 10 n VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Provide a written description of the proposed impacts: The project, under a Nationwide 39, proposes an after-the-fact permit modification for 145 linear feet of impacts to a stream feature resulting from a road crossing and placement of a bottomless culvert (Area At). On-site mitigation is commonly tght to be an ecologically preferable alternative to off- site or restoration fund donations as the mitigation takes place in close hydrologic proximity to the impacts and provides additional ecosystem continuity, and can be viewed as a form of impact minimization. On-site mitigation, as discussed at the July 20`x', 2006 site meeting, is proposed for 15 linear feet of the stream feature, by replanting the previously disturbed riparian area immediately downstream of the bottomless culvert. This area has already been re lanted with n ti i p a ve spec es. In addition, The COE permit (Action ID 200501095) issued on November 29, 2005 allowed for 184 linear feet of impacts, however the Fort Bragg BCT construction used only 144 linear feet of impact (Impact Area R1 for 40 if was modified during construction to cause no impacts to the stream). Payment was made to NCEEP at a 2:1 ratio for 368 linear feet of stream. Providing the Fort Bragg BCT complex an excess of stream mitigation credits of 80 linear feet. Therefore, the applicant proposes North Carolina Ecosystem Enhancement Project (NCEEP) donation for 901f at a 2:1 ratio of 180 of reported stream feature impacts at Area A 1. In summary, mitigation for the 145 if of impact is proposed as follows: 15 if of on-site restoration, 40 feet of mitigation previously paid to NCEEP under the November 2005 permit, and 90 feet of additional mitigation paid to NCEEP at a 2:1 ratio. 1. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, I separately list impacts due to both structure and flooding. 1 Page 4 of 10 U u n Li n LJ Nationwide 39 Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact (indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres) ( es/no) (linear feet) NA NA NA NA NA NA NA NA NA NA NA NA Total Wetland Impact (acres) NA 2. List the total acreage (estimated) of all existing wetlands on the property: 6.53 3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. D__? u n__ 0 L NATIONWI DE 39 Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact Intermittent? Stream Width Length Impact (indicate on ma) Before Impact (linear feet) (acmes) Road Crossing Perennial 2-4 feet A I Tank Creek 145 <0.01 (permanent) Stream TOTAL PERMANENT STREAM IMPACT (BY LENGTH AND ACREAGE) 145 <0.01 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name of Wat Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma) ocean, etc.) (acres) NA NA NA NA NA Total Open Water Impact (acres) NA Page 5 of 10 5. List the cumulative impact to all Waters of the U.S. resulting from the project: NWP 39 Stream Impact (acres) <0.01 Wetland Impact (acres) NA Open Water Impact (acres) NA Total Impact to Waters of the U.S. (acres) <0.01 Total Stream Impact (linear feet) 145 6. Isolated Waters Do any isolated waters exist on the property? ? Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. NA 7. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Current land use in the vicinity of the pond: NA Size of watershed draining to pond: NA Expected pond surface area: NA VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The concept design site layout was geared towards minimizing and avoiding wetland areas and streams associated with the Tank Creek Watershed. The project was permitted in November 2005, with permanent impacts of 0.02 acres of wetland and 184 linear feet of stream. Temporary impacts were permitted at 0.07 acres of wetland and 170 linear feet of stream. The area identified in the previous permit as Impact Area A I (bottomless culvert) was permitted for 0.02 acres of wetland and 0.00 If of stream Due to the unsuitable soil material within the culvert area, soil was removed and replaced with materials appropriate to support the culvert I Page 6 of 10 foundation and roadway above. The drainage feature contours were affected during this cut and fill. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://li2o.enr.state.nc.us/ncwetlands/strmgide.litml. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. A Restoration Plan for the NW39- Modification is discussed in Section VI-1 above. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nC.us/wrp/index.htin. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Page 7 of 10 Amount of stream mitigation requested (linear feet): 180 Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. X. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes X No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes X No ? 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 3 (2 for Catawba) NA 2 1.5 NA Total NA NA * Zone I extends out 30 feet perpendicular froin the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of zone I. Page 8 of 10 F-1 1 XI. i l=. D L u 1-1 0 u LI n n H1_ u 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B.0242 or.0244, or.0260. NA Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Existing impervious area is minimal and exists in the northeast area of the protect site, surrounding, the horse stables. Impervious area is approximately 5 acres. Proposed impervious area for the final site design is 44-acres which is approximately 32% of the total site. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. All sewage will be directed to the Fort Braap, waste water sewage treatment facility located on post. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes X No ? XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetiands. If no, please provide a short narrative description: The site design for the BCT Complex is a temporary stationing facility for troops, the lifespan of the buildings is six to ten years or when the Army makes a permanent stationing decision. Any future development of the site and impact to downstream water quality is out of our prevue at this time. Page 9 of 10 U F I U n n 0 n Ut n u H. H- 11 III XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., dra -down schedules for takes, dates associated with Endangered and Threatened Species, ac s ' ility problems, or other issues outside of the applicant's control). NA Applica t/Agent's Signature Date (Agcnt's signati c is valid only if an authorization letter from the applicant is provided.) 1' Page 10 of 10 u Burgess & Niple, Inc. 12700 Black Forest Lane, Ste. 100 Woodbridge, VA 22192 BURGESS & NIPLE 703 670.6400 Fax 703 670.6250 LETTER OF TRANSMITTAL DATE: September 11, 2006 JOB NO.: 41444 RE: Nationwide Permit 39/33 Brigade Combat Team Complex (BCT) TO: Division of Water Quality Cumberland County 401/Wetlands Unit Fort Bragg, NC 28310 Attn: Cyndi Karoly DWQ # 2005-1455 1650 Mail Service Center COE #200510195 Raleigh, NC 27699-1650 WE ARE SENDING YOU. ® Attached ? Under separate cover via ? Shop drawings ? Prints ? Copy of letter ? Change order the following items: ? Plans ? Samples ? Specifications COPIES DATE NO. DESCRIPTION 1 9/11/2006 41444 Response Letter 1 9/11/2006 41444 Updated PCN THESE ARE TRANSMITTED: ® For Approval ? For your use ? As requested ? For review and comment ? Resubmit ? Submit _ ? Return _ _ copies for approval copies for distribution corrected prints REMARKS: Seven copies of the PCN was submitted to the Division of W tg Qt jai tX,, IfPlease contact me at 703-670-6400 or at aaustin@burnip.com with any questions or comet! aL1/`? File; Richard Spencer - USACE; John Dorney - DENR; Ken Averitte - DENR; Cyndi Karoly tF P 1 9 1 Q?6 DENR; Catherine Applegate - Savannah District COE; Colonel Mark Held - Savannah Dt i^,\ District COE; Gregory Bean - Directorate of 11c1U1 3s?dDSfGr,i,;c•1??r'u:CH Public Works; Erich Hoffman - Directorate of V Public Works; Kay Lantrip- Archer Western; COPY TO: CraigGalant-B&N SIGNED: Allison Austin; Environmental Scientist ? Approved as submitted ? Approved as noted ? Returned for correction 0:\PR41444\ENVR\doc\JPA\transmittals\Karoly_ATF_LOT 9-11-06.doc If enclosures are not as noted, kindly notify us at once. i t? F-1 0 BURGESS & NIPLE US Army Corps of Engineers Re: Wilmington Regulatory Field Office 69 Darlington Avenue Wilmington, NC 28402-1890 September 11, 2006 Nationwide Permit 39/33 Brigade Combat Team Complex (BCT) Cumberland County Fort Bragg, NC 28310 DWQ #2005-1455 COE #200510195 Dear Colonel Pulliam: Burgess & Niple, Inc. 12700 Black Forest Lane This letter is written in response to the Memorandum for Mr. Gregory Bean dated July 20, suite 100 2006 regarding the referenced permit. Woodbridge, VA 22192 703 670.6400 COMMENT #1: As requested in the Memorandum referenced at item Lb., an Fax 703 670.6250 as-built survey of both culvert crossings must be submitted to the Wilmington Regulatory Field Office. The submitted application included plan drawings, which were identified as as-built surveys. However, these plans are not considered as- built surveys as were requested. The following is provided in an effort to clarify the data that we require and are typically included in as-built surveys: a. An as-built survey is usually a record drawing depicting the actual surveyed horizontal and vertical locations of features in a completed structure, in this case the culvert crossings. Generally, a reproduction of the original construction drawing is used with the as-built survey data recorded by crossing out the original design data and writing in the as-built data in red ink, hence the term red- line drawings which is commonly used to refer to record drawings. The construction drawings should include wetlands and streams as an overlay. The term as-built survey, together with the date of revision, is written in, or near, the title block. b. After-construction survey information displayed on the approved construction plans should also accurately depict the full extent of the land disturbance. This data should be marked on the drawings, both plan view and profile, with a surveyed location point and elevation, in red ink. Elevations should be surveyed every 10 feet along the centerline of the structure with additional 10 foot offset shoots to document bottom elevation changes within the disturbance area. All dimensional changes shall be 9 1 Page 2 RESPONSE: COMMENT #2: iJ06 reflected as corrected dimensions by writing the change in red ink below the original value. All pipe structures and interface changes shall be reflected on the drawings to scale and defined with sufficient dimensions to be able to confirm the location in the field. All lines, letters, and details shall be sharp, clear, and fully legible. All additions to the drawings shall be precisely drawn to scale of the original drawing and their locations dimensioned. c. The as-built drawings typically are verified by a registered Land Surveyor or Licensed Engineer, with their conformation signature on the record plans. All survey field notes should be provided with the as-built plans. This information typically expedites our review of after-the-fact permit requests. An as-built survey meeting the requirements listed above is submitted as Attachment 1. As requested in the Memorandum referenced at item l.b., compensatory mitigation is required for all unavoidable, authorized impacts and a plan for providing this mitigation was to be submitted with the after-the-fact application. In the application, referenced as item l.a., compensatory mitigation is offered in the form of stream restoration within the bottomless culvert at Area Al. This mitigation proposal is unacceptable since the bottom contours of the stream channel have been disturbed and lowered and would most likely result in unstable conditions within the culvert, potentially compromising the culvert footers' integrity and requiring constant remedial activities to meet the mitigation template. Furthermore, the stream would not be restored to its original condition without removal of the culvert, thereby restoring associated aquatic functions, with this proposal. Only a full, stable restoration of the disturbed channel would be considered acceptable in the case of a violation of permit conditions. Alternatively, there are numerous stream channels on post that are in need of restoration that could be utilized to compensate for the additional impacts, if authorized. Stream channels within close proximity to the BCT complex should be investigated as potential mitigation sites and coordinated with the Wilmington Regulatory staff. RESPONSE: Compensatory mitigation for the after-the-fact application is offered in the form of payment to the North Carolina Ecosystem Enhancement Program (EEP). An acceptance letter from EEP will be forwarded upon receipt. Attachment 2 is the signed request form to EEP. Page 3 For your records an updated PCN is included as Attachment 3. Feel free to contact either myself or Lori Whitacre at (703) 670-6400 or via a-mail at aaustin@burnip.com or Lwhitacre@burnip.com. Thank you in advance for your time. Sincerely, Allison Austin Environmental Scientist Enclosures cc: John Dorney, North Carolina DENR Division of Water Quality Ken Averitte, NCDENR Water Quality Section Ian McMillian, NCDENR Water Quality Section Alan W. Klimek, NCDENR Water Quality Section Cyndi Karoly, NCDENR Division of Water Quality Ms. Belinda Henson, NCDENR Division of Water Quality Mr. Ken Jolly, USACE Mr. Richard Spencer, USACE Mr. Keith Harris, USACE Catherine Applegate, Savannah District Army Corps of Engineers Colonel Mark Held, Savannah District Army Corps of Engineers Gregory Bean, Directorate of Public Works Camille Cole, Directorate of Public Works Kay Lantrip, Archer Western, Inc. Craig Galant, Burgess & Niple, Inc. ssDGNSPECSs 1'?FUSERNANE?? 1 r I a -. °PL? Y N DATE OF Z AS-BUILT SURVEY (SHOWN IN RED) o AUG. 07, 2006 N 1 w 1 A 1 VI s i D (n Z N 14 ? m 2 BRIGADECOMBATTEAMCOMPLEX FORT BRAGG, NORTH CAROLINA U. S. ARMY ENGINEER DISTRICT CORPS OF ENGINEERS SAVANNAH DISTRICT DESIONEDer: DATE: lae 08-742000 DWNev: =er. -CrtAT10N NO- sCCw9 nU WY+iso-0i0.0007 sU9MrrTE06Y. CONTRACT NO.: RECORD DRAWINGS 14AUGOe nu CC N IT to n0 m STORM DRAINAGE PLAN AND PROFILE BURGESS AND NIPLE. INC. FILE NAME: CATEGORY CODE: mA-.DGN FILL sN 721-1w? aEOrsvEE aEOrDAre: r.wm oo-a?-zoos rusoE ESCaimoN ATE r D I; i 'I -1 pL ?? `?© Cwr 1 t, h611 .- 11 I.Ali&_11 1 TIM I Vt 7'1? 10 1 f I I j II i -V 1 Q I ?I I ? ' ? ? ' q 6? N I ,? ff ! I i i I { ?i N Ki j;j 1.4 ?_ 1 - „eat ,??`)? !. tl t u n LI .I f 0 u u i ?I --- T ?7 " * try ? ? t t i t' tL? t a4 ,,•, r i''??" ? t 7 1 11'C '?? j r _- t,?????r 3 S?tK ? 7 7.T? ! Vh C' E 3- Ix r. ? i F I A (- _ ?? M 1..?1 f1, :2 i t.,. ? ? -?x? y ,{. }_ t, •^i ? s r R?.. ? f) CZ-'t v k is , t- o-. f 3 j, {'• ?? S ,}.C ? -Yl',1, ? I r. ? , i •,. d i54...?F ,?•y, ,??t t??}, 1? ?? ??i?? ? , ? ! i-.. ?`b t `. Jt i e.., I it ,:? ?'?'? .?N '?" ??_,?+?1 _ __. -? t:??Yt ?.?i,3 ?? ?.'a1?i?te{_:(? t r I?_t`t`L"i'•:! ?? ??-? i;?' .?1tY, ,?F ? ? ?,i F4 ` -_?F` `? ???u ??{,???, V t pa t,? ? .? ?' a - , r f"? ? "j e ? ? I ?}it ?Y '- , u,t+•-? l SS?"y".? d I r t 17 - lik" ; o ? ?. ,? . _ •• tom, -?-?`l: ? ? f! ?'? [t . It n --1 1 .... N y { db -f , t1 ? ? •.,,? ?. .,1: .., "jai' ?( t 3 : ?f r I ! I i ICU ?N i N Q Lr) l v- , 1 44 V z GS "± t ! I ?? Ni I cal( °r ... ® ?1 j O I Vil ?: ? I I I I 1? ^? ? 0 11 ? ( i N' ?! t i L? " i ( i N(' ?JY \F11 t N i i i j I I v- I I O m N 1 ? 'S J ? I r I - r? y '. .. --:w?•-rr•?. ? .."'?'°`._"'°."'''fzs -_ ? ,?? -??TP^^:^.?.x+''°: Flt- CODES USED FOR TOPO AND LOCATION OF ARCH BRIDGE & 72" TWIN PIPES L? u C' C 1= C 0 C L Di, Ell BB-BOTTOM OF BANK BC-BACK OF CURB CL-CENTERLINE CK-CREEK EA-EDGE OF ASPHALT EC-EDGE OF CONCRETE ECC-EDGE OF CONCRETE AT CORNER FE-POINT ON LINE OF FENCE GN-GROUND SHOT HW-HEAD WALL INV-INVERT OF PIPE RCP-REINFORCED CONCRETE PIPE CMP-CORRAGATED METAL PIPE RO-ROCK OUTCROPPING TA-TOP OF ASPHALT TB-TOP OF BANK TC-TOP OF CONCRETE TRH-DECIDOUS TREE TRP-CONIFEROUS TREE WA-WALL WW-WING WALL CONC-CONCRETE ELEV-ELEVATION AIR MILE-AIRBOURNE MILE INSID-INSDIE OF RIP RAP AREA (NOT EDGE) NUMBER AFTER TRH & TRP IS TREE SIZE ANY NUMBER IN A CODE IS IN INCHES UNLESS OTHERWISE NOTED ST SET BY CORPS- A STICK THAT THE CORPS PLACED AND WANTED RESHOT I NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP IN LIEU FEE REQUEST FORM Revised 1/19/06 E E L F E 5 Print this form, fill in required Information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC 27699-1652, or fax to 919-715.2219. Attachments are acceptable for clarification purposes. 1. Name of Applicant or Agent OepAMt,% - Of -A4 A --y i 2. Name of Business of Applicant or Agent 0 of- PuMi'c Loork5 3. Mailing Address (Street or PO Box) 4 ?? 3 631 6_4Aer l&a-z' 4. Clty, State, Zip - 5. Telephone (eg, 919-555-1212) T=? r4-+ f Ass FYI C G;Ls31 a ......? Cg 1 p? 3?6 ; y 00 9 G. Fax (optional) r - - - . - Y . E-mail (optional) ??S?ry• ? (jeA?1 °` US. ?My. m. 8. Project Name 9. Project Location (nearest town, city) for 10. Lat-Long Coordinates (oPtional ) g lal? L0+^Q ? ??j?71 11. Project County /w.M?'1+? 1 _ "%, CWOL)Ay 12. River Basin uPPS- lafvfccu -- 13. Cataloging Unit (8-digit) o303o0Dy 14. Riparian Wetland Impact (ac.) (e.g., 0.13) M? I 15. Non-Riparian Wetland Impact (ac.) 16. Coastal Marsh Impact ac. -- /V1+ - ?? -'- - 17. Stream Impacts-Cold (ft.) (e.g. 1,234) 4/A '--- -u - ! - ----"`?--- ? 18. Stream Impact-Cool (ft.) 190 i7ea - - -" ; 19. Stream Impact-Warm (ft.) i 20. Buffer Impact-Zone 1 (sq. ft.) (e.g. 12,345) AI,(- ?T 21 Buffer Impact-Zone 2 (sq. ft.) Check () below If this request is a: I Sig at of Applican I / J t or Agent: _ revision to a current acceptance, or l I _ re-submission of an expired acceptance I Dat ?j -U Buffer mitigation applicable only in the Neuse, Tar-Pamlico nd Catawba river basins, and the Randleman Lake 1 Water Supply Watershed, For help in determining the Cataloging Unit, go to EPS's'Surf Your Watershed' web page: http-/lcfpub.ena.oov/surfnocalelndex.cfM Direct all questions to Chris Mankoff at 919-716-1921 or chris.mankoff@ncmail.net 7 Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing r C C n n n 1. Check all of the approval(s) requested for this project: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW #39 (verified) 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check h:J r? I? II. Applicant Information l 1 [ [? u 2006 1. Owner/Applicant Information SEP 1 Name: Department of the Army Mailing Address: Department of Public Works (IMSE BRG PW) Headquarters Fort Bragg Garrison Command (ABN) Installation Management Agency Building 3-1631 Butner Road Fort Bragg, NC 28310-5000 Telephone Number: (910) 396-4009 Fax Number: (910) 432-6908 E-mail Address: Gregory. g.bean@us.army.in il 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter 1 must be attached if the Agent has signatory authority for the owner/applicant.) Name: Allison Austin Company Affiliation: Burgess & Niple Mailing Address: 12700 Black Forest Lane Suite 100 Woodbridge, VA 22192 Telephone Number: (703) 670-6400 Fax Number: (703) 670-6250 E-mail Address: AAustin@burnip.com L 1 Page 1 of 10 1 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that ® the project has been placed on hold until decipherable maps are provided. 1. Name of project: Fort Bragg Brigade Combat Team (BCT) Complex 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): NA 4. Location County: Cumberland County Nearest Town: Fayetteville, NC Subdivision name (include phase/lot number): NA Directions to site (include road numbers/names, landmarks, etc.): From Fayetteville take All-American Expressway north to Reilly Road, heading north approximately 2 miles. The project area is on the left hand side bound by Butner Road to the north and Reilly Road to the east, Longstreet Road to the south and Tank Creek to the west. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) UTM: X:681218 Y: 3891871 6. Property size (acres): The area proposed for the BCT Complex is approximately 136 acres. 7. Name of nearest receiving body of water: McFayden Pond 8. River Basin: Upper Cape Fear (Cataloging Unit 03030004) (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at littP:Hh2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site has been under construction for the Fort Brae Brigade Combat Team (BCT) Complex since October 2005. The site consists of modular buildings designed to house troops, mess-hall facilities, exercise facilities, roads, and utilities. The area surrounding the BCT is used for military base facilities. a Page 2 of 10 1 1 1 1 IV. 1 e t e e V. e t s a 10. Describe the overall project in detail, including the type of equipment to be used: The proposed Modularity Development Plan is intended to support a military population of approximately 3,500 active-duty military personnel and consists of two components. The Temporary Stationing Plan will construct temporary facilities until a permanent stationing decision is made by the Army. If there is no longer a requirement for the temporary facilities, they will be removed. The first Phase of the Temporary Stationing Development Plan is scheduled to provide facilities and support elements with a goal of functionality during the spring of 2006. 11. Explain the purpose of the proposed work: In response to the Army's transformation initiative, a new Unit of Action (UA) will be temnorarilv stationed at Fort Bragg. effective June 2006. The purpose of the project is to support the UA that has been assigned to Fort Braga. The UA would consist of approximately 3.500 soldiers and their associated equipment. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. The Jurisdictional Determination OD) for the Wetland Delineation, Action ID Number is 2005-00238. The wetland plats were signed on December 13, 2004 by Lillette Granade, USACE, Wilmington District. A Nationwide 39 and 33 permit was obtained through COE (Action ID 200501095) issued on November 29, 2005 and DWQ (20051455) issued on December 5, 2005. The application date was July 20, 2005. The Nationwide 39 permit was issued for 0.02 acres of PFO wetland impact and 184 linear feet of perennial stream impact. The Nationwide 33 permit was issued for 0.07 acres of temporary PFO wetland impact and t70 linear feet of temporary perennial stream impact. Mitigation was obtained at a 2:1 ratio through the Ecosystem Enhancement Program (EEP) for 0.25 acres (0.02 acre impact) of PFO wetland and 368 linear feet (1841f of impact) of stream. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. NA Page 3 of 10 VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Provide a written description of the proposed impacts: The project, under a Nationwide 39, proposes an after-the-fact permit modification for 145 linear feet of irnpacts to a stream feature resulting from a road crossing and placement of a bottomless culvert (Area A 1). On-site mitigation is commonly thought to be an ecologically preferable alternative to off- site_ or restoration fund donations as the mitigation takes place in close hydrologic proximity to the impacts and provides additional ecosystem continuity, and can be viewed as a form of impact minimization. On-site mitigation, as discussed at the July 20`x', 2006 site meeting iS proposed for 15 linear feet of the stream feature, by replanting the previously disturbed riparian area immediately downstream of the bottomless culvert. This area has already been replanted with native species. In addition, The COE permit (Action ID 200501095) issued on November 29, 2005 allowed for 184 linear feet of impacts, however the Fort Bragg BCT construction used only 144 linear feet of impact (Impact Area RI for 40 if was modified durina construction to cause no impacts to the stream). Payment was made to NCEEP at a 2:1 ratio for 368 linear feet of stream. Providing the Fort Bragg BCT complex an excess of stream mitigation credits of 80 linear feet. Therefore, the applicant proposes North Carolina Ecosystem Enhancement Project (NCEEP) donation for 90 If at a 2:1 ratio of 180 of reported stream feature impacts at Area A1. In summary, mitigation for the 145 If of impact is proposed as follows: 15 If of on-site restoration, 40 feet of mitigation previously paid to NCEEP under the November 2005 permit, and 90 feet of additional mitigation paid to NCEEP at a 2:1 ratio. 1. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. u Page 4 of 10 L 1 11 s n Nationwide 39 Wetland Impact Type of Wctland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Floodplain Nearest Stream Impact (acres) (indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet) NA NA NA NA NA NA NA NA NA NA NA NA Total Wetland Impact (acres) NA 2. List the total acreage (estimated) of all existing wetlands on the property: 6.53 3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, darn construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. NATIONWI DE 39 Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact ' Stream Width Length Impact (indicate on ma) Intermittent ? Before Impact (linear feet) (acres) Road Crossing Perennial 2-4 feet A I Tank Creek (permanent) Stream 145 <0.01 TOTAL PERMANENT STREAM IMPACT (BY LENGTH AND ACREAGE) 145 <0.01 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name Watcrbody Type of Waterbody Area of Site Number applicable) ) (if ap Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma) ocean, etc.) (acres) NA NA NA NA NA Total Open Water Impact (acres) NA Page 5 of 10 5. List the cumulative impact to all Waters of the U.S. resulting from the project: NWP 39 Stream Impact (acres) <0.01 Wetland Impact (acres) NA Open Water Impact (acres) NA Total Impact to Waters of the U.S. (acres) <0.01 Total Stream Impact (linear feet) 145 6. Isolated Waters Do any isolated waters exist on the property? ? Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. NA 7. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Current land use in the vicinity of the pond: NA Size of watershed draining to pond: NA Expected pond surface area: NA VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The concept design site layout was geared towards minimizing and avoiding wetland areas and streams associated with the Tank Creek Watershed. The project was permitted in November 2005, with permanent impacts of 0.02 acres of wetland and 184 linear feet of stream. Temporary impacts were permitted at 0.07 acres of wetland and 170 linear feet of stream. The area identified in the previous permit as Impact Area A 1 (bottomless culvert) was permitted for 0.02 acres of wetland and 0.00 If of stream Due to the unsuitable soil material within the culvert area, soil was removed and replaced with materials appropriate to support the culvert Page 6 of 10 foundation and roadway above. The drainage feature contours were affected during this cut and fill. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. RM If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://li2o.enr.state.nc.us/ncwetlands/strmgide.litnil. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach i' a separate sheet if more space is needed. A Restoration Plan for the NW39- Modification is discussed in Section VI-1 above. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating !I that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Page 7 of 10 l Amount of stream mitigation requested (linear feet): 180 Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes X No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes X No ? 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ? No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 3 (2 for Catawba) NA 2 1.5 NA Total NA NA Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone I. J Page 8 of 10 e C? u 1 XI. u n H- U U n U U U; n 0 n n u 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213.0242 or.0244, or.0260. NA Stormivater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Existing impervious area is minimal and exists in the northeast area of the project site, surrounding the horse stables. Impervious area is approximately 5 acres. Proposed impervious area for the final site design is 44-acres which is approximately 32% of the total site. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. All sewage will be directed to the Fort Brags; waste water sewage treatment facility located on nost. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes X No ? XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The site design for the BCT Complex is a temporary stationing facility for troops, the lifespan of the buildings is six to ten years or when the Army makes a permanent stationing decision. Any future development of the site and impact to downstream water quality is out of our prevue at this time. 1 Page 9 of 10 XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., dra -down schedules for lakes, dates associated with Endangered and Threatened Species, ac s ' ility problems, or other issues outside of the applicant's control). ® NA s 0 U Id N u 0 H-2; n Applica t/Agent's Signature . Date (Agent's signature a is valid only if an authorization letter from the applicant is provided.) Page ioor io 4 El El A ,r i l k r7l 1r''"''1 BURGESS & NIPLE North Carolina Department of Re: Amendment to 401 Water Quality Environment and Natural Resources Certification Division of Water Quality Fort Bragg Brigade Combat Team Complex 225 Green Street (BCT) Suite 714 Cumberland County Fayetteville, NC 28301-5043 Fort Bragg, NC 28310 DWQ #2005-1455 v.3 COE #200510195 September 11, 2006 Burgess & Niple, Inc. 12700 Black Forest Lane suite 100 Dear Mr. Klimek: Woodbridge, VA 22192 703 670.6400 This letter is written in response to the letter sent to Mr. Gregory Bean dated August 2, Fax 703 670.6250 2006 regarding the referenced permit. COMMENT #1: There appears to be sonic disagreement between the project drawings and the narrative (Item 6-3 in the application) about the actual length of the stream impacts under the bottomless culvert, (Area Al). Is the impact 100 feet as indicated, or 118 feet as indicated by the station numbers on the drawings? RESPONSE: An as-built survey meeting is submitted as Attachment 1. The final impact for the bottomless culvert (Area AI) as determined by this as-built survey is 145. COMMENT #2: In regard to the twin culverts, (Area A2), is there an accurate survey of the total stream impacts, including all rip-rap, that demonstrates that the actual stream impacts are within the length authorized (144 l.f.)? RESPONSE: An as-built survey meeting is submitted as Attachment 1. The final impact for the bottomless culvert (Area A1) as determined by this as-built survey is 145. COMMENT #3: As discussed in a site meeting on June 6, 2006, the proposal to use the area under the bottomless culvert for stream mitigation is considered unacceptable. Please provide an alternative plan V7 i yi ?31Ji for the required mitigation. C 1P- " RESPONSE: Compensatory mitigation for the after-the-fact application is d` A offered in the form of payment to the North Carolina Ecosystem v~ , L? :Ct l 1 9 1 2 Page 2 Enhancement Program (EEP). An acceptance letter from EEP is forthcoming, the request letter is included as Attachment 2. For your records, an updated PCN is included as Attachment 3. Feel free to contact either myself or Lori Whitacre at (703) 670-6400 or via e-mail at aaustin@burnip.com or Lwhitacre@burnip.com. Thank you in advance for your time. Sincerely, Allison Austin Environmental Scientist Enclosures cc: John Dorney, North Carolina DENR Division of Water Quality Ken Averitte, NCDENR Water Quality Section Ian McMillian, NCDENR Water Quality Section Cyndi Karoly, NCDENR Division of Water Quality Ms. Belinda Henson, NCDENR Division of Water Quality Mr. Ken Jolly, USACE Mr. Richard Spencer, USACE Mr. Keith Harris, USACE Catherine Applegate, Savannah District Army Corps of Engineers Colonel Mark Held, Savannah District Army Corps of Engineers Gregory Bean, Directorate of Public Works Camille Cole, Directorate of Public Works Kay Lantrip, Archer Western, Inc. Craig Galant, Burgess & Niple, Inc. .re sere AADCNSPECS# EASYSTIMEAA EE USERNAMEEE D C7 n 0 N W A 3 n A m ° 0 ?n BRIGADE COMBAT TEAM COMPLEX FORT BRAGG, NORTH CAROLINA cl) z Vim= ? m _ m STORM DRAINAGE PLAN AND PROFILE Y Eo Y o° DATE OF AS-BUILT SURVEY (SHOWN IN RED) AUG. 07, 2006 DESIGNED BY: DATE: U.S. ARMY ENGINEER DISTRICT KLS CNAQODB CORPS OF ENGINEERS OWN BY: CND By, SOIICRATION NO.: SAVANNAH DISTRICT sccw9 TLu WE11904)s a- G1 SUBMITTED BY. DONTMCT NO.: nU FILENAME: CATEODRY CODE: BURGESS AND NIPLE, INC. BNMCUT0IA-oGN 721-11JT SIZE ?T SCALE CLOT DATE: rSao oe.zA-xa RECORD DRAWN09 14AUGN nU BYMBOI OF9CB?pfN1N DATE BY Z F01 ? I - G L' l L r r ?, tie'' •.'t' n 'u' ',.:.;',, k;,. - +b ,''? .5 VIr ?6:'.! {? .lpt r'xhs"4.4 t, ,y ?' Y:,j` Ij 't {k {` ?Jl -. ?, ?y .;.? ? 1 !'F tF v`•, t,I, - # r {? r? {_ ]? ?:- ? '?'. ,t, 77 j1 ?;=off ,? _{??"M ;- i i. IQ- tl ca C.? Cw } '?? OIL I _6 `?J S 11 t ION c' i \\ ? a a t: R i I -,i r a I N Q) ; { o ? Ul }vim!' p' L. ! ! ? ? .? I rvj r?? ? 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L CODES USED FOR TOPO AND LOCATION OF ARCH BRIDGE & 72" TWIN PIPES BB-BOTTOM OF BANK BC-BACK OF CURB CL-CENTERLINE CK-CREEK EA-EDGE OF ASPHALT EC-EDGE OF CONCRETE ECC-EDGE OF CONCRETE AT CORNER FE-POINT ON LINE OF FENCE GN-GROUND SHOT HW-HEAD WALL INV-INVERT OF PIPE RCP-REINFORCED CONCRETE PIPE CMP-CORRAGATED METAL PIPE RO-ROCK OUTCROPPING TA-TOP OF ASPHALT TB-TOP OF BANK TC-TOP OF CONCRETE TRH-DECIDOUS TREE TRP-CONIFEROUS TREE WA-WALL WW-WING WALL CONC-CONCRETE ELEV-ELEVATION AIR MILE-AIRBOURNE MILE INSID-INSDIE OF RIP RAP AREA (NOT EDGE) NUMBER AFTER TRH & TRP IS TREE SIZE ANY NUMBER IN A CODE IS IN INCHES UNLESS OTHERWISE NOTED ST SET BY CORPS- A STICK THAT THE CORPS PLACED AND WANTED RESHOT NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP IN LIEU FEE REQUEST FORM Revised 1/19/06 Print this form, fill in required Information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh. NC 27699-1652, or fax to 919-715-2219. Attachments are acceptable for clarification purposes. 1. Name of Applicant or Agent - 0eFoAtm4 of -Ilia ko%y - 2. Name of Business of Applicant or Agent Q 0? pub,tc. works 3. Mailing Address (Street or PO Box) G31 IStArt12?' rZ=-&7 -- 4. City, StatQ, Zip i ?? w?J_)l c-.rs? ! a Off'-_-__ S. Telephone (eg, 919-555-1212) Cg I C? 3'T 6 ' y00 9 6. Fax (optional) _ _?• __. MID) y 33? - - 7. Email (optional) G„?QSO?/_S,. ?e,Ah ?` U5. ?'My• m? ? -. 8. Project Name -`?- 9. Project Location (nearest town, city) roi? "- 10. Lat-Long Coordinates (optional) 4N)I_ • •"4 •3?`S ?7I 11. Project County 12. River Basin - "- ---- - V QP4-r P_ 4?oj 13. Cataloging Unit (8-digit) Q3(23000Ll 14. Riparian Wetland Impact (ac.) (e.g., 0.13) VA- 15. Non-Riparian Wetland Impact (ac.) IV -? -'- 16. Coastal Marsh Impact ac. _ - - 17. Stream Impacts-Cold (ft.) (e g. 1,234} ?? 1 18. Stream Impact-Cool (ft.) e3, zY,e._t 19. Stream Impact-Warns (ft.) 20. Buffer Impact-Zono 1 (sq. ft.) (e.g. 12,345) 21. Buffer Impact-Zono 2 (sq. ft.) - - Check O below If this request is a: I Si at of Applica or Agent: _ revision to a current acceptance, or i i - re-submission of an expired acceptance Dalt J40 v Buffer mitigation applicable only in the Neuse, Tar-Pamlico nd Catawba Over basins, and the Randleman Lake Water Supply Watershed. For help in determining the Cataloging Unit, go to EPS's'Surf Your Watershed' web page. httn-//cfaub.ena.oov/surfAocaterindex.cfm Direct all questions to Chris Mankoff at 919-716-1921 or chris.mankoff@ncmaii.nel L2( Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW #39 (verified) 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: II. Applicant Information I 1. Owner/Applicant Information S E P 1 2 2006 Name: Department of the Army Mailing Address: Department of Public Works IMSE BRG PW ut.,<- +"y?,TER a ?A! iTY Headquarters Fort Brae Garrison Command (ABN) Installation Management Agency Buildine 3-1631 Butner Road Fort Bragg, NC 28310-5000 Telephone Number: _(910) 396-4009 Fax Number: (910) 432-6908 E-mail Address: Gregory.g.bean@us.army.mil 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Allison Austin Company Affiliation: Burgess & Niple Mailing Address: 12700 Black Forest Lane Suite 100 Woodbridge, VA 22192 Telephone Number: (703) 670-6400 Fax Number: (703) 670-6250 E-mail Address:AAustin@burnip.com Page I of 10 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Fort Bragg Brigade Combat Team (BCT) Complex 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): NA 4. Location County: Cumberland County Nearest Town: Fayetteville, NC Subdivision name (include phase/lot number): NA Directions to site (include road numbers/names, landmarks, etc.): From Fayetteville take All-American Expressway north to Reilly Road, heading north approximately 2 miles. The project area is on the left hand side bound by Butner Road to the north and Reilly Road to the east, Longstreet Road to the south and Tank Creek to the west. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) UTM: X:681218 Y: 3891871 6. Property size (acres): The area proposed for the BCT Complex is approximately 136 acres. 7. Name of nearest receiving body of water: McFayden Pond 8. River Basin: Upper Cape Fear (Cataloging Unit 03030004) (Note - this must be one of North Carolina's seventeen designated major river basins. The ® River Basin map is available at http:Hli2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site has been under construction for the Fort Bragg Brigade Combat Team (BCT) Complex since October 2005. The site consists of modular buildings designed to house troops, mess-hall facilities, exercise facilities, roads, and utilities. The area surrounding the BCT is used for military base facilities. Page 2 of 10 F-?i U 1 H- U d.- IV. V. 10. Describe the overall project in detail, including the type of equipment to be used: The proposed Modularity Development Plan is intended to support a military population of approximately 3,500 active-duty military personnel and consists of two components. The Temporary Stationing Plan will construct temporary facilities until a permanent stationing decision is made by the Army. If there is no longer a requirement for the temporary facilities, they will be removed. The first Phase of the Temporary Stationing Development Plan is scheduled to provide facilities and support elements with a goal of functionality during the spring of 2006. 11. Explain the purpose of the proposed work: In response to the Army's transformation initiative, a new Unit of Action (UA) will be temporarily stationed at Fort Bragg, effective June 2006. The purpose of the project is to support the UA that has been assigned to Fort Bragg. The UA would consist of approximately 3,500 soldiers and their associated equipment. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. The Jurisdictional Determination (JD) for the Wetland Delineation, Action 1D Number is 2005-00238. The wetland plats were signed on December 13, 2004 by Lillette Granade, USACE, Wilmington District. A Nationwide 39 and 33 permit was obtained through COE (Action ID 200501095) issued on November 29, 2005 and DWQ (20051455) issued on December 5, 2005. The application date was July 20, 2005. The Nationwide 39 permit was issued for 0.02 acres of PFO wetland impact and 184 linear feet of perennial stream impact. The Nationwide 33 permit was issued for 0.07 acres of temporary PFO wetland impact and 170 linear feet of temporary perennial stream impact. Mitigation was obtained at a 2:1 ratio through the Ecosystem Enhancement Program (EEP) for 0.25 acres (0.02 acre impact) of PFO wetland and 368 linear feet (1841f of impact) of stream. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. NA Page 3 of 10 I VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Provide a written description of the proposed impacts: The project, under a Nationwide 39, proposes an after-the-fact permit modification for 145 linear feet of impacts to a stream feature resulting from a road crossing and placement of a bottomless culvert (Area Al). 1 On-site mitigation is commonly thought to be an ecologically preferable alternative to off- site or restoration fund donations as the mitigation takes place in close hydrologic proximity to the impacts and provides additional ecosystem continuity, and can be viewed as a form of impact minimization. On-site mitigation, as discussed at the July 20`x', 2006 site meeting, is proposed for 15 linear feet of the stream feature, by replanting the previously disturbed riparian area immediately downstream of the bottomless culvert. This area has already been replanted with native species. In addition, The COE permit (Action ID 200501095) issued on November 29, 2005 allowed for 184 linear feet of impacts, however the Fort Bragg BCT construction used only 144 linear feet of imnact (Impact Area RI for 40 if was modified during construction to cause no impacts to the stream). Payment was made to NCEEP at a 2:1 ratio for 368 linear feet of stream. Providing the Fort Brae BCT complex an excess of stream mitigation credits of 80 linear feet. Therefore, the applicant proposes North Carolina Ecosystem Enhancement ' Project (NCEEP) donation for 90 If at a 2:1 ratio of 180 of reported stream feature impacts at Area Al. In summarv. mitigation for the 145 if of imnact is monosed as follows: 15 if of on-site ® restoration, 40 feet of mitigation previously paid to NCEEP under the November 2005 permit, and 90 feet of additional mitigation paid to NCEEP at a 2:1 ratio. 1. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. I Page 4 of 10 Nationwide 39 Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact (indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres) ( es/no) (linear feet) NA NA NA NA NA NA NA NA NA NA NA NA Total Wetland Impact (acres) NA 2. List the total acreage (estimated) of all existing wetlands on the property: 6.53 3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. C NATIONWI DE 39 Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact Intermittent'? Stream Width Length Impact (indicate on ma) Before Impact (linear feet) (acres) Road Crossing Perennial 2-4 feet A I Tank Creek (permanent) Stream 145 <0.01 TOTAL PERMANENT STREAM IMPACT (BY LENGTH AND ACREAGE) 145 I <0.01 _j 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma) ocean, etc.) (acres) NA NA NA NA NA Total Open Water Impact (acres) NA Page 5 of 10 C r u U_ 5. List the cumulative impact to all Waters of the U.S. resulting from the project: NWP 39 Stream Impact (acres) <0.01 Wetland Impact (acres) NA Open Water Impact (acres) NA Total Impact to Waters of the U.S. (acres) <0.01 Total Stream Impact (linear feet) 145 6. Isolated Waters Do any isolated waters exist on the property? ? Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. NA 7. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Current land use in the vicinity of the pond: NA Size of watershed draining to pond: NA Expected pond surface area: NA 1 VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The concept design site layout was geared towards minimizing and avoiding wetland areas and streams associated with the Tank Creek Watershed. The project was permitted in November 2005, with permanent impacts of 0.02 acres of wetland and 184 linear feet of stream. Temporary impacts were permitted at 0.07 acres of wetland and 170 linear feet of stream. The area identified in the previous permit as Impact Area Al (bottomless culvert) was permitted for 0.02 acres of wetland and 0.00 if of stream Due to the unsuitable soil material within the culvert area, soil was removed and replaced with materials appropriate to support the culvert Page 6 of 10 foundation and roadway above. The drainage feature contours were affected during this cut and fill. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. D F,J1 If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at littp://li2o.enr.state.nc.us/ncwetIands/strm2ide.litm1. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. A Restoration Plan for the NW39- Modification is discussed in Section VI-1 above. u I I 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at littp://h2o.enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Page 7 of 10 Amount of stream mitigation requested (linear feet): 180 Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federaUstate) land? Yes X No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes X No ? 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) r. It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 3 (2 for Catawba) NA 2 1.5 NA Total NA NA Gone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone I. Page 8 of 10 r C n 1 XI. 1 k'z U 0 0 n 0 s 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. NA Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Existing impervious area is minimal and exists in the northeast area of the project site, surrounding the horse stables. Impervious area is approximately 5 acres. Proposed impervious area for the final site design is 44-acres which is approximately 32% of the total site. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. All sewage will be directed to the Fort Bragg waste water sewage treatment facility located on post. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes X No ? XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The site design for the BCT Complex is a temporary stationing facility for troops the lifespan of the buildings is six to ten years or when the Army makes a permanent stationing decision. Any future development of the site and impact to downstream water quality is out of our prevue at this time. Page 9 of 10 YV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., dra -down schedules for lakes, dates associated with Endangered and Threatened Species, ac s ' ility problems, or other issues outside of the applicant's control). NA Applicjt/Agent's Signature Date (Agents signac is valid only if an authorization letter from the applicant is provided.) page i o or I o r DEPARTNIENT OF THE ARMY NVILr IINGTON DISTRICT, CORPS OF ENGINEERS 0'5 - 1 4S S V 3 P.O. BOX 1890 NVILMINGTON. NORTH CAROLINA 28402-1890 REPLY TO ATTENTION OF. CESAW-RG-L (1145b) 20 July 2006 MEMORANDUM FOR: Mr. Gregory Bean, Directorate of Public Works, Fort Bragg, North Carolina 28310 SUBJECT: Action ID 200501095, Brigade Combat Team Complex. 1. References: a. Application for After-the-Fact Authorization, 19 May 2006, Burgess & Niple, Subject SAB. b. Memorandum for Colonel Al Aycock, 21 April 2006, CEAW-RG-L, Subject: SAB. 2. On May 24, 2006, a request was received for an after-the-fact permit for unauthorized work on the Brigade Combat Team Complex. After review of the submitted application, referenced at item La., we have determined that the application is incomplete and are hereby returning it for the incorporation of additional information as identified below. Without this information, we can not determine which required review process (NWP 39 vs Individual Permit) is appropriate to determine if the unauthorized work can be permitted. 3. As requested in the Memorandum referenced at item l.b., an as-built survey of both culvert crossings must be submitted to the Wilmington Regulatory Field Office. The submitted application included plan drawings, which were identified as as-built surveys. However, these plans are not considered as-built surveys as were requested. The following is provided in an effort to clarify the data that we require and are typically included in as-built surveys: a. An as-built survey is usually a record drawing depicting the actual surveyed horizontal and vertical locations of features in a completed structure, in this case the culvert crossings. Generally, a reproduction of the original construction drawing is used with the as-built survey data recorded by crossing out the original design data and writing in the as-built data in red ink, hence the term red-line drawings which is commonly used to refer to record drawings. The construction drawings should include wetlands and streams as an overlay. The term as-built survey, together with the date of revision, is written in, or near, the title block. b. After-construction survey information displayed on the approved construction plans should also accurately depict the full extent of the land disturbance. This data should be marked on the drawings, both plan view and profile, with a surveyed location point and elevation, in red ink. Elevations should be surveyed every 10 feet along the centerline of the structure with additional 10 foot offset shoots to document bottom elevation changes within the disturbance area. All dimensional changes shall be reflected as corrected dimensions by writing the change 2,E(r-7?,[goW[E , 'u, I CESAW-RG-L (1145b) SUBJECT: Action ID 200501095, Brigade Combat Team Complex. in red ink below the original value. All pipe structures and interface changes shall be reflected on the drawings to scale and defined with sufficient dimensions to be able to confirm the location in the field. All lines, letters, and details shall be sharp, clear, and fully legible. All additions to the drawings shall be precisely drawn to the scale of the original drawing and their locations dimensioned. c. The as-built drawings typically are verified by a registered Land Surveyor or Licensed Engineer, with their conformation signature on the record plans. All survey field notes should be provided with the as-built plans. This information typically expedites our review of after-the- fact permit requests. 4. As requested in the Memorandum referenced at item Lb., compensatory mitigation is required for all unavoidable, authorized impacts and a plan for providing this mitigation was to be submitted with the after-the-fact application. In the application, referenced at item La., compensatory mitigation is offered in the form of stream restoration within the bottomless culvert at Area Al. This mitigation proposal is unacceptable since the bottom contours of the stream channel have been disturbed and lowered and would most likely result in unstable conditions within the culvert, potentially compromising the culvert footers' integrity and requiring constant remedial activities to meet the mitigation template. Furthermore, the stream would not be restored to its original condition without removal of the culvert, thereby restoring associated aquatic functions, with this proposal. Only a full, stable restoration of the disturbed channel would be considered acceptable in the case of a violation of permit conditions. Alternatively, there are numerous stream channels on post that are in need of restoration that could be utilized to compensate for the additional impacts, if authorized. Stream channels within close proximity to the BCT complex should be investigated as potential mitigation sites and coordinated with the Wilmington Regulatory staff. 5. My points of contact, should you have any questions, are Mr. Ken Jolly, Regulatory Division Chief, at (910) 251-4630, and Mr. Richard Spencer, Regulatory Project Manager, at (910) 251- 4172. 2 CESAW-RG-L (1145b) SUBJECT: Action ID 200501095, Brigade Combat Team Complex. CF: Colonel Mark Held, Savannah District, USACE Post Office Box 889 Savannah, Georgia 31402-0889 Ms. Catherine Applegate Project Manager, Ft. Bragg Team Savannah District, USACE Post Office Box 889 Savannah, Georgia 31402-0889 Ms. Belinda Henson Water Quality Regional Supervisor Division of Water Quality North Carolina Department of Environment, and Natural Resources 225 Green Street, Suite 714 Fayetteville, North Carolina 28301-5043 Mr. Ken Averitte Division of Water Quality North Carolina Department of Environment, and Natural Resources 225 Green Street, Suite 714 Fayetteville, North Carolina 28301-5043 Ms. Cyndi Karoly Division of Water Quality North Carolina Department of Environment, and Natural Resources 2321 Crabtree Boulevard, Suite 250 Raleigh, North Carolina 27609-2260 Ms. Allison Austin Environmental Scientist Burgess & Niple 12700 Black Forest Lane, Suite 100 Woodbridge, Virginia 22192 W AT ?9QG r WGIL O111ti... ? T `C Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality June 8, 2006 CERTIFIED MAIL RETURN RECEIPT REQUESTED 7001 2510 0006 9500 0907 Mr. Gregory Bean Department of Public Works (IMSE BRG PW) Headquarters Fort Bragg Garrison Command (ABN) Installation Management Agency Building 3-1631 Butner Road Fort Bragg, NC 28310 SUN _ 9 2006 DENR - WATER QUALITY V&W4Z3 R@ SToMMATM LX- Di Subject: NOTICE OF VIOLATION 401 Water Quality Certification DWQ P-reject # 2005-14455 Brigade Combat Team Complex Cumberland County Dear Mr. Bean: On April 4, 2006, Belinda Henson from the Fayetteville Regional Office and Ian McMillan and Danny Smith of the Central Office of the Division of Water Quality (DWQ) visited the construction site of the Brigade Combat Team Complex on Ft. Bragg. The site visit and a subsequent fi le review revealed unauthorized stream impacts from a culvert installation and from a bottomless/arch culvert installation. For the culverted stream segment, approximately 167 linear feet of stream was impacted. These impacts include the pipe installation, rip-rap, channel excavation and impacts associated with inlet/outlet protection. A DWQ file review of the Pre-construction Notification Application indicated that only 144 feet of stream impacts were authorized for this crossing. The second impact is associated with a bottomless culvert. Specifically, the installation of the bottomless culvert was accomplished in such a way that the stream footprint was mechanically graded and impacted. Originally, this stream segment was proposed for avoidance and to be spanned by the bottomless/arch culvert. This impact associated with the arch culvert installation (the earthen fill and mechanical grading) is unauthorized. Accordingly, in order to resolve the unauthorized impacts and respective stream standard violations, it is requested by copy of this letter that you submit a modification request in order for the 401 Certification and 404 Permit to be amended appropriately. This modification request should be submitted to the following: • 401 Wetlands Unit, Attention Ian McMillan, 1650 Mail Service Center, Raleigh, North Carolina, 27699- 1650, along with a 5475.00 fee made payable to NC Division of Water Quality • Fayetteville Regional Office at the letterhead address (attention Belinda Henson). One NorthCw-olina ,Naturally North Carolina Division of Water Quality 225 Green Street - Suite 714 Fayetteville, NC 28301-5043 Phone (910) 486-1541 Customer Service Internet: www.newaterquality or- Fax (910) 486-0707 1-877-623-6743 An Equal Opportunity/Affirmative Action Employer - 50°b Recycled/10% Post Consumer Paper Mr. Gregory Bean June 8, 2006 Page 2 As a part of this modification request, it is requested that you include a cover letter with your request and address the following items: I ) Please explain in detail the amount of stream impacts that were originally proposed to be culverted (including inlet and outlet protection/rip-rap) and clearly indicate the amount of stream impacts that are proposed to remain. 2) It is also requested that you clearly address whether the stream pipe crossing was properly installed with respect to being buried at the appropriate depths to insure aquatic life passage. Note: The General 401 Water Quality Certification 3402 has the following culvert installation condition: "9.Placement of culverts and other structures in waters, streams and wetlands must be placed below the elevation of the stream bed to allow low flow passage of water and aquatic life unless it can be shown to DWQ that providing passage would be impractical. Design and placement of culverts including open bottom or bottomless arch culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in aggradation, degradation or significant changes in hydrology of wetlands or streams beds or banks, adjacent to or upstream and downstream of the above structures. The applicant is required to provide evidence that the equilibrium shall be maintained if requested to do so in writing by DWQ. Additionally, when roadways, causeways or other fill projects are constructed across FENIA-designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in aggradation, degradation or significant changes in hydrology of streams or wetlands;" 3) The stream segment impacted during the installation of the bottomless culvert (noted above) must be permitted and the respective mitigation must be clearly addressed in your modification request. 4) Please include in your modification request a restoration plan and stabilization plan for impacted areas that are to be restored. Thank you for your attention to this matter. This office requires that the violations, as detailed above, be abated immediately. These violations and any future violations are subject to civil penalty assessment of up to $25,000.00 per day for each violation. Should you have any questions regarding these matters, please contact Danny Smith at (919) 733-5083 (ext 353), Ken Averitte or myself at (910) 486-1541. Sincerely, Belinda Henson Water Quality Regional Supervisor cc: US Army Corps of Engineers - Wilmington Office -Lillette Granade Danny Smith - DWQ NPS Assistance and Compliance Oversight Unit 401 Wetlands Oversight - lan McMillan FRO - File Copy DWQ Central Files Division of Land Resources-FRO DS 11ASS V3 NATIONWIDE PERMIT # 39 FOR FORT BRAGG BRIGADE COMBAT TEAM COMPLEX CUMBERLAND COUNTY, NORTH CAROLINA PREPARED FOR: Gregory Bean Department of the Army Department of Public Works (IMSE BRG PW) Headquarters Fort Bragg Garrison Command (ABN) Installation Management Agency Building 3-1631 Butner Road Fort Bragg, NC 28310-5000 PREPARED BY: BURGESS & NIPLE, INC. 12700 BLACK FOREST LANE, SUITE 100 WOODBRIDGE, VA 22192 MAY 2006 B&N PROTECT No. 41444 00 BURGESS & NIPLE WD D?t?n ?`cirr?+?rD3F?y?DN 71- Office Use Only: ,Form Version March 05 USACE Action ID No. DWQ No, DS - ` ? `? S 5 V3 (If any particular item is not applicable to ttns project, please enter toot Hppucaolc or 1-4/A .) 1. Processing; Check all of the approval(s) requested for this project: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW #39 (verified) 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coa I t age 4), and the project is within a North Carolina Division of C 10 t of Environmental Concern (see the top of page 2 for further details), eck here: ? MAY 2 5 2006 II. Applicant Information 1. Owner/Applicant Information 2 Mailing Address: Department of Public Works (IMSE BRG PW) Headquarters Fort Bragg Garrison Command (ABN) Installation Management Agency Building 3-1631 Butner Road Fort Brame NC 28310-5000 Telephone Number: (910) 396-4009 Fax Number: (910) 432-6908 E-mail Address: Gregory.g.be,,in@Lis.army.mil Name: Department of the Army A ent/Consultant Information (A signed and dated copy of the Agent Authorization letter Suite 100 WoodbridQeVA 22192 Telephone Number: (703) 670-6400 Fax Number: (703) 670-6250 E-mail Address: AAustin@burnip.com b b must be attached if the Agent has signatory authority for the owner/applicant.) Name: Allison Austin Company Affiliation: Burgess & Niple Mailing Address: 12700 Black Forest Lane DENK - WAIL CK QUMLI 1 Y V,-rMM,q W STCf.1 WA M BRANCH Paae 1 of 9 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Fort Bragg Brigade Combat Team (BCT) Complex 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): NA 4. Location County: Cumberland County Nearest Town: Fayetteville, NC Subdivision name (include phase/lot number): NA Directions to site (include road numbers/names, landmarks, etc.): From Fayetteville take All-American Exoresswav north to Reilly Road, headiny_north approximately 2 miles. The project area is on the left hand side bound by Butner Road to the north and Reilly Road to the east Longstreet Road to the south and Tank Creek to the west. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) UTM: X:681218 Y: 3891871 6. Property size (acres): The area proposed for the BCT Complex is approximately 136 acres. 7. Name of nearest receiving body of water: McFayden Pond 8. River Basin: Upper Cape Fear (Cataloging Unit 03030004) (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http:Hh2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site has been under construction for the Fort Bragg Brigade Combat Team (BCT) Complex since October 2005. The site consists of modular buildings designed to house troops mess-hall facilities exercise facilities roads and utilities. The area surrounding the BCT is used for military base facilities. Page 2 of 9 9 0 I 10. Describe the overall project in detail, including the type of equipment to be used: The proposed Modularity Development Plan is intended to support a military population of approximately 3,500 active-duty military personnel and consists of two components. The Temporary Stationing Plan will construct temporary facilities until a permanent stationing decision is made by the Army. If there is no longer a requirement for the temporary facilities they will be removed The first Phase of the Temporary Stationing Development Plan is scheduled to provide facilities and support elements with a goal of functionality during the spring of 2006 11. Explain the purpose of the proposed work: In response to the Army's transformation initiative a new Unit of Action (UA) will be temporarily stationed at Fort Bragg, effective June 2006 The purpose of the project is to supDort the UA that has been assigned to Fort Brae The UA would consist of approximately 3,500 soldiers and their associated equipment. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. The Jurisdictional Determination (JD) for the Wetland Delineation, Action ID Number is 2005-00238. The wetland plats were signed on December 13, 2004 by Lillette Granade USACE Wilmington District. A Nationwide 39 and 33 permit was obtained through COE (Action ID 200501095) issued on November 29, 2005 and DWQ (20051455) issued on December 5 2005. The application date was July 20, 2005. The Nationwide 39 permit was issued for 0.02 acres of PFO wetland impact and 184 linear feet of perennial stream impact The Nationwide 33 permit was issued for 0.07 acres of temporary PFO wetland impact and 170 linear feet of temporary perennial stream impact. Mitigation was obtained at a 2:1 ratio through the Ecosystem Enhancement Program (EEP) for 025 acres (0.02 acre impact) of PFO wetland and 368 linear feet (184 if of impact) of stream. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. NA 0 Page 3 of 9 ICI VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Provide a written description of the proposed impacts: The project under a Nationwide 39, proposes an after-the-fact permit modification for impacts to a stream feature resulting from a road crossing and placement of a bottomless culvert (Area A 1). On-site mitigation is commonly thcnIght to be an ecologically preferable alternative to off- site or restoration fund donations as the mitigation takes place in close hydrologic proximity to the impacts and provides additional ecosystem continuity, and can be viewed as a form of impact minimization The applicant proposes on-site mitigation instead of EEP donation for 100 if of reported stream feature impacts at Area Al (Bottomless Culvert). The stream feature which was to be avoided by the use of the bottomless culvert, will be restored to preconstruction contours No vegetative plantings will be proposed since the permitted culverting would naturally prohibit the light necessary for plant growth. We propose to return the stream feature back to what the issued permit allowed. A stream restoration plan including cross-sections is included 1. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Nationwide 39 Located within Distance to Area of Wetland Impact Type of Wetland 100-year Nearest Impact Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres) (indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet) NA NA NA NA NA NA NA NA NA NA NA NA Total Wetland Impact (acres) NA Page 4 of 9 I 2. List the total acreage (estimated) of all existing wetlands on the property: 6.53 3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. NATIONWI DE 39 Stream Impact erennial P Average Impact Area of Number Stream Name Type of Impact tj rmittent' nte I Stream Width Length Impact (indicate on ma) . Before Impact (linear feet) (acres) A I Tank Crock Road Crossing Perennial 2-4 feet 100 <0.01 (permanent) Stream TOTAL PERMANENT STREAM IMPACT (BY LENGTH AND ACREAGE) 100 <0.01 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number Name of Waterbody Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, Area of Impact (indicate on ma) (if applicable) ocean, etc.) (acres) NA NA NA NA NA Total Open Water Impact (acres) NA 5. List the cumulative impact to all Waters of the U.S. resulting from the project: NWP 39 Stream Impact (acres) <0.01 Wetland Impact (acres) NA Open Water Impact (acres) NA Total Impact to Waters of the U.S. (acres) <0.01 Total Stream Impact (linear feet) 100 6. Isolated Waters Do any isolated waters exist on the property? ? Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. NA 0 Page 5 of 9 N L a 7. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Current land use in the vicinity of the pond: NA Size of watershed draining to pond: NA Expected pond surface area: NA VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The concept design site layout was geared towards minimizing and avoiding wetland areas and streams associated with the Tank Creek Watershed. The project was permitted in November 2005, with permanent impacts of 0.02 acres of wetland and 184 linear feet of stream. Temporary impacts were permitted at 0.07 acres of wetland and 170 linear feet of stream. The area identified in the previous permit as Impact Area A 1 (bottomless culvert) was permitted for 0.02 acres of wetland and 0.00 If of stream Due to the unsuitable soil material within the culvert area soil was removed and replaced with materials appropriate to support the culvert foundation and roadwav above. The drainage feature contours were affected during this cut and fill. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland 9 Page 6 of 9 0 and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://112o.enr.state.ne.us/ncwetiands/strmgide.litml. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. A Restoration Plan for the NW39- Modification is discussed in Section V1-1 above. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://112o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): NA Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA acres): NA Amount of Non-riparian wetland mitigation requested (requestedacres(): NA IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes X No 1:1 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes X No ? Amount of Coastal wetland mitigation Page 7 of 9 0 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ? No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone" Impact (square feet) Multiplier Required Mitigation 1 3 (2 for Catawba) NA 2 1.5 NA Total NA NA Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone I. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213 .0242 or.0244, or.0260. NA XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Existing impervious area is minimal and exists in the northeast area of the nroiect site, surroundin the horse stables. Impervious area is approximately 5 acres. Proposed impervious area for the final site design is 44-acres which is approximately 32% of the total site. Page 8 of 9 0 XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. All sewage will be directed to the Fort Bragg waste water sewage treatment facility located on post XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes X No ? XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The site design for the ACT Complex is a temporary stationing facility for troops, the lifespan of the buildings is six to ten years or when the Army makes a permanent stationing decision. Any future development of the site and impact to downstream water quality is out of our prevue at this time. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). NA Ap icant/Agent's Signature Date (Agent's nature is valid only if an authorization letter from the applicant is provided.) Page 9 or 9 u Page 1 of 1 Pope AFB 24 `• f 87'; 20 210 litti)://www.favettevillenc.net/maps/map_ftbragg.gif 9/16/2005 PWI 0 Burgess & Niple 9 ri `' ` ???.?\?? `k ? / /i• rj,. 'A ,.(?? r ?b-'"'?i 1\f"` i?+' 4r r}''- ?? •,.rr-t`.\\ t_?-•-1 / _? ?' r r•? l `tyt tl :yam tt ? ', + k: r 3 ?' r ? / ? ?l?ryl-?y• ? ?`??I' ???.' `?? -'^rM\ 'n???/`l?i?_ r,? f: 'r?7 Tr \~??\?7 '?rC L/'?????' 'r I, fA''t? ` °'`?• ? ] , `'? 1.? ? . tyfS rr is l\._ !'-?i:?-'?=-?_-`?. • - ?' ? I , 1 k.l'~.+, i ! 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O w W F O w z O O z d 0 w a a 4 v ; tea z z , xa z z x? z b b U ? [ L ? "4 Q f -1 Q a A 4-4 o a ? x ? ".4 u ¢? H C14 a 0 0 G) E °° z b a 0 ? Cl as A C' Burgess & Niple ® m= = m ? m m? m m s I.OCNS"ECF{ D C3 n 0 7 D l D u' v rn L D m ` O ? o r m £ D m 3T ,T Tn °D z fn D °p 3 D n m Zr m ncn aD z D j< cn ?m ms m ?,nl r n p 9 Sri C]D ?r o Cm Li Lz m ^^ Y• m Z v 7 ° 0 r < Z C) v Z C7 ;z G1 -" D 0 ?I I is i •1' ?? ?? I -?- r 0 fi 17, • . f 11 .. ff i r I , , I -rY , i . J , 1 I I ? I I O i -r< -j :I i jj,? I I i ,I - . N BRIGADE COMBAT TEAM COMPLEX (n A FORT BRAGG, NORTH CAROLINA ?1Crtn mszm ° z z" UTIUTY MAP m U. S. ARMY ENGINEER DISTRICT OLSIL:NLO tlY: AA LNIE: °Y10"? CCRPS OF ENGINEERS OYm By. CND BY: AA soucrtATBTNNO.: welTSOOSa?wl SAVANNAH DISTRICT S...-LOGY: CoNTMCT NO.: BURGESS 8 NIPLE, INC FLE NAME: "E^ANOS°CNDGN U1E40NY LODE: T" "" B?ZE: PLOT 6GLLE: ROT pATE rmn? N H N 10 A I U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 200500238 County: Cumberland U.S.G.S. Quad: Overhills NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner: XIH Airborne Corps & Fort Bragg Agent: Rahlff Ingle Attn: Erich Hoffman Dial Cordy and Associates, Inc. Address: AFZA-PW-N 201 N. Front Street, Suite 601 Fort Bragg, NC 28310 Wilmington, NC 28401 Telephone No.: (910) 396-2867 (910) 251-9790 Property description: Size (acres) 460 acres Nearest Town Fort Bragg Nearest Waterway Tank Creek River Basin Cape Fear River USGS HUC Coordinates N 35.1571 W 79.0109 Location description The property is located adjacent to Tank Creek, south of Hurst Drive, north of Sicily Drive, in an area referred to as the North and South Tank Creek Area, in Fort Bragg, Cumberland County, North Carolina. Indicate Which of the Following Apply: Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action -under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part•331). There are Navigable Waters of the United States within the above described property subject to the permit requirements o I' Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ffs X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC $ 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and: or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. _ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on December 13, 2004. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Wilmington, NC at (910) 395-3900 to determine their requirements. Page I of 2 Q Action ID: _gcvisvoa-1,8 Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Lillette Granade at 910 251-4829. Basis For Determination: This cite exhibits Nvetland criteria as described in the 1987 Corns Wetland Delineation Manual and is adiacent to Tank Creek a tributary of the Little River, which is a tributary of the Cane Fear River, a navigable water of the US Determination is based on information provided by Rahlff Ingle of Dial Cordv and Associates, Inc. and a field visit by Lillette Granade on November 8, 2004. Remarks: Corps Regulatory Official: Qzlt o Date December 13, 2004 Expiration Date December 13, 2009 Corps Regulatory Official (Initial): sky FOR OFFICE USE ONLY: • A plat or sketch of the property and the wetland data form must be attached to the file copy of this form. • A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be transmitted with the property owner/agent copy of this form. • If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated Determination Information Sheet" to the file copy of this form. I 8 Page 2 of 2 u l 11 Wf?,.; y,?tr, ??. F>„?k ur:.9 f+°r})* , i •?, r, q c jJ `i Pte'! ' t6': ,,; +7•r,?G- X q JP.i? 41a{e?;t)t?aq yip, ? '?i t z ? ,??, ti it ? tl?i, ? fL ?'.ti`' {I 1 ?11?t? , { 4SS ' ' ' ` ? ?< ? ' j 1 f . 44 ` 5 ? rr?V'?+. ??Y :J-w7r? t 1?i? ! r ' ?. Y t it, cif 4?7 i,Y ,? f<r?-i5T `'yn •I r?-ti•J ?-/3. fFl'tt'r. i' W -1 i /-• ? ?. . ';N'1NIIS'Rt[I?1+?'A'1'1'1,r11. ()l )N,.A}Nl) l?R()(.,1+/?S 11?(D ?Jrt;'s' N ()IIt[lilCltj?I1T ( , ? , , f... ry^j t tr 't , T T c fF {.x?t Yf 3•?7 t .?d'} t rr?..l v:It P k +. - fu "? ). ?? iVj i1 S AY 1? 7 1 5 ? im lt???l?j\/1\ llG?1J ,l t y,? T r •t r tf ?,'<_?'a?.?F i f ; ,z ?.;G? P i? _rt:r? w 'r.'?, Applicant: XIII Airborne Corps & File Number: 200500238 Date: December 13, 2004 Fort Bra At tached is: a signed wetland delineation See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of A permission) PROFFERED PERMIT Standard Permit or Letter of ermission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E t tons r?gatduJg an aciii tnisttattve appC2l of the a bove SLL?S'IUN1,''Tl?c follo?vii S tdentt wsFyour,n'pllts ancj o F ticctsion idditiottal tnforin tttoli tray tic Fotit d at http 0,WNV '.usac .aiiii .niiUi ?c t/iii ctions/6w/ce0wo/re J or ; . ' Cq s;re ulattozls'a?33, ,CFR I?art33,1, ?; A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permmit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modiN the pemmit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the pen-nit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to die division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section If of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. I E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide ne\,\, information for further consideration by the Corps to reevaluate the JD. SEG?I'10N?YI ;- RG? L?JES rsFiORvt?I'1?= AIL or BJECTldt 'T,,U, AN INIl`Il?L 1?;IZOFFLEZED PERIvTS I REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. PQINI`xOF CONT'1CT FbR °,UES')I.®NS?OR{Il?]kQRMATION: If you have questions regarding this decision If you only have questions regarding the appeal process you and/or the appeal process you may contact: may also contact: Mr. Arthur Middleton, Administrative Appeal Review Officer CESAD-ET-CO-R U.S. Army Corps of Engineers, South Atlantic Division 60 Forsyth Street, Room 9M 15 Atlanta, Georgia 30303-8801 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Ell Signature of appellant or agent. III Fil ?O'C \14 ATF9Q Nlichael F. Easley, Governor ?O G William G. Ross Jr., Secretary r North Carolina Department of Environment and Natural Resources O -? Alan W. Klimek, P.E. Director Division of Water Quality December 5, 2005 "DWQ Project # 20051455 Cumberland County Mr. Gregory Bean Department of Public Works (IMSE BRG PW) Headquarters Fort Bragg Garrison Command (ABN) Installation Management Agency Building 3-1631 Butner Road . Fort Bragg, NC 28310-5000 Subject Property: Brigade Combat Team Complex (BCT) Fort Bragg, NC Approval of 401 Water Quality Certification with Additional Conditions, MODIFIED Dear Mr. Bean: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise permanently impact 0.02 acres of wetlands, temporarily impact 0.07 acres of wetlands and permanently impact 184 feet of streams'and temporarily impact 170 feet of streams for the purpose of constructing the Brigade Combat Team Complex (BCT) at the subject property, as described within your application dated November 2, 2005 and received by the N.C. Division of Water Quality (DWQ) on November 2, 2005 and a subsequent modification dated November 28, 2005 (received on November 29, 2005). After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3366 and 3402 (GC's 3366 and 3402). The Certification(s) allows you to use Nationwide Permit(s) .33 and 39 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non- discharge, regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or. CAMA Permit: This Certification replaces one issued to you on November 14, 2005. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this. Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now'or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all ofthe other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: All Caro )) na 4010versight/Express Review Permits Unit ,/Vll?llCQlff? 1650 Mal Service Center, Raleigh, North Carolina 27699.1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1766 /FAX 919-733Q93/ Internet: httv://h2o.enr.state.nc.us/ncwetlands 1"Id i 0 Mr. Gregory Bean Page 2 of 3 December 5, 2005 Amount Approved nits Plan Location or Reference Stream (permanent) 2184 feet Site plan Stream (temporary) 170 feet Site plan 404/LAMA Wetlands ermanent 0.02 (acres) Site plan 404/LAMA Wetlands (temporary) 0.07 (acres) Site plan 2. Erosion & Sediment Control Practices 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 specified 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 be 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. 3. No Waste, Spoil, Solids, or Fill of Any Kind 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 Pre-Construction Notification. 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. No Sediment & Erosion Control Measures w/n Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 5 Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. r?i? U41 Mr. Gregory Bean Page 3 of 3 December 5, 2005 6. Written Stormwater Management Plan (No Further Approval Needed but additional information needed) The final, written stormwater management plans (including a signed and notarized Operation and Maintenance Agreement) dated November 2, 2005, must be implemented and the stormwater management facilities shall be constructed and operational before any permanent building is occupied at the subject site. The structural stormwater practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of Water Quality. A signed and notarized Operation and Maintenance Agreement as well as a planting plan for these bioretention areas and wet detention ponds must be sent to DWQ within one (1) month of the date of this Certification. The planting plan must include at least a minimum of three tree species (2.5 inch caliper) and three shrub species (3 to 5 gallon size) with information on planting schedule, specifications, quantities, spacing and similar information. These Stormwater Best Management measures must be maintained in a well-functioning manner unless the site reverts to natural (i.e., undeveloped) conditions. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct . impacts to waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA Permit. t U i ``J I!I If you, do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John DOrney or Ian McMillan in the Central Office in Raleigh at 919-733-1786 or Ken Averitte in the DWQ Fayetteville Regional Office at 910486-1541. AWK/jrd Enclosures: GC 3306 and 3402 cc: Certificate of Completion Erich Hoffinan, Wildlife Biologist, Department of the Army, Directorate of Public Works (AFZA-PW.-NE), HQ, Fort Bragg Garrision Command (Abn), Installation Management Agency, Fort Bragg, NC 28310 Lillette Granade, USACE Wilmingotn Regulatory Field Office Ken Averitte, DWQ Fayetteville Regional Office DLR Fayetteville Regional Office File Copy Central Files Allison Austin, Environmental Scientist, Burgess and Niple, 12700 Black Forest Lane, Suite 100, Woodbridge, VA 22192 Filename: 20051455BrigadeCombatTe=Complex(Cumberland)401 Express L-11-1 a O??F W ATFi9OG Michael F. Easley, Governor William G. Ross Jr., Secretary r North Carolina Department of Environment and Natural Resources O 'C Alan W. Klimek, P.E. Director Division of Water Quality December 5, 2005 DWQ Project # 20051455 Cumberland County Mr. Gregory Bean Department of Public Works (IMSE BRG PW) Headquarters Fort Bragg Garrison Command (ABN) Installation Management Agency Building 3-1631 Butner Road Fort Bragg, NC 28310-5000 Subject Property: Brigade Combat Team Complex (BCT) Fort Bragg, NC Approval of 401 Water Quality Certification with Additional Conditions, MODIFI , D Dear Mr. Bean: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise permanently impact 0.02 acres of wetlands, temporarily impact 0.07 acres of wetlands and permanently impact 184 feet of streams and temporarily impact 170 feet of streams for the purpose of constructing the Brigade Combat Team Complex (BCT) at the subject property, as described within your application dated November 2, 2005 and received by the N.C. Division of Water Quality (DWQ) on November 2, 2005 and a subsequent modification dated November 28, 2005 (received on November 29, 2005) . After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3366 and 3402 (GC's 3366 and 3402). The Certification(s) allows you to use Nationwide Permit(s) 33 and 39 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non- discharge, regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or. CAMA Permit. This Certification replaces one issued to you on November 14, 2005. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this. Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 211.0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all of'the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: 401 Oversight/Express Review Permits Unit 650 Mail Service Center, Raleigh, North Carolina 27699-1650 1321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 hone: 919.733-1786 /FAX 919.733.6893 / Internet: http://h2o.enr.state.nc.us/ncwetlands NOne Caro r a aural Mr. Gregory Bean Page 3 of 3 December 5, 2005 6. Written Stormwater Management Plan (No Further Approval Needed but additional information needed) The final, written stormwater management plans (including a signed and notarized Operation and Maintenance Agreement) dated November 2, 2005, must be implemented and the stormwater management facilities shall be constructed and operational before any permanent building is occupied at the subject site. The structural stormwater practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of Water Quality. A signed and notarized Operation and Maintenance Agreement as well as a planting plan for these bioretention areas and wet detention ponds must be sent to DWQ within one (1) month of the date of this Certification. The planting plan must include at least a minimum of three tree species (2.5 inch caliper) and three shrub species (3 to 5 gallon size) with information on planting schedule, specifications, quantities, spacing and similar information. These Stormwater Best Management measures must be maintained in a well-functioning manner unless the site reverts to natural (i.e., undeveloped) conditions. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct _ impacts to waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA Permit. If you. do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John DOrney or Ian McMillan in the Central Office in Raleigh at 919-733-1786 or Ken Averitte in the DWQ Fayetteville Regional Office at 910486-1541. AWKljrd Enclosures: GC 3306 and 3402 cc: e 0 Certificate of Completion Erich Hoffman, Wildlife Biologist, Department of the Army, Directorate of Public Works (AFZA-PW-NE), HQ, Fort Bragg Garrision Command (Abn), Installation Management Agency, Fort Bragg, NC 28310 Lillette Granade, USACE Wihningotn Regulatory Field Office Ken Averitte, DWQ Fayetteville Regional Office DLR Fayetteville Regional Office File Copy Central Files Allison Austin, Environmental Scientist, Burgess and Niple, 12700 Black Forest Lane, Suite 100, Woodbridge, VA 22192 Filename: 20051455BrigadeCombatTeamComplex(Cumberland)401 Express I U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 200501095 County: Cumberland U.S.G.S. Quad: Overhills GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner: Fort Bragg Agent: Allison Austim Attn: GrettorV Bean Burttess & Niple, Inc. Address: Headquarters Fort Brae Garrison Command (ABN) 12700 Black Forest Lane, Suite 100 Buildintt 3-1631 Butner Road Woodbridtte, VA 22192 Fort Bratttt, NC 28310-5000 Telephone No.: (910) 396-4009 (703) 670-6400 Size and location of property (water body, road name/number, town, etc.): The proposed site for the Brittade Combat Team (BCT) Complex is approximately 136 acres in size and is located adjacent to an unnamed tributary of Tank Creek, just east of McFayden Pond. The site is bordered by Butner Road on the north, on the east by Reilly Street, and on the south by Lonttstreet Road, in Fort Bragg, Cumberland County, North Carolina. Description of project area and activity: (1) Discharge of fill material into 0.02 acres of wetlands for the instillation of a bottomless culvert footer, identified as crossintt Al on the site plan impact map. The bottomless culvert will completely span the stream avoidintt any impacts to the stream at this road crossintt. (2) Dischartte of fill material into 144 linear feet of stream for the construction of a road crossintt at A2. (3) Dischartte of fill material into 40 linear feet of stream for the enlarttement of the existintt crossing at Rl. (4) Temporary impacts to 0.03 acres of wetlands and 100 linear feet of stream for the instillation of utility lines at crossintts Tl, T3, T5, T6, T7, T8, T9, T11, T12, and T13. (5) Temporary impacts to 0.04 acres of wetlands and 70 linear feet of stream for the construction of two temporary construction access roads. Temporary impact BI will be accomplished throutth the use of timber mattintt, while temporary impact B2 will entail the use of a culvert and riprap. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ? Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number: Nationwide Permit Number: Nationwide Permit 39 and 33 Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone (919) 733-1786) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at (910) 796-7215 This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Lillette Grande at (910) 2514829. Corps Regulatory Official Ak ADate: November 29, 2005 Expiration Date of Verification: March 18, 2007 Page 1 of 3 a, Action ID: 200501095 County: Cumberland USGS Quad: Overhills GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION SPECIAL CONDITIONS (1) No work in wetlands will commence until the mitigation requirement for this permit has been met. For the permittee to be in compliance with this condition, the Corps of Engineers must receive notification from the North Carolina Ecosystem Enhancement Program that payment has been received for 0.04 acres of riparian wetlands and 368 linear feet of perennial stream (a 2:1 mitigation ratio for the 0.02 acres of wetland and 184 linear feet of stream impacts) at a site within the 03030004 Hydrological Unit Code. (2) All wetlands temporarily impacted by the instillation of utility lines must be restored to preconstruction contours and revegetated with a wetland vegetation seed mix. All stream banks temporarily impacted by the instillation of utility lines must be restored to preconstruction contours. Coir fiber matting and a wetland seed mix must be used for bank stabilization. No rip-rap may be used for bank stabilization at any time. (3) Temporary construction access B 1 is authorized only for and during the construction of the pedestrian walk bridge. Timber matting associated with this temporary impact must be removed within 1 week of completion of the pedestrian walk bridge, and the impacted area restored with a wetland vegetation seed mix. (4) Temporary construction access B2 must be removed within 1 week of completion of the road bridge at crossing A4. In order to minimize impacts to the stream banks, rip-rap associated with this crossing must be installed and removed by hand. Upon removal of the culvert and rip-rap, coir fiber matting and a wetland seed mix must be used for bank stabilization. Any grading within the stream channel necessary to restore a stable slope must be minimal and hand graded. (5) All work authorized by this permit must be preformed in strict compliance with the approved plans. Any deviation in the construction design plans shall be brought to the attention of the Corps of Engineers, Ms. Lillette Granade, Wilmington Regulatory Field Office prior to any active construction in waters or wetlands and any modification to the permit plans must be approved by the Corps of Engineers prior to implementation. (6) The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this permit and any authorized modifications. Copies of this permit and any modifications authorized by the USACE shall be available for review at the construction site at all times. All violations, including non-compliance of these conditions, of the authorized permit shall be reported to the District Engineer within 24 hours of the violation. (7) Except as authorized by this permit or any USACE approved modification to this permit, no excavation, fill, or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this project, within waters or wetlands, or shall any activities take place that cause the degradation of waters or wetlands. In addition, no excavation, fill or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this project, in such a manner as to impair normal flows and circulation patterns within, into, or out of waters or wetlands or to reduce the reach of waters or wetlands. ril- 9 Page 2 of 3 0 Determination of Jurisdiction: ? Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). ? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued December 13, 2004. Action ID 200500238. Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in the 1987 Corns Wetland Delineation Manual and is adiacent to an unnamed tributary of Tank Creek, a tributary of the Little River, a tributary of the Cape Fear River, a navigable water of the US. Determination is based on information provided by Rahlff Ingle, of Dial Cordy and Associates, Inc. and a field visit by Lillette Granade on November 8, 2004. Corps Regulatory Official: Date November 29, 2005 I'm SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. 9 Page 3 of 3 Action ID Number: 200501095 County: Cumberland Permittee: Fort Bra22 Date Permit Issued: November 29, 2005 Project Manager: Lillette Granade Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT ? REGULATORY FIELD OFFICE i i Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date dEr NATIONWIDE PERMIT 39 DEPARTMENT OF THE ARMY CORPS OF ENGINEERS FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS FEDERAL REGISTER JANUARY 15, 2002 Residential, Commercial, and Institutional Developments. Discharges of dredged or fill material into non-tidal waters of the United States, excluding non-tidal wetlands adjacent to tidal waters, for the construction or expansion of residential, commercial, and institutional building foundations and building pads and attendant features that are necessary for the use and maintenance of the structures. Attendant features may include, but are not limited to, roads, parking lots, garages, yards, utility lines, stormwater management facilities, and recreation facilities such as playgrounds, playing fields, and golf courses (provided the golf course is an integral part of the residential development). The construction of new ski areas or oil and gas wells is not authorized by this nationwide permit. Residential developments include multiple and single unit developments. Examples of commercial developments include retail stores, industrial facilities, restaurants, business parks, and shopping centers. Examples of institutional developments include schools, fire stations, government office buildings, judicial buildings, public works buildings, libraries, hospitals, and ' places of worship. The activities listed above are authorized, provided the activities meet all of the following criteria: A. The discharge does not cause the loss of greater than \1/2\ acre of non-tidal waters of the United States, excluding non-tidal wetlands adjacent to tidal waters; B. The discharge does not cause the loss of greater than 300 linear feet of a stream bed, unless for intermittent stream beds this criterion is waived in writing pursuant to a determination by the District Engineer, as specified below, that the project complies with all terms and conditions of 91 this nationwide permit and that any adverse impacts of the project on the aquatic environment are minimal, both individually and cumulatively; C. The permittee must notify the District Engineer in accordance with General Condition 13, if any of the following criteria are met: 1. The discharge causes the loss of greater than \1/10\ acre of non-tidal waters of the United States, excluding non-tidal wetlands adjacent to tidal waters; or 2. The discharge causes the loss of any open waters, including perennial or intermittent streams, below the ordinary high water mark (see Note, below), or 3. The discharge causes the loss of greater than 300 linear feet of intermittent stream bed. In such case, to be authorized the District Engineer must determine that the activity complies ' with the other terms and conditions of the nationwide permit, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed: D. For discharges in special aquatic sites, including wetlands, the notification must include a delineation of affected special aquatic sites; E. The discharge is part of a single and complete project; F. The permittee must avoid and minimize discharges into waters of the United States at the project site to the maximum extent practicable. The notification, when required, must include a written statement explaining how avoidance and minimization of losses of waters of the United States were achieved on the project site. Compensatory mitigation will normally be required to offset the losses of waters of the United States. (See General Condition 19.) The notification must also include a compensatory mitigation proposal for offsetting unavoidable losses of waters of the United States. If an applicant asserts that the adverse effects of the project are minimal without mitigation, then the applicant may submit justification explaining why compensatory mitigation should not be required for the District Engineer's consideration; G. When this nationwide permit is used in conjunction with any other nationwide permit, any combined total permanent loss of waters of the United States exceeding \1/10\ acre requires that the pennittee notify the District Engineer in accordance with General Condition 13; H. Any work authorized by this nationwide permit must not cause more than minimal degradation of water quality or more than minimal changes to the flow characteristics of any stream (see General Conditions 9 and 21); I. For discharges causing the loss of \1/10\ acre or less of waters of the United States, the permittee must submit a report, within 30 days of completion of the work, to the District Engineer that contains the following information: (1) The name, address, and telephone number of the permittee; (2) The location of the work; (3) A description of the work; (4) The type and acreage of the loss of waters of the United States (e.g., \1/2\ acre of emergent wetlands); and (5) The type and acreage of any compensatory mitigation used to offset the loss of waters of the United States (e.g., \1/2\ acre of emergent wetlands created on-site); J. If there are any open waters or streams within the project area, the permittee will establish and maintain, to the maximum extent practicable, wetland or upland vegetated buffers next to those open waters or streams consistent with General Condition 19. Deed restrictions, conservation easements, protective covenants, or other means of land conservation and preservation are required to protect and maintain the vegetated buffers established on the project site. Only residential, commercial, and institutional activities with structures on the foundation(s) or building pad(s), as well as the attendant features, are authorized by this nationwide permit. 2 f;] The compensatory mitigation proposal required in paragraph (0 of this nationwide permit may be either conceptual or detailed. The wetland or upland vegetated buffer required in paragraph 0) of this nationwide permit will determined on a case-by-case basis by the District Engineer for addressing water quality concerns. The required wetland or upland vegetated buffer is part of the overall compensatory mitigation requirement for this nationwide permit. If the project site was previously used for agricultural purposes and the farm owner/operator used Nationwide Permit 40 to authorize activities in waters of the United States to increase production or construct farm buildings, Nationwide Permit 39 cannot be used by the developer to authorize additional activities in waters of the United States on the project site in excess of the acreage limit for Nationwide Permit 39 (i.e., the combined acreage loss authorized under Nationwide Permits 39 and 40 cannot exceed \1/2\ acre). Subdivisions: For residential subdivisions, the aggregate total loss of waters of Unites States authorized by Nationwide Permit 39 can not exceed\1/2\ acre. This includes any loss of waters associated with development of individual subdivision lots. (Sections 10 and 404) Note: Areas where wetland vegetation is not present should be determined by the presence or absence of an ordinary high water mark or bed and bank. Areas that are waters of the United States based on this criterion would require a Pre-Construction Notification (PCN) although water is infrequently present in the stream channel (except for ephemeral waters, which do not require PCNs under paragraph (c)(s), above; however, activities that result in the loss of greater than\1/10\ acre of ephemeral waters would require PCNs under paragraph (c)(1), above) are determined by the presence or absence of an ordinary high water mark or bed and bank. Areas that are waters of the United States based on this criteria would require a PCN even though water is infrequently present in the stream channel (except for ephemeral waters). 3 NATIONWIDE PERMIT GENERAL CONDITIONS The following General Conditions must be followed in order for any authorization by a NWP to be valid: 1. Navigation. No activity may cause more than a minimal adverse effect on navigation. 2. Proper Maintenance. Any structure or fill authorized shall be properly maintained, including maintenance to ensure public safety. 3. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow. 4. Aquatic Life Movements. No activity may substantially disrupt the necessary life-cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. Culverts placed in streams must be installed to maintain low flow conditions. 5. Equipment. Heavy equipment working in wetlands must be placed on mats, or other measures must be taken to minimize soil disturbance. 6. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state or tribe in its Section 401 Water Quality Certification and Coastal Zone Management Act consistency determination. 7. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System; or in a river officially designated by Congress as a'study river" for possible inclusion in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation, or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). 8. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 9. Water Quality. 4 a. In certain states and tribal lands an individual 401 Water Quality Certification must be obtained or waived (See 33 CFR 330.4(c)). b. For NWPs 12, 14, 17, 18, 32, 39, 40, 42, 43, and 44, where the state or tribal 401 certification (either generically or individually) does not require or approve water quality management measures, the permittee must provide water quality management measures that will ensure that the authorized work does not result in more than minimal degradation of water quality (or the Corps determines that compliance with state or local standards, where applicable, will ensure no more than minimal adverse effect on water quality). An important component of water quality management includes stormwater management that minimizes degradation of the downstream aquatic system, including water quality (refer to General Condition 21 for stormwater management requirements). Another important component of water quality management is the establishment and maintenance of vegetated buffers next to open waters, including streams (refer to General Condition 19 for vegetated buffer requirements for the NWPs). This condition is only applicable to projects that have the potential to affect water quality. While appropriate measures must be taken, in most cases it is not necessary to conduct detailed studies to identify such measures or to require monitoring. 10. Coastal Zone Management. In certain states, an individual state coastal zone management consistency concurrence must be obtained or waived (see 33 CFR 330.4(d)). 11. Endangered Species. a. No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will destroy or adversely modify the critical habitat of such species. Non-federal permittees shall notify the District Engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project, or is located in the designated critical habitat and shall not begin work on the activity until notified by the District Engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that may affect Federally-listed endangered or threatened species or designated critical habitat, the notification must include the name(s) of the endangered or threatened species that may be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed work. As a result of formal or informal consultation with the FWS or NMFS the District Engineer may add species-specific regional endangered species conditions to the NWPs. b. Authorization of an activity by a NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the USFWS or the NMFS, both lethal and non-lethal "takes" of protected species are in violation of the ESA. Information on the location of threatened and endangered species and their critical 5 u habitat can be obtained directly from the offices of the USFWS and NMFS or their World Wide Web pages at http://www.fws.gov/r9endspp/endspp.html and http://www.nftns.noaa.gov/prot res/overview/es.html respectively. 12. Historic Properties. No activity that may affect historic properties listed, or eligible for listing, in the National Register of Historic Places is authorized, until the District Engineer has complied with the provisions of 33 CFR part 325, Appendix C. The prospective permittee must notify the District Engineer if the authorized activity may affect any historic properties listed, determined to be eligible, or which the prospective permittee has reason to believe may be eligible for listing on the National Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and existence of historic resources can be obtained from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(8)). For activities that may affect historic properties listed in, or eligible for listing in, the National Register of Historic Places, the notification must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. 13. Notification. a. Timing; where required by the terms of the NWP, the prospective permittee must notify the District Engineer with a preconstruction notification (PCN) as early as possible. The District Engineer must determine if the notification is complete within 30 days of the date of receipt and can request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the District Engineer will notify the prospective permittee that the notification is still incomplete and the PCN review process will not commence until all of the requested information has been received by the District Engineer. The prospective permittee shall not begin the activity: 1. Until notified in writing by the District Engineer that the activity may proceed under the NWT with any special conditions imposed by the District or Division Engineer; or 2. If notified in writing by the District or Division Engineer that an Individual Permit is required; or 3. Unless 45 days have passed from the District Engineer's receipt of the complete notification and the prospective permittee has not received written notice from the District or Division Engineer. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). b. Contents of Notification: The notification must be in writing and include the following information: 6 IJ 9 1. Name, address and telephone numbers of the prospective permittee; 2. Location of the proposed project; 3. Brief description of the proposed project; the project's purpose; direct and indirect adverse environmental effects the project would cause; any other NWP(s), Regional General Permit(s), or Individual Permit(s) used or intended to be used to authorize any part of the proposed project or any related activity. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP (Sketches usually clarify the project and when provided result in a quicker decision.); 4. For NWPs 7, 12, 14, 18, 21, 34, 38, 39, 40, 41, 42, and 43, the PCN must also include a delineation of affected special aquatic sites, including wetlands, vegetated shallows (e.g., submerged aquatic vegetation, seagrass beds), and riffle and pool complexes (see paragraph 13(f)); 5. For NWP 7 (Cutfall Structures and Maintenance), the PCN must include information regarding the original design capacities and configurations of those areas of the facility where maintenance dredging or excavation is proposed; { 6. For NWP 14 (Linear Transportation Projects), the PCN must include a compensatory mitigation proposal to offset permanent losses of waters of the US and a statement describing how temporary losses of waters of the US will be minimized to the maximum extent practicable; 7. For NWP 21 (Surface Coal Mining Activities), the PCN must include an Office of Surface Mining (OSM) or state-approved mitigation plan, if applicable. To be authorized by this NWP, the District Engineer must determine that the activity complies with the terms and conditions of the NWP and that the adverse environmental effects are minimal both individually and cumulatively and must notify the project sponsor of this determination in writing; 8. For NWP 27 (Stream and Wetland Restoration Activities), the PCN must include documentation of the prior condition of the site that will be reverted by the permittee; 9. For NWP 29 (Single-Family Housing), the PCN must also include: spouse; of the permittee; i. Any past use of this NWP by the Individual Permittee and/or the permittee's ii. A statement that the single-family housing activity is for a personal residence iii. A description of the entire parcel, including its size, and a delineation of I wetlands. For the purpose of this NWP, parcels of land measuring \1/4\-acre or less will not D 7 l N Li require a formal on-site delineation. However, the applicant shall provide an indication of where the wetlands are and the amount of wetlands that exists on the property. For parcels greater than \1/4\-acre in size, formal wetland delineation must be prepared in accordance with the current method required by the Corps. (See paragraph 13(f)); iv. A written description of all land (including, if available, legal descriptions) owned by the prospective pennittee and/or the prospective permittee's spouse, within a one mile radius of the parcel, in any form of ownership (including any land owned as a partner, corporation, joint tenant, co-tenant, or as a tenant-by-the-entirety) and any land on which a purchase and sale agreement or other contract for sale or purchase has been executed; 10. For NWP 31 (Maintenance of Existing Flood Control Facilities), the prospective permittee must either notify the District Engineer with a PCN prior to each maintenance activity or submit a five-year (or less) maintenance plan. In addition, the PCN must include all of the following: i. Sufficient baseline information identifying the approved channel depths and configurations and existing facilities. Minor deviations are authorized, provided the approved flood control protection or drainage is not increased; ii. A delineation of any affected special aquatic sites, including wetlands; and, iii. Location of the dredged material disposal site; 11. For NWP 33 (Temporary Construction, Access, and Dewatering), the PCN must also include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquatic resources; 12. For NWPs 39, 43 and 44, the PCN must also include a written statement to the District Engineer explaining how avoidance and minimization for losses of waters of the US were achieved on the project site; 13. For NNVP 39 and NWP 42, the PCN must include a compensatory mitigation proposal to offset losses of waters of the US or justification explaining why compensatory mitigation should not be required. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; 14. For NWP 40 (Agricultural Activities), the PCN must include a compensatory mitigation proposal to offset losses of waters of the US. This NWP does not authorize the relocation of greater than 300 linear feet of existing serviceable drainage ditches constructed in non-tidal streams unless, for drainage ditches constructed in intermittent nontidal streams, the FILI 0 Q District Engineer waives this criterion in writing, and the District Engineer has determined that the project complies with all terms and conditions of this NWP, and that any adverse impacts of the project on the aquatic environment are minimal, both individually and cumulatively; 15. For NWP 43 (Stormwater Management Facilities), the PCN must include, for the construction of new stormwater management facilities, a maintenance plan (in accordance with state and local requirements, if applicable) and a compensatory mitigation proposal to offset losses of waters of the US. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; 16. For NWP 44 (Mining Activities), the PCN must include a description of all waters of the US adversely affected by the project, a description of measures taken to minimize adverse effects to waters of the US, a description of measures taken to comply with the criteria of the NWP, and a reclamation plan (for all aggregate mining activities in isolated waters and non-tidal wetlands adjacent to headwaters and any hard rock/mineral mining activities); 17. For activities that may adversely affect Federally-listed endangered or threatened species, the PCN must include the name(s) of those endangered or threatened species that may be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work; and 18. For activities that may affect historic properties listed in, or eligible for listing in, the National Register of Historic Places, the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. c. Form of Notification: The standard Individual Permit application form (Form ENG 4345) may be used as the notification but must clearly indicate that it is a PCN and must include all of the information required in (b) (1)-(18) of General Condition 13. A letter containing the requisite information may also be used. d. District Engineer's Decision: In reviewing the PCN for the proposed activity, the District Engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. The prospective permittee may submit a proposed mitigation plan with the PCN to expedite the process. The District Engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed work are minimal. If the District Engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal, after considering mitigation, the District Engineer will notify the permittee and include any conditions the District Engineer 9 0 deems necessary. The District Engineer must approve any compensatory mitigation proposal before the permittee commences work. If the prospective permittee is required to submit a compensatory mitigation proposal with the PCN, the proposal may be either conceptual or detailed. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the District Engineer will expeditiously review the proposed compensatory mitigation plan. The District Engineer must review the plan within 45 days of receiving a complete PCN and determine whether the conceptual or specific proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment. If the net adverse effects of the project on the aquatic environment (after consideration of the compensatory mitigation proposal) are determined by the District Engineer to be minimal, the District Engineer will provide a timely written response to the applicant. The response will state that the project can proceed under the terms and conditions of the NWP. If the District Engineer determines that the adverse effects of the proposed work are more than minimal, then the District Engineer will notify the applicant either: 1. That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an Individual Permit; 2. that the project is authorized under the NWP subject to the applicant's submission of a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level; or 3. that the project is authorized under the NWP with specific modifications or conditions. Where the District Engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment, the activity will be authorized within the 45-day PCN period. The authorization will include the necessary conceptual or specific mitigation or a requirement that the applicant submit a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level. When conceptual mitigation is included, or a mitigation plan is required under item (2) above, no work in waters of the US will occur until the District Engineer has approved a specific mitigation plan. e. Agency Coordination: The District Engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. For activities requiring notification to the District Engineer that result in the loss of greater than \1/2\-acre of waters of the US, the District Engineer will provide immediately (e.g., via facsimile transmission, overnight mail, or other expeditious manner) a copy to the appropriate Federal or state offices (USFWS, state natural resource or water quality agency, EPA, State Historic Preservation Officer (SHPO), and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will then have 10 calendar days from the date the material is transmitted to telephone or fax the District Engineer notice that they intend to provide substantive, 10 B site-specific comments. If so contacted by an agency, the District Engineer will wait an additional 15 calendar days before making a decision on the notification. The District Engineer will fully consider agency comments received within the specified time frame, but will provide no response to the resource agency, except as provided below. The District Engineer will indicate in the administrative record associated with each notification that the resource agencies' concerns were considered. As required by section 305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act, the District Engineer will provide a response to NMFS within 30 days of receipt of any Essential Fish Habitat conservation recommendations. Applicants are encouraged to provide the Corps multiple copies of notifications to expedite agency notification. £ Wetland Delineations: Wetland delineations must be prepared in accordance with the current method required by the Corps (For NWP 29 see paragraph (b)(9)(iii) for parcels less than (\1/4\-acre in size). The permittee may ask the Corps to delineate the special aquatic site. There may be some delay if the Corps does the delineation. Furthermore, the 45-day period will not start until the wetland delineation has been completed and submitted to the Corps, where appropriate. 14. Compliance Certification. Every permittee who has received NWP verification from the Corps will submit a signed certification regarding the completed work and any required mitigation. The certification will be forwarded by the Corps with the authorization letter and will include: a. A statement that the authorized work was done in accordance with the Corps authorization, including any general or specific conditions; b. A statement that any required mitigation was completed in accordance with the permit conditions; and c. The signature of the permittee certifying the completion of the work and mitigation. 15. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the US authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit (e.g. if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the US for the total project cannot exceed \ 1/3\-acre) . 16. Water Supply Intakes. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may occur in the proximity of a public water 14 0 supply intake except where the activity is for repair of the public water supply intake structures or adjacent bank stabilization. 17. Shellfish Beds. No activity, including structures and work in navigable waters of the US E 11 V L or discharges of dredged or fill material, may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by IN NWP 4. 18. Suitable Material. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.) and material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the CWA). 19. Mitigation. The District Engineer will consider the factors discussed below when determining the acceptability of appropriate and practicable mitigation necessary to offset adverse effects on the aquatic environment that are more than minimal. a. The project must be designed and constructed to avoid and minimize adverse effects to waters of the US to the maximum extent practicable at the project site (i.e., on site). b. Mitigation in all its forms (avoiding, minimizing, rectifying, reducing or compensating) will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. c. Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland impacts requiring a PCN, unless the District Engineer determines in writing that some other form of mitigation would be more environmentally appropriate and provides a project-specific waiver of this requirement. Consistent with National policy, the District Engineer will establish a preference for restoration of wetlands as compensatory mitigation, with preservation used only in exceptional circumstances. d. Compensatory mitigation (i.e., replacement or substitution of aquatic resources for those impacted) will not be used to increase the acreage losses allowed by the acreage limits of some of the NWPs. For example, \1/4\-acre of wetlands cannot be created to change a,\3/4\acre loss of wetlands to a \1/2\-acre loss associated with NWP 39 verification. However, \1/2\-acre of created wetlands can be used to reduce the impacts of a \1/2\-acre loss of wetlands to the minimum impact level in order to meet the minimal impact requirement associated with NWPs. e. To be practicable, the mitigation must be available and capable of being done considering costs, existing technology, and logistics in light of the overall project purposes. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferably in the same watershed. f. Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement for the establishment, maintenance, and legal protection N 12 L fi 'IF, I l?l (e.g., easements, deed restrictions) of vegetated buffers to open waters. In many cases, vegetated buffers will be the only compensatory mitigation required. Vegetated buffers should consist of native species. The width of the vegetated buffers required will address documented water quality or aquatic habitat loss concerns. Normally, the vegetated buffer will be 25 to 50 feet wide on each side of the stream, but the District Engineers may require slightly wider vegetated buffers to address documented water quality or habitat loss concerns. Where both wetlands and open waters exist on the project site, the Corps will determine the appropriate compensatory mitigation (e.g., stream buffers or wetlands compensation) based on what is best for the aquatic environment or, a watershed basis. In cases where vegetated buffers are determined to be the most appropriate form of compensatory mitigation, the District Engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland impacts. g. Compensatory mitigation proposals submitted with the " notification" may be either conceptual or detailed. If conceptual plans are approved under the verification, then the Corps will condition the verification to require detailed plans be submitted and approved by the Corps prior to construction of the authorized activity in waters of the US. h. Permittees may propose the use of mitigation banks, in-lieu fee arrangements or separate activity-specific compensatory mitigation. In all cases that require compensatory mitigation, the mitigation provisions will specify the party responsible for accomplishing and/or complying with the mitigation plan. 20. Spawning Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., excavate, fill, or smother downstream by substantial turbidity) of an important spawning area are not authorized. 21. Management of Water Flows. To the maximum extent practicable, the activity must be designed to maintain preconstruction downstream flow conditions (e.g., location, capacity, and flow rates). Furthermore, the activity must not permanently restrict or impede the passage of normal or expected high flows (unless the primary purpose of the fill is to impound waters) and the structure or discharge of dredged or fill material must withstand expected high flows. The activity must, to the maximum extent practicable, provide for retaining excess flows from the site, provide for maintaining surface flow rates from the site similar to preconstruction conditions, and provide for not increasing water flows from the project site, relocating water, or redirecting water flow beyond preconstruction conditions. Stream channelizing will be reduced to the minimal amount necessary, and the activity must, to the maximum extent practicable, reduce adverse effects such as flooding or erosion downstream and upstream of the project site, unless the activity is part of a larger system designed to manage water flows. In most cases, it will not be a requirement to conduct detailed studies and monitoring of water flow. This condition is only applicable to projects that have the potential to affect waterflows. While appropriate measures must be taken, it is not necessary to conduct detailed studies to 13 ML i identify such measures or require monitoring to ensure their effectiveness. Normally, the Corps will defer to state and local authorities regarding management of water flow. 0 22. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to the acceleration of the passage of water, and/or the restricting its flow shall be minimized to the maximum extent practicable. This includes structures and work in navigable waters of the US, or discharges of dredged or fill material. 23. Waterfowl Breeding Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 24. Removal of Temporary Fills. Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation. 25. Designated Critical Resource Waters. Critical resource waters include, NOAA-designated marine sanctuaries, National Estuarine Research Reserves, National Wild and Scenic Rivers, critical habitat for Federally listed threatened and endangered species, coral reefs, state natural heritage sites, and outstanding national resource waters or other waters officially designated by a state as having particular environmental or ecological significance and identified by the District Engineer after notice and opportunity for public comment. The District Engineer may also designate additional critical resource waters after notice and opportunity for comment. a. Except as noted below, discharges of dredged or fill material into waters of the US are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, and 44 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. Discharges of dredged or fill materials into waters of the US may be authorized by the above NWPs in National Wild and Scenic Rivers if the activity complies with General Condition 7. Further, such discharges may be authorized in designated critical habitat for Federally listed threatened or endangered species if the activity complies with General Condition 11 and the USFWS or the NMFS has concurred in a determination of compliance with this condition. b. For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is required in accordance with General Condition 13, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The District Engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 26. Fills Within 100-Year Floodplains. For purposes of this General Condition, 100-year floodplains will be identified through the existing Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps or FEMA-approved local floodplain maps. a. Discharges in Floodplain; Below Headwaters. Discharges of dredged or fill material into waters of the US within the mapped 100year floodplain, below headwaters (i.e. five cfs), x 14 '1 Ell resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, 43, and 44. b. Discharges in Floodway; Above Headwaters. Discharges of dredged or fill material into waters of the US within the FEMA or locally mapped floodway, resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, and 44. c. The permittee must comply with any applicable FEMA-approved state or local floodplain management requirements. 27. Construction Period. For activities that have not been verified by the Corps and the project was commenced or under contract to commence by the expiration date of the NWP (or modification or revocation date), the work must be completed within 12-months after such date (including any modification that affects the project). For activities that have been verified and the project was commenced or under contract to commence within the verification period, the work must be completed by the date determined by the Corps. For projects that have been verified by the Corps, an extension of a Corps approved completion date maybe requested. This request must be submitted at least one month before the previously approved completion date. FURTHER INFORMATION 1. District Engineers have authority to determine if an activity complies with the terms and conditions of a NWP. 2. NWPs do not obviate the need to obtain other Federal, State, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project. DEFINITIONS Best Manakennent Practices (BMPs): BMPs are policies, practices, procedures, or structures implemented to mitigate the adverse environmental effects on surface water quality resulting from development. BMPs are categorized as structural or nonstructural. A BMP policy may affect the limits on a development. 0 15 4 u u Compensatory Mitigation: For purposes of Section 10/404, compensatory mitigation is the restoration, creation, enhancement, or in exceptional circumstances, preservation of wetlands and/or other aquatic resources for the purpose of compensating for unavoidable adverse impacts, which remain, after all appropriate and practicable avoidance and minimization has been achieved. Creation: The establishment of a wetland or other aquatic resource where one did not formerly exist. Enhancement: Activities conducted in existing wetlands or other aquatic resources that increase one or more aquatic functions. Ephemeral Stream: An ephemeral stream has flowing water only during and for a short duration after, precipitation events in a typical year. Ephemeral stream beds are located above the water table year-round. Groundwater is not a source of water for the stream. Runnoff from rainfall is the primary source of water for stream flow. Farm Tract: A unit of contiguous land under one ownership that is operated as a farm or part of a farm. Flood Frhige: That portion of the 100-year floodplain outside of the floodway (often referred to as "floodway fringe"). Floodtivay: The area regulated by Federal, state, or local requirements to provide for the discharge of the base flood so the cumulative increase in water surface elevation is no more than a designated amount (not to exceed one foot as set by the National Flood Insurance Program) within the 100-year floodplain. Independent Utility: A test to determine what constitutes a single and complete project in the Corps regulatory program. A project is considered to have independent utility if it would be constructed absent the construction of other projects in the project area. Portions of a multi- phase project that depend upon other phases of the project do not have independent utility. Phases of a project that would be constructed even if the other phases were not built can be considered as separate single and complete projects with independent utility. Intermittent Stream: An intermittent stream has flowing water during certain times of the year, when groundwater provides water for stream flow. During dry periods, intermittent streams may not have flowing water. Runoff from rainfall is a supplemental source of water for stream flow. Loss o ivaters o the US: Waters of the US that include the filled area and other waters that are permanently adversely affected by flooding, excavation, or drainage because of the regulated activity. Permanent adverse effects include permanent above-grade, at-grade, or below-grade fills that change an aquatic area to dry land, increase the bottom elevation of a waterbody, or 16 change the use of a waterbody. The acreage of loss of waters of the US is the threshold measurement of the impact to existing waters for determining whether a project may qualify for a NWT; it is not a net threshold that is calculated after considering compensatory mitigation that may be used to offset losses of aquatic functions and values. The loss of stream bed includes the linear feet of stream bed that is filled or excavated. Waters of the US temporarily filled, flooded, excavated, or drained, but restored to preconstruction contours and elevations after construction, are not included in the measurement of loss of waters of the US. Impacts to ephemeral waters are only not included in the acreage or linear foot measurements of loss of waters of the US or loss of stream bed, for the purpose of determining compliance with the threshold limits of the NWPs. Non-tidal Wetland: An area that, during a year with normal patterns of precipitation has standing or flowing water for sufficient duration to establish an ordinary high water mark. Aquatic vegetation within the area of standing or flowing water is either non-emergent, sparse, or absent. Vegetated shallows are considered to be open waters. The term "open water" includes rivers, streams, lakes, and ponds. For the purposes of the NWPs, this term does not include ephemeral waters. Perennial Strewn: A perennial stream has flowing water year-round during a typical year. The water table is located above the stream bed for the most of the year. Groundwater is the primary source of water for stream flow. Runoff from rainfall is a supplemental source of water for stream flow. Permanent Above-grade Fill: A discharge of dredged or fill material into waters of the US, including wetlands, that results in a substantial increase in ground elevation and permanently converts part or all of the waterbody to dry land. Structural fills authorized by NyVPs 3, 25, 36, etc. are not included. Preservation: The protection of ecologically important wetlands or other aquatic resources in perpetuity through the implementation of appropriate legal and physical mechanisms. Preservation may include protection of upland areas adjacent to wetlands as necessary to ensure protection and/or enhancement of the overall aquatic ecosystem. Restoration: Re-establishment of wetland and/or other aquatic resource characteristics and function(s) at a site where they have ceased to exist, or exist in a substantially degraded state. Rifle and Pool Complex: Riffle and pool complexes are special aquatic sites under the 404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid movement of water over a course substrate in riffles results in a rough flow, a turbulent surface and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize pools. 17 0 Single and Complete Project: The term "single and complete project" is defined at 33 CFR 330.2(1) as the total project proposed or accomplished by one owner/developer or partnership or other association of owners/developers (see definition of independent utility). For linear projects, the "single and complete project" (i.e., a single and complete crossing) will apply to each crossing of a separate water of the US (i.e., a single waterbody) at that location. An exception is for linear projects crossing a single waterbody several times at separate and distant locations; each crossing is considered a single and complete project. However, individual channels in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate waterbodies. Stornnvater Management: Stormwater management is the mechanism for controlling stormwater runoff for the purposes of reducing downstream erosion, water quality degradation, and flooding and mitigating the adverse effects of changes in land use on the aquatic environment. Stormwater Management Facilities: Stormwater management facilities are those facilities, including but not limited to, stormwater retention and detention ponds and BMPs, which retain water for a period of time to control runoff and/or improve the quality (i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other pollutants) of stormwater runoff. Stream Channelization: The manipulation of a stream channel to increase the rate of water flow through the stream channel. Manipulation may include deepening, widening, straightening, armoring, or other activities that change the stream cross-section or other aspects of stream channel geometry to increase the rate of water flow through the stream channel. A channelized stream remains a water of the US, despite the modifications to increase the rate of water flow. Tidal Wetland: A tidal wetland is a wetland (i.e., water of the US) that is inundated by tidal waters. The definitions of a wetland and tidal waters can be found at 33 CFR 328.3(b) and 33 CFR 328.3(f), respectively. Tidal waters rise and fall in a predictable and measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end where the rise and fall of the water surface can no longer be practically measured in a predictable rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located channelward of the high tide line (i.e., spring high tide line) and are inundated by tidal waters two times per lunar month, during spring high tides. Vegetated Buff: A vegetated upland or wetland area next to rivers, streams, lakes, or other open waters, which separates the open water from developed areas, including agricultural land. Vegetated buffers provide a variety of aquatic habitat functions and values (e.g., aquatic habitat for fish and other aquatic organisms, moderation of water temperature changes, and detritus for aquatic food webs) and help improve or maintain local water quality. A vegetated buffer can be established by maintaining an existing vegetated area or planting native trees, shrubs, and herbaceous plants on land next to openwaters. Mowed lawns are not considered vegetated buffers because they provide little or no aquatic habitat functions and values. The establishment and maintenance of vegetated buffers I a method of compensatory mitigation that can be used in 18 u conjunction with the restoration, creation, enhancement or preservation of aquatic habitats to ensure that activities authorized by NWPs result in minimal adverse effects to the aquatic environment. (See General Condition 19.) Vegetated Shallows: Vegetated shallows are special aquatic sites under the 404(b)(1) Guidelines. M They are areas that are permanently inundated and under normal circumstances have rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of vascular rooted plants in freshwater systems. Materbody: A waterbody is any area that in a normal year has water flowing or standing above ground to the extent that evidence of an ordinary high water mark is established. Wetlands contiguous to the waterbody are considered part of the waterbody. FINAL REGIONAL CONDITIONS FOR NATIONWIDE PERMITS IN THE WILMINGTON DISTRICT 1. Waters Excluded from NWP or Subject to Additional Notification Requirements: a. The Corps identified waters that will be excluded from use of this NWP. These waters are: 1. Discharges into Waters of the United States designated by either the North Carolina Division of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish spawning area are prohibited during the period between February 15 and June 30, without prior written approval from NCDMF or NCWRC and the Corps. 2. Discharges into Waters of the United States designated as sturgeon spawning areas are prohibited during the period between February 1 and June 30, without prior written approval from the National Marine Fisheries Service (NMFS). b. The Corps identified waters that will be subject to additional notification requirements for activities authorized by this NWP. These waters are: 1. Prior to the use of any NWP in any of the following North Carolina designated waters, applicants must comply with Nationwide Permit General Condition 13. In addition, the applicant must furnish a written statement of compliance with all of the conditions of the applicable Nationwide Permit. The North Carolina designated waters that require additional notification requirements are "Outstanding Resource Waters" (ORW) and "High Quality Waters" (HQW) (as defined by the North Carolina Division of Water Quality), or "Inland Primary Nursery Areas" (IPNA) (as defined by the North Carolina Wildlife Resources Commission), or contiguous wetlands (as defined by the North Carolina Division of Water Quality), or "Primary Nursery Areas" (PNA) (as defined by the North Carolina Division of Marine Fisheries). fi 19 U]. 9 L 2. Applicants for any NWP in a designated "Area of Environmental Concern" (AEC) in the twenty (20) coastal counties of Eastern North Carolina covered by the North Carolina Coastal Area Management Act (LAMA), must also obtain the required CAMA permit. Construction activities may not commence until a copy of the approved CAMA permit is furnished to the appropriate Wilmington District Regulatory Field Office (Wilmington Field Office - P.O. Box 1890, Wilmington, NC 28402 or Washington Field Office - P.O. Box 1000, Washington, NC 27889) for authorization to begin work. 3. Prior to the use of any NWP on a Barrier Island of North Carolina, applicants must comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable Nationwide Permit. 4. Prior to the use of any NWP in a "Mountain or Piedmont Bog" of North Carolina, applicants shall comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWT. Note: The following wetland community types identified in the N.C. Natural Heritage Program document, "Classification of Natural communities of North Carolina (Michael P. Schafale and Alan S. Weakley, 1990), are subject to this regional condition. Mountain Bogs Piedmont Boas Swamp Forest-Bog Complex Upland Depression Swamp Forest Swamp Forest-Bog Complex (Spruce Subtype) Southern Appalachian Bog (Northern Subtype) Southern Appalachian Bog (Southern Subtype) Southern Appalachian Fen 5. Prior to the use of any NWP in Mountain Trout Waters within twenty-five (25) designated counties of North Carolina, applicants shall comply with Nationwide General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Notification will include a letter of comments and recommendations from the North Carolina Wildlife Resources Commission (NCWRC), the location of work, a delineation of wetlands, a discussion of alternatives to working in the Mountain Trout Waters, why other alternatives were not selected, and a plan to provide compensatory mitigation for all unavoidable adverse impacts to the Mountain Trout Waters. To facilitate coordination with the NCWRC, the proponent may provide a copy of the notification to the NCWRC concurrent with the notification to the District Engineer. The NCWRC will respond both to the proponent and directly to the Corps of Engineers. The twenty-five (25) designated counties are: Alleghany Ashe Buncombe Burke Avery Yancey Caldwell Wilkes 20 0. Cherokee Clay Graham Swain Haywood Henderson Jackson Surry IN Macon Madison McDowell Stokes Mitchell Polk Rutherford Transylvania Watauga 6. Applicants shall notify the NCDENR Shellfish Sanitation Section prior to dredging in or removing sediment from an area closed to shell fishing where the effluent may be released to an area open for shell fishing or swimming in order to avoid contamination of the disposal area and allow a temporary shellfish closure to be made. Any disposal of sand to the beach should occur between November 1 and April 30 when recreational usage is low. Only clean sand should be used and no dredged sand from closed shell fishing areas. If beach disposal was to occur at times other than stated above or if sand from a closed shell fishing area is to be used, a swim advisory shall be posted and a press release shall be made. NCDENR Shellfish Sanitation Section must be notified before commencing this activity. 2. List of Final Corps Regional Modifications and Conditions for All Nationwide Permits a. Individual or multiple NWPs may not be used for activities that result in the cumulative ( loss or degradation of greater than 300 total linear feet of perennial streambed or intermittent streambed that exhibits important aquatic function(s). b. Prior to the use of any NWP (except 13, 27, and 39) for any activity that has more than a total of 150 total linear feet of perennial streambed impacts or intermittent streambed impacts (if the intermittent stream has important aquatic function), the applicant must comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Compensatory mitigation is typically required for any impact that requires such notification. [Note: The Corps uses the Intermittent Channel Evaluation Form, located with Permit Information on the Regulatory Program Web Site, to aid in the determination of the intermittent channel stream status. Also, NWPs 13, 27 and 39 have specific reporting requirements.] c. For all Nationwide Permits which allow the use of concrete as a building material, measures will be taken to prevent live or fresh concrete, including bags of uncured concrete, from coming into contact with waters of the state until the concrete has hardened. d. For all Nationwide Permits that allow for the use of riprap material for bank stabilization, filter cloth must be placed underneath the riprap as an additional requirement of its use in North Carolina waters. e. For all NWPs that involve the construction of culverts, measures will be included in the construction that will promote the safe passage of fish and other aquatic organisms. All culverts in the 20 CAMA coastal counties must be buried to a depth of one foot below the u Roadway Approach Fill HankfBll Culvert buried below streambed to appropriate Steam depth Bottom ui?i bed of the stream or wetland. For all culvert construction activities, the dimension, pattern, and profile of the stream, (above and below a pipe or culvert), should not be modified by widening the stream channel or by reducing the depth of the stream. Culvert inverts will be buried at least one foot below the bed of the stream for culverts greater than 48 inches in diameter. For culverts 48 inches in diameter or smaller, culverts must be buried below the bed of the stream to a depth equal to or greater than 20 percent of the diameter of the culvert. Bottomless arch culverts will satisfy this condition. A waiver from the depth specifications in this Regional Condition may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts of complying with this Regional Condition would result in more adverse impacts to the aquatic environment. 3. Additional Regional Conditions Applicable to this Nationwide Permit a. Discharges in wetlands and in perennial streams for stormwater management facilities are prohibited under this NWP. b. Single-family recreational facilities are not authorized under NWP 39. Recreational facilities, if they are incorporated into and serving an entire residential, commercial, or institutional development, can be authorized by this NWP. NORTH CAROLINA DIVISION OF WATER QUALITY GENERAL CERTIFICATION CONDITIONS 13 GS3362 1. Enumerating and Reporting of Impacts: a. Streams - Impacts to streams as determined by the Division of Water Quality shall be measured as length of the centerline of the normal flow channel. Permanent and/or temporary stream impacts shall be enumerated on the entire project for all impacts regardless of which 404 Nationwide Permits are used. Stream relocations and streambed and/or bank hardening are considered to be permanent stream impacts. Any activity that results in a loss of use of stream functions including but not limited to filling, relocating, flooding, excavation, dredging and complete shading shall be considered stream impacts. Enumeration of impacts to streams shall include streams enclosed by bottomless culverts, bottomless arches or other spanning structures when a 404 Permit is used anywhere in a project unless the entire structure (including construction impacts) spans the entire bed and both banks of the stream, is only used for a road, driveway or path crossing, and is not mitered to follow the stream pattern. Impacts for dam footprints and flooding will count toward the threshold for stream impacts, but flooding upstream 0 of the dam will not (as long as no filling, excavation, relocation or other modification of the existing stream dimension, pattern or profile occurs) count towards mitigation. b. Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall be measured as area. Permanent and/or temporary wetland impacts shall be enumerated on the entire 11 22 l' project for all impacts regardless of which 404 Nationwide Permits are used. Any activity that results in a loss of use of wetland functions including but not limited to filling, excavating, draining, and flooding shall be considered wetland impacts. Enumeration of impacts to wetlands shall include activities that change the hydrology of a wetland when a 404 Permit is used anywhere in a project. 13 c. Lakes and Ponds - Impacts to waters other than streams and wetlands as determined by the Division of Water Quality shall be measured as area. Permanent and/or temporary water impacts shall be enumerated on the entire project for all impacts proposed regardless of which 404 Nationwide Permits are used. Any activity that results in a loss of use of aquatic functions including but not limited to filling and dredging shall be considered waters impacts. Application Thresholds - Stream, wetland and water impacts that exceed any of the thresholds below require a complete application and written concurrence to use this Certification: Total stream impacts of greater or equal to 150 cumulative feet of stream length for the entire project require written notification to and approval by the Division of Water Quality, and/or Impacts to waters of equal to or greater than 1/3 of an acre require written notification to and approval by the Division of Water Quality, and/or Wetland impacts of greater or equal to 1/3 of an acre east of I-95 and 1/10 of an acre west of I-95 require written notification to and approval by the Division of Water Quality except as specified below. Any impacts to wetlands adjacent to waters designated as ORW, SA, WS-I, WS-II or Trout or are designated as a North Carolina or National Wild and Scenic River and wetlands classified as SWL and/or UWL as well as wetlands described in 15A NCAC 2H .0506 (e) require a complete application and written concurrence from the Division of Water Quality to use this Certification. These thresholds apply for the entire project regardless of the number of Nationwide Permits applicable to the Certification that are issued by the USACE for the project; Written notification to DWQ is required for all applications that propose to use Nationwide Permit 18. This notification requirement will be satisfied by providing two (2) copies of the PCN form to DWQ at the same time that the PCN form is sent to the US Army Corps of Engineers. A formal application and fee is not required unless DWQ decides that an Individual Certification will be required for the project. In this case, the applicant will be notified in writing from DWQ within 30 days of the receipt of the written notification. Proposed fill or substantial modification of any amount of wetlands classified in accordance with 15A NCAC 2B.0101(e)(7) as Unique Wetlands (UWL) shall require written concurrence from the Division of Water Quality; 2. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) requires written concurrence for this Certification from DWQ in accordance with 15A NCAC 2B.0200. Activities listed as "exempt" from these rules do not need to apply for I 23 I? written concurrence under this Certification. New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse and Tar- Pamlico River Basins shall be limited to "uses" identified within and constructed in accordance 9 with 15A NCAC 2B .0200. All new development shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent eft practicable through the use of best management practices; 3. Additional site-specific stormwater management requirements may be added to this Certification at DWQ's discretion on a case-by-case basis for projects that have or are anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater management shall be designed to remove 85% TSS according to the latest version of DWQ's Stormwater Best Management Practices manual at a minimum. Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as watersheds that are classified as nutrient sensitive waters (NSW), water supply waters (WS), trout waters (Tr), high quality waters (HQW), and outstanding resource waters (ORW), the Division shall require that extended detention wetlands, bio-retention areas, and ponds followed by forested filter strips (designed according to latest version of the NC DENR Stormwater Best Management Practices Manual) be constructed as part of the stormwater management plan when a site-specific stormwater management plan is required. For streams classified as Water Supply, High Quality Waters and Outstanding Resource Waters, post-construction, on-site stormwater management shall be required as appropriate and as outlined in 15A NCAC 2B .0104(m) and 2H .1000 to .1007, respectively, in addition to that required in this General Certification. Alternative designs may be requested by the applicant and will be reviewed on a case-by-case basis by the Division of Water Quality. Approval of stormwater management plans by the Division of Water Quality's other existing state stormwater programs including appropriate local programs are sufficient to satisfy this Condition as long as the stormwater management plans meet or exceed the design requirements specified in this condition. This condition applies unless more stringent requirements are in effect from other state water quality programs. Unless specified otherwise in the approval letter, the final, written stormwater management plan shall be approved in writing by the Division of Water Quality's Wetlands Unit before the impacts specified in this Certification occur. The facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building or other structure is occupied at the subject site, the facilities (as approved by the Wetlands Unit) shall be constructed and operational, and the stormwater management plan (as approved by the Wetlands Unit) shall be implemented. The structural stormwater practices as approved by the Wetlands Unit as well as drainage patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization rIIJ 24 it] from the Division of Water Quality. 4. Compensatory stream mitigation shall be required at a 1:1 ratio for all perennial and intermittent stream impacts equal to or exceeding 150 feet and that require application to DWQ in watersheds classified as ORW, HQW, Tr, WS-I and WS-II; 5. In accordance with North Carolina General Statute Section 143-215.3D(e), any application for a 401 Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one payment to both agencies shall be submitted and will be the higher of the two fees; 6. In accordance with 15A NCAC 211.0506 (h) compensatory mitigation may be required for impacts to 150 linear feet or more of streams and/or one acre or more of wetlands for an entire project. For linear public transportation projects, impacts equal to or exceeding 150 feet per stream may require mitigation. In addition, buffer mitigation may be required for any project with Riparian Area Protection Rules (Buffer Rules) in effect at the time of application for buffer impacts resulting from activities classified as "allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer, wetland and stream mitigation requirements shall be made for any Certification for this Nationwide Permit. The most current design and monitoring protocols from DWQ shall be followed and written plans submitted for DWQ approval as required in those protocols. When compensatory mitigation is required for a project, the mitigation plans must be approved by DWQ in writing before the impacts approved by the Certification occur, unless otherwise specified in the approval letter. The mitigation plan must be implemented and/or constructed before any permanent building or structure on site is occupied. In the case of public road projects, the mitigation plan must be implemented before the road is opened to the traveling public. Please note that if a stream relocation is conducted as a stream restoration as defined in The Internal Technical Guide for Stream Work in North Carolina, April 2001, the restored length can be used as compensatory mitigation for the impacts resulting from the relocation; 7. For any project involving re-alignment of streams, a stream relocation plan must be included with the 401 application for written DWQ approval. Relocated stream designs should include the same dimensions, patterns and profiles as the existing channel (or a stable reference reach if the existing channel is unstable), to the maximum extent practical. The new channel should be constructed in the dry and water shall not be turned into the new channel until the banks are stabilized. Vegetation used for bank stabilization shall be limited to native woody species, and should include establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated channel to the maximum extent practical. A transitional phase incorporating coir fiber and seedling establishment is allowable. Also, rip-rap, A-Jacks, concrete, gabions or other hard structures may be allowed if it is necessary to maintain the physical integrity of the stream, but the applicant must provide written justification and any calculations used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is not practical on-site, then stream impact will need to be mitigated elsewhere. Please note that if a stream relocation is conducted as a stream restoration as defined in The Iwernal 25 e Technical Guide for Stream Work in North Carolina, April 2001, the restored length can be used as compensatory mitigation for the impacts resulting from the relocation; 8. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to DWQ that providing passage would be impractical. Design and placement of culverts including open bottom or bottomless arch culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in aggradation, degradation or significant changes in hydrology of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. The applicant is required to provide evidence that the equilibrium shall be maintained if requested to do so in writing by DWQ. Additionally, when roadways, causeways or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in aggradation, degradation or significant changes in hydrology of streams or wetlands; 9. That appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to assure compliance with the appropriate turbidity water quality standard; 10. All sediment and erosion control measures placed in wetlands and waters shall be removed and the original grade restored within two months after the Division of Land Resources has released the project; 11. That additional site-specific conditions may be added to projects proposed under this Certification in order to ensure compliance with all applicable water quality and effluent standards; 12. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the concrete has hardened; 13. If an environmental document is required, this Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse; 14. If this Certification is used to access building sites, all lots owned by the applicant must be buildable without additional fill beyond that explicitly allowed under other General Certifications. The applicant is required to provide evidence that the lots are buildable without requiring additional impacts to wetlands, waters or buffers if required to do so in writing by DWQ. For road construction purposes, this Certification shall only be utilized from natural high r I 26 !:l 'J ground to natural high ground; 15. Deed notifications or similar mechanisms shall be placed on all lots with remaining NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATE CONSISTENCY ? Consistent. jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of issuance of the 401 Certification letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. DWQ shall be sent copies of all deed restrictions applied to these lots; 16. When written concurrence is required, the applicant is required to use the most recent version of the Certification of Completion form to notify DWQ when all work included in the 401 Certification has been completed; 17. Concurrence from DWQ that this Certification applies to an individual project shall expire three years from the date of the cover letter from DWQ or on the same day as the expiration date of the corresponding Nationwide Permit 39, whichever is sooner. FAJ-i 27 NATIONWIDE PERMIT 33 DEPARTMENT OF THE ARMY CORPS OF ENGINEERS FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS FEDERAL REGISTER JANUARY 15, 2002 Temporary Construction, Access and Dewatering: Temporary structures, work and discharges, including cofferdams, necessary for construction activities or access fills or dewatering of construction sites; provided that the associated primary activity is authorized by the Corps of Engineers or the U.S. Coast Guard (USCG), or for other construction activities not subject to the Corps or USCG regulations. Appropriate measures must be taken to maintain near normal downstream flows and to minimize flooding. Fill must be of materials, and placed in a manner, that will not be eroded by expected high flows. The use of dredged material may be allowed if it is determined by the District Engineer that it will not cause more than minimal adverse effects on aquatic resources. Temporary fill must be entirely removed to upland areas, or dredged material returned to its original location, following completion of the construction activity, and the affected areas must be restored to the pre-project conditions. Cofferdams cannot be used to dewater wetlands or other aquatic areas so as to change their use. Structures left in place after cofferdams are removed require a section 10 permit if located in navigable waters of the United States. (See 33 CFR part 322). The permittee must notify the District Engineer in accordance with the "Notification" general condition. The notification must also include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquatic resources. The District Engineer will add special conditions, where necessary, to ensure environmental adverse effects is minimal. Such conditions may include: Limiting the temporary work to the minimum necessary; requiring seasonal restrictions; modifying the restoration plan; and requiring alternative construction methods (e.g., construction mats in wetlands where practicable.). (Sections 10 and 404) NATIONWIDE. PERMIT GENERAL CONDITIONS The following General Conditions must be followed in order for any authorization by a NWP to be valid: 1. Navigation. No activity may cause more than a minimal adverse effect on navigation. 2. Proper Maintenance. Any structure or fill authorized shall be properly maintained, including maintenance to ensure public safety. 3. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow. 4. Aquatic Life Movements. No activity may substantially disrupt the necessary life-cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. Culverts placed in streams must be installed to maintain low flow conditions. 5. Equipment. Heavy equipment working in wetlands must be placed on mats, or other measures must be taken to minimize soil disturbance. 6. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state or tribe in its Section 401 Water Quality Certification and Coastal Zone Management Act consistency determination. 7. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System; or in a river officially designated by Congress as a'study river" for possible inclusion in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation, or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). S. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 9. Water Quality. MI 2 J -0--11 a. In certain states and tribal lands an individual 401 Water Quality Certification must be obtained or waived (See 33 CFR 330.4(c)). b. For NWPs 12, 14, 17, 18, 32, 39, 40, 42, 43, and 44, where the state or tribal 401 certification (either generically or individually) does not require or approve water quality management measures, the permittee must provide water quality management measures that will ensure that the authorized work does not result in more than minimal degradation of water quality (or the Corps determines that compliance with state or local standards, where applicable, will ensure no more than minimal adverse effect on water quality). An important component of water quality management includes stormwater management that minimizes degradation of the downstream aquatic system, including water quality (refer to General Condition 21 for stormwater management requirements). Another important component of water quality management is the establishment and maintenance of vegetated buffers next to open waters, including streams (refer to General Condition 19 for vegetated buffer requirements for the NWPs). This condition is only applicable to projects that have the potential to affect water quality. While appropriate measures must be taken, in most cases it is not necessary to conduct detailed studies to identify such measures or to require monitoring. 10. Coastal Zone Management. In certain states, an individual state coastal zone management consistency concurrence must be obtained or waived (see 33 CFR 330.4(d)). 11. Endangered Species. a. No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will destroy or adversely modify the critical habitat of such species. Non-federal permittees shall notify the District Engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project, or is located in the designated critical habitat and shall not begin work on the activity until notified by the District Engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that may affect Federally-listed endangered or threatened species or designated critical habitat, the notification must include the name(s) of the endangered or threatened species that may be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed work. As a result of formal or informal consultation with the FWS or NMFS the District Engineer may add species-specific regional endangered species conditions to the NWPs. b. Authorization of an activity by a NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the TIN USFWS or the NMFS, both lethal and non-lethal "takes" of protected species are in violation of L__? 3 I,I e the ESA. Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the USFWS and NMFS or their World Wide Web pages at http://www.fws.gov/r9endspp/endspp.html and http://www.nfins.noaa.gov/prot res/overview/es.html respectively. 12. Historic Properties. No activity that may affect historic properties listed, or eligible for listing, in the National Register of Historic Places is authorized, until the District Engineer has complied with the provisions of 33 CFR part 325, Appendix C. The prospective permittee must notify the District Engineer if the authorized activity may affect any historic properties listed, determined to be eligible, or which the prospective permittee has reason to believe may be eligible for listing on the National Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and existence of historic resources can be obtained from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(8)). For activities that may affect historic properties listed in, or eligible for listing in, the National Register of Historic Places, the notification must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. 13. Notification. a. Timing; where required by the terms of the NWP, the prospective permittee must notify the District Engineer with a preconstruction notification (PCN) as early as possible. The District Engineer must determine if the notification is complete within 30 days of the date of receipt and can request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the District Engineer will notify the prospective permittee that the notification is still incomplete and the PCN review process will not commence until all of the requested information has been received by the District Engineer. The prospective permittee shall not begin the activity: 1. Until notified in writing by the District Engineer that the activity may proceed under the NWP with any special conditions imposed by the District or Division Engineer; or 2. If notified in writing by the District or Division Engineer that an Individual Permit is required; or 3. Unless 45 days have passed from the District Engineer's receipt of the complete notification and the prospective permittee has not received written notice from the District or Division Engineer. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). b. Contents of Notification: The notification must be in writing and include the following information: 4 MA n J 7. For NWP 21 (Surface Coal Mining Activities), the PCN must include an Office of Surface Mining (OSM) or state-approved mitigation plan, if applicable. To be authorized by this NWP, the District Engineer must determine that the activity complies with the terms and conditions of the NWP and that the adverse environmental effects are minimal both individually and cumulatively and must notify the project sponsor of this determination in writing; 3. Brief description of the proposed project; the project's purpose; direct and indirect adverse environmental effects the project would cause; any other NWP(s), Regional General Permit(s), or Individual Permit(s) used or intended to be used to authorize any part of the proposed project or any related activity. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP (Sketches usually clarify the project and when provided result in a quicker decision.); 4. For NWPs 7, 12, 14, 18, 21, 34, 38, 39, 40, 41, 42, and 43, the PCN must also include a delineation of affected special aquatic sites, including wetlands, vegetated shallows (e.g., submerged aquatic vegetation, seagrass beds), and riffle and pool complexes (see paragraph 13(o); 5. For NWP 7 (Cutfall Structures and Maintenance), the PCN must include information regarding the original design capacities and configurations of those areas of the facility where maintenance dredging or excavation is proposed; 6. For NWP 14 (Linear Transportation Projects), the PCN must include a compensatory mitigation proposal to offset permanent losses of waters of the US and a statement describing how temporary losses of waters of the US will be minimized to the maximum extent practicable; U Lill 8. For NWP 27 (Stream and Wetland Restoration Activities), the PCN must include documentation of the prior condition of the site that will be reverted by the permittee; spouse; of the permittee; 1. Name, address and telephone numbers of the prospective permittee; 2. Location of the proposed project; 9. For NWP 29 (Single-Family Housing), the PCN must also include: i. Any past use of this NWP by the Individual Permittee and/or the permittee's ii. A statement that the single-family housing activity is for a personal residence iii. A description of the entire parcel, including its size, and a delineation of 5 N wetlands. For the purpose of this NWP, parcels of land measuring \1/4\-acre or less will not require a formal on-site delineation. However, the applicant shall provide an indication of where the wetlands are and the amount of wetlands that exists on the property. For parcels greater than \1/4\-acre in size, formal wetland delineation must be prepared in accordance with the current method required by the Corps. (See paragraph 13(f)); Ll iv. A written description of all land (including, if available, legal descriptions) owned by the prospective permittee and/or the prospective permittee's spouse, within a one mile radius of the parcel, in any form of ownership (including any land owned as a partner, corporation, joint tenant, co-tenant, or as a tenant-by-the-entirety) and any land on which a purchase and sale agreement or other contract for sale or purchase has been executed; 10. For NWP 31 (Maintenance of Existing Flood Control Facilities), the prospective permittee must either notify the District Engineer with a PCN prior to each maintenance activity or submit a five-year (or less) maintenance plan. In addition, the PCN must include all of the following: i. Sufficient baseline information identifying the approved channel depths and configurations and existing facilities. Minor deviations are authorized, provided the approved flood control protection or drainage is not increased; ii. A delineation of any affected special aquatic sites, including wetlands; and, iii. Location of the dredged material disposal site; 11. For NWP 33 (Temporary Construction, Access, and Dewatering), the PCN must also include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquatic resources; 12. For NWPs 39, 43 and 44, the PCN must also include a written statement to the District Engineer explaining how avoidance and minimization for losses of waters of the US were achieved on the project site; 13. For NWP 39 and NW 42, the PCN must include a compensatory mitigation proposal to offset losses of waters of the US or justification explaining why compensatory mitigation should not be required. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; 14. For NWP 40 (Agricultural Activities), the PCN must include a compensatory mitigation proposal to offset losses of waters of the US. This NWP does not authorize the relocation of greater than 300 linear feet of existing serviceable drainage ditches constructed in U 6 Ian L?J a non-tidal streams unless, for drainage ditches constructed in intermittent nontidal streams, the District Engineer waives this criterion in writing, and the District Engineer has determined that the project complies with all terms and conditions of this NWT, and that any adverse impacts of the project on the aquatic environment are minimal, both individually and cumulatively; 15. For NWP 43 (Stormwater Management Facilities), the PCN must include, for the construction of new stormwater management facilities, a maintenance plan (in accordance with state and local requirements, if applicable) and a compensatory mitigation proposal to offset losses of waters of the US. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NW, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; 16. For NWP 44 (Mining Activities), the PCN must include a description of all waters of the US adversely affected by the project, a description of measures taken to minimize adverse effects to waters of the US, a description of measures taken to comply with the criteria of the NWP, and a reclamation plan (for all aggregate mining activities in isolated waters and non-tidal wetlands adjacent to headwaters and any hard rock/mineral mining activities); 17. For activities that may adversely affect Federally-listed endangered or threatened species, the PCN must include the name(s) of those endangered or threatened species that may be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work; and 18. For activities that may affect historic properties listed in, or eligible for listing in, the National Register of Historic Places, the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. c. Form of Notification: The standard Individual Permit application form (Form ENG 4345) may be used as the notification but must clearly indicate that it is a PCN and must include all of the information required in (b) (1)-(18) of General Condition 13. A letter containing the requisite information may also be used. d. District Engineer's Decision: In reviewing the PCN for the proposed activity, the District Engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. The prospective permittee may submit a proposed mitigation plan with the PCN to expedite the process. The District Engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed work are minimal. If the District Engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal, after considering mitigation, 1. 7 0 the District Engineer will notify the permittee and include any conditions the District Engineer deems necessary. The District Engineer must approve any compensatory mitigation proposal before the permittee commences work. If the prospective permittee is required to submit a compensatory mitigation proposal with the PCN, the proposal may be either conceptual or detailed. If the prospective permittee elects to submit a compensatory mitigation plan with the a PCN, the District Engineer will expeditiously review the proposed compensatory mitigation plan. The District Engineer must review the plan within 45 days of receiving a complete PCN and determine whether the conceptual or specific proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment. If the net adverse effects of the project on the aquatic environment (after consideration of the compensatory mitigation proposal) are determined by the District Engineer to be minimal, the District Engineer will provide a timely written response to the applicant. The response will state that the project can proceed under the terms and conditions of the NWP. If the District Engineer determines that the adverse effects of the proposed work are more than minimal, then the District Engineer will notify the applicant either: 1. That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an Individual Permit; 2. that the project is authorized under the NWP subject to the applicant's submission of a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level; or 3. that the project is authorized under the NWP with specific modifications or conditions. Where the District Engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment, the activity will be authorized within the 45-day PCN period. The authorization will include the necessary conceptual or specific mitigation or a requirement that the applicant submit a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level. When conceptual mitigation is included, or a mitigation plan is required under item (2) above, no work in waters of the US will occur until the District Engineer has approved a specific mitigation plan. e. Agency Coordination: The District Engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental 0 effects to a minimal level. For activities requiring notification to the District Engineer that result in the loss of greater than \1/2\-acre of waters of the US, the District Engineer will provide immediately (e.g., via facsimile transmission, overnight mail, or other expeditious manner) a copy to the appropriate Federal or state offices (USFWS, state natural resource or water quality agency, EPA, State Historic Preservation Officer (SHPO), and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will then have 10 calendar days from the date the material is transmitted N R, a to telephone or fax the District Engineer notice that they intend to provide substantive, site-specific comments. If so contacted by an agency, the District Engineer will wait an additional 15 calendar days before making a decision on the notification. The District Engineer will fully consider agency comments received within the specified time frame, but will provide no response to the resource agency, except as provided below. The District Engineer will indicate in the administrative record associated with each notification that the resource agencies' concerns were considered. As required by section 305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act, the District Engineer will provide a response to NMFS within 30 days of receipt of any Essential Fish Habitat conservation recommendations. Applicants are encouraged to provide the Corps multiple copies of notifications to expedite M agency notification. f. Wetland Delineations: Wetland delineations must be prepared in accordance with the current method required by the Corps (For NWP 29 see paragraph (b)(9)(iii) for parcels less than (\1/4\-acre in size). The permittee may ask the Corps to delineate the special aquatic site. There may be some delay if the Corps does the delineation. Furthermore, the 45-day period will not start until the wetland delineation has been completed and submitted to the Corps, where appropriate. 14. Compliance Certification. Every permittee who has received NWP verification from the Corps will submit a signed certification regarding the completed work and any required mitigation. The certification will be forwarded by the Corps with the authorization letter and will include: a. A statement that the authorized work was done in accordance with the Corps authorization, including any general or specific conditions; b. A statement that any required mitigation was completed in accordance with the permit conditions; and c. The signature of the permittee certifying the completion of the work and mitigation. 15. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the US authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit (e.g. if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the US for the total project cannot exceed \ 1/3\-acre) . 16. Water Supply Intakes. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may occur in the proximity of a public water supply intake except where the activity is for repair of the public water supply intake structures or adjacent bank stabilization. 9 1 17. Shellfish Beds. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWP 4. 18. Suitable Material. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.) and material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the CWA). 19. Mitigation. The District Engineer will consider the factors discussed below when determining the acceptability of appropriate and practicable mitigation necessary to offset adverse effects on the aquatic environment that are more than minimal. a. The project must be designed and constructed to avoid and minimize adverse effects to waters of the US to the maximum extent practicable at the project site (i.e., on site). b. Mitigation in all its forms (avoiding, minimizing, rectifying, reducing or compensating) will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. c. Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland impacts requiring a PCN, unless the District Engineer determines in writing that some other form of mitigation would be more environmentally appropriate and provides a project-specific waiver of this requirement. Consistent with National policy, the District Engineer will establish a preference for restoration of wetlands as compensatory mitigation, with preservation used only in exceptional circumstances. d. Compensatory mitigation (i.e., replacement or substitution of aquatic resources for those impacted) will not be used to increase the acreage losses allowed by the acreage limits of some of the NWPs. For example, \1/4\-acre of wetlands cannot be created to change a,\3/4\acre loss of wetlands to a \1/2\-acre loss associated with NWP 39 verification. However, \1/2\-acre of created wetlands can be used to reduce the impacts of a \1/2\-acre loss of wetlands to the minimum impact level in order to meet the minimal impact requirement associated with NWPs. e. To be practicable, the mitigation must be available and capable of being done considering costs, existing technology, and logistics in light of the overall project purposes. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferably in the same watershed. f. Compensatory mitigation plans for projects in or near streams or other open waters 10 C e will normally include a requirement for the establishment, maintenance, and legal protection (e.g., easements, deed restrictions) of vegetated buffers to open waters. In many cases, vegetated j buffers will be the only compensatory mitigation required. Vegetated buffers should consist of ?j native species. The width of the vegetated buffers required will address documented water quality or aquatic habitat loss concerns. Normally, the vegetated buffer will be 25 to 50 feet wide on each side of the stream, but the District Engineers may require slightly wider vegetated buffers to address documented water quality or habitat loss concerns. Where both wetlands and open waters exist on the project site, the Corps will determine the appropriate compensatory mitigation (e.g., stream buffers or wetlands compensation) based on what is best for the aquatic environment or, a watershed basis. In cases where vegetated buffers are determined to be the most appropriate form of compensatory mitigation, the District Engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland impacts. g. Compensatory mitigation proposals submitted with the " notification" may be either conceptual or detailed. If conceptual plans are approved under the verification, then the Corps will condition the verification to require detailed plans be submitted and approved by the Corps prior to construction of the authorized activity in waters of the US. h. Permittees may propose the use of mitigation banks, in-lieu fee arrangements or separate activity-specific compensatory mitigation. In all cases that require compensatory mitigation, the mitigation provisions will specify the party responsible for accomplishing and/or complying with the mitigation plan. 20. Spawning Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., excavate, fill, or smother downstream by substantial turbidity) of an important spawning area are not authorized. 21. Management of Water Flows. To the maximum extent practicable, the activity must be designed to maintain preconstruction downstream flow conditions (e.g., location, capacity, and flow rates). Furthermore, the activity must not permanently restrict or impede the passage of normal or expected high flows (unless the primary purpose of the fill is to impound waters) and the structure or discharge of dredged or fill material must withstand expected high flows. The activity must, to the maximum extent practicable, provide for retaining excess flows from the site, provide for maintaining surface flow rates from the site similar to preconstruction conditions, and provide for not increasing water flows from the project site, relocating water, or FJ redirecting water flow beyond preconstruction conditions. Stream channelizing will be reduced to the minimal amount necessary, and the activity must, to the maximum extent practicable, reduce adverse effects such as flooding or erosion downstream and upstream of the project site, unless the activity is part of a larger system designed to manage water flows. In most cases, it will not be a requirement to conduct detailed studies and monitoring of water flow. This condition is only applicable to projects that have the potential to affect waterflows. 11 11 -I While appropriate measures must be taken, it is not necessary to conduct detailed studies to identify such measures or require monitoring to ensure their effectiveness. Normally, the Corps will defer to state and local authorities regarding management of water flow. 22. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to the acceleration of the passage of water, and/or the restricting its flow shall be minimized to the maximum extent practicable. This includes structures and work in navigable waters of the US, or discharges of dredged or fill material. 23. Waterfowl Breeding Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 24. Removal of Temporary Fills. Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation. 25. Designated Critical Resource Waters. Critical resource waters include, NOAA-designated marine sanctuaries, National Estuarine Research Reserves, National Wild and Scenic Rivers, critical habitat for Federally listed threatened and endangered species, coral reefs, state natural heritage sites, and outstanding national resource waters or other waters officially designated by a state as having particular environmental or ecological significance and identified by the District Engineer after notice and opportunity for public comment. The District Engineer may also designate additional critical resource waters after notice and opportunity for comment. a. Except as noted below, discharges of dredged or fill material into waters of the US LN are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, and 44 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. Discharges of dredged or fill materials into waters of the US may be authorized by the above NWPs in National Wild and Scenic Rivers if the activity complies with General Condition 7. Further, such discharges may be authorized in designated critical habitat for Federally listed a threatened or endangered species if the activity complies with General Condition 11 and the USFWS or the NMFS has concurred in a determination of compliance with this condition. b. For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is required in accordance with General Condition 13, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The District Engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 26. Fills Within 100-Year Floodplains. For purposes of this General Condition, 100-year floodplains will be identified through the existing Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps or FEMA-approved local floodplain maps. a. Discharges in Floodplain; Below Headwaters. Discharges of dredged or fill material r?l 12 ?1 into waters of the US within the mapped 100year floodplain, below headwaters (i.e. five cfs), resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, 43, and 44. b. Discharges in Floodway; Above Headwaters. Discharges of dredged or fill material into waters of the US within the FEMA or locally mapped floodway, resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, and 44. c. The permittee must comply with any applicable FEMA-approved state or local floodplain management requirements. 27. Construction Period. For activities that have not been verified by the Corps and the project was commenced or under contract to commence by the expiration date of the NWP (or modification or revocation date), the work must be completed within 12-months after such date (including any modification that affects the project). For activities that have been verified and the project was commenced or under contract to commence within the verification period, the work must be completed by the date determined by the Corps. a For projects that have been verified by the Corps, an extension of a Corps approved completion date maybe requested. This request must be submitted at least one month before the previously approved completion date. FURTHER INFORMATION 1. District Engineers have authority to determine if an activity complies with the terms and conditions of a NWP. 2. NWPs do not obviate the need to obtain other Federal, State, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project. DEFINITIONS Best Management Practices (BMPs): BMPs are policies, practices, procedures, or structures implemented to mitigate the adverse environmental effects on surface water quality resulting from development. BMPs are categorized as structural or nonstructural. A BMP policy may 13 y I I , I affect the limits on a development. Compensatory Mitigation: For purposes of Section 10/404, compensatory mitigation is the restoration, creation, enhancement, or in exceptional circumstances, preservation of wetlands and/or other aquatic resources for the purpose of compensating for unavoidable adverse impacts, which remain, after all appropriate and practicable avoidance and minimization has been achieved. Creation: The establishment of a wetland or other aquatic resource where one did not formerly exist. Enhancement: Activities conducted in existing wetlands or other aquatic resources that increase one or more aquatic functions. Ephemeral Stream: An ephemeral stream hasflowing water only during and for a short duration after, precipitation events in a typical year. Ephemeral stream beds are located above the water table year-round. Groundwater is not a source of water for the stream. Runnoff from rainfall is the primary source of water for stream flow. Farn: Tract: A unit of contiguous land under one ownership that is operated as a farm or part of a farm. Flood Fringe: That portion of the 100-year floodplain outside of the floodway (often referred to as "floodway fringe"). Floodway: The area regulated by Federal, state, or local requirements to provide for the discharge of the base flood so the cumulative increase in water surface elevation is no more than a designated amount (not to exceed one foot as set by the National Flood Insurance Program) within the 100-year floodplain. Independent Utility: A test to determine what constitutes a single and complete project in the Corps regulatory program. A project is considered to have independent utility if it would be constructed absent the construction of other projects in the project area. Portions of a multi- phase project that depend upon other phases of the project do not have independent utility. Phases of a project that would be constructed even if the other phases were not built can be considered as separate single and complete projects with independent utility. Intermittent Stream: An intermittent stream has flowing water during certain times of the year, when groundwater provides water for stream flow. During dry periods, intermittent streams may not have flowing water. Runoff from rainfall is a supplemental source of water for stream flow. Loss of tivaters of the US. Waters of the US that include the filled area and other waters that are permanently adversely affected by flooding, excavation, or drainage because of the regulated activity. Permanent adverse effects include permanent above-grade, at-grade, or below-grade 14 11 - ,. fills that change an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a waterbody. The acreage of loss of waters of the US is the threshold measurement of the impact to existing waters for determining whether a project may qualify for a NWP; it is not a net threshold that is calculated after considering compensatory mitigation that may be used to offset losses of aquatic functions and values. The loss of stream bed includes the linear feet of stream bed that is filled or excavated. Waters of the US temporarily filled, flooded, excavated, or drained, but restored to preconstruction contours and elevations after construction, are not included in the measurement of loss of waters of the US. Impacts to ephemeral waters are only not included in the acreage or linear foot measurements of loss of waters of the US or loss of stream bed, for the purpose of determining compliance with the threshold limits of the NWPs. Non-tidal Medand: An area that, during a year with normal patterns of precipitation has standing or flowing water for sufficient duration to establish an ordinary high water mark. Aquatic vegetation within the area of standing or flowing water is either non-emergent, sparse, or absent. Vegetated shallows are considered to be open waters. The term "open water" includes rivers, streams, lakes, and ponds. For the purposes of the NWPs, this term does not include ephemeral waters. Perennial Stream: A perennial stream has flowing water year-round during a typical year. The water table is located above the stream bed for the most of the year. Groundwater is the primary source of water for stream flow. Runoff from rainfall is a supplemental source of water for stream flow. Permanent Above-grade Fill: A discharge of dredged or fill material into waters of the US, including wetlands, that results in a substantial increase in ground elevation and permanently converts part or all of the waterbody to dry land. Structural fills authorized by NWPs 3, 25, 36, etc. are not included. Preservation: The protection of ecologically important wetlands or other aquatic resources in perpetuity through the implementation of appropriate legal and physical mechanisms. Preservation may include protection of upland areas adjacent to wetlands as necessary to ensure protection and/or enhancement of the overall aquatic ecosystem. Restoration: Re-establishment of wetland and/or other aquatic resource characteristics and function(s) at a site where they have ceased to exist, or exist in a substantially degraded state. Riffle and Pool Complex: Riffle and pool complexes are special aquatic sites under the 404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid movement of water over a course substrate in riffles results in a rough flow, a turbulent surface and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize pools. .l 15 I ' , 1 f Single and Coniplete Project: The term "single and complete project" is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by one owner/developer or partnership or other association of owners/developers (see definition of independent utility). For linear projects, the "single and complete project" (i.e., a single and complete crossing) will apply to each crossing of a separate water of the US (i.e., a single waterbody) at that location. An exception is for linear projects crossing a single waterbody several times at separate and distant locations; each crossing is considered a single and complete project. However, individual channels in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate waterbodies. Stormwater Mana e,?: Stormwater management is the mechanism for controlling stormwater runoff for the purposes of reducing downstream erosion, water quality degradation, and flooding and mitigating the adverse effects of changes in land use on the aquatic environment. Stormwater Managentent Facilities: Stormwater management facilities are those facilities, including but not limited to, stormwater retention and detention ponds and BMPs, which retain water for a period of time to control runoff and/or improve the quality (i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other pollutants) of stormwater runoff. Stream Channelization: The manipulation of a stream channel to increase the rate of water flow through the stream channel. Manipulation may include deepening, widening, straightening, armoring, or other activities that change the stream cross-section or other aspects of stream channel geometry to increase the rate of water flow through the stream channel. A channelized stream remains a water of the US, despite the modifications to increase the rate of water flow. Tidal lVetland: A tidal wetland is a wetland (i.e., water of the US) that is inundated by tidal waters. The definitions of a wetland and tidal waters can be found at 33 CFR 328.3(b) and 33 CFR 328.3(f), respectively. Tidal waters rise and fall in a predictable and measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end where the rise and fall of the water surface can no longer be practically measured in a predictable rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located channelward of the high tide line (i.e., spring high tide line) and are inundated by tidal waters two times per lunar month, during spring high tides. Vegetated Buff: A vegetated upland or wetland area next to rivers, streams, lakes, or other open waters, which separates the open water from developed areas, including agricultural Ian d. Vegetated buffers provide a variety of aquatic habitat functions and values (e.g., aquatic habitat for fish and other aquatic organisms, moderation of water temperature changes, and detritus for aquatic food webs) and help improve or maintain local water quality. A vegetated buffer can be established by maintaining an existing vegetated area or planting native trees, shrubs, and herbaceous plants on land next to openwaters. Mowed lawns are not considered vegetated buffers because they provide little or no aquatic habitat functions and values. The establishment 16 I I p and maintenance of vegetated buffers I a method of compensatory mitigation that can be used in conjunction with the restoration, creation, enhancement or preservation of aquatic habitats to ensure that activities authorized by NWPs result in minimal adverse effects to the aquatic environment. (See General Condition 19.) Vegetated Shallotivs: Vegetated shallows are special aquatic sites under the 404(b)(1) Guidelines. FINAL REGIONAL CONDITIONS FOR NATIONWIDE PERMITS IN THE WILMINGTON DISTRICT They are areas that are permanently inundated and under normal circumstances have rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of vascular rooted plants in freshwater systems. Waterbody: A waterbody is any area that in a normal year has water flowing or standing above ground to the extent that evidence of an ordinary high water mark is established. Wetlands contiguous to the waterbody are considered part of the waterbody. 1. Waters Excluded from NWP or Subject to Additional Notification Requirements: a. The Corps identified waters that will be excluded from use of this NWP. These waters are: 1. Discharges into Waters of the United States designated by either the North Carolina Division of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish spawning area are prohibited during the period between February 15 and June 30, without prior written approval from NCDMF or NCWRC and the Corps. 2. Discharges into Waters of the United States designated as sturgeon spawning areas are prohibited during the period between February 1 and June 30, without prior written approval from the National Marine Fisheries Service (NMFS). b. The Corps identified waters that will be subject to additional notification requirements for activities authorized by this NWP. These waters are: 1. Prior to the use of any NWP in any of the following North Carolina designated waters, applicants must comply with Nationwide Permit General Condition 13. In addition, the applicant must furnish a written statement of compliance with all of the conditions of the applicable Nationwide Permit. The North Carolina designated haters that require additional notification requirements are "Outstanding Resource Waters" (ORW) and "High Quality Waters" (HQW) (as defined by the North Carolina Division of Water Quality), or "Inland Primary Nursery Areas" (IPNA) (as defined by the North Carolina Wildlife Resources Commission), or contiguous wetlands (as defined by the North Carolina Division of Water Quality), or "Primary Nursery Areas" (PNA) (as defined by the North Carolina Division of Marine Fisheries). 17 ., f, 0 2. Applicants for any NWP in a designated "Area of Environmental Concern" (AEC) in the twenty (20) coastal counties of Eastern North Carolina covered by the North Carolina Coastal Area Management Act (CAMA), must also obtain the required CAMA permit. Construction activities may not commence until a copy of the approved CAMA permit is furnished to the appropriate Wilmington District Regulatory Field Office (Wilmington Field Office - P.O. Box 1890, Wilmington, NC 28402 or Washington Field Office - P.O. Box 1000, Washington, NC 27889) for authorization to begin work. 3. Prior to the use of any NWP on a Barrier Island of North Carolina, applicants must comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable Nationwide Permit. 4. Prior to the use of any NWP in a "Mountain or Piedmont Bog" of North Carolina, applicants shall comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Note: The following wetland community types identified in the N.C. Natural Heritage Program document, "Classification of Natural communities of North Carolina (Michael P. Schafale and Alan S. Weakley, 1990), are subject to this regional condition. Mountain Bogs Piedmont Boas Swamp Forest-Bog Complex Upland Depression Swamp Forest Swamp Forest-Bog Complex (Spruce Subtype) Southern Appalachian Bog (Northern Subtype) Southern Appalachian Bog (Southern Subtype) Southern Appalachian Fen 8 5. Prior to the use of any NWP in Mountain Trout Waters within twenty-five (25) designated counties of North Carolina, applicants shall comply with Nationwide General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Notification will include a letter of comments and recommendations from the North Carolina Wildlife Resources Commission (NCWRC), the location of work, a delineation of wetlands, a discussion of alternatives to working in the Mountain Trout Waters, why other alternatives were not selected, and a plan to provide compensatory mitigation for all unavoidable adverse impacts to the Mountain Trout Waters. To facilitate coordination with the NCWRC, the proponent may provide a copy of the notification to the NCWRC concurrent with the notification to the District Engineer. The NCWRC will respond both to the proponent and directly to the Corps of Engineers. The twenty-five (25) designated counties are: Alleghany Ashe Buncombe Burke Avery Yancey Caldwell Wilkes 18 l I II P Cherokee Clay Graham Swain Haywood Henderson Jackson Surry Macon Madison McDowell Stokes Mitchell Polk Rutherford Transylvania Watauga 6. Applicants shall notify the NCDENR Shellfish Sanitation Section prior to dredging in or removing sediment from an area closed to shell fishing where the effluent may be released to an area open for shell fishing or swimming in order to avoid contamination of the disposal area and allow a temporary shellfish closure to be made. Any disposal of sand to the beach should occur between November 1 and April 30 when recreational usage is low. Only clean sand should be used and no dredged sand from closed shell fishing areas. If beach disposal was to occur at times other than stated above or if sand from a closed shell fishing area is to be used, a swim advisory shall be posted and a press release shall be made. NCDENR Shellfish Sanitation Section must be notified before commencing this activity. 2. List of Final Corps Regional Modifications and Conditions for All Nationwide Permits a. Individual or multiple NWPs may not be used for activities that result in the cumulative loss or degradation of greater than 300 total linear feet of perennial streambed or intermittent streambed that exhibits important aquatic function(s). b. Prior to the use of any NWP (except 13, 27, and 39) for any activity that has more than a total of 150 total linear feet of perennial streambed impacts or intermittent streambed impacts (if the intermittent stream has important aquatic function), the applicant must comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Compensatory mitigation is typically required for any impact that requires such notification. [Note: The Corps uses the Intermittent Channel Evaluation Form, located with Permit Information on the Regulatory Program Web Site, to aid in the determination of the intermittent channel stream status. Also, NWPs 13, 27 and 39 have specific reporting requirements.] c. For all Nationwide Permits which allow the use of concrete as a building material, measures will be taken to prevent live or fresh concrete, including bags of uncured concrete, from coming into contact with waters of the state until the concrete has hardened. d. For all Nationwide Permits that allow for the use of riprap material for bank stabilization, filter cloth must be placed underneath the riprap as an additional requirement of its use in North Carolina waters. 1 e. For all NWPs that involve the construction of culverts, measures will be included in the construction that will promote the safe passage of fish and other aquatic organisms. All culverts in the 20 CAMA coastal counties must be buried to a depth of one foot below the Roadway Approach Fill Bankfull Culvert buried below streasnbed to appropriate Steam depth Bottom bed of the stream or wetland. For all culvert construction activities, the dimension, pattern, and profile of the stream, (above and below a pipe or culvert), should not be modified by widening the stream channel or by reducing the depth of the stream. Culvert inverts will be buried at least one foot below the bed of the stream for culverts greater than 48 inches in diameter. For culverts 48 inches in diameter or smaller, culverts must be buried below the bed of the stream to a depth equal to or greater than 20 percent of the diameter of the culvert. Bottomless arch culverts will satisfy this condition. A waiver from the depth specifications in this Regional Condition may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts of complying with this Regional Condition would result in more adverse impacts to the aquatic environment. 3. Additional Regional Conditions Applicable to this Specific Nationwide Permit. The required restoration plan must include a timetable for restoration activities. NORTH CAROLINA DIVISION OF WATER QUALITY GENERAL CERTIFICATION CONDITIONS GC3366 1. These activities do not require written concurrence from the Division of Water Quality as long as they comply with all conditions of this General Certification. If any condition in this Certification cannot be met, application to and written concurrence from DWQ are required. Also, Condition No. 2 is applicable to all streams in basins with riparian area protection rules; 2. Impacts to any stream length in the Neuse, Tar-Pamlico and Randleman River Basins (or any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) requires written concurrence from DWQ in accordance with 15A NCAC 2B.0200. Activities listed as "exempt" from these rules do not need to apply for written concurrence under this Certification. New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico, Randleman and Catawba River Basins shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 213 .0200. All new development shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use of best management practices; 3. Appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to assure compliance with the appropriate turbidity water quality standard; 0 20 n , l (' 4. All sediment and erosion control measures placed in wetlands or waters shall be removed and the original grade restored within two months after the Division of Land Resources has released the project; 5. If an environmental document is required, this Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse; 6. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to DWQ that providing passage would be impractical. Design and placement of culverts including open bottom or bottomless arch culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in aggradation, degradation or significant changes in hydrology of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. The applicant is required to provide evidence that the equilibrium shall be maintained if requested in writing by DWQ. Additionally, when roadways, causeways or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in aggradation, degradation or significant changes in hydrology of streams or wetlands; 7. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the concrete has hardened; 8. All temporary fill shall be removed to the original grade after construction is complete and the site shall be stabilized to prevent erosion; 9. Pipes shall be installed under the road or causeway in all streams to carry at least the 25 year storm event as outlined in the most recent edition of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" so as not 93 to restrict stream flow during use of this Certification; 10. In accordance with North Carolina General Statute Section 143-215.3D(e), any request for written concurrence for a 401 Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one payment to both agencies shall be submitted and will be the higher of the two fees; 11. Additional site-specific conditions may be added to projects for which written concurrence is required or requested under this Certification in order to ensure compliance with all applicable water quality and effluent standards; 12. Concurrence from DWQ that this Certification applies to an individual project shall expire three years from the date of the cover letter from DWQ or on the same day as the expiration date of these corresponding Nationwide and Regional General Permits, whichever is sooner; 21 111 ,' S d ' s H 13. When written concurrence is required, the applicant is required to use the most recent version of the Certification of Completion form to notify DWQ when all work included in the 401 Certification has been completed. NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATE CONSISTENCY Consistent. f7 I u h UJ 22 am m m m m eft " m= ow sm m 3 3 3 3 .; 4 F 3 ! p R 7 i i ; c T ?I 3 I ? o = 7 0 c .. ^ A G E n?r H ? O O G k7 0 0 3 '? ?ti 9 v+ w C.c g n u Fi I n p ? m I y . as p ?_I- 3 . ea O ?? ° ? ICI c o _ . ? _ - a I = v 4c - a^ x o + io B I I I I y 3 + A a I ? I I I ' R ? I I I -? l ? A a r ? a S 7''l T T T'T YI S Fy T FSS F - ? l T T SF S F 5:3 ?f, t .?. ••? LCC[ C m C C C . GiC GI,? r F CC'.?-I? t' ? I ?- 3 0 i I d 1I I .? I I . , o 3 I n x 5 ? cl-.I I S.... F M '.? O I O ? ? Z y n ? r? P P '. n ? i lyn 9 CY O o. ? •, g 5!, A n n ? ca + .. Ja I I I 7 Ja ? I . W? I I I I ? I I I I 'r .:p I I u _ ? N u o j i I I i I ? ' ° o , F I I I 7 A c- o o I I ?° o ° °° f I °I I I C i I I I C G .• I m m Zo - ;u vw 'r{ rt z + J O ' 90 7 ti OD c, SPn z T> m .IJ D O x.Z--. 3> c m n J • m Z ti n -i , 3J S D my D <y i -t -? o D r T < .? < A mD r m `- D cT y £ 3 ? in y j m ? r ? (.l 7 . . . f D u) m D m Z m Cm m a D 9 m m m Z c) Z i7 C7 n o m v v p oc O r- ...{ v v E 3 J 1 1 m r v v Z .um Z Z Z cl - i C) T ` GGS S I I .?. . W W W n '. w c0 ?p I i I D I?: ?Itl?!I > 1 ?L . I I i II L r 1 I I I? ?- ? /? I \ / 77 T III . I T -, \ ? / N'?_/ 1 i ' l n II , ! ? i Tom, I D L I , I , ITS P ? i , I''.-" (, ? ? ,. 1, . ?-? •+ _ .• - •• .r ? ? . Y I Imo. ' / IIp1 ?1 .• Z ???' JJ??''+? 41. _U ? rJ ? ? r11I. I1 ?In ? ? ? -- = ?? •?`? I ?r? / •?.. i?r ??^?!-W ?? ? J p' ? r ??u I f I ? 4 7 ?E .. I ,?? ,, , I ? t I IFS 1-7 F 1? ' m TIT. C?? I ! :i, `? Irr l } ?? r i I o I - i 111 }rl: , I ' l , w 1 A i rn 7] BRIGADE COMBAT TEAM COMPLEX FORT BRAGG. NORTH CAROLINA U. S. ARMY ENGINEER ICT CORPS OF ENGINEERS NEERS c:blU br: Mss own Br. Mo Br. U?IE: °'?'0S souc?(* ` y O pz z TA O m z ti rn c: m N SAVANNAH DISTRICT M suuwnt_o ar: ? won coNrrucr NO, Z 8 I nxm p O m z WATERS OF THE U.S. iLLEbM.E: -m-- w $ _ 0 m IMPACT MAP BURGESS & NIPLE, INC. "E'tANpSp.- 12' 1141' S?IF'. vLOTSGLE: ,SIYtY PLOT MTE M'I?"N - -- - - ., VS 5??111 PROGRAM INVOICE December 2, 2005 DWQ#: N/A COB#: 200501095 Fort Bragg - Gregory Bean Headquarters Fort Bragg Garrison Command (ABN) Building 3-163 Butner Road Fort Bragg, NC 28310-5000 Project: Fort Bragg Brigade Combat Team County: Cumberland You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above reference project through payment of a fez to the North Carolina Ecosystem Enhancement Program. In accordance with 15A NCAC 211.0500, your fee has been calculated as follows (Please note: payment of wetlands is calculated in increments of 0.25 acres). If you have any questions concerning this payment, please call Carol Shaw at 919-733-5205. Riparian Wetlands 0.25 acres x $ 26,246.00 - $ 6,561.50 Non-Riparian Wetlands 0 acres x $ 13,123.00 - $ Saltivater Wetland 0 acres x $131,230.00 $ Stream 368 linear feet x $ 219.00 - $80,592.00 Buffer - Zone 1 0 square feet x $ .96 $ Buffer - Zone 2 0 square feet x $ .96 $ Total amount of payment $87,153.50 Please mail a check madz payable to North Carolina Ecosystem Enhancement Program for the total amount due to the address below. NC DENR Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699-1652 Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters -from the permitting agencies stating that-the permit and/or authorization have been rescinded. YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM THE NC ECOSYSTEM ENHANCEMENT PROGRAM PROIR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE )DEPARTMENT OF ARMY PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION. cc: Liliette Granade, USACE - Wilmington rJJ1 ... E ... PYotwd" Our State North Carolina Ecosystem Enhancement program, 1652 Mail Service Center, Raleigh, NC 27699.1652 / 919.715-0476 / www.nceep.net e 16-03' b5 104: 110 rriUrJ-UCNri-L tF Z1ZI ! 17441y 1-00y ruzl bL u-4 r r 1r- ? C0 SteYl"l. I-al 11 ICDt PROGRAM RECEIPT December 2, 2005 DWQ #: N/A COE #: 200501095 Fort Bragg - Gregory Bean Headquarters Fort Bragg Garrison Command (ABN) Building 3 -163 Butner Road Fort Bragg, NC 28310-5000 Project: Fort Bragg Brigade Combat Team County: Cumberland The North Carolina Ecosystem Enhancement Program (NC EEP) has received a check in the amount of $87,592.00, check number 1007, as payment for the compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit issued for the above referenced project. This receipt serves as notification that the compensatory mitigation requirements for this project have been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local government permits or authorization associated with this activity. The NC EEP, by acceptance of this payment, acknowledges that the NC EEP is responsible for the compensatory mitigation requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated in the table below. River Basin Wetlands Stream Buffer Buffer Cataloging (Acres) (Linear Feet) Zone I Zone 2 Unit (Sq. Ft.) (Sq. Ft.) Riparian Non-Riparian Coastal Marsh Cold C001 Warm Cape Fear 0.04 0 0 0 368 0 0 0 03030004 Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or need additional information, please contact Carol Shaw at (919) 733-5205. Sincerely, S, r rliam Gilmore, PE Director cc: Cyndi Karoly, Wetlands/401 Unit Lillette Granade, USACE - Wilmington Ken Averitte, DWQ Regional Office - Fayetteville File R eS DYlA'L?... ?l?'?2R,GLGf.?L9... PrO t" Oar Stag F4?' OUR North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NO 27699-1652 / 919-715-0476 / www.nceep.net u Triage Check List Date: 6111i/G? Project Name: 1-Q,--? 13r / low DWQ#: 05' County: C V?'_ ?a-/a_,/ To: ? ARO Kevin Barnett ? WaRO Kyle Barnes FRO Ken Averitte ? WiRO Noelle Lutheran/Joanne Steenhuis ? MRO Alan Johnson/Barry Love ? WSRO Daryl Lamb ? RRO Eric Kulz From: Telephone : (919) The file attached is being forwarded to your for your evaluation. Please call if you need assistance. ? Stream length impacted ? Stream determination ? Wetland determination and distance to blue-line surface waters on USFW topo maps ?Minimization/avoidance issues ? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman) ? Pond fill ? Mitigation Ratios ? Ditching ? Are the stream and or wetland mitigation sites available and viable? ? Check drawings for accuracy ? Is the application consistent with pre-application meetings? ? Cumulative impact concern Comments: A i- -f- r P/` /I r Z)s-\'?55 V3 } BURGESS & NIPLE F1 Burgess & Ni p le, Inc. MAY 2 5 2006 12700 Black Forest Lane, Ste. 100 Woodbridge, VA 22192 DENR - WATER QUALITY WETLANDS AND STO RIMATER BRANCH 703 670.6400 Fax 703 670.6250 LETTER OF TRANSMITTAL TO: Division of Water Quality 401/Wetlands Unit Attn: John Dorney 1650 Mail Service Center Raleigh, NC 27699-1650 WE ARE SENDING YOU: DATE: May 24, 2006 JOB NO.: 41444 RE: Nationwide Permit 39/33 Brigade Combat Team Complex (BCT) Cumberland County Fort Bragg, NC 28310 DWQ # 2005-1455 COE #200510195 „ U ® Attached ? Under separate cover via the following items: ? Shop drawings ? Prints ? Plans ? Samples ? Specifications ? Copy of letter ? Change order ? COPIES DATE NO. DESCRIPTION 1 5/24/2006 41444 Response Letter THESE ARE TRANSMITTED: ® For Approval ? Approved as submitted ? Resubmit copies for approval ? For your use ? Approved as noted ? Submit copies for distribution ? As requested ? Returned for correction ? Return corrected prints ? For review and comment ? REMARKS: Seven copies of the PCN was submitted to the Division of Water Quality. Please contact me at 703-670-6400 or at aaustin@burnip.com with any questions or comments. File; Lillette Granade - USACE; John Dorney - DENR; Ken Avcritte - DENR; Cyndi Karoly DENR; Catherine Applegate - Savannah District COE-, Colonel Mark Held - Savannah District COE; Gregory Bean - Directorate of Public Works; Erich Hoffman - Directorate of Public Works-, Kay Lantrip- Archer Western; COPY TO: Craig Galant - B&N SIGNED: r1lij,41,411. sA1K,s(3'n'AU-stit7, nviron °nta cientist 0A1 'R4144411[N R1d(wVPAltraromitta1A)ornry_ATI_LOT_5-24-u6.doc If enclosures are not as noted, kindly notify us at once. US Army Corps of Engineers Re Wilmington Regulatory Field Office 69 Darlington Avenue Wilmington, NC 28402-1890 May 19, 2006 Nationwide Permit 39/33 Brigade Combat Team Complex (BCT) Cumberland County Fort Bragg, NC 28310 DWQ #2005-1455 COE #200510195 Dear Colonel Pulliam: Burgess & Niple, Inc. 12700 Black Forest Lane This letter is written in response to the Memorandum for Colonel Al Aycock dated April site 100 21, 2006 regarding the referenced permit. Woodbridge, VA 22192 703 670.6400 COMMENT #1: Submit as-built surveys of both road crossings. Fax 703 670.6250 RESPONSE: As-built surveys of Impact Area A1, also known as the bottomless culvert, and Impact Area A2, also known as the twin culverts is included as Attachment 1. Impact Area Al was permitted for 0.02 acres of Palustrine Forested Impact (PFO) and 0.00 If of perennial stream. Due to the unsuitable soil material within the culvert area, soil was removed and replaced with materials appropriate to support the culvert foundation and roadway above. The drainage feature contours were affected during this cut and fill. This area was surveyed by McKim and Creed on April 6, 2006. The surveyed location along the centerline of the drainage feature at the bottomless culvert shows the total linear footage of impact as 1001f. Impact Area A2 was also surveyed by McKim and Creed on April 6, 2006. The surveyed location along the centerline of the stream at the twin culverts shows the total linear footage of impact is 143 linear feet (if). The 1431f includes length of culvert, headwall, and associated rip-rap at both ends of the culvert. Impact Area A2 is permitted for 1441f of impact, therefore no further work is proposed for this location. COMMENT #2: Submit an application for an after-the-fact NWP 39. The after-the-fact NWP 39 will address the linear feet of stream impacts, approximated to be 112, impacted by the bottomless culvert structure. The actual length will be determined by the as-built survey and should be measured from inlet flare to outlet flare. Compensatory mitigation is required for this additional impact and should be included in the after-the-fact NWP 39 application. Payment to the NC Ecosystem Enhancement Program is acceptable. 1 9 1 IN Page 2 RESPONSE: An after-the-fact NWP 39 application dated May 29, 2006 is being forwarded under the same cover as this response letter. This application addresses the 100 If (see response to Comment # 1) of impact resulting from the bottomless culvert structure. Compensatory mitigation is offered for this impact in the form of on-site restoration. On-site restoration is commonly thought to be an ecologically preferable alternative to off-site or restoration fund donations as the restoration takes place in close hydrologic proximity to the impacts and provides additional ecosystem continuity, and can be viewed as a form of impact minimization. The applicant proposes on-site restoration instead of Ecosystem Enhancement Program (EEP) donation for 100 If of reported drainage feature impacts at Area A 1 (Bottomless Culvert). Restoration contours will re-establish the function of the stream with a new channel that is in line with the contour drainage feature and takes into account the native soil type. No vegetative plantings will be proposed since the permitted culverting would naturally prohibit the light necessary for plant growth and due to the very small drainage area (1.6 acres) no hydrologic compromise of the new contours is anticipated. We propose to return the drainage feature back to what the issued permit allowed. Drawings detailing the restoration plan for the bottomless culvert are included in Attachment 2. I COMMENT #3: Submit a remediation plan that addresses (1) the restoration of remaining impacted jurisdictional areas above and/or below the bottomless culvert structure and (2) the restoration of impacted jurisdictional areas at the culvert road crossing, which exceeded the 144 linear feet of impacts verified by your 29 November 2005, permit. RESPONSE: The permitted project included a total of 0.02 acres of forested wetland impacts, which at a 2:1 mitigation ratio required 0.04 acre of forested wetland purchase from Ecosystem Enhancement Program (EEP). EEP only sells wetland mitigation credits in 0.25 acre increments. The Fort Bragg BCT complex purchased 0.25 PFO wetland mitigation credits, which provides the project a credit balance of 0.21 acres. The applicant proposes to use this credit as mitigation for the removal of approximately 0.02 acre of riparian vegetation along the downstream bottomless culvert area. In addition, the majority of this area will be incorporated into the onsite mitigation plan discussed in response to comment #2. The receipt for the 0.25-acre wetland purchase from EEP is included as Attachment 3. Upstream of the bottomless culvert area was determined through the as-built to be a non-impacted area, therefore a restoration plan is not included for this area. i?J 1 0 Page 3 The twin culvert area, known as Impact A2, was surveyed and determined through the as-built (as discussed above) as not exceeding the 144 linear feet of impacts as verified by the November 29, 2005 permit. Therefore, a restoration plan is not proposed for this location. L1 COMMENT #4: Field observations indicate that the invert of the traditional twin culverts, are not buried to the appropriate depth. Regional Conditions of N`VP 39 require, "Culvert inverts will be buried at least one foot below the bed of the stream for culverts greater than 49 inches in diameter." Should the as- built survey verify that the culverts were not installed at the appropriate depth, include in your remediation plan submittal a proposal for correcting this instillation error. RESPONSE: Regional Conditions of the NWP 39 requires that "culvert inverts will be buried at least one foot below the bed of the stream for culverts greater than 48 inches in diameter." Area A2, also known as the twin culverts, was surveyed on April 6, 2006 as shown in Attachment 1. This as-built details the culverts in profile showing that the pipes were buried one foot below the bed of the stream as required by the NWP 39 regional conditions. Rip rap at the inlet and outlet will be raised approximately one foot at the inlet and 4 feet at the outlet in order to encourage natural material along the flow lines of the pipe. The design plan for the twin culverts called for rip rap at the inlet and outlet to be flush with pipe. However, at the time of the onsite inspection, construction was not complete at this location. Final design of the twin culverts is illustrated in Attachment 4. Feel free to contact either myself or Lori Whitacre at (703) 670-6400 or via e-mail at aaustin@burnip.com or Lwhitacre@burnip.com. Thank you in advance for your time. Sincerely, Allison Austin Environmental Scientist Enclosures cc: John Dorney, North Carolina DENR Division of Water Quality Ken Averitte, NCDENR Water Quality Section Cyndi Karoly, Division of Water Quality } Page 4 Mr. Ken Jolly, USACE Ms. Lillette Granade, USACE Catherine Applegate, Savannah District Army Corps of Engineers Colonel Mark Held, Savannah District Army Corps of Engineers Gregory Bean, Directorate of Public Works Camille Cole, Directorate of Public Works Kay Lantrip, Archer Western, Inc. Craig Galant, Burgess & Niple, Inc. IIFF? 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ARMY ENGINEER DISTRICT -DO sSSDATriEf DD rrI A FORT BRAGG, NORTH CAROLINA OWN BC CKO BY. SOLICITATION NO.: 2 ti Z m m = CORPS OF ENGINEERS IDA MN SAVANNAH DISTRICT UBMITTED dY w5nsoosr oow CONTRACT NO : m ca i: m BOTTOMLESS CULVERT : S Nno . p w m mZ RESTORATION PLAN aE NAME: CATEGORY COOS w N o y A0 STABILIZATION & BURGESS & NIPLE,INC. ROT CULVERT DETLS DGN 72+-+b3T T" PLANTING DETAILS SIZE: nDT SCALE 1'•70-0' PLOTOATE: SDATf{ - SYMBOL DESCRIPTION DATE BY E [I f PROGRAM IN'V'OICE U H; U E J D December 2, 2005 DWQ#: N/A Fort Bragg - Gregory Bean COE#: 200501095 Headquartcrs Fort Bragg Garrison Command (ABN) Building 3-163 Butner Road Fort Bragg, NC 28310-5000 Project: Fort Bragg Brigade Combat Team County: Cumberland You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above reference project through payment of a fee to the North Carolina Ecosystem Enhancement Program. In accordance with 15A NCAC 214.0500, your fee has been calculated as follows (Please note: payment of wetlands is calculated in increments of 0.25 acres). If you have any questions concerning this payment, please call Carol Shaw at 919-733-5205. Riparian Wetlands 0.25 acres x $ 26,246.00 _ $ 6,561.50 Non-Riparian Wetlands 0 acres x $ 13,123.00 _ $ Saltwater Wetland 0 acres x $131,230.00 - $ Stream 368 linear feet x $ 219.00 - $80,592.00 Buffer -Zone 1 0 square feet x $ ,96 $ Buffer - Zone 2 0 square feet x $ .96 = $ Total amount of payment $87,153.50 Please mail a check made payable to North Carolina Ecosystem Enhancement Program for the total amount due to the address below. NC DENR Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699-1652 Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters -from the permitting agencies stating that the permit and/or authorization have been rescinded. YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM THE NC ECOSYSTEM ENHANCEMENT PROGRAM PROIR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE )DEPARTMENT OF ARMY PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION. cc: Lillette Granade, USACE - Wilmington L ••. ... Proftzti' tq Oar Stag North Carolina Ecosystem Enhancement program, 1652 Mail Service Center, Raleigh, NC 27699-16521919.71,5-0476 / www.nceep.net s 1L IUJ- VJ PJ'2..LVi 1'IMI LG1411 -Gl J1J r aJLL1J 1 -U0J rULJ UL U-1 f t 0 H P-11, CV Ute PROGRAM Fort Bragg - Gregory Bean Headquarters Fort Bragg Garrison Command (ABN) Building 3 -163 Butner Road Fort Bragg, NC 28310-5000 RECEIPT December 2, 2005 DWQ #: NIA COE #: 200501095 o Project: Fort Bragg Brigade Combat Team County: Cumberland The North Carolina Ecosystem Enhancement Program (NC EEP) has received a check in the amount of $87,592.00, check number 1007, as payment for the compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit issued for the above referenced project. This receipt serves as notification that the compensatory mitigation requirements for this project have been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local government permits or authorization associated with this activity. The NC EEP, by acceptance of this payment, acknowledges that the NC EEP is responsible for the compensatory mitigation requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the NC bepartment of Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated in the table below. River Basin Wetlands Stream Buffer Buffer Cataloging (Acres) (Linear Feet) Zone 1 Zone 2 Unit (Sq, Ft.) (Sq. Ft.) Ri arian Non-Riparian Coastal Marsh Cold Coo! Warm Cape Fear 0.04 0 0 0 368 0 0 0 03030004 Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or need additional information, please contact Carol Shaw at (919) 733-5205. Sincerely, rliam Gilmore, PE cc: Cyndi Karoly, Wetlands/401 Unit Director Lillette Granade, USACE - Wilmington Ken Averitto, DWQ Regional Office - Fayetteville File E ... Prot" Ot w vvj' CC'DIE R North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NO 27699-1652 / 919-715-0476 / www.nceep.net a L 01! on owl ow m ELEVATION N N N N N N N liJ 0 It p N O 0 0 0 0 O O 0 N O D + 1 OT O O Z O 0 0 N O I I I IZ7 ? v O I ;u 0 mm N 26: - :Ln O ?O n u 1 m p Z V) _ 77 ? c / V C m) - r0 m c ) E5 m NEW CUL ERT 72" INV UT A 19.0 7 I END ALL I 1 0 m r ? U) O N 01 A 1 1 1 ® 1 \ _ 1 \ tD 1 ! oY 1 / NEW CUL VERT EN8 ALl 72" INV I 21 .96 N 0+8 A N-10 r?i s \ ;u N m O U M O y 1 O s Z D ?O mNi O O O ma O? z7 O ?C %D Z / ? X717 ? O i mn O C O O Z O I m z 0 O Z N O N ."D N N N N to O ELEVATION N W O m m ? x O v) v , O z L 0 x m ?yy DO '0 r :O fNT o n r m •- o O II N O I- O 0 I I I I I v v o ?u to m r- --A C) m 0 O Z N M - z C O C O n ? -+ O O Z Z G7 m O C O Fn r Ln Z m 1 N Ito 1 A 1 N BRIGADE COMBAT TEAM COMPLEX NORTH CAROLINA FORT BRAGG . S. ARMY ENGINEER DISTRICT L:NEO BY: OesI HBO cAO Br: owN Br uATE: ifiOATFiEf soucrAtlcxt No : ?^ . N z A , CORPS OF ENGINEERS : sK Mw . wgtts4B5r,-ooot ? ? ? C MT SAVANNAH DISTRICT SUBMmEO BY. CONTRACT NO.: m p -+ A m HBO x A z mz1 TWIN 72"PIPE FILENAME PAP DGN CATEGORY COOS 113] Y1t N ;o m PLAN & PROFILE BURGESS & NIPLE, INC. TWIN TIINCH SE SZE: ROT - POT OA7 E: DATE BY , t•. ova toA]rt SYMBOL EESCRIPrwN OS- ?4SS V3 NATIONWIDE PERMIT # 39 FOR FORT BRAGG BRIGADE COMBAT TEAM COMPLEX CUMBERLAND COUNTY, NORTH CAROLINA PREPARED FOR: Gregory Bean Department of the Army Department of Public Works (IMSE BRG PW) Headquarters Fort Bragg Garrison Command (ABN) Installation Management Agency a Building 3-1631 Butner Road Fort Bragg, NC 28310-5000 PREPARED BY: BURGESS & NIPLE, INC. 12700 BLACK FOREST LANE, SUITE 100 WOODBRIDGE, VA 22192 MAY 2006 B&N PROJECT No. 41444 F-1 F1 BURGESS & NIPLE LI 5 2006 MAC 2 DEpg ?? Sj??Pyp1ER e?ct? 0 Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. D S - 14S S y3 (It any particular item is not appiicanic to tnis project, picase enter nut Appi?cau?c u, L.,n i 1. Processing 1. Check all of the approval(s) requested for this project: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW #39 (verified) 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: D `c II. Applicant Information 1. Owner/Applicant Information MAY 2 r 7006 Name: Department of the Army Mailing Address: Department of Public Works (IMSE BRG PW) DVr44 O.AbtY Headquarters Fort Bragg Garrison Command (ABt Installation Management Agency Building 3-1631 Butner Road Fort Braes NC 28310-5000 Telephone Number: (910) 396-4009 Fax Number: (910) 432-6908 E-mail Address: Gregory bean@us.army.miI 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Allison Austin Company Affiliation: Burgess & Niple Mailing Address: 12700 Black Forest Lane Suite 100 Woodbridge VA 22192 Telephone Number: (703) 670-6400 Fax Number: (703) 670-6250 E-mail Address: AAustin@burnip.com Page I of 9 Ci III. Project Information 3 Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Fort Braga Brigade Combat Team (BCT) Complex 2. T.I.P. Project Number or State Project Number (NCDOT Only): Property Identification Number (Tax PIN): NA 4. Location County: Cumberland County Nearest Town: Fayetteville, NC Subdivision name (include phase/lot number): NA Directions to site (include road numbers/names, landmarks, etc.): From Fayetteville take All-American Expressway north to Reilly Road heading north approximately 2 miles. The project area is on the left hand side bound by Butner Road to the north and Reilly Road to the east, Longstreet Road to the south and Tank Creek to the west. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) UTM: X:681218 Y: 3891871 6. Property size (acres): The area proposed for the BCT Complex is approximately 136 acres. 7. Name of nearest receiving body of water: McFayden Pond 8. River Basin: Upper Cape Fear (Cataloging Unit 03030004) (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http:Hh2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site has been under construction for the Fort Bragg Brigade Combat Team (BCT) Complex since October 2005. The site consists of modular buildings designed to house troops mess-hall facilities exercise facilities, roads, and utilities. The area surrounding the BCT is used for military base facilities. Pa-e 2 of 9 NA fl, Ell. I? s s IV. t? { 0 V. 10. Describe the overall project in detail, including the type of equipment to be used: The proposed Modularity Development Plan is intended to support a military population of approximately 3,500 active-duty military personnel and consists of two components. The Temporary Stationing Plan will construct temporary facilities until a permanent stationing decision is made by the Army. If there is no longer a requirement for the temporary facilities they will be removed The first Phase of the Temporary Stationing Development Plan is scheduled to provide facilities and support elements with a goal of functionality during the spring of 2006 11. Explain the purpose of the proposed work: In response to the Army's transformation initiative a new Unit of Action (UA) will be temporarily stationed at Fort Brae, effective June 2006 The purpose of the project is to support the UA that has been assigned to Fort Bragg The UA would consist of approximately 3,500 soldiers and their associated equipment. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. The Jurisdictional Determination OD) for the Wetland Delineation, Action ID Number is 2005-00238 The wetland plats were signed on December 13, 2004 by Lillette Granade USACE Wilmington District. A Nationwide 39 and 33 permit was obtained through COE (Action ID 200501095) issued on November 29, 2005 and DWQ (20051455) issued on December 5 2005 The application date was July 20 2005. The Nationwide 39 permit was issued for 0.02 acres of PFO wetland impact and 184 linear feet of perennial stream impact The Nationwide 33 permit was issued for 0.07 acres of temporary PFO wetland impact and 170 linear feet of temporary perennial stream impact. Mitigation was obtained at a 2:1 ratio through the Ecosystem Enhancement Program (EEP) for 0.25 acres (0.02 acre impact) of PFO wetland and 368 linear feet (184 If of impact) of stream. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. NA Page 3 of 9 0 VI. Proposed Impacts to Waters of the United States/Waters of the State ra It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Provide a written description of the proposed impacts: The project under a Nationwide 39, proposes an after-the-fact hermit modification for impacts to a stream feature resulting from a road crossing and placement of a bottomless culvert (Area A 1). On-site mitigation is commonly hought to be an ecologically preferable alternative to off- site or restoration fund donations as the mitigation takes place in close hydrologic proximity to the impacts and p ovides additional ecosystem continuity, and can be viewed as a form of a impact minimization The applicant proposes on-site mitigation instead of EEP donation for 100 if of reported stream feature impacts at Area Al (Bottomless Culvert). The stream feature which was to be avoided by the use of the bottomless culvert, will be restored to preconstruction contours No vegetative plantings will be proposed since the permitted culverting would naturally prohibit the light necessary for plant growth. We propose to return the stream feature back to what the issued permit allowed. A stream restoration plan including cross-sections is included 1. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Nationwide 39 Located within Distance to Area of Wetland Impact Type of wetland 100-year Nearest Impact Site Number Type of Impact (e. forested, marsh, g" Floodplain Stream (acres) (indicate on map) herbaceous, bog, etc.) (es/no) (linear feet) NA NA NA NA NA NA NA NA NA NA NA NA Total Wetland Impact (acres) NA 0 Page 4 of 9 2. List the total acreage (estimated) of all existing wetlands on the property: 6.53 3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. NATIONWI DE 39 Stream Impact Perennial o Average Impact Area of Number Stream Name Type of Impact f ntermittent' I Stream Width Length Impact (indicate on ma) . Before Impact (linear feet) (acres) 2-4 feet Al Tank Creek Road Crossing Perennial 100 <0.01 (permanent) Stream TOTAL PERMANENT STREAM IMPACT (BY LENGTH AND ACREAGE) 100 <0.01 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma) ocean, etc.) (acres) NA NA NA NA NA Total Open Water Impact (acres) NA 5. List the cumulative impact to all Waters of the U.S. resulting from the project: NWP 39 Stream Impact (acres) <0.01 Wetland Impact (acres) NA Open Water Impact (acres) NA Total Impact to Waters of the U.S. (acres) <0.01 Total Stream Impact (linear feet) 100 6. Isolated Waters Do any isolated waters exist on the property? ? Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. NA Page 5 of 9 7. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Current land use in the vicinity of the pond: NA Size of watershed draining to pond: NA Expected pond surface area: NA VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction ca techniques to be followed during construction to reduce impacts. The concept design site layout was geared towards minimizing and avoiding wetland areas and streams associated with the Tank Creek Watershed. The project was permitted in November 2005, with permanent impacts of 0.02 acres of wetland and 184 linear feet of stream. Temporary impacts were permitted at 0.07 acres of wetland and 170 linear feet of stream. The area identified in the previous permit as Impact Area A 1 (bottomless culvert) was permitted for 0.02 acres of wetland and 0.00 if of stream Due to the unsuitable soil material within the culvert area soil was removed and replaced with materials appropriate to support the culvert foundation and roadwav above. The drainawe_feature contours were affected during, this cut and fill. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland Q Page 6 of 9 JL and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at littp•Hli2o.enr.state.ne.us/ncwetlands/strm.ide.litml. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. A Restoration Plan for the NW39- Modification is discussed in Section VI-1 above. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): NA Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of ® public (federal/state) land? Yes X No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes X No ? Page 7 of 9 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 3 (2 for Catawba) NA 2 1.5 NA Total NA NA Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone I. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0244, or.0260. NA XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Existing impervious area is minimal and exists in the northeast area of the project site, surrounding the horse stables. Impervious area is anproximately 5 acres. Proposed impervious area for tile final site design is 44-acres which is approximately 32% of the total site. Page 8 of 9 UIF I.- XIL Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. All sewage will be directed to the Fort Bragg waste water sewage treatment facility located on Post XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes X No ? XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our wcbsite at http://112o.enr.stale.nc.us/ncwetlands. If no, please provide a short narrative description: The site design for the BCT Complex is a temporary stationing facility for troops, the lifesnan of the buildings is six to ten years or when the Army makes a permanent stationing decision. Any future development of the site and impact to downstream water quality is out of our prevue at this time. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). NA 7 N I Ap icant/Agent's Signature Dale (Agent's . nature is valid only if an authorization letter from the applicant is provided.) Page 9 ot9 J Page 1 of I Pape AFB hit 24' 210 littv://www.favettevillenc.neUmaps/inap_ftbragg.gif 9/16/2005 lial: Burgess Inc Niple nl? u; y -1 J ' "1 i w r !• rf. ;^"?' ? ? ? ` ?4 Mtt;L ? ?.•- }?I'`,_ \._` i' J .o ti r t i ?--• ? ? ti 4J• `?..--/ _.y? r'' ? .?-?? ?`• ' M?J,?. , 1.a ?.`b?'tr +'-I '.6' G,'.c??'?s ??,'? ? ? •; u?1' ? -? + !fir ?.-?? 1 ?^?.- ? ' JI ` {'j'«,C? I!•?C y - Ir a . J t` r (-- ??. '?Si4 / \) I ! ,- .' /.'# ?-?'_ ?+' ? `?y-•. ? r.z 1 F. „'? '?? ? W ? ??trr r \cy - \t ? r,? ?4r ?/ ?p__ j?-•-- 31 N ti ? •% -__. Ti 1 /. ,'?tQ? %? 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'? ??I• ? -? /. • fT- 1 I , p r ;' ;`.. ??! , '' ? 1 1" ??-fi----?- , i 1 ??--?-:,?R;- i-?--?-_;,--'-•Z-?i ice` ?' '' ?.•I-.?:--I?r_.._ N BRIGADE COMBAT TEAM COMPLEX c FORT BRAGG, NORTH CAROLINA 1-4CTv o mlma 0' A z . UTILITY MAP m U. S. ARMY ENGINEER DISTRICT My Dv,o?un CORPS OF ENGINEERS D-er. 0<D Br M M SM TATCN NO, MA„SpO5DIXp1 SAVANNAH DISTRICT SUUMiTfEO tlY: COMNACi NO.: INC 13URGESS & NIPLE fLE NAME "fnAHpSPb O°" GTEGORY LOUE: "'"" . , s- PLOT SCALE 0.0T pATE 0 C? U8 m A N Y A H J d- J J '7 1 I U.S. ARMY CORPS OF ENGINELI4-S WILMINGTON DISTRICT Action Id. 200500238 County: Cumberland U.S.G.S. Quad: Overhills NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner: XIH Airborne Corps & Fort Bragg Agent: Rahlff Ingle Attn: F,rich Hoffman Dial Cordy and Associates, Inc. Address: AFZA-PW-N 201 N. Front Street, Suite 601 Fort Bragg, NC 28310 Wilmington, NC 28401 Telephone No.: (910) 396-2867 (910) 251-9790 Property description: Size (acres) 460 acres Nearest Town Fort Braeg Nearest Waterway Tank Creek River Basin Cape Fear River USGS HUC Coordinates N 35.1571 W 79.0109 Location description The property is located adiacent to Tank Creek, south of Hurst Drive, north of Sicily Drive, in an area referred to as the North and South Tank Creek Area, in Fort Brag11, Cumberland County, North Carolina. Indicate Which of the Following Apply: _ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action -under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part•331). There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law oi- our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ® X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean ® Water Act (CWA)(33 USC $ 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and:or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. _ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corp, Regulatory Official identified below on December 13, 2004. Unless there is a chance in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Wilmington, NC at (910) 395-3900 to determine their requirements. 1 Page 1 of 2 1 Action ID: Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Lillette Granade at (910) 251-4829. Basis For Determination: This site exhibits wetland criteria is described in the 1987 Corns Wetland Delineation Manual ind is adiacent to Tank Creek a tributary of the Little River, which is a tributary of the Cane Fear River, a navigable water of the US Determination is based on information provided by Rahlff Ingle of Dial Cordy and Associates, Inc. and a field visit by Lillette Granade on November 8, 2004. Remarks: Corps Regulatory Official: Date December 13, 2004 Expiration Date December 13, 2009 Corps Regulatory Official (Initial): ?rlkd FOR OFFICE USE ONLY: • A plat or sketch of the property and the wetland data form must be attached to the file copy of this form. • A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be I transmitted with the property owner/agent copy of this form. • If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated Determination Information Sheet" to the file copy of this form. H" 0 0 L'_J 1 Page 2 of 2 ?- i IJ I ;,,,,,?. ,y .. ?y ?taC 7 } .ff hw \t:1'T mil'. ?'{ %Ma 1Y ,'?r3t?:.c?Zt Ft- ^•t i Y, ,??M1.'u'i'?Y. k4 f LF>F i} 7j `f ??.: y? yt ?Y 1.Y yp 1 wj aria Ji",<n f?C oi'dJt.? lei ..i ?1:{S? i?.f? ? ) t ,. f YC1 -.1 4 .,f { n z?,+A;??{BYt??i??.+,+l,f+.i1k..4?},y t?ai$,?.9,'?'j '`x???f.?iw,???? Q?r??? i: 4?•d ?lll??, ?c,?q i???;tf??,l„ Py ? i7 c?3?f}? ,-y •.'? y r s O?S ?N1)'I I?L)t',I+JSS N'N yO.It?° i > _ ? I ? If l'L+y. ? ?r Q[I J f rr U> ?fTt`+IC?`p > ty' s?? , ? , wyvlY.t .?' ?S??3xr, i ¢lof L'?,? QuK' ? N ? ? M• i ? r9 u , wk: `?• ,} •7r~-f ,.,(? 1 CPS: ,. { .^ - 9 ?YS tyC?J?t ? d 1 U . ?,? i'1 ' . •d 4< -7 Z'?A?? ??s ?1? ? ??? l ?? ??? ?t? ? ? ??? ? S f ? 3 ? ? ? r tU 1 3 t . Y i ° .I `E .t ?h. ?afis ?I`f??`- j??-?f,J? rte ?: Y ?kr[ ,? t },?.,.r:• Applicant: XIII Airborne Corps & File Number: 200500238 Date: December 13, 2004 Fort Bra _- At tached is: a signed wetland delineation See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of A permission) PROFFERED PERMIT Standard Permit or Letter of permission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SLC?CU;Tr`Tlie, flloyririgiclenifiesyoui,ng?s artcj o?it,ons%xcgatdtflg anzadilnt5lr` it?;c ajij?cal of the al?ovc , . dcots ?oii????d?ttiotlzl ?nforir?atto>iRu?ay?be>Poui'd at http llw? w ttsa'caatt?i niiUiiletJiiu ctionslcw/cecwo/re`s or sire ulattotis'at 33Ci R '?part`331 L _ oi A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) nmodify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, time district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form 1 and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of tttis notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved,ID or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of" 1 this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by ' the division engineer within 60 days of the date of this notice. f] Ld, E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide ne x information for further consideration by the Corps to reevaluate the JD. SEG1a?1?ll RL r tJFS.Tr?iORvPPLAL o0BJEC 1'ION''T,,U ANSINI:I'IAL 1?;IZOFFI IZED'PFRIv1IT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to elari fy the location of information that is already in the administrative record. POWOF11CONT'?CsTtFQRf `,t7ES,1?I.O?SQR?7NkORMATIOI If you have questions regarding this decision If you only have questions regarding the appeal process you and/or the appeal process you may contact: may also contact: Mr. Arthur Middleton, Administrative Appeal Review Officer CESAD-ET-CO-R U.S. Army Corps of Engineers, South Atlantic Division 60 Forsyth Street, Room 9M 15 Atlanta, Georgia 30303-8801 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any rocess You eal f th a i h i d . p e pp e course o ng t ur te government consultants, to conduct investigations of the project s will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in al I site investigations. Date: Telephone number: ® Signature of appellant or agent. e e s s s \JqA 9Q? cowl r &ua-, O '< Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources December 5, 2005 Alan W. Klimek, P.E. Director Division of Water Quality 'DWQ Project # 20051455 Cumberland County Mr. Gregory Bean Department of Public Works (IMSE BRG PW) Headquarters Fort Bragg Garrison Command (ABN) Installation Management Agency Building 3-1631 Butner Road Fort Bragg, NC 28310-5000 Subject Property: Brigade Combat Team Complex (BCT) ® Fort Bragg, NC t? Approval of 401 Water Quality Certification with Additional Conditions, MODIFIED Dear Mr. Bean: 1 You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise permanently impact 0.02 acres of wetlands, temporarily impact 0.07 acres of wetlands and permanently impact 184 feet of streams and temporarily impact 170 feet of streams for the purpose of constructing the Brigade Combat Team Complex (BCT) at the subject property, as described within your application dated November 2, 2005 and received by the N.C. Division of Water Quality (DWQ) on November 2, 2005 and a subsequent modification dated November 28, 2005 (received on November 29, 2005). After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3366 and 3402 (GC's 3366 and 3402). The Certification(s) allows you to use Nationwide Permit(s).33 and 39 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non- discharge, regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or. CAMA Permit. This Certification replaces one issued to you on November 14, 2005. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this. Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now'or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in I SA NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all ofthe other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: 4010versi h N)?Op? Caro)] na 1650 Mal Servt/Express Review Permits Unit Center, Raleigh, North Carolina 27699.1650 dVUllllYll?fJ 2321 Crabtrea Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919.733-1786 / FAX 919-733-6893/ Intomet: htta://h2o.enr.state.nc.us/ncwetlands i E UL L Mr. Gregory Bean Page 2 of 3 December 5, 2005 Amount Approved nits Plan Location or Reference Stream (permanent) 2184 feet Site plan Stream (temporary) 170 feet Site plan 404/LAMA Wetlands (permanent) 0.02 (acres) Site plan 404/LAMA Wetlands (temporary) 0.07 (acres) Site plan 2. Erosion & Sediment Control Practices 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 measure's 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 specified 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 be 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. 3. No Waste, Spoil, Solids, or Fill of Any Kind 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 Pre-Construction Notification. 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. No Sediment & Erosion Control Measures w/n Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 5. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any. subsequent modifications, the applicant is required to return the attached certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. 77. a U The final, written stormwater management plans (including a signed and notarized Operation and Maintenance Agreement) dated November 2, 2005, must be implemented and the stormwater management facilities shall be constructed and operational before any permanent building is occupied at the subject site. The structural stormwater practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of Water Quality. A signed and notarized Operation and Maintenance Agreement as well as a planting plan for these bioretention areas and wet detention ponds must be sent to DWQ within one (1) month of the date of this Certification. The planting plan must include at least a minimum of three tree species (2.5 inch caliper) and three shrub species (3 to 5 gallon size) with information on planting schedule, specifications, quantities, spacing and similar information. These Stormwater Best Management measures must be maintained in a well-functioning manner unless the site reverts to natural (i.e., undeveloped) conditions. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct . impacts to waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA Permit. f;] J hl Mr. Gregory Bean Page 3 of 3 December 5, 2005 6. Written Stormwater Management Plan (No Further Approval Needed but additional information needed) If you. do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John DOrney or Ian McMillan in the Central Office in Raleigh at 919-733-1786 or Ken Averitte in the DWQ Fayetteville Regional Office at 910486-1541. AWK/jrd Enclosures: GC 3306 and 3402 u. Certificate of Completion Erich Hoffman, Wildlife Biologist, Department of the Army, Directorate of Public Works (AFZA-PW.-NE), HQ, Fort Bragg Garrision Command (Abn), Installation Management Agency, Fort Bragg, NC 28310 Lillette Granade, USACE Wilmingotn Regulatory Field Office Ken Averitte, DWQ Fayetteville Regional Office DLR Fayetteville Regional Office File Copy Central Files Allison Austin, Environmental Scientist, Burgess and Niple, 12700 Black Forest Lane, Suite 100, Woodbridge, VA 22192 Filename: 20051455BrigadeCombatTe=Complex(Cumberland)401 Express 0 OF WA 'If Michael F. Easley, Governor William G. Ross Jr., Secretary r North Carolina Department of Environment and Natural Resources Q `C Alan W. Klimek, P.E. Director Division of Water Quality December 5, 2005 DWQ Project # 20051455 Cumberland County Mr. Gregory Bean . Department of Public Works (IMSE BRG PW) Headquarters Fort Bragg Garrison Command (ABN) Installation Management Agency Building 3-1631 Butner Road Fort Bragg, NC 28310-5000 Subject Property: Brigade Combat Team Complex (BCT) Fort Bragg, NC Approval of 401 Water Quality Certification with Additional Conditions, MODIFIED This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this. Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now?or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation maybe required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: Dear Mr. Bean: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise permanently impact 0.02 acres of wetlands, temporarily impact 0.07 acres of wetlands and permanently impact 184 feet of streams and temporarily impact 170 feet of streams for the purpose of constructing the Brigade Combat Team Complex (BCT) at the subject property, as described within your application dated November 2, 2005 and received by the N.C. Division of Water Quality (DWQ) on November 2, 2005 and a subsequent modification dated November 28, 2005 (received on November 29, 2005). After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3366 and 3402 (GC's 3366 and 3402). The Certification(s) allows you to use Nationwide Permit(s) 33 and 39 when issued by the US Army Corps of Engineers (USAGE). In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non- discharge, regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or. LAMA Permit: This Certification replaces one issued to you on November 14, 2005. 1. Impacts Approved The following impacts are hereby approved as long as all of•the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Nt`tttCarotna 4010versight/E?ress Review Permits Unit lllCa, 650 Mail Service Center, Raleigh, North Carolina 27699.1650 321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 hone: 919-733-1786/ FAX 919.733.6893 / Internet: htto://h2o.enr.state.nc.us/ncwetlands A s ?flL t r CJ r i M U Mr. Gregory Bean Page 3 of 3 December 5, 2005 6. Written Storniwater Management Plan (No Further Approval Needed but additional information needed) The final, written stormwater management plans (including a signed and notarized Operation and Maintenance Agreement) dated November 2, 2005, must be implemented and the stormwater management facilities shall be constructed and operational before any permanent building is occupied at the subject site. The structural stormwater practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of Water Quality. A signed and notarized Operation and Maintenance Agreement as well as a planting plan for these bioretention areas and wet detention ponds must be sent to DWQ within one (1) month of the date of this Certification. The planting plan must include at least a minimum of three tree species (2.5 inch caliper) and three shrub species (3 to 5 gallon size) with information on planting schedule, specifications, quantities, spacing and similar information. These Stormwater Best Management measures must be maintained in a well-functioning manner unless the site reverts to natural (i.e., undeveloped) conditions. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct . impacts to waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA Permit. If you. do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John DOrney or Ian McMillan in the Central Office in Raleigh at 919-733-1786 or Ken Averitte in the DWQ Fayetteville Regional Office at 910486-1541. AWK/jrd Enclosures: GC 3306 and 3402 cc: `1 a Certificate of Completion Erich Hoffman, Wildlife Biologist, Department of the Army, Directorate of Public Works (AFZA-PW-NE), HQ, Fort Bragg Garrision Command (Abn), Installation Management Agency, Fort Bragg, NC 28310 Lillette Granade, USACE Wilmingotn Regulatory Field Office Ken Averitte, DWQ Fayetteville Regional Office DLR Fayetteville Regional Office File Copy Central Files Allison Austin, Environmental Scientist, Burgess and Niple, 12700 Black Forest Lane, Suite 100, Woodbridge, VA 22192 Filename: 20051455BrigadeCombatTe=Complex(Cumberland)401 Express is N U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 200501095 County: Cumberland U.S.G.S. Quad: Overhills GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner: Fort Brae Agent: Allison Austirr, Attn: Grettory Bean Burttess & Ninle, Inc. Address: Headquarters Fort Bratttt Garrison Command (ABN) 12700 Black Forest Lane, Suite 100 Building 3-1631 Butner Road Woodbridtte, VA 22192 Fort Brae, NC 28310-5000 Telephone No.: (910) 396-4009 (703) 670-6400 Size and location of property (water body, road name/number, town, etc.): The proposed site for the Brigade Combat Team (BCT) Comnlex is annroximately 136 acres in size and is located adiacent to an unnamed tributarv of Tank AN Creek, iust east of McFayden Pond. The site is bordered by Butner Road on the north, on the east by Reilly Street, and on the south by Lonttstreet Road, in Fort Bratttt, Cumberland County, North Carolina. Description of project area and activity: (1) Dischartte of fill material into 0.02 acres of wetlands for the instillation of a bottomless culvert footer, identified as crossintt Al on the site plan impact man. The bottomless culvert will completely span the stream avoidintt any impacts to the stream at this road crossintt. (2) Dischartte of fill material into 144 linear feet of stream for the construction of a road crossintt at A2. (3) Dischartte of fill material into 40 linear feet of stream for the enlarttement of the existintt crossintt at R1. (4) Temporary impacts to 0.03 acres of wetlands and 100 linear feet of stream for the instillation of utility lines at crossintts T1, T3, T5, T6, T7, T8, T9, T11, T12, and T13. (5) Temporary impacts to 0.04 acres of wetlands and 70 linear feet of stream for the construction of two temporary construction access roads. Temporary impact B1 will be accomplished throutth the use of timber matting, while temporary impact B2 will entail the use of a culvert and riprap. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ? Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number: Nationwide Permit Number: Nationwide Permit 39 and 33 Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone (919) 733-1786) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at (910) 796-7215 This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Lillette Granade at (910) 251-4829. Corps Regulatory Official ZyAolf? Date: November 29, 2005 Expiration Date of Verification: March 18, 2007 Page 1 of 3 I I Action ID: 200501095 County: Cumberland USGS Quad: Overhills GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION SPECIAL CONDITIONS (1) No work in wetlands will commence until the mitigation requirement for this permit has been met. For the permittee to be in compliance with this condition, the Corps of Engineers must receive notification from the North Carolina Ecosystem Enhancement Program that payment has been received for 0.04 acres of riparian wetlands and 368 linear feet of perennial stream (a 2:1 mitigation ratio for the 0.02 acres of wetland and 184 linear feet of stream impacts) at a site within the 03030004 Hydrological Unit Code. (2) All wetlands temporarily impacted by the instillation of utility lines must be restored to preconstruction contours and revegetated with a wetland vegetation seed mix. All stream banks temporarily impacted by the instillation of utility lines must be restored to preconstruction contours. Coir fiber matting and a wetland seed mix must be used for bank stabilization. No rip-rap may be used for bank stabilization at any time. (3) Temporary construction access B 1 is authorized only for and during the construction of the pedestrian walk bridge. Timber matting associated with this temporary impact must be removed within 1 week of completion of the pedestrian walk bridge, and the impacted area restored with a wetland vegetation seed mix. (4) Temporary construction access B2 must be removed within 1 week of completion of the road bridge at crossing A4. In order to minimize impacts to the stream banks, rip-rap associated with this crossing must be installed and removed by hand. Upon removal of the culvert and rip-rap, coin fiber matting and a wetland seed mix must be used for bank stabilization. Any grading within the stream channel necessary to restore a stable slope must be minimal and hand graded. (5) All work authorized by this permit must be preformed in strict compliance with the approved plans. Any deviation in the construction design plans shall be brought to the attention of the Corps of Engineers, Ms. Lillette Granade, Wilmington Regulatory Field Office prior to any active construction in waters or wetlands and any modification to the permit plans must be approved by the Corps of Engineers prior to implementation. (6) The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this permit and any authorized modifications. Copies of this permit and any modifications authorized by the USACE shall be available for review at the construction site at all times. All violations, including non-compliance of these conditions, of the authorized permit shall be reported to the District Engineer within 24 hours of the violation. (7) Except as authorized by this permit or any USACE approved modification to this permit, no excavation, fill, or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this project, within waters or wetlands, or shall any activities take place that cause the degradation of waters or wetlands. In addition, no excavation, fill or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this project, in such a manner as to impair normal flows and circulation patterns within, into, or out of waters or wetlands or to reduce the reach of waters or wetlands. 4i H Page 2 of 3 0 Determination of Jurisdiction: ? Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). ? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued December 13, 2004. Action ID 200500238. Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in the 1987 Corns Wetland Delineation Manual and is adjacent to an unnamed tributary of Tank Creek, a tributary of the Little River, a tributary of the Cape Fear River, a navigable water of the US. Determination is based on information provided by Rahlff Inule, of Dial Cordy and Associates, Inc. and a field visit by Lillette Granade on November 8, 2004. Corps Regulatory Official: Date November 29, 2005 SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. E 4 P [J Page 3 of 3 f Action ID Number: 200501095 County: Cumberland Permittee: Fort Braj!j! Date Permit Issued: November 29, 2005 Project Manager: Lillette Granade Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT REGULATORY FIELD OFFICE Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee HI 1,17 17 Date NATIONWIDE PERMIT 39 DEPARTMENT OF THE ARMY CORPS OF ENGINEERS FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS FEDERAL REGISTER JANUARY 15, 2002 Residential, Commercial, and Institutional Developments. Discharges of dredged or fill Residential developments include multiple and single unit developments. Examples of commercial developments include retail stores, industrial facilities, restaurants, business parks, and shopping centers. Examples of institutional developments include schools, fire stations, government office buildings, judicial buildings, public works buildings, libraries, hospitals, and places of worship. The activities listed above are authorized, provided the activities meet all of the following criteria: material into non-tidal waters of the United States, excluding non-tidal wetlands adjacent to tidal waters, for the construction or expansion of residential, commercial, and institutional building foundations and building pads and attendant features that are necessary for the use and maintenance of the structures. Attendant features may include, but are not limited to, roads, parking lots, garages, yards, utility lines, stormwater management facilities, and recreation facilities such as playgrounds, playing fields, and golf courses (provided the golf course is an integral part of the residential development). The construction of new ski areas or oil and gas wells is not authorized by this nationwide permit. A. The discharge does not cause the loss of greater than \1/2\ acre of non-tidal waters of the United States, excluding non-tidal wetlands adjacent to tidal waters; B. The discharge does not cause the loss of greater than 300 linear feet of a stream bed, unless for intermittent stream beds this criterion is waived in writing pursuant to a determination by the District Engineer, as specified below, that the project complies with all terms and conditions of this nationwide permit and that any adverse impacts of the project on the aquatic environment are minimal, both individually and cumulatively; C. The permittee must notify the District Engineer in accordance with General Condition 13, if any of the following criteria are met: 1. The discharge causes the loss of greater than \1/10\ acre of non-tidal waters of the United States, excluding non-tidal wetlands adjacent to tidal waters; or 2. The discharge causes the loss of any open waters, including perennial or intermittent streams, below the ordinary high water mark (see Note, below), or l 3. The discharge causes the loss of greater than 300 linear feet of intermittent stream bed. In such case, to be authorized the District Engineer must determine that the activity complies Ell d with the other terms and conditions of the nationwide permit, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed: D. For discharges in special aquatic sites, including wetlands, the notification must include a delineation of affected special aquatic sites; E. The discharge is part of a single and complete project; F. The permittee must avoid and minimize discharges into waters of the United States at the project site to the maximum extent practicable. The notification, when required, must include a written statement explaining how avoidance and minimization of losses of waters of the United States were achieved on the project site. Compensatory mitigation will normally be required to offset the losses of waters of the United States. (See General Condition 19.) The notification must also include a compensatory mitigation proposal for offsetting unavoidable losses of waters of the United States. If an applicant asserts that the adverse effects of the project are minimal without mitigation, then the applicant may submit justification explaining why compensatory mitigation should not be required for the District Engineer's consideration; G. When this nationwide permit is used in conjunction with any other nationwide permit, any combined total permanent loss of waters of the United States exceeding \1/10\ acre requires that the permittee notify the District Engineer in accordance with General Condition 13; H. Any work authorized by this nationwide permit must not cause more than minimal degradation of water quality or more than minimal changes to the flow characteristics of any stream (see General Conditions 9 and 21); NO L1 1. For discharges causing the loss of \1/10\ acre or less of waters of the United States, the permittee must submit a report, within 30 days of completion of the work, to the District Engineer that contains the following information: (1) The name, address, and telephone number of the permittee; (2) The location of the work; (3) A description of the work; (4) The type and acreage of the loss of waters of the United States (e.g., \1/2\ acre of emergent wetlands); and (5) The type and acreage of any compensatory mitigation used to offset the loss of waters of the United States (e.g., \1/2\ acre of emergent wetlands created on-site); J. If there are any open waters or streams within the project area, the permittee will establish and maintain, to the maximum extent practicable, wetland or upland vegetated buffers next to those open waters or streams consistent with General Condition 19. Deed restrictions, conservation easements, protective covenants, or other means of land conservation and preservation are required to protect and maintain the vegetated buffers established on the project site. Only residential, commercial, and institutional activities with structures on the foundation(s) or building pad(s), as well as the attendant features, are authorized by this nationwide permit. 2 The compensatory mitigation proposal required in paragraph (f) of this nationwide permit may be either conceptual or detailed. The wetland or upland vegetated buffer required in paragraph 0) of this nationwide permit will determined on a case-by-case basis by the District Engineer for addressing water quality concerns. The required wetland or upland vegetated buffer is part of the overall compensatory mitigation requirement for this nationwide permit. If the project site was previously used for agricultural purposes and the farm owner/operator used Nationwide Permit 40 to authorize activities in waters of the United States to increase production or construct farm buildings, Nationwide Permit 39 cannot be used by the developer to authorize additional activities in waters of the United States on the project site in excess of the acreage limit for Nationwide Permit 39 (i.e., the combined acreage loss authorized under Nationwide Permits 39 and 40 cannot exceed \1/2\ acre). Subdivisions: For residential subdivisions, the aggregate total loss of waters of Unites States authorized by Nationwide Permit 39 cannot exceed\1/2\ acre. This includes any loss of waters associated with development of individual subdivision lots. (Sections 10 and 404) Note: Areas where wetland vegetation is not present should be determined by the presence or absence of an ordinary high water mark or bed and bank. Areas that are waters of the United States based on this criterion would require a Pre-Construction Notification (PCN) although ® water is infrequently present in the stream channel (except for ephemeral waters, which do not ® require PCNs under paragraph (c)(s), above; however, activities that result in the loss of greater than\1/10\ acre of ephemeral waters would require PCNs under paragraph (c)(1), above) are determined by the presence or absence of an ordinary high water mark or bed and bank. Areas that are waters of the United States based on this criteria would require a PCN even though water is infrequently present in the stream channel (except for ephemeral waters). r? 0 J J1 u u f NATIONWIDE PERMIT GENERAL CONDITIONS The following General Conditions must be followed in order for any authorization by a NWP to be valid: 1. Navigation. No activity may cause more than a minimal adverse effect on navigation. 2. Proper Maintenance. Any structure or fill authorized shall be properly maintained, including maintenance to ensure public safety. ® 3. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls ® must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide f line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow. 4. Aquatic Life Movements. No activity may substantially disrupt the necessary life-cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. Culverts placed in streams must be installed to maintain low flow conditions. F .91 E u Hi u 5. Equipment. Heavy equipment working in wetlands must be placed on mats, or other measures must be taken to minimize soil disturbance. 6. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state or tribe in its Section 401 Water Quality Certification and Coastal Zone Management Act consistency determination. 7. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System; or in a river officially designated by Congress as a'study river" for possible inclusion in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation, or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). 8. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 9. Water Quality. 4 L r? a. In certain states and tribal lands an individual 401 Water Quality Certification must be obtained or waived (See 33 CFR 330.4(c)). b. For NWPs 12, 14, 17, 18, 32, 39, 40, 42, 43, and 44, where the state or tribal 401 certification (either generically or individually) does not require or approve water quality management measures, the permittee must provide water quality management measures that will ensure that the authorized work does not result in more than minimal degradation of water quality (or the Corps determines that compliance with state or local standards, where applicable, will ensure no more than minimal adverse effect on water quality). An important component of water quality management includes stormwater management that minimizes degradation of the downstream aquatic system, including water quality (refer to General Condition 21 for stormwater management requirements). Another important component of water quality management is the establishment and maintenance of vegetated buffers next to open waters, including streams (refer to General Condition 19 for vegetated buffer requirements for the NWPs). This condition is only applicable to projects that have the potential to affect water quality. While appropriate measures must be taken, in most cases it is not necessary to conduct detailed studies to identify such measures or to require monitoring. 10. Coastal Zone Management. In certain states, an individual state coastal zone management consistency concurrence must be obtained or waived (see 33 CFR 330.4(d)). 11. Endangered Species. a. No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will destroy or adversely modify the critical habitat of such species. Non-federal permittees shall notify the District Engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project, or is located in the designated critical habitat and shall not begin work on the activity until notified by the District Engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that may affect Federally-listed endangered or threatened species or designated critical habitat, the notification must include the name(s) of the endangered or threatened species that may be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed work. As a result of formal or informal consultation with the FWS or NMFS the District Engineer may add species-specific regional endangered species conditions to the NWPs. b. Authorization of an activity by a NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the USFWS or the NMFS, both lethal and non-lethal "takes" of protected species are in violation of the ESA. Information on the location of threatened and endangered species and their critical U 5 L u 118.. L I LJ F-i L L n U i I `J habitat can be obtained directly from the offices of the USFWS and NMFS or their World Wide Web pages at http://www.fws.gov/r9endspp/endspp.html and http://www.nftns.noaa.gov/prot res/overview/es.html respectively. 12. Historic Properties. No activity that may affect historic properties listed, or eligible for listing, in the National Register of Historic Places is authorized, until the District Engineer has complied with the provisions of 33 CFR part 325, Appendix C. The prospective permittee must notify the District Engineer if the authorized activity may affect any historic properties listed, determined to be eligible, or which the prospective permittee has reason to believe may be eligible for listing on the National Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and existence of historic resources can be obtained from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(g)). For activities that may affect historic properties listed in, or eligible for listing in, the National Register of Historic Places, the notification must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. 13. Notification. a. Timing; where required by the terms of the NWP, the prospective permittee must notify the District Engineer with a preconstruction notification (PCN) as early as possible. The District Engineer must determine if the notification is complete within 30 days of the date of receipt and can request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the District Engineer will notify the prospective permittee that the notification is still incomplete and the PCN review process will not commence until all of the requested information has been received by the District Engineer. The prospective permittee shall not begin the activity: 1. Until notified in writing by the District Engineer that the activity may proceed under the NWP with any special conditions imposed by the District or Division Engineer; or 2. If notified in writing by the District or Division Engineer that an Individual Permit is required; or 3. Unless 45 days have passed from the District Engineer's receipt of the complete notification and the prospective permittee has not received written notice from the District or Division Engineer. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). b. Contents of Notification: The notification must be in writing and include the Lk following information: 6 1 D 1. Name, address and telephone numbers of the prospective permittee; 2. Location of the proposed project; 3. Brief description of the proposed project; the project's purpose; direct and indirect adverse environmental effects the project would cause; any other NWP(s), Regional General Permit(s), or Individual Permit(s) used or intended to be used to authorize any part of the proposed project or any related activity. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP (Sketches usually clarify the project and when provided result in a quicker decision.); 4. For NWPs 7, 12, 14, 18, 21, 34, 38, 39, 40, 41, 42, and 43, the PCN must also include a delineation of affected special aquatic sites, including wetlands, vegetated shallows (e.g., submerged aquatic vegetation, seagrass beds), and riffle and pool complexes (see paragraph 13(f)); 5. For NWP 7 (Cutfall Structures and Maintenance), the PCN must include information regarding the original design capacities and configurations of those areas of the facility where maintenance dredging or excavation is proposed; 6. For NWP 14 (Linear Transportation Projects), the PCN must include a compensatory mitigation proposal to offset permanent losses of waters of the US and a statement describing how temporary losses of waters of the US will be minimized to the maximum extent practicable; 7. For NWP 21 (Surface Coal Mining Activities), the PCN must include an Office of Surface Mining (OSM) or state-approved mitigation plan, if applicable. To be authorized by this NWP, the District Engineer must determine that the activity complies with the terms and conditions of the NWP and that the adverse environmental effects are minimal both individually and cumulatively and must notify the project sponsor of this determination in writing; 8. For NWP 27 (Stream and Wetland Restoration Activities), the PCN must include documentation of the prior condition of the site that will be reverted by the permittee; 9. For NWP 29 (Single-Family Housing), the PCN must also include: i. Any past use of this NWP by the Individual Permittee and/or the permittee's spouse; fl of the permittee; ii. A statement that the single-family housing activity is for a personal residence ?l iii. A description of the entire parcel, including its size, and a delineation of wetlands. For the purpose of this NWP, parcels of land measuring \1/4\-acre or less will not 7 J u require a formal on-site delineation. However, the applicant shall provide an indication of where the wetlands are and the amount of wetlands that exists on the property. For parcels greater than \1/4\-acre in size, formal wetland delineation must be prepared in accordance with the current method required by the Corps. (See paragraph 13(f)); iv. A written description of all land (including, if available, legal descriptions) owned by the prospective permittee and/or the prospective permittee's spouse, within a one mile radius of the parcel, in any form of ownership (including any land owned as a partner, corporation, joint tenant, co-tenant, or as a tenant-by-the-entirety) and any land on which a purchase and sale agreement or other contract for sale or purchase has been executed; 10. For NWP 31 (Maintenance of Existing Flood Control Facilities), the prospective permittee must either notify the District Engineer with a PCN prior to each maintenance activity or submit a five-year (or less) maintenance plan. In addition, the PCN must include all of the following: i. Sufficient baseline information identifying the approved channel depths and configurations and existing facilities. Minor deviations are authorized, provided the approved flood control protection or drainage is not increased; ii. A delineation of any affected special aquatic sites, including wetlands; and, N N_ 0 d dLl A { iii. Location of the dredged material disposal site; 11. For NWP 33 (Temporary Construction, Access, and Dewatering), the PCN must also include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquatic resources; 12. For NWPs 39, 43 and 44, the PCN must also include a written statement to the District Engineer explaining how avoidance and minimization for losses of waters of the US were achieved on the project site; 13. For NWP 39 and NWP 42, the PCN must include a compensatory mitigation proposal to offset losses of waters of the US or justification explaining why compensatory mitigation should not be required. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; 14. For NWP 40 (Agricultural Activities), the PCN must include a compensatory mitigation proposal to offset losses of waters of the US. This NWP does not authorize the relocation of greater than 300 linear feet of existing serviceable drainage ditches constructed in non-tidal streams unless, for drainage ditches constructed in intermittent nontidal streams, the 8 L-11 I. District Engineer waives this criterion in writing, and the District Engineer has determined that the project complies with all terms and conditions of this NWP, and that any adverse impacts of ® the project on the aquatic environment are minimal, both individually and cumulatively; 15. For NWP 43 (Stormwater Management Facilities), the PCN must include, for the construction of new stormwater management facilities, a maintenance plan (in accordance with state and local requirements, if applicable) and a compensatory mitigation proposal to offset losses of waters of the US. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; 16. For NWP 44 (Mining Activities), the PCN must include a description of all a waters of the US adversely affected by the project, a description of measures taken to minimize adverse effects to waters of the US, a description of measures taken to comply with the criteria of the NWP, and a reclamation plan (for all aggregate mining activities in isolated waters and a non-tidal wetlands adjacent to headwaters and any hard rock/mineral mining activities); 17. For activities that may adversely affect Federally-listed endangered or threatened species, the PCN must include the name(s) of those endangered or threatened species that may be affected by the proposed work or utilize the designated critical habitat that may be a affected by the proposed work; and 18. For activities that may affect historic properties listed in, or eligible for listing in, the National Register of Historic Places, the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. c. Form of Notification: The standard Individual Permit application form (Form ENG 4345) may be used as the notification but must clearly indicate that it is a PCN and must include all of the information required in (b) (1)-(18) of General Condition 13. A letter containing the requisite information may also be used. d. District Engineer's Decision: In reviewing the PCN for the proposed activity, the District Engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. The prospective permittee may submit a proposed mitigation plan with the PCN to expedite the process. The District Engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed work are minimal. If the District Engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal, after considering mitigation, the District Engineer will notify the permittee and include any conditions the District Engineer 9 deems necessary. The District Engineer must approve any compensatory mitigation proposal before the permittee commences work. If the prospective permittee is required to submit a compensatory mitigation proposal with the PCN, the proposal may be either conceptual or detailed. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the District Engineer will expeditiously review the proposed compensatory mitigation plan. The District Engineer must review the plan within 45 days of receiving a complete PCN and determine whether the conceptual or specific proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment. If the net adverse effects of the project on the aquatic environment (after consideration of the compensatory mitigation proposal) are determined by the District Engineer to be minimal, the District Engineer will provide a timely written response to the applicant. The response will state that the project can proceed under the terms and conditions of the NWP. If the District Engineer determines that the adverse effects of the proposed work are more than minimal, then the District Engineer will notify the applicant either: 1. That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an Individual Permit; 2. that the project is authorized under the NWP subject to the applicant's submission of a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level; or i i fJ r, ?aI t P,-? L E 0 3. that the project is authorized under the NWP with specific modifications or conditions. Where the District Engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment, the activity will be authorized within the 45-day PCN period. The authorization will include the necessary conceptual or specific mitigation or a requirement that the applicant submit a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level. When conceptual mitigation is included, or a mitigation plan is required under item (2) above, no work in waters of the US will occur until the District Engineer has approved a specific mitigation plan. e. Agency Coordination: The District Engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. For activities requiring notification to the District Engineer that result in the loss of greater than \1/2\-acre of waters of the US, the District Engineer will provide immediately (e.g., via facsimile transmission, overnight mail, or other expeditious manner) a copy to the appropriate Federal or state offices (USFWS, state natural resource or water quality agency, EPA, State Historic Preservation Officer (SHPO), and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will then have 10 calendar days from the date the material is transmitted to telephone or fax the District Engineer notice that they intend to provide substantive, 10 N site-specific comments. If so contacted by an agency, the District Engineer will wait an additional 15 calendar days before making a decision on the notification. The District Engineer will fully consider agency comments received within the specified time frame, but will provide no response to the resource agency, except as provided below. The District Engineer will indicate in the administrative record associated with each notification that the resource agencies' concerns were considered. As required by section 305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act, the District Engineer will provide a response to NMFS within 30 days of receipt of any Essential Fish Habitat conservation recommendations. Applicants are encouraged to provide the Corps multiple copies of notifications to expedite agency notification. f. Wetland Delineations: Wetland delineations must be prepared in accordance with the current method required by the Corps (For NWP 29 see paragraph (b)(9)(iii) for parcels less than (\1/4\-acre in size). The permittee may ask the Corps to delineate the special aquatic site. There may be some delay if the Corps does the delineation. Furthermore, the 45-day period will not start until the wetland delineation has been completed and submitted to the Corps, where appropriate. 14. Compliance Certification. Every permittee who has received NWP verification from the Corps will submit a signed certification regarding the completed work and any required mitigation. The certification will be forwarded by the Corps with the authorization letter and will include: a. A statement that the authorized work was done in accordance with the Corps authorization, including any general or specific conditions; b. A statement that any required mitigation was completed in accordance with the permit conditions; and c. The signature of the permittee certifying the completion of the work and mitigation. 15. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the US authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit (e.g. if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the US for the total project cannot exceed \ 1/3\-acre) . 16. Water Supply Intakes. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may occur in the proximity of a public water supply intake except where the activity is for repair of the public water supply intake structures ® or adjacent bank stabilization. ® 17. Shellfish Beds. No activity, including structures and work in navigable waters of the US 11 fJ u it H" H 0 to waters of the US to the maximum extent practicable at the project site (i.e., on site). or discharges of dredged or fill material, may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWT 4. 18. Suitable Material. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.) and material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the CWA). 19. Mitigation. The District Engineer will consider the factors discussed below when determining the acceptability of appropriate and practicable mitigation necessary to offset adverse effects on the aquatic environment that are more than minimal. a. The project must be designed and constructed to avoid and minimize adverse effects 1 b. Mitigation in all its forms (avoiding, minimizing, rectifying, reducing or compensating) will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. H. 'J LI d s C? L c U c. Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland impacts requiring a PCN, unless the District Engineer determines in writing that some other form of mitigation would be more environmentally appropriate and provides a project-specific waiver of this requirement. Consistent with National policy, the District Engineer will establish a preference for restoration of wetlands as compensatory mitigation, with preservation used only in exceptional circumstances. d. Compensatory mitigation (i.e., replacement or substitution of aquatic resources for those impacted) will not be used to increase the acreage losses allowed by the acreage limits of some of the NWPs. For example, \1/4\-acre of wetlands cannot be created to change a,\3/4\acre loss of wetlands to a \1/2\-acre loss associated with NWP 39 verification. However, \1/2\-acre of created wetlands can be used to reduce the impacts of a \1/2\-acre loss of wetlands to the minimum impact level in order to meet the minimal impact requirement associated with NWPs. e. To be practicable, the mitigation must be available and capable of being done considering costs, existing technology, and logistics in light of the overall project purposes. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferably in the same watershed. f. Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement for the establishment, maintenance, and legal protection 12 ri (e.g., easements, deed restrictions) of vegetated buffers to open waters. In many cases, vegetated buffers will be the only compensatory mitigation required. Vegetated buffers should consist of native species. The width of the vegetated buffers required will address documented water quality or aquatic habitat loss concerns. Normally, the vegetated buffer will be 25 to 50 feet wide on each side of the stream, but the District Engineers may require slightly wider vegetated buffers to address documented water quality or habitat loss concerns. Where both wetlands and open waters exist on the project site, the Corps will determine the appropriate compensatory mitigation (e.g., stream buffers or wetlands compensation) based on what is best for the aquatic environment or, a watershed basis. In cases where vegetated buffers are determined to be the most appropriate form of compensatory mitigation, the District Engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland impacts. g. Compensatory mitigation proposals submitted with the " notification" may be either conceptual or detailed. If conceptual plans are approved under the verification, then the Corps will condition the verification to require detailed plans be submitted and approved by the Corps prior to construction of the authorized activity in waters of the US. h. Permittees may propose the use of mitigation banks, in-lieu fee arrangements or separate activity-specific compensatory mitigation. In all cases that require compensatory mitigation, the mitigation provisions will specify the party responsible for accomplishing and/or complying with the mitigation plan. 20. Spawning Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., excavate, fill, or smother downstream by substantial turbidity) of an important spawning area are not authorized. ® 21. Management of Water Flows. To the maximum extent practicable, the activity must be designed to maintain preconstruction downstream flow conditions (e.g., location, capacity, and flow rates). Furthermore, the activity must not permanently restrict or impede the passage of normal or expected high flows (unless the primary purpose of the fill is to impound waters) and the structure or discharge of dredged or fill material must withstand expected high flows. The activity must, to the maximum extent practicable, provide for retaining excess flows from the site, provide for maintaining surface flow rates from the site similar to preconstruction conditions, and provide for not increasing water flows from the project site, relocating water, or redirecting water flow beyond preconstruction conditions. Stream channelizing will be reduced to the minimal amount necessary, and the activity must, to the maximum extent practicable, reduce adverse effects such as flooding or erosion downstream and upstream of the project site, unless the activity is part of a larger system designed to manage water flows. In most cases, it will not be a requirement to conduct detailed studies and monitoring of water flow. This condition is only applicable to projects that have the potential to affect waterflows. While appropriate measures must be taken, it is not necessary to conduct detailed studies to N 13 L E r] k PI-, r-1 identify such measures or require monitoring to ensure their effectiveness. Normally, the Corps will defer to state and local authorities regarding management of water flow. 22. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to the acceleration of the passage of water, and/or the restricting its flow shall be minimized to the maximum extent practicable. This includes structures and work in navigable waters of the US, or discharges of dredged or fill material. 23. Waterfowl Breeding Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 24. Removal of Temporary Fills. Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation. 25. Designated Critical Resource Waters. Critical resource waters include, NOAA-designated marine sanctuaries, National Estuarine Research Reserves, National Wild and Scenic Rivers, critical habitat for Federally listed threatened and endangered species, coral reefs, state natural heritage sites, and outstanding national resource waters or other waters officially designated by a state as having particular environmental or ecological significance and identified by the District Engineer after notice and opportunity for public comment. The District Engineer may also designate additional critical resource waters after notice and opportunity for comment. [l J P a. Except as noted below, discharges of dredged or fill material into waters of the US are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, and 44 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. Discharges of dredged or fill materials into waters of the US may be authorized by the above NWPs in National Wild and Scenic Rivers if the activity complies with General Condition 7. Further, such discharges may be authorized in designated critical habitat for Federally listed threatened or endangered species if the activity complies with General Condition 11 and the USFWS or the NMFS has concurred in a determination of compliance with this condition. b. For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is required in accordance with General Condition 13, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The District Engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 26. Fills Within 100-Year Floodplains. For purposes of this General Condition, 100-year floodplains will be identified through the existing Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps or FEMA-approved local floodplain maps. ® a. Discharges in Floodplain; Below Headwaters. Discharges of dredged or fill material into waters of the US within the mapped 100year floodplain, below headwaters (i.e. five cfs), 14 '7 resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, 43, and 44. b. Discharges in Floodway; Above Headwaters. Discharges of dredged or fill material into waters of the US within the FEMA or locally mapped floodway, resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, and 44. c. The permittee must comply with any applicable FEMA-approved state or local floodplain management requirements. 27. Construction Period. For activities that have not been verified by the Corps and the project was commenced or under contract to commence by the expiration date of the NWP (or modification or revocation date), the work must be completed within 12-months after such date (including any modification that affects the project). For activities that have been verified and the project was commenced or under contract to commence within the verification period, the work must be completed by the date determined by the Corps. For projects that have been verified by the Corps, an extension of a Corps approved completion date maybe requested. This request must be submitted at least one month before the previously approved completion date. FURTHER INFORMATION I ?J fl- 1. District Engineers have authority to determine if an activity complies with the terms and conditions of a NWT. 2. NWPs do not obviate the need to obtain other Federal, State, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project. DEFINITIONS Best Managenzent Practices (BMPs): BMPs are policies, practices, procedures, or structures implemented to mitigate the adverse environmental effects on surface water quality resulting from development. BMPs are categorized as structural or nonstructural. A BMP policy may affect the limits on a development. 15 I.+ k c 1 Hk ".I V I t [Ji N 11J. F J" [?] Compensatory Mitigation: For purposes of Section 10/404, compensatory mitigation is the restoration, creation, enhancement, or in exceptional circumstances, preservation of wetlands and/or other aquatic resources for the purpose of compensating for unavoidable adverse impacts, which remain, after all appropriate and practicable avoidance and minimization has been achieved. Creation: The establishment of a wetland or other aquatic resource where one did not formerly exist. Enhancement: Activities conducted in existing wetlands or other aquatic resources that increase one or more aquatic functions. Ephemeral Stream: An ephemeral stream has flowing water only during and for a short duration after, precipitation events in a typical year. Ephemeral stream beds are located above the water table year-round. Groundwater is not a source of water for the stream. Runnoff from rainfall is the primary source of water for stream flow. Farm Tract: A unit of contiguous land under one ownership that is operated as a farm or part of a farm. Flood Fringe: That portion of the 100-year floodplain outside of the floodway (often referred to as "floodway fringe"). Floodivay: The area regulated by Federal, state, or local requirements to provide for the discharge of the base flood so the cumulative increase in water surface elevation is no more than a designated amount (not to exceed one foot as set by the National Flood Insurance Program) within the 100-year floodplain. Independent Utility: A test to determine what constitutes a single and complete project in the Corps regulatory program. A project is considered to have independent utility if it would be constructed absent the construction of other projects in the project area. Portions of a multi- phase project that depend upon other phases of the project do not have independent utility. Phases of a project that would be constructed even if the other phases were not built can be considered as separate single and complete projects with independent utility. Intermittent Stream: An intermittent stream has flowing water during certain times of the year, when groundwater provides water for stream flow. During dry periods, intermittent streams may not have flowing water. Runoff from rainfall is a supplemental source of water for stream flow. Loss o waters o the US: Waters of the US that include the filled area and other waters that are permanently adversely affected by flooding, excavation, or drainage because of the regulated activity. Permanent adverse effects include permanent above-grade, at-grade, or below-grade fills that change an aquatic area to dry land, increase the bottom elevation of a waterbody, or 16 1'.11 i fJ Ii L P Li U 0 change the use of a waterbody. The acreage of loss of waters of the US is the threshold measurement of the impact to existing waters for determining whether a project may qualify for a NWP; it is not a net threshold that is calculated after considering compensatory mitigation that may be used to offset losses of aquatic functions and values. The loss of stream bed includes the linear feet of stream bed that is filled or excavated. Waters of the US temporarily filled, flooded, excavated, or drained, but restored to preconstruction contours and elevations after construction, are not included in the measurement of loss of waters of the US. Impacts to ephemeral waters are only not included in the acreage or linear foot measurements of loss of waters of the US or loss of stream bed, for the purpose of determining compliance with the threshold limits of the NWPs. Non-tidal Wetland: An area that, during a year with normal patterns of precipitation has standing or flowing water for sufficient duration to establish an ordinary high water mark. Aquatic vegetation within the area of standing or flowing water is either non-emergent, sparse, or absent. Vegetated shallows are considered to be open waters. The term "open water" includes rivers, streams, lakes, and ponds. For the purposes of the NWPs, this term does not include ephemeral waters. Perennial Stream: A perennial stream has flowing water year-round during a typical year. The water table is located above the stream bed for the most of the year. Groundwater is the primary source of water for stream flow. Runoff from rainfall is a supplemental source of water for stream flow. Permanent Above-grade Fill: A discharge of dredged or fill material into waters of the US, including wetlands, that results in a substantial increase in ground elevation and permanently converts part or all of the waterbody to dry land. Structural fills authorized by NWPs 3, 25, 36, etc. are not included. J H Il Preservation: The protection of ecologically important wetlands or other aquatic resources in perpetuity through the implementation of appropriate legal and physical mechanisms. Preservation may include protection of upland areas adjacent to wetlands as necessary to ensure protection and/or enhancement of the overall aquatic ecosystem. Restoration: Re-establishment of wetland and/or other aquatic resource characteristics and function(s) at a site where they have ceased to exist, or exist in a substantially degraded state. Rime and Pool Complex: Riffle and pool complexes are special aquatic sites under the 404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid movement of water over a course substrate in riffles results in a rough flow, a turbulent surface and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize pools. 17 J fl" H, H Single and Complete Proiect: The term "single and complete project" is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by one owner/developer or partnership or other association of owners/developers (see definition of independent utility). For linear projects, the "single and complete project" (i.e., a single and complete crossing) will apply to each crossing of a separate water of the US (i.e., a single waterbody) at that location. An exception is for linear projects crossing a single waterbody several times at separate and distant locations; each crossing is considered a single and complete project. However, individual channels in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate waterbodies. Stormwater Management: Stormwater management is the mechanism for controlling stormwater runoff for the purposes of reducing downstream erosion, water quality degradation, and flooding and mitigating the adverse effects of changes in land use on the aquatic environment. Stormwater Management Facilities: Stormwater management facilities are those facilities, including but not limited to, stormwater retention and detention ponds and BMPs, which retain water for a period of time to control runoff and/or improve the quality (i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other pollutants) of stormwater runoff. Stream Channelization: The manipulation of a stream channel to increase the rate of water flow through the stream channel. Manipulation may include deepening, widening, straightening, armoring, or other activities that change the stream cross-section or other aspects of stream channel geometry to increase the rate of water flow through the stream channel. A channelized stream remains a water of the US, despite the modifications to increase the rate of water flow. Tidal Wetland: A tidal wetland is a wetland (i.e., water of the US) that is inundated by tidal waters. The definitions of a wetland and tidal waters can be found at 33 CFR 328.3(b) and 33 CFR 328.3(f), respectively. Tidal waters rise and fall in a predictable and measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end where the rise and fall of the water surface can no longer be practically measured in a predictable rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located channelward of the high tide line (i.e., spring high tide line) and are inundated by tidal waters two times per lunar month, during spring high tides. Vegetated Buffer: A vegetated upland or wetland area next to rivers, streams, lakes, or other open waters, which separates the open water from developed areas, including agricultural land. Vegetated buffers provide a variety of aquatic habitat functions and values (e.g., aquatic habitat for fish and other aquatic organisms, moderation of water temperature changes, and detritus for aquatic food webs) and help improve or maintain local water quality. A vegetated buffer can be established by maintaining an existing vegetated area or planting native trees, shrubs, and herbaceous plants on land next to openwaters. Mowed lawns are not considered vegetated buffers because they provide little or no aquatic habitat functions and values. The establishment and maintenance of vegetated buffers I a method of compensatory mitigation that can be used in 18 J conjunction with the restoration, creation, enhancement or preservation of aquatic habitats to ensure that activities authorized by NWPs result in minimal adverse effects to the aquatic environment. (See General Condition 19.) Vegetated Shallows: Vegetated shallows are special aquatic sites under the 404(b)(1) Guidelines. They are areas that are permanently inundated and under normal circumstances have rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of vascular rooted plants in freshwater systems. Waterbodv: A waterbody is any area that in a normal year has water flowing or standing above ground to the extent that evidence of an ordinary high water mark is established. Wetlands contiguous to the waterbody are considered part of the waterbody. FINAI, REGIONAL CONDITIONS FOR NATIONWIDE PERMITS IN THE WILMINGTON DISTRICT 1. Waters Excluded from NWP or Subject to Additional Notification Requirements: a. The Corps identified waters that will be excluded from use of this NWP. These waters are: 1. Discharges into Waters of the United States designated by either the North Carolina Division of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish spawning area are prohibited during the period between February 15 and June 30, without prior written approval from NCDMF or NCWRC and the Corps. 2. Discharges into Waters of the United States designated as sturgeon spawning areas are prohibited during the period between February 1 and June 30, without prior written approval from the National Marine Fisheries Service (NMFS). b. The Corps identified waters that will be subject to additional notification requirements for activities authorized by this NWP. These waters are: 1. Prior to the use of any NWP in any of the following North Carolina designated waters, applicants must comply with Nationwide Permit General Condition 13. In addition, the applicant must furnish a written statement of compliance with all of the conditions of the applicable Nationwide Permit. The North Carolina designated waters that require additional notification requirements are "Outstanding Resource Waters" (ORW) and "High Quality Waters" (HQW) (as defined by the North Carolina Division of Water Quality), or "Inland Primary Nursery Areas" (IPNA) (as defined by the North Carolina Wildlife Resources Commission), or contiguous wetlands (as defined by the North Carolina Division of Water Quality), or "Primary Nursery Areas" (PNA) (as defined by the North Carolina Division of Marine Fisheries). 19 #1 2. Applicants for any NWP in a designated "Area of Environmental Concern" (AEC) in the twenty (20) coastal counties of Eastern North Carolina covered by the North Carolina Coastal Area Management Act (CAMA), must also obtain the required CAMA permit. Construction activities may not commence until a copy of the approved CAMA permit is furnished to the appropriate Wilmington District Regulatory Field Office (Wilmington Field Office - P.O. Box 1890, Wilmington, NC 28402 or Washington Field Office - P.O. Box 1000, Washington, NC 27889) for authorization to begin work. 3. Prior to the use of any NWP on a Barrier Island of North Carolina, applicants must comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable Nationwide Permit. 4. Prior to the use of any NWP in a "Mountain or Piedmont Bog" of North Carolina, applicants shall comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Note: The following wetland community types identified in the N.C. Natural Heritage Program document, "Classification of Natural communities of North Carolina (Michael P. Schafale and Alan S. Weakley, 1990), are subject to this regional condition. Mountain Bogs Piedmont Boas Swamp Forest-Bog Complex Upland Depression Swamp Forest Swamp Forest-Bog Complex (Spruce Subtype) Southern Appalachian Bog (Northern Subtype) Southern Appalachian Bog (Southern Subtype) Southern Appalachian Fen 'I'd fl- EJ H1 5. Prior to the use of any NWP in Mountain Trout Waters within twenty-five (25) designated counties of North Carolina, applicants shall comply with Nationwide General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Notification will include a letter of comments and recommendations from the North Carolina Wildlife Resources Commission (NCWRC), the location of work, a delineation of wetlands, a discussion of alternatives to working in the Mountain Trout Waters, why other alternatives were not selected, and a plan to provide compensatory mitigation for all unavoidable adverse impacts to the Mountain Trout Waters. To facilitate coordination with the NCWRC, the proponent may provide a copy of the notification to the NCWRC concurrent with the notification to the District Engineer. The NCWRC will respond both to the proponent and directly to the Corps of Engineers. The twenty-five (25) designated counties are: Alleghany Ashe Avery Yancey Buncombe Burke Caldwell Wilkes 20 C I. Cherokee Clay Graham Swain Haywood Henderson Jackson Surry Macon Madison McDowell Stokes Mitchell Polk Rutherford Transylvania Watauga 6. Applicants shall notify the NCDENR Shellfish Sanitation Section prior to dredging in or removing sediment from an area closed to shell fishing where the effluent may be released to an area open for shell fishing or swimming in order to avoid contamination of the disposal area and allow a temporary shellfish closure to be made. Any disposal of sand to the beach should occur between November 1 and April 30 when recreational usage is low. Only clean sand should be used and no dredged sand from closed shell fishing areas. If beach disposal was to occur at times other than stated above or if sand from a closed shell fishing area is to be used, a swim advisory shall be posted and a press release shall be made. NCDENR Shellfish Sanitation Section must be notified before commencing this activity. 2. List of Final Corps Regional Modifications and Conditions for All Nationwide Permits a. Individual or multiple NWPs may not be used for activities that result in the cumulative loss or degradation of greater than 300 total linear feet of perennial streambed or intermittent streambed that exhibits important aquatic function(s). b. Prior to the use of any NWP (except 13, 27, and 39) for any activity that has more than a total of 150 total linear feet of perennial streambed impacts or intermittent streambed impacts (if the intermittent stream has important aquatic function), the applicant must comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Compensatory mitigation is typically required for any impact that requires such notification. [Note: The Corps uses the Intermittent Channel Evaluation Form, located with Permit Information on the Regulatory Program Web Site, to aid in the determination of the intermittent channel stream status. Also, NWPs 13, 27 and 39 have specific reporting requirements.] c. For all Nationwide Permits which allow the use of concrete as a building material, measures will be taken to prevent live or fresh concrete, including bags of uncured concrete, from coming into contact with waters of the state until the concrete has hardened. d. For all Nationwide Permits that allow for the use of riprap material for bank stabilization, filter cloth must be placed underneath the riprap as an additional requirement of its use in North Carolina waters. e. For all NWPs that involve the construction of culverts, measures will be included in the construction that will promote the safe passage of fish and other aquatic organisms. All culverts in the 20 CAMA coastal counties must be buried to a depth of one foot below the Roadway Approach Fill Hfitll Culvert buried below strearnbed to appropriate t Stream depth Bottom bed of the stream or wetland. For all culvert construction activities, the dimension, pattern, and profile of the stream, (above and below a pipe or culvert), should not be modified by widening the stream channel or by reducing the depth of the stream. Culvert inverts will be buried at least one foot below the bed of the stream for culverts greater than 48 inches in diameter. For culverts 48 inches in diameter or smaller, culverts must be buried below the bed of the stream to a depth equal to or greater than 20 percent of the diameter of the culvert. Bottomless arch culverts will satisfy this condition. A waiver from the depth specifications in this Regional Condition may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts of complying with this Regional Condition would result in more adverse impacts to the aquatic environment. 1 3. Additional Regional Conditions Applicable to this Nationwide Permit a. Discharges in wetlands and in perennial streams for stormwater management facilities are prohibited under this NWP. b. Single-family recreational facilities are not authorized under NWP 39. Recreational facilities, if they are incorporated into and serving an entire residential, commercial, or institutional development, can be authorized by this NWP. NORTH CAROLINA DIVISION OF WATER QUALITY GENERAL CERTIFICATION CONDITIONS GS3362 1. Enumerating and Reporting of Impacts: a. Streams - Impacts to streams as determined by the Division of Water Quality shall be measured as length of the centerline of the normal flow channel. Permanent and/or temporary stream impacts shall be enumerated on the entire project for all impacts regardless of which 404 Nationwide Permits are used. Stream relocations and streambed and/or bank hardening are considered to be permanent stream impacts. Any activity that results in a loss of use of stream functions including but not limited to filling, relocating, flooding, excavation, dredging and complete shading shall be considered stream impacts. Enumeration of impacts to streams shall include streams enclosed by bottomless culverts, bottomless arches or other spanning structures when a 404 Permit is used anywhere in a project unless the entire structure (including construction impacts) spans the entire bed and both banks of the stream, is only used for a road, driveway or path crossing, and is not mitered to follow the stream pattern. Impacts for dam footprints and flooding will count toward the threshold for stream impacts, but flooding upstream of the dam will not (as long as no filling, excavation, relocation or other modification of the existing stream dimension, pattern or profile occurs) count towards mitigation. b. Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall be measured as area. Permanent and/or temporary wetland impacts shall be enumerated on the entire 22 [I f project for all impacts regardless of which 404 Nationwide Permits are used. Any activity that results in a loss of use of wetland functions including but not limited to filling, excavating, draining, and flooding shall be considered wetland impacts. Enumeration of impacts to wetlands shall include activities that change the hydrology of a wetland when a 404 Permit is used anywhere in a project. c. Lakes and Ponds - Impacts to waters other than streams and wetlands as determined by the Division of Water Quality shall be measured as area. Permanent and/or temporary water impacts shall be enumerated on the entire project for all impacts proposed regardless of which 404 Nationwide Permits are used. Any activity that results in a loss of use of aquatic functions including but not limited to filling and dredging shall be considered waters impacts. Application Thresholds - Stream, wetland and water impacts that exceed any of the thresholds below require a complete application and written concurrence to use this Certification: Total stream impacts of greater or equal to 150 cumulative feet of stream length for the entire project require written notification to and approval by the Division of Water Quality, and/or I. u r 4 i- nL Hi Impacts to waters of equal to or greater than 1/3 of an acre require written notification to and approval by the Division of Water Quality, and/or Wetland impacts of greater or equal to 1/3 of an acre east of I-95 and 1/10 of an acre west of 1-95 require written notification to and approval by the Division of Water Quality except as specified below. Any impacts to wetlands adjacent to waters designated as ORW, SA, WS-I, WS-II or Trout or are designated as a North Carolina or National Wild and Scenic River and wetlands classified as SWL and/or UWL as well as wetlands described in 15A NCAC 2H .0506 (e) require a complete application and written concurrence from the Division of Water Quality to use this Certification. These thresholds apply for the entire project regardless of the number of Nationwide Permits applicable to the Certification that are issued by the USACE for the project; Written notification to DWQ is required for all applications that propose to use Nationwide Permit 18. This notification requirement will be satisfied by providing two (2) copies of the PCN form to DWQ at the same time that the PCN form is sent to the US Army Corps of Engineers. A formal application and fee is not required unless DWQ decides that an Individual Certification will be required for the project. In this case, the applicant will be notified in writing from DWQ within 30 days of the receipt of the written notification. Proposed fill or substantial modification of any amount of wetlands classified in accordance with 15A NCAC 2B .0101(e)(7) as Unique Wetlands (UWL) shall require written concurrence from the Division of Water Quality; 2. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) requires written concurrence for this Certification from DWQ in accordance with 15A NCAC 2B.0200. Activities listed as "exempt" from these rules do not need to apply for 23 LdT written concurrence under this Certification. New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse and Tar- Pamlico River Basins shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0200. All new development shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent ?j practicable through the use of best management practices; 3. Additional site-specific stormwater management requirements may be added to this Certification at DWQ's discretion on a case-by-case basis for projects that have or are anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater management shall be designed to remove 85% TSS according to the latest version of DWQ's Stormwater Best Management Practices manual at a minimum. Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as watersheds that are classified as nutrient sensitive waters (NSW), water supply waters (WS), trout waters (Tr), high quality waters (HQW), and outstanding resource waters (ORW), the Division shall require that extended detention wetlands, bio-retention areas, and ponds followed by forested filter strips (designed according to latest version of the NC DENR Stormwater Best Management Practices Manual) be constructed as part of the stormwater management plan when a site-specific stormwater management plan is required. For streams classified as Water Supply, High Quality Waters and Outstanding Resource Waters, post-construction, on-site stormwater management shall be required as appropriate and as outlined in 15A NCAC 2B .0104(m) and 2H .1000 to .1007, respectively, in addition to that required in this General Certification. Alternative designs may be requested by the applicant and will be reviewed on a case-by-case basis by the Division of Water Quality. Approval of stormwater management plans by the Division of Water Quality's other existing state stormwater programs including appropriate local programs are sufficient to satisfy this Condition as long as the stormwater management plans meet or exceed the design requirements specified in this condition. This condition applies unless more stringent requirements are in effect from other state water quality programs. Unless specified otherwise in the approval letter, the final written stormwater management plan shall be approved in writing by the Division of Water Quality's Wetlands Unit before the impacts specified in this Certification occur. The facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building or other structure is occupied at the subject site, the facilities (as approved by the Wetlands Unit) shall be constructed and operational, and the stormwater management plan (as approved by the Wetlands Unit) shall be implemented. The structural stormwater practices as approved by the Wetlands Unit as well as drainage patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization 24 CI u from the Division of Water Quality. 4. Compensatory stream mitigation shall be required at a 1:1 ratio for all perennial and intermittent stream impacts equal to or exceeding 150 feet and that require application to DWQ in watersheds classified as ORW, HQW, Tr, WS-1 and WS-II; 5. In accordance with North Carolina General Statute Section 143-215.3D(e), any application a 401 Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one payment to both agencies shall be submitted and will be the higher of the two fees; 6. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for for impacts to 150 linear feet or more of streams and/or one acre or more of wetlands for an entire project. For linear public transportation projects, impacts equal to or exceeding 150 feet per stream may require mitigation. In addition, buffer mitigation may be required for any project with Riparian Area Protection Rules (Buffer Rules) in effect at the time of application for buffer impacts resulting from activities classified as "allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer, wetland and stream mitigation requirements shall be made for any Certification for this Nationwide Permit. The most current design and monitoring protocols from DWQ shall be followed and written plans submitted for DWQ approval as required in those protocols. When compensatory mitigation is required for a project, the mitigation plans must be approved by DWQ in writing before the impacts approved by the Certification occur, unless otherwise specified in the approval letter. The mitigation plan must be implemented and/or constructed before any permanent building or structure on site is occupied. In the case of public road projects, the mitigation plan must be implemented before the road is opened to the traveling public. Please note that if a stream relocation is conducted as a stream restoration as defined in The Internal Technical Guide for Stream Mork in North Carolina, April 2001, the restored length can be used as compensatory mitigation for the impacts resulting from the relocation; 7. For any project involving re-alignment of streams, a stream relocation plan must be included with the 401 application for written DWQ approval. Relocated stream designs should include the same dimensions, patterns and profiles as the existing channel (or a stable reference reach if the existing channel is unstable), to the maximum extent practical. The new channel should be constructed in the dry and water shall not be turned into the new channel until the banks are stabilized. Vegetation used for bank stabilization shall be limited to native woody species, and should include establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated channel to the maximum extent practical. A transitional phase incorporating coir fiber and seedling establishment is allowable. Also, rip-rap, A-Jacks, concrete, gabions or other hard structures may be allowed if it is necessary to maintain the physical integrity of the stream, but the applicant must provide written justification and any calculations used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is not practical on-site, then stream impact will need to be mitigated elsewhere. Please note that if a stream relocation is conducted as a stream restoration as defined in The Internal 25 l CI Technical Guide for Stream Work in North Carolina, April 2001, the restored length can be used as compensatory mitigation for the impacts resulting from the relocation; 8. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to DWQ that providing passage would be impractical. Design and placement of culverts including open bottom or bottomless arch culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in aggradation, degradation or significant changes in hydrology of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. The applicant is required to provide evidence that the equilibrium shall be maintained if requested to do so in writing by DWQ. Additionally, when roadways, causeways or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in aggradation, degradation or significant changes in hydrology of streams or wetlands; 9. That appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to assure compliance with the appropriate turbidity water quality standard; 10. All sediment and erosion control measures placed in wetlands and waters shall be removed and the original grade restored within two months after the Division of Land Resources has released the project; 11. That additional site-specific conditions may be added to projects proposed under this Certification in order to ensure compliance with all applicable water quality and effluent standards; 12. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the concrete has hardened; 13. If an environmental document is required, this Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse; 14. If this Certification is used to access building sites, all lots owned by the applicant must be buildable without additional fill beyond that explicitly allowed under other General Certifications. The applicant is required to provide evidence that the lots are buildable without requiring additional impacts to wetlands, waters or buffers if required to do so in writing by DWQ. For road construction purposes, this Certification shall only be utilized from natural high 26 ground to natural high ground; 15. Deed notifications or similar mechanisms shall be placed on all lots with remaining 17. Concurrence from DWQ that this Certification applies to an individual project shall expire three years from the date of the cover letter from DWQ or on the same day as the expiration date of the corresponding Nationwide Permit 39, whichever is sooner. NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATE CONSISTENCY Consistent. jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of issuance of the 401 Certification letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. DWQ shall be sent copies of all deed restrictions applied to these lots; 16. When written concurrence is required, the applicant is required to use the most recent version of the Certification of Completion form to notify DWQ when all work included in the 401 Certification has been completed; I J 27 NATIONWIDE PERMIT 33 DEPARTMENT OF THE ARMY CORPS OF ENGINEERS FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS FEDERAL REGISTER JANUARY 15, 2002 Temporary Construction, Access and De`vatering: Temporary structures, work and discharges, including cofferdams, necessary for construction activities or access fills or dewatering of construction sites; provided that the associated primary activity is authorized by the Corps of Engineers or the U.S. Coast Guard (USCG), or for other construction activities not subject to the Corps or USCG regulations. Appropriate measures must be taken to maintain near normal downstream flows and to minimize flooding. Fill must be of materials, and placed in a manner, that will not be eroded by expected high flows. The use of dredged material may be allowed if it is determined by the District Engineer that it will not cause more than minimal adverse effects on aquatic resources. Temporary fill must be entirely removed to upland areas, or dredged material returned to its original location, following completion of the construction activity, and the affected areas must be restored to the pre-project conditions. Cofferdams cannot be used to dewater wetlands or other aquatic areas so as to change their use. Structures left in place after cofferdams are removed require a section 10 permit if located in navigable waters of the United States. (See 33 CFR part 322). The permittee must notify the District Engineer in accordance with the "Notification" general condition. The notification must also include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquatic resources. The District Engineer will add special conditions, where necessary, to ensure environmental adverse effects is minimal. Such conditions may include: Limiting the temporary work to the minimum necessary; requiring seasonal restrictions; modifying the restoration plan; and requiring alternative construction methods (e.g., construction mats in wetlands where practicable.). (Sections 10 and 404) n., r. ?I [- Id NATIONWIDE PERMIT GENERAL CONDITIONS The following General Conditions must be followed in order for any authorization by a NWP to be valid: 1. Navigation. No activity may cause more than a minimal adverse effect on navigation. 2. Proper Maintenance. Any structure or fill authorized shall be properly maintained, including maintenance to ensure public safety. 3. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow. 4. Aquatic Life Movements. No activity may substantially disrupt the necessary life-cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. Culverts placed in streams must be installed to maintain low flow conditions. 5. Equipment. Heavy equipment working in wetlands must be placed on mats, or other measures must be taken to minimize soil disturbance. 6. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state or tribe in its Section 401 Water Quality Certification and Coastal Zone Management Act consistency determination. 7. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System; or in a river officially designated by Congress as a'study river" for possible inclusion in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation, or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). 8. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 9. Water Quality. 2 E L a. In certain states and tribal lands an individual 401 Water Quality Certification must be obtained or waived (See 33 CFR 330.4(c)). b. For NWPs 12, 14, 17, 18, 32, 39, 40, 42, 43, and 44, where the state or tribal 401 certification (either generically or individually) does not require or approve water quality management measures, the permittee must provide water quality management measures that will ensure that the authorized work does not result in more than minimal degradation of water quality (or the Corps determines that compliance with state or local standards, where applicable, will ensure no more than minimal adverse effect on water quality). An important component of water quality management includes stormwater management that minimizes degradation of the downstream aquatic system, including water quality (refer to General Condition 21 for stormwater management requirements). Another important component of water quality management is the establishment and maintenance of vegetated buffers next to open waters, including streams (refer to General Condition 19 for vegetated buffer requirements for the NWPs). This condition is only applicable to projects that have the potential to affect water quality. While appropriate measures must be taken, in most cases it is not necessary to conduct detailed studies to identify such measures or to require monitoring. 10. Coastal Zone Management. In certain states, an individual state coastal zone management consistency concurrence must be obtained or waived (see 33 CFR 330.4(d)). 11. Endangered Species. a. No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will destroy or adversely modify the critical habitat of such species. Non-federal permittees shall notify the District Engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project, or is located in the designated critical habitat and shall not begin work on the activity until notified by the District Engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that may affect Federally-listed endangered or threatened species or designated critical habitat, the notification must include the name(s) of the endangered or threatened species that may be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed work. As a result of formal or informal consultation with the FWS or NMFS the District Engineer may add species-specific regional endangered species conditions to the NWPs. b. Authorization of an activity by a NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the USFWS or the NMFS, both lethal and non-lethal "takes" of protected species are in violation of Li?? 3 LI 1 the ESA. Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the USFWS and NMFS or their World Wide Web pages at http://www.fws.gov/r9endspp/endspp.html and http://www.nfins.noaa.gov/prot res/overview/es.html respectively. 12. Historic Properties. No activity that may affect historic properties listed, or eligible for listing, in the National Register of Historic Places is authorized, until the District Engineer has complied with the provisions of 33 CFR part 325, Appendix C. The prospective permittee must notify the District Engineer if the authorized activity may affect any historic properties listed, determined to be eligible, or which the prospective permittee has reason to believe may be eligible for listing on the National Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and existence of historic resources can be obtained from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(8)). For activities that may affect historic properties listed in, or eligible for listing in, the National Register of Historic Places, the notification must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. 13. Notification. a. Timing; where required by the terms of the NWP, the prospective permittee must notify the District Engineer with a preconstruction notification (PCN) as early as possible. The District Engineer must determine if the notification is complete within 30 days of the date of receipt and can request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the District Engineer will notify the prospective permittee that the notification is still incomplete and the PCN review process will not commence until all of the requested information has been received by the District Engineer. The prospective permittee shall not begin the activity: 1. Until notified in writing by the District Engineer that the activity may proceed under the NWP with any special conditions imposed by the District or Division Engineer; or 2. If notified in writing by the District or Division Engineer that an Individual Permit is required; or 3. Unless 45 days have passed from the District Engineer's receipt of the complete notification and the prospective permittee has not received written notice from the District or Division Engineer. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). b. Contents of Notification: The notification must be in writing and include the following information: 4 C 6 I'.1 1. Name, address and telephone numbers of the prospective permittee; 2. Location of the proposed project; 3. Brief description of the proposed project; the project's purpose; direct and indirect adverse environmental effects the project would cause; any other NWP(s), Regional General Permit(s), or Individual Permit(s) used or intended to be used to authorize any part of the proposed project or any related activity. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP (Sketches usually clarify the project and when provided result in a quicker decision.); 4. For NWPs 7, 12, 14, 18, 21, 34, 38, 39, 40, 41, 42, and 43, the PCN must also include a delineation of affected special aquatic sites, including wetlands, vegetated shallows (e.g., submerged aquatic vegetation, seagrass beds), and riffle and pool complexes (see paragraph 13(o); 5. For NWP 7 (Cutfall Structures and Maintenance), the PCN must include information regarding the original design capacities and configurations of those areas of the facility where maintenance dredging or excavation is proposed; 6. For NWP 14 (Linear Transportation Projects), the PCN must include a compensatory mitigation proposal to offset permanent losses of waters of the US and a statement describing how temporary losses of waters of the US will be minimized to the maximum extent practicable; 7. For NWP 21 (Surface Coal Mining Activities), the PCN must include an Office of Surface Mining (OSM) or state-approved mitigation plan, if applicable. To be authorized by this NWP, the District Engineer must determine that the activity complies with the terms and conditions of the NWP and that the adverse environmental effects are minimal both individually and cumulatively and must notify the project sponsor of this determination in writing; 8. For NWP 27 (Stream and Wetland Restoration Activities), the PCN must include documentation of the prior condition of the site that will be reverted by the permittee; 9. For NWP 29 (Single-Family Housing), the PCN must also include: i. Any past use of this NWP by the Individual Permittee and/or the permittee's spouse; ii. A statement that the single-family housing activity is for a personal residence of the permittee; iii. A description of the entire parcel, including its size, and a delineation of 5 n wetlands. For the purpose of this NWP, parcels of land measuring \1/4\-acre or less will not require a formal on-site delineation. However, the applicant shall provide an indication of where the wetlands are and the amount of wetlands that exists on the property. For parcels greater than \1/4\-acre in size, formal wetland delineation must be prepared in accordance with the current method required by the Corps. (See paragraph 13(f)); iv. A written description of all land (including, if available, legal descriptions) owned by the prospective permittee and/or the prospective permittee's spouse, within a one mile radius of the parcel, in any form of ownership (including any land owned as a partner, corporation, joint tenant, co-tenant, or as a tenant-by-the-entirety) and any land on which a ® purchase and sale agreement or other contract for sale or purchase has been executed; 10. For NWP 31 (Maintenance of Existing Flood Control Facilities), the prospective permittee must either notify the District Engineer with a PCN prior to each maintenance activity or submit a five-year (or less) maintenance plan. In addition, the PCN must include all of the following: i. Sufficient baseline information identifying the approved channel depths and configurations and existing facilities. Minor deviations are authorized, provided the approved flood control protection or drainage is not increased; ii. A delineation of any affected special aquatic sites, including wetlands; and, iii. Location of the dredged material disposal site; 11. For NWP 33 (Temporary Construction, Access, and Dewatering), the PCN must also include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquatic resources; 12. For NWPs 39, 43 and 44, the PCN must also include a written statement to the District Engineer explaining how avoidance and minimization for losses of waters of the US were achieved on the project site; 13. For NWP 39 and NWP 42, the PCN must include a compensatory mitigation proposal to offset losses of waters of the US or justification explaining why compensatory mitigation should not be required. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; 14. For NWP 40 (Agricultural Activities), the PCN must include a compensatory mitigation proposal to offset losses of waters of the US. This NWP does not authorize the relocation of greater than 300 linear feet of existing serviceable drainage ditches constructed in 6 E u non-tidal streams unless, for drainage ditches constructed in intermittent nontidal streams, the District Engineer waives this criterion in writing, and the District Engineer has determined that the project complies with all terms and conditions of this NWT, and that any adverse impacts of the project on the aquatic environment are minimal, both individually and cumulatively; 15. For NWP 43 (Stormwater Management Facilities), the PCN must include, for the construction of new stormwater management facilities, a maintenance plan (in accordance with state and local requirements, if applicable) and a compensatory mitigation proposal to offset losses of waters of the US. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; 16. For NWP 44 (Mining Activities), the PCN must include a description of all waters of the US adversely affected by the project, a description of measures taken to minimize adverse effects to waters of the US, a description of measures taken to comply with the criteria of the NWP, and a reclamation plan (for all aggregate mining activities in isolated waters and non-tidal wetlands adjacent to headwaters and any hard rock/mineral mining activities); 17. For activities that may adversely affect Federally-listed endangered or threatened species, the PCN must include the name(s) of those endangered or threatened species that may be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work; and 18. For activities that may affect historic properties listed in, or eligible for listing in, the National Register of Historic Places, the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. c. Form of Notification: The standard Individual Permit application form (Form ENG 4345) may be used as the notification but must clearly indicate that it is a PCN and must include all of the information required in (b) (1)-(18) of General Condition 13. A letter containing the requisite information may also be used. d. District Engineer's Decision: In reviewing the PCN for the proposed activity, the District Engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. The prospective permittee may submit a proposed mitigation plan with the PCN to expedite the process. The District Engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed work are minimal. If the District Engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal, after considering mitigation, 1 7 h r? the District Engineer will notify the permittee and include any conditions the District Engineer deems necessary. The District Engineer must approve any compensatory mitigation proposal before the permittee commences work. If the prospective permittee is required to submit a compensatory mitigation proposal with the PCN, the proposal may be either conceptual or detailed. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the District Engineer will expeditiously review the proposed compensatory mitigation plan. The District Engineer must review the plan within 45 days of receiving a complete PCN and determine whether the conceptual or specific proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment. If the net adverse effects of the project on the aquatic environment (after consideration of the compensatory mitigation proposal) are determined by the District Engineer to be minimal, the District Engineer will provide a timely written response to the applicant. The response will state that the project can proceed under the terms and conditions of the NWP. If the District Engineer determines that the adverse effects of the proposed work are more than minimal, then the District Engineer will notify the applicant either: 1. That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an Individual Permit; 2. that the project is authorized under the NWP subject to the applicant's submission of a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level; or 3. that the project is authorized under the NWP with specific modifications or conditions. Where the District Engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment, the activity will be authorized within the 45-day PCN period. The authorization will include the necessary conceptual or specific mitigation or a requirement that the applicant submit a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level. When conceptual mitigation is included, or a mitigation plan is required under item (2) above, no work in waters of the US will occur until the District Engineer has approved a specific mitigation plan. e. Agency Coordination: The District Engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. For activities requiring notification to the District Engineer that result in the loss of greater than \1/2\-acre of waters of the US, the District Engineer will provide immediately (e.g., via facsimile transmission, overnight mail, or other expeditious manner) a copy to the appropriate Federal or state offices (USFWS, state natural resource or water quality agency, EPA, State Historic Preservation Officer (SHPO), and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will then have 10 calendar days from the date the material is transmitted 8 C to telephone or fax the District Engineer notice that they intend to provide substantive, site-specific comments. If so contacted by an agency, the District Engineer will wait an additional 15 calendar days before making a decision on the notification. The District Engineer will fully consider agency comments received within the specified time frame, but will provide no response to the resource agency, except as provided below. The District Engineer will indicate in the administrative record associated with each notification that the resource agencies' concerns were considered. As required by section 305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act, the District Engineer will provide a response to NMFS within 30 days of receipt of any Essential Fish Habitat conservation recommendations. Applicants are encouraged to provide the Corps multiple copies of notifications to expedite agency notification. f. Wetland Delineations: Wetland delineations must be prepared in accordance with the current method required by the Corps (For NWP 29 see paragraph (b)(9)(iii) for parcels less than (\1/4\-acre in size). The permittee may ask the Corps to delineate the special aquatic site. There may be some delay if the Corps does the delineation. Furthermore, the 45-day period will not start until the wetland delineation has been completed and submitted to the Corps, where appropriate. ® 14. Compliance Certification. Every permittee who has received NWP verification from the ® Corps will submit a signed certification regarding the completed work and any required mitigation. The certification will be forwarded by the Corps with the authorization letter and will include: a. A statement that the authorized work was done in accordance with the Corps authorization, including any general or specific conditions; b. A statement that any required mitigation was completed in accordance with the permit conditions; and c. The signature of the permittee certifying the completion of the work and mitigation. 15. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the US authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit (e.g. if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the US for the total project cannot exceed \ 1/3\-acre) . 16. Water Supply Intakes. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may occur in the proximity of a public water supply intake except where the activity is for repair of the public water supply intake structures ® or adjacent bank stabilization. J 9 h_1 l 17. Shellfish Beds. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWT 4. 18. Suitable Material. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.) and material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the CWA). 19. Mitigation. The District Engineer will consider the factors discussed below when determining the acceptability of appropriate and practicable mitigation necessary to offset adverse effects on the aquatic environment that are more than minimal. a. The project must be designed and constructed to avoid and minimize adverse effects to waters of the US to the maximum extent practicable at the project site (i.e., on site). b. Mitigation in all its forms (avoiding, minimizing, rectifying, reducing or compensating) will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. c. Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland impacts requiring a PCN, unless the District Engineer determines in writing that some other form of mitigation would be more environmentally appropriate and provides a project-specific waiver of this requirement. Consistent with National policy, the District Engineer will establish a preference for restoration of wetlands as compensatory mitigation, with preservation used only in exceptional circumstances. d. Compensatory mitigation (i.e., replacement or substitution of aquatic resources for those impacted) will not be used to increase the acreage losses allowed by the acreage limits of some of the NWPs. For example, \1/4\-acre of wetlands cannot be created to change a,\3/4\acre loss of wetlands to a \1/2\-acre loss associated with NWP 39 verification. However, \1/2\-acre of created wetlands can be used to reduce the impacts of a \1/2\-acre loss of wetlands to the minimum impact level in order to meet the minimal impact requirement associated with NWPs. e. To be practicable, the mitigation must be available and capable of being done considering costs, existing technology, and logistics in light of the overall project purposes. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferably in the same watershed. f. Compensatory mitigation plans for projects in or near streams or other open waters 10 141-11 V., will normally include a requirement for the establishment, maintenance, and legal protection (e.g., easements, deed restrictions) of vegetated buffers to open waters. In many cases, vegetated buffers will be the only compensatory mitigation required. Vegetated buffers should consist of native species. The width of the vegetated buffers required will address documented water quality or aquatic habitat loss concerns. Normally, the vegetated buffer will be 25 to 50 feet wide on each side of the stream, but the District Engineers may require slightly wider vegetated buffers to address documented water quality or habitat loss concerns. Where both wetlands and open waters exist on the project site, the Corps will determine the appropriate compensatory mitigation (e.g., stream buffers or wetlands compensation) based on what is best for the aquatic environment or, a watershed basis. In cases where vegetated buffers are determined to be the most appropriate form of compensatory mitigation, the District Engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland impacts. g. Compensatory mitigation proposals submitted with the " notification" may be either conceptual or detailed. If conceptual plans are approved under the verification, then the Corps will condition the verification to require detailed plans be submitted and approved by the Corps prior to construction of the authorized activity in waters of the US. h. Permittees may propose the use of mitigation banks, in-lieu fee arrangements or separate activity-specific compensatory mitigation. In all cases that require compensatory mitigation, the mitigation provisions will specify the party responsible for accomplishing and/or complying with the mitigation plan. 20. Spawning Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., excavate, fill, or smother downstream by substantial turbidity) of an important spawning area are not authorized. 21. Management of Water Flows. To the maximum extent practicable, the activity must be designed to maintain preconstruction downstream flow conditions (e.g., location, capacity, and flow rates). Furthermore, the activity must not permanently restrict or impede the passage of normal or expected high flows (unless the primary purpose of the fill is to impound waters) and the structure or discharge of dredged or fill material must withstand expected high flows. The activity must, to the maximum extent practicable, provide for retaining excess flows from the site, provide for maintaining surface flow rates from the site similar to preconstruction conditions, and provide for not increasing water flows from the project site, relocating water, or redirecting water flow beyond preconstruction conditions. Stream channelizing will be reduced to the minimal amount necessary, and the activity must, to the maximum extent practicable, reduce adverse effects such as flooding or erosion downstream and upstream of the project site, unless the activity is part of a larger system designed to manage water flows. In most cases, it will not be a requirement to conduct detailed studies and monitoring of water flow. This condition is only applicable to projects that have the potential to affect waterflows. 11 Ll- I i' , , While appropriate measures must be taken, it is not necessary to conduct detailed studies to identify such measures or require monitoring to ensure their effectiveness. Normally, the Corps will defer to state and local authorities regarding management of water flow. 22. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to the acceleration of the passage of water, and/or the restricting its flow shall be minimized to the maximum extent practicable. This includes structures and work in navigable waters of the US, or discharges of dredged or fill material. 1 23. Waterfowl Breeding Areas. Activities including structures and work in navigable waters of the US or discharges of dredged or fill material, into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 24. Removal of Temporary Fills. Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation. 25. Designated Critical Resource Waters. Critical resource waters include, NOAA-designated marine sanctuaries, National Estuarine Research Reserves, National Wild and Scenic Rivers, critical habitat for Federally listed threatened and endangered species, coral reefs, state natural heritage sites, and outstanding national resource waters or other waters officially designated by a state as having particular environmental or ecological significance and identified by the District Engineer after notice and opportunity for public comment. The District Engineer may also designate additional critical resource waters after notice and opportunity for comment. a. Except as noted below, discharges of dredged or fill material into waters of the US are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, and 44 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. Discharges of dredged or fill materials into waters of the US may be authorized by the above NWPs in National Wild and Scenic Rivers if the activity complies with General Condition 7. Further, such discharges may be authorized in designated critical habitat for Federally listed threatened or endangered species if the activity complies with General Condition 11 and the USFWS or the NMFS has concurred in a determination of compliance with this condition. b. For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is required in accordance with General Condition 13, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The District Engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 26. Fills Within 100-Year Floodplains. For purposes of this General Condition, 100-year floodplains will be identified through the existing Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps or FEMA-approved local floodplain maps. a. Discharges in Floodplain; Below Headwaters. Discharges of dredged or fill material 12 H I into waters of the US within the mapped 100year floodplain, below headwaters (i.e. five cfs), resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, 43, and 44. b. Discharges in Floodway; Above Headwaters. Discharges of dredged or fill material into waters of the US within the FEMA or locally mapped floodway, resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, and 44. c. The permittee must comply with any applicable FEMA-approved state or local floodplain management requirements. 27. Construction Period. For activities that have not been verified by the Corps and the project was commenced or under contract to commence by the expiration date of the NWP (or modification or revocation date), the work must be completed within 12-months after such date (including any modification that affects the project). For activities that have been verified and the project was commenced or under contract to I commence within the verification period, the work must be completed by the date determined by the Corps. For projects that have been verified by the Corps, an extension of a Corps approved completion date maybe requested. This request must be submitted at least one month before the previously approved completion date. FURTHER INFORMATION 1. District Engineers have authority to determine if an activity complies with the terms and conditions of a NWT. 2. NWPs do not obviate the need to obtain other Federal, State, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project. DEFINITIONS Best Management Practices (BMPs,): BMPs are policies, practices, procedures, or structures implemented to mitigate the adverse environmental effects on surface water quality resulting from development. BMPs are categorized as structural or nonstructural. A BMP policy may 13 U11", 1" I affect the limits on a development. Compensatory Mitigation: For purposes of Section 10/404, compensatory mitigation is the restoration, creation, enhancement, or in exceptional circumstances, preservation of wetlands and/or other aquatic resources for the purpose of compensating for unavoidable adverse impacts, which remain, after all appropriate and practicable avoidance and minimization has been achieved. Creation: The establishment of a wetland or other aquatic resource where one did not formerly exist. Enhancement: Activities conducted in existing wetlands or other aquatic resources that increase one or more aquatic functions. Ephemeral Stream: An ephemeral stream has flowing water only during and for a short duration after, precipitation events in a typical year. Ephemeral stream beds are located above the water table year-round. Groundwater is not a source of water for the stream. Runnoff from rainfall is the primary source of water for stream flow. Farm Tract: A unit of contiguous land under one ownership that is operated as a farm or part of a farm. Flood Fringe: That portion of the 100-year floodplain outside of the floodway (often referred to as "floodway fringe"). Floodtivay: The area regulated by Federal, state, or local requirements to provide for the discharge of the base flood so the cumulative increase in water surface elevation is no more than a designated amount (not to exceed one foot as set by the National Flood Insurance Program) within the 100-year floodplain. Independent Utility: A test to determine what constitutes a single and complete project in the Corps regulatory program. A project is considered to have independent utility if it would be constructed absent the construction of other projects in the project area. Portions of a multi- phase project that depend upon other phases of the project do not have independent utility. Phases of a project that would be constructed even if the other phases were not built can be considered as separate single and complete projects with independent utility. Intermittent Stream: An intermittent stream has flowing water during certain times of the year, when groundwater provides water for stream flow. During dry periods, intermittent streams may not have flowing water. Runoff from rainfall is a supplemental source of water for stream flow. Loss of waters of the US: Waters of the US that include the filled area and other waters that are permanently adversely affected by flooding, excavation, or drainage because of the regulated activity. Permanent adverse effects include permanent above-grade, at-grade, or below-grade 14 n I'll I fills that change an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a waterbody. The acreage of loss of waters of the US is the threshold measurement of the impact to existing waters for determining whether a project may qualify for a NWP; it is not a net threshold that is calculated after considering compensatory mitigation that may be used to offset losses of aquatic functions and values. The loss of stream bed includes the linear feet of stream bed that is filled or excavated. Waters of the US temporarily filled, flooded, excavated, or drained, but restored to preconstruction contours and elevations after construction, are not included in the measurement of loss of waters of the US. Impacts to ephemeral waters are only not included in the acreage or linear foot measurements of loss of waters of the US or loss of stream bed, for the purpose of determining compliance with the threshold limits of the NWPs. Non-tidal Wetland: An area that, during a year with normal patterns of precipitation has standing or flowing water for sufficient duration to establish an ordinary high water mark. Aquatic vegetation within the area of standing or flowing water is either non-emergent, sparse, or absent. Vegetated shallows are considered to be open waters. The term "open water" includes rivers, streams, lakes, and ponds. For the purposes of the NWPs, this term does not include ephemeral waters. Perennial Stream: A perennial stream has flowing water year-round during a typical year. The water table is located above the stream bed for the most of the year. Groundwater is the primary source of water for stream flow. Runoff from rainfall is a supplemental source of water for stream flow. Permanent Above-grade Fill: A discharge of dredged or fill material into waters of the US, including wetlands, that results in a substantial increase in ground elevation and permanently converts part or all of the waterbody to dry land. Structural fills authorized by NWPs 3, 25, 36, etc. are not included. Preservation: The protection of ecologically important wetlands or other aquatic resources in perpetuity through the implementation of appropriate legal and physical mechanisms. Preservation may include protection of upland areas adjacent to wetlands as necessary to ensure protection and/or enhancement of the overall aquatic ecosystem. Restoration: Re-establishment of wetland and/or other aquatic resource characteristics and function(s) at a site where they have ceased to exist, or exist in a substantially degraded state. Riffle and Pool Complex: Riffle and pool complexes are special aquatic sites under the 404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid movement of water over a course substrate in riffles results in a rough flow, a turbulent surface and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize pools. 15 D I , 1 I Single and Complete Project: The term "single and complete project" is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by one owner/developer or partnership or other association of owners/developers (see definition of independent utility). For linear projects, the "single and complete project" (i.e., a single and complete crossing) will apply to each crossing of a separate water of the US (i.e., a single waterbody) at that location. An exception is for linear projects crossing a single waterbody several times at separate and distant locations; each crossing is considered a single and complete project. However, individual channels in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate waterbodies. Stormwater Management: Stormwater management is the mechanism for controlling stormwater runoff for the purposes of reducing downstream erosion, water quality degradation, and flooding and mitigating the adverse effects of changes in land use on the aquatic environment. Stormwater Management Facilities: Stormwater management facilities are those facilities, including but not limited to, stormwater retention and detention ponds and BMPs, which retain water for a period of time to control runoff and/or improve the quality (i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other pollutants) of stormwater runoff. Stream Channelization: The manipulation of a stream channel to increase the rate of water flow through the stream channel. Manipulation may include deepening, widening, straightening, armoring, or other activities that change the stream cross-section or other aspects of stream channel geometry to increase the rate of water flow through the stream channel. A channelized ® stream remains a water of the US, despite the modifications to increase the rate of water flow. Tidal Wetland: A tidal wetland is a wetland (i.e., water of the US) that is inundated by tidal waters. The definitions of a wetland and tidal waters can be found at 33 CFR 328.3(b) and 33 CFR 328.3(D, respectively. Tidal waters rise and fall in a predictable and measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end where the rise and fall of the water surface can no longer be practically measured in a predictable rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located channelward of the high tide line (i.e., spring high tide line) and are inundated by tidal waters two times per lunar month, during spring high tides. Vegetated Buffer: A vegetated upland or wetland area next to rivers, streams, lakes, or other open waters, which separates the open water from developed areas, including agricultural land. Vegetated buffers provide a variety of aquatic habitat functions and values (e.g., aquatic habitat for fish and other aquatic organisms, moderation of water temperature changes, and detritus for aquatic food webs) and help improve or maintain local water quality. A vegetated buffer can be established by maintaining an existing vegetated area or planting native trees, shrubs, and herbaceous plants on land next to openwaters. Mowed lawns are not considered vegetated buffers because they provide little or no aquatic habitat functions and values. The establishment 16 I , I1 f and maintenance of vegetated buffers I a method of compensatory mitigation that can be used in conjunction with the restoration, creation, enhancement or preservation of aquatic habitats to ® ensure that activities authorized by NWPs result in minimal adverse effects to the aquatic ® environment. (See General Condition 19.) Vezetated Shallows: Vegetated shallows are special aquatic sites under the 404(b)(1) Guidelines. nor and normal under year has normal circumstances have rooted standing above ground to the extent that evidence of an ordinary high water mark is established. Wetlands contiguous to the waterbody are considered part of the waterbody. FINAL REGIONAL CONDITIONS FOR NATIONWIDE PERMITS IN THE WILMINGTON DISTRICT 1. Waters Excluded from NWP or Subject to Additional Notification Requirements: a. The Corps identified waters that will be excluded from use of this NWP. These waters are: aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of vascular They Waterbo are dy: A areas that are waterbody is any permanently area inundated rooted plants in freshwater systems. 1. Discharges into Waters of the United States designated by either the North Carolina Division of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish spawning area are prohibited during the period between February 15 and June 30, without prior written approval from NCDMF or NCWRC and the Corps. 2. Discharges into Waters of the United States designated as sturgeon spawning areas are prohibited during the period between February 1 and June 30, without prior written approval from the National Marine Fisheries Service (NMFS). I H t D u b. The Corps identified waters that will be subject to additional notification requirements for activities authorized by this NWP. These waters are: 1. Prior to the use of any NWP in any of the following North Carolina designated waters, applicants must comply with Nationwide Permit General Condition 13. In addition, the applicant must furnish a written statement of compliance with all of the conditions of the applicable Nationwide Permit. The North Carolina designated waters that require additional notification requirements are "Outstanding Resource Waters" (ORW) and "High Quality Waters" (HQW) (as defined by the North Carolina Division of Water Quality), or "Inland Primary Nursery Areas" (IPNA) (as defined by the North Carolina Wildlife Resources Commission), or contiguous wetlands (as defined by the North Carolina Division of Water Quality), or "Primary Nursery Areas" (PNA) (as defined by the North Carolina Division of Marine Fisheries). 17 r 11 2. Applicants for any NWP in a designated "Area of Environmental Concern" AEC in the twenty (20) coastal counties of Eastern North Carolina covered by the North Carolina Coastal Area Management Act (CAMA), must also obtain the required CAMA permit. Construction activities may not commence until a copy of the approved CAMA permit is furnished to the appropriate Wilmington District Regulatory Field Office (Wilmington Field Office - P.O. Box 1890, Wilmington, NC 28402 or Washington Field Office - P.O. Box 1000, Washington, NC 27889) for authorization to begin work. 3. Prior to the use of any NWP on a Barrier Island of North Carolina, applicants must comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable Nationwide Permit. 4. Prior to the use of any NWP in a "Mountain or Piedmont Bog" of North Carolina, applicants shall comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Note: The following wetland community types identified in the N.C. Natural Heritage Program document, "Classification of Natural communities of North Carolina (Michael P. Schafale and Alan S. Weakley, 1990), are subject to this regional condition. Mountain Bogs Piedmont Boas Swamp Forest-Bog Complex Upland Depression Swamp Forest Swamp Forest-Bog Complex (Spruce Subtype) Southern Appalachian Bog (Northern Subtype) Southern Appalachian Bog (Southern Subtype) Southern Appalachian Fen [l i 5. Prior to the use of any NWP in Mountain Trout Waters within twenty-five (25) designated counties of North Carolina, applicants shall comply with Nationwide General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Notification will include a letter of comments and recommendations from the North Carolina Wildlife Resources Commission (NCWRC), the location of work, a delineation of wetlands, a discussion of alternatives to working in the Mountain Trout Waters, why other alternatives were not selected, and a plan to provide compensatory mitigation for all unavoidable adverse impacts to the Mountain Trout Waters. To facilitate coordination with the NCWRC, the proponent may provide a copy of the notification to the NCWRC concurrent with the notification to the District Engineer. The NCWRC will respond both to the proponent and directly to the Corps of Engineers. The twenty-five (25) designated counties are: Alleghany Ashe Avery Yancey Buncombe Burke Caldwell Wilkes 18 r a , I . p Cherokee Clay Graham Swain Haywood Henderson Jackson Surry Macon Madison McDowell Stokes Mitchell Polk Rutherford Transylvania Watauga 6. Applicants shall notify the NCDENR Shellfish Sanitation Section prior to dredging in or removing sediment from an area closed to shell fishing where the effluent may be released to an area open for shell fishing or swimming in order to avoid contamination of the disposal area and allow a temporary shellfish closure to be made. Any disposal of sand to the beach should occur between November 1 and April 30 when recreational usage is low. Only clean sand should be used and no dredged sand from closed shell fishing areas. If beach disposal was to occur at times other than stated above or if sand from a closed shell fishing area is to be used, a swim advisory shall be posted and a press release shall be made. NCDENR Shellfish Sanitation Section must be notified before commencing this activity. 2. List of Final Corps Regional Modifications and Conditions for All Nationwide Permits a. Individual or multiple NWPs may not be used for activities that result in the cumulative loss or degradation of greater than 300 total linear feet of perennial streambed or intermittent streambed that exhibits important aquatic function(s). b. Prior to the use of any NWP (except 13, 27, and 39) for any activity that has more than a total of 150 total linear feet of perennial streambed impacts or intermittent streambed impacts (if the intermittent stream has important aquatic function), the applicant must comply with Nationwide Permit General Condition 13. In addition, the applicant shall furnish a written statement of compliance with all of the conditions listed of the applicable NWP. Compensatory mitigation is typically required for any impact that requires such notification. [Note: The Corps uses the Intermittent Channel Evaluation Form, located with Permit Information on the Regulatory Program Web Site, to aid in the determination of the intermittent channel stream status. Also, NWPs 13, 27 and 39 have specific reporting requirements.] c. For all Nationwide Permits which allow the use of concrete as a building material, measures will be taken to prevent live or fresh concrete, including bags of uncured concrete, from coming into contact with waters of the state until the concrete has hardened. d. For all Nationwide Permits that allow for the use of riprap material for bank stabilization, filter cloth must be placed underneath the riprap as an additional requirement of its use in North Carolina waters. e. For all NWPs that involve the construction of culverts, measures will be included in the construction that will promote the safe passage of fish and other aquatic organisms. All culverts in the 20 CAMA coastal counties must be buried to a depth of one foot below the Roadway 13 Approach Fill Hankfull Culvert buried below streambed to appropriate Stream depth Bottom .. bed of the stream or wetland. For all culvert construction activities, the dimension, pattern, and profile of the stream, (above and below a pipe or culvert), should not be modified by widening the stream channel or by reducing the depth of the stream. Culvert inverts will be buried at least one foot below the bed of the stream for culverts greater than 48 inches in diameter. For culverts 48 inches in diameter or smaller, culverts must be buried below the bed of the stream to a depth equal to or greater than 20 percent of the diameter of the culvert. Bottomless arch culverts will satisfy this condition. A waiver from the depth specifications in this Regional Condition may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts of complying with this Regional Condition would result in more adverse impacts to the aquatic environment. i 3. Additional Regional Conditions Applicable to this Specific Nationwide Permit. The required restoration plan must include a timetable for restoration activities. NORTH CAROLINA DIVISION OF WATER OUALITY GENERAL CERTIFICATION CONDITIONS GC3366 H [1 LJ, U 0 Q n 1. These activities do not require written concurrence from the Division of Water Quality as long as they comply with all conditions of this General Certification. If any condition in this Certification cannot be met, application to and written concurrence from DWQ are required. Also, Condition No. 2 is applicable to all streams in basins with riparian area protection rules; 2. Impacts to any stream length in the Neuse, Tar-Pamlico and Randleman River Basins (or any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) requires written concurrence from DWQ in accordance with 15A NCAC 213.0200. Activities listed as "exempt" from these rules do not need to apply for written concurrence under this Certification. New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico, Randleman and Catawba River Basins shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 213 .0200. All new development shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use of best management practices; 3. Appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to assure compliance with the appropriate turbidity water quality standard; 20 H P ( 4. All sediment and erosion control measures placed in wetlands or waters shall be removed and the original grade restored within two months after the Division of Land Resources has released the project; 5. If an environmental document is required, this Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse; 6. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to DWQ that providing passage would be impractical. Design and placement of culverts including open bottom or bottomless arch culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in aggradation, degradation or significant changes in hydrology of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. The applicant is required to provide evidence that the equilibrium shall be maintained if requested in writing by DWQ. Additionally, when roadways, causeways or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in aggradation, degradation or significant changes in hydrology of streams or wetlands; 7. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the concrete has hardened; 8. All temporary fill shall be removed to the original grade after construction is complete and the site shall be stabilized to prevent erosion; 9. Pipes shall be installed under the road or causeway in all streams to carry at least the 25 year storm event as outlined in the most recent edition of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" so as not to restrict stream flow during use of this Certification; 10. In accordance with North Carolina General Statute Section 143-215.3D(e), any request for written concurrence for a 401 Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one payment to both agencies shall be submitted and will be the higher of the two fees; 11. Additional site-specific conditions may be added to projects for which written concurrence is required or requested under this Certification in order to ensure compliance with all applicable water quality and effluent standards; 12. Concurrence from DWQ that this Certification applies to an individual project shall expire three years from the date of the cover letter from DWQ or on the same day as the expiration date of these corresponding Nationwide and Regional General Permits, whichever is sooner; 21 W a s I 13. When written concurrence is required, the applicant is required to use the most recent version of the Certification of Completion form to notify DWQ when all work included in the 401 Certification has been completed. I NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATE CONSISTENCY Consistent. J L E 22 J m "so %$DGNSPi D - : -? -I •D m m Zo up «.? 0 O p Z y U m to CT a St• rq J 7] ` .2 D^ c''^ D O pD J D •7-• C n Y i1 I C ]J D { 1 .1 ;u z D r RTD -+D ozl ? 0 r y n 7< j< ?D' m • .- •?• D p D Ul j VS ?1 r G) C) 7 .D 9 r n m 1 Z E 11 m s m cc m m Z C-) 0 0 O m 3 LI :a x v LD E: I n v v vm -. r 7 c" = z z -< n C) o t ad LJ W W c - ' € - 4w so CID n i I ?7 •L7 ??? _ m I y rr ? D ?L II?'I ? y ni li 7 ?\ ? t 11 1 / - ? ? , 0 3 -4 F 3 - F i I r i ? ^ i b U O • V x z al ? ?y ? = o b r + x i ? T T r f .7 .7 1 • II Z `? ? ii it ? y u n ?? ' + ? I I n N vo . . F n N I I . C H o o 4 C: w o c ^ o ° a " a ^ E = 4 4 C 0 J •J 4 ? e? 5 S6 3" _ e Y _ F I TI 1I L _ _ T 5 LS% F az i i 3 ¦ ? r ? I LI cl _ ? F Ff 3 c, c'cc - ILI F yy'3 cl '° :m a . '? _ l I I I m n S I zc?l;' I r ' M gy . 33 @I _ l ?r? n M. m. a-9 ti ' p a n N, o o o o l f ^ ' I I I I ? I ? ?. m I I I I l W i 'O is I o I a c s - o° ° ? ? o I I i ^ I I ix I 1 ?R - c S82 &' R o ° y f l l l ? I•I I o o A o ll A ° n o _ 7 7: 1 ' oo _'. ° A '' f f I I ? l i i a C 1 r ..1 , r tt cs' 1 { ..{ if / ?U • I r } J' 1 I/. I ?` ?. III _ .? •„ ? ? ??? T ?' ? ? ? ? ? ' g"` ? ? / ? ': ???-1 ' • ? 1'?? o'd 4 / vt ' I'?'.I 17 IT _. , ?- ., I? , ? I ?1?-i -•.-.a ?-?-i--?--?-? --. - I -. :.. ... . _ . 1 .. r??? i .- r. . ? 1 1 ` ? i I 1 ; r ?,i ??slrl I l ?-?, a '`c?i ? ,'"I' `\ ?•' Ili I' ?I t?. ?? •?. II ?•? I ? ? I I +l Lh; , I s wEU nr BRIGADE COMBAT TEAM COMPLEX J. S. ARMY ENGINEER DISTRICT u ; y FORT BRAGG, NORTH CAROLINA CORPS OF ENGINEERS owN er M oo Br 50? z T N c ' SAVANNAH DISTRICT SUnwT1E0 BY: CON+IRACT NO_ m = R 1 w 40l TlZy WATERS OF THE U.S. FIE-E; aTEO(Mr CODE n IMPACT MAP BURGESS & NIPLE, INC. wEuNOSO N WE -- n+ RS I ROT BCKE: ROT DAiE: ?. M C O N A r 14H PROGRAM INVOICE December 2, 2005 DWQ#: N/A COE#: 200501095 Fort Bragg - Gregory Bean Headquarters Port Bragg Garrison Command (ABN) Building 3-163 Butner Road Fort Bragg, NC 28310-5000 Project: Fort Bragg Brigade Combat Team County: Cumberland You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above reference project through payment of a fee to the North Carolina Ecosystem Enhancement Program. In accordance with 15A NCAC 2H.0500, your fee has been calculated as follows (Please note: payment of wetlands is calculated in increments of 0.25 acres). If you have any questions concerning this payment, please call Carol Shaw at 919-733-5205. Riparian Wetlands 0.25 acres x $ 26,246.00 -- $ 6,561.50 Non-Riparian Wetlands 0 acres x $ 13,123.00 - $ Saltwater Wetland 0 acres x $131,230.00 $ Stream 368 linear feet x $ 219.00 - $80,592.00 Buffer - Zone 1 0 square feet x $ .96 $ Buffer - Zone 2 0 square feet x $ .96 - _ Total amount of payment $87,15350 Please mail a check made payable to North Carolina Ecosystem Enhancement Program for the total amount due to the address below. NC DENR Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699-1652 Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters _._., from the permitting agencies stating tharihe, permit and/or authorization have been rescinded. YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM THE NC ECOSYSTEM ENHANCEMENT PROGRAM PROIR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE DEPARTMENT OF ARMY PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION. cc: Lillette Granade, USACE - Wilmington Rut-orkq... Erica. x&W... Prot" our Stag - rnt, North Carolina Ecosystem Enhancement program, 1652 Mail Service Center, Raleigh, NC 27699.1652 / 919.715-0476 / www.nceep.net rtiuCl-llblVti-rCt' 1L-03-' Ids 04:10 ?1?f17LL1? i CO StCIYl. PROGRAM RECEIPT December 2, 2005 DWQ #: N/A COE #: 200501095 Fort Bragg - Gregory Bean Headquarters Fort Bragg Garrison Command (ABN) Building 3 -163 Butner Road Fort Bragg, NC 28310-5000 1-000 rozl NL U-47 f La Project: Fort Bragg Brigade Combat Team County: Cumberland The North Carolina Ecosystem Enhancement Program (NC EEP) has received a check in the amount of $87,592.00, check 13 number 1007, as payment for the compensatory mitigation requirements of the 401 Water Quality Ccrtification/Section 404 Permit issued for the above referenced project. This receipt serves as notification that the compensatory mitigation requirements for this project have been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local government permits or authorization associated with this activity. The NC REP, by acceptance of this payment, acknowledges that the NC EEP is responsible for the compensatory mitigation requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated in the table below. River Basin Wetlands Stream Buffer Buffer Cataloging (Acres) (Lin= Feet) Zone 1 Zone 2 Unit (Sq. Ft.) (Sq. Ft.) Riparian Non-Riparian Coastal Marsh Cold Cool Warm Cape Fear 0.04 0 0' 0 368 0 0 0 03030004 U L LA Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or need additional information, please contact Carol Shaw at (919) 733-5205. Sincerely, bilila`ma Gilmore, PE Director cc: Cyndi Karoly, Wetlands/401 Unit Lillette Granade, USACE - Wilmington Ken Averittc, DWQ Regional Office - Fayetteville File ... Prot" Ow stat& F-' 1?C'D?F?IR North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.neeep.net