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HomeMy WebLinkAbout20200980 Ver 1_USACE Permit_20200831U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2020-01321 County: Guilford U.S.G.S. Quad: NC-Kernersville GENERAL PERNHT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Redwood Development Group, LLC Attn: Thomas Flanagan Address: 348 North Elm Street Greensboro, NC 27401 Size (acres) —16.5 Nearest Town High Point Nearest Waterway Hiatt Branch River Basin Cape Fear USGS HUC 03030003 Coordinates 36.0091,-80.0311 Location description: The project area is located west of Corvair Drive and north of Millbourne Place, in High Point, Guilford county, North Carolina. Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 30 linear feet of stream channel (embedded rip rap, not considered a loss of waters of the US), and the temporary discharge of rill material into 0.008 acre of riparian non-riverine wetlands (requiring a permanent conversion from forested to herbaceous wetlands), necessary for the installation of a sewer line to service The Landing at Svcamore Creek residential develonment. Applicable Law(s): ❑X Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 12. Utility Line Activities SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed Conditions, your application signed and dated 7/28/2020, and updated information sent via email on 9/25/2020, and the enclosed plans "Impact Map g m for The Landinat Sycaore Creek", "Sheet No. 4", "impacts S-1 & W-1 for The Landing at Sycamore Creek", and "Stream Crossing and Dewatering Sequence." Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, 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 Resources (telephone 919-807-6300) to deternime Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management 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 David E. Bailey at (919) 554-4884 X 30or David.E.Bailev2Ousace.armv.mil. Date: 2020.08.28 11:08:14 Corps Regulatory Official:-04'00' Date: 08/28/2020 Expiration Date of Verification: 03/18/2022 SAW-2020-01321 SPECIAL CONDITIONS 1. Please note that future impacts and/or phases of The Landing at Sycamore Creek development and related activities associated with Corps Action ID: SAW-2020-01321 will be considered part of a single and complete project; these impacts will be considered cumulative with impacts permitted during earlier phases regarding compensatory mitigation and Nationwide Permit thresholds. Current cumulative impacts to aquatic resources for this single and complete project include permanent (not a permanent loss) impacts to 30 linear feet of stream channel (embedded rip rap) and 0.008 acre of wetlands (permanent forest to herbaceous wetland conversion). Corps Regulatory Official: Date: �y' 2020.08.28 11:07:59-04'00' Expiration Date of Verification: 3/18/2022 Date: 08/28/2020 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located athttp://cop2smapu.usace.army.mil/cm_apex/f?p=136A:0. Copy furnished: Michael Brame, Pilot Environmental, Inc. P.O. Box 128, Kernersville, NC 27285 Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105 PAC HOLDINGS, L.L.C. 348 N. ELM ST. GREENSBORO, N.C. 27401 i 150' 75' 0 150' 300' SCALE: 1" = 150' IMPACT MAP FOR THE LANDING AT SYCAMORE CREEK CITY OF HIGH POINT GUILF'ORD COUNTY, NORTH CAROLINA JULY, 2020 JOB No_ 2019-084 i - — - - ..... _ �. --- -................m-. - = IMPACTS S-1 & CONVAtR DDMVE W-1 L JD P@ 3E PQ \ 20Hm: Hr f R • l {il ® S CD v ® ® f 0 L j _ ! p >aLLJ n \ DAwo ASM DOWDY L >, � DIP zses PO an p p O ug I ZONED,Vec �NT 0' �, RZONED,Yes-1-�a � � � 0- DFrr. OF TRAHSP[I�TATIOH J D8 PG`xze u5F-lG FfRs7jIFAY -- ME. fom—o.:: 0 THE CONTRACTOR SHALL LIMIT THE WIDTH OF DISTURBED AREA UTILITY NOTES aa' ao' AT THE STREAM CROSSING TO 30'. ALL REMAINING DISTURBED - 1. UNLESS INDICATED OTHERWISE, ALL WATER AND SEWER LINES SHALL BE INSTALLED cD WITH A MINIMUM COVER 48° TO THE TOP OF THE PIPE AREAS WITHIN THE STREAM BUFFER WILL BE LIMITEDOF BAN TO A 2: LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR y y MAXIMUM WIDTH 4a• ALL AREAS OF DISTURBANCE WITHIN PRIOR TO CONSTRUCTION THE STREAM BUFFER & SPECIAL FLOOD HAZARD AREAS WILL BE - 3, ALL ON -SITE WATER & SEWER UTILITIES. SHALL BE CONSTRUCTED TO THE CITY OF HIGH POINT STANDARDS. L- 11 RETURNED TO ORIGINAL GRADES NO FILL WILL BE ALLOWED - HOWEVER, ALL UTILITIES NOT LOCATED WITHIN A PUBLIC EASEMENT OR PUBLIC RIGHT-OF-WAY SHALL BE 6 WITHIN THE FLOODWAY - jjjj/ ® .PRIVATE WITH MAINTENANCE OF THE STORM SYSTEMS PROVIDED BY THE HOA. g` 4. CONTACT THE ENGINEERING SERVICES DEPARTMENT --CONSTRUCTION INSPECTIONS DIVISION AT (336) 883-3194 PRIOR TO ANY CONSTRUCTION ACTIVITIES - U STR AM BUFFERS TION DETAILI .-�' ✓ �_ ^.- —'- ="� ` / S. THE OWNER/ENGINEER SHALL SUBMIT AS -BUILT DRAWINGS OF THE WATER, SEWER, AND STORM DRAIN SYSTEMS TO THE ENGINEERING SERVICES DEPARTMENT UPON PROJECT COMPLETION INCLUDING WATER METER AND SEE NIGH MINT DEVELOPMDiT IDV1AHCE � � '"""` � - / / � -= '`T`� SEWER CLEAN -OUT LOCATIONS As Auwom JUxE f, zooD Pp! PRAC — AND ACT1V[11ES NOT ALLOWT / . Zp1E5 i AND 1 - - / ,yA'�.�,,..r.�.� .• / YECETATDN ZDNE t - AEffA EMENDING A NfNiNUM Of 30 F£Ef FRO4 TW t-- -p W t / Cazz - / — -"1 0. BANK �C. 0 '�•� T N �. mm Q U) rl �T AREA OF VEGETAnONGtt&lP1G "' -.— -- '— f� ATAT THE A EDGE CF 2D f AND XGEIWINC �^`2� M0 A NUID0.W a 20 FEET. EXCEPTIONS / .n% t / -- FLAT -TOP MH OF-3 MU.^,i RE AW+ROYID BY W REVIEW J 'Y 1R �.�/' m 1 MUST.� STA 6}77.57 C�7 �j. �.M� , ,r VI COMMITTEE (WRC) PBi SEG 9-7-8(tl)(�b. 7-6k9)(3 / / @ r'7 p O m m #OA_1 AB0+SA G7' G7 ZxZ w 11,7.51 WEILANOSevo 20 WILLOWCR S. �0 .Om — O�aU ~ c W 1 STAIN-% I.t4 aN-yp.N ✓ v z `- ¢ m t' TIE-IN TO X. MH /// /_tea �+., _ ___- _y ,� -LIMIT DISH . jCE DURING /' - Zo m B cNJ. s1f D� / - — _ ,s� U TO 30' l% m ®� /m d .-- 9 00\ rnc-DxE DEMn'n -,RtAN N7 THE lAW E / .;t MAINTAINANGE NOT m —� m m / : ,--- _-- / .. / To TO' STU— FLAT-3+EASTTp> MH } m m A%OWNFLAT-TOP MH OF-i 18 STA i+OS,61 t APPROXIMATE 100 YEAR t i COFFER DAMS FOR FLOOD PLAIN t BY-PASS PUMP t o N Of 'I O. ad (SEE USE ( a 3 u3 TOP=853.87 N ¢ . INV IN=844.93 Aa Da zD' 1a D ac• sa g INV OUT=842.93 SCALE: 1 "=40' � w in o uj FINAL GRADE % z m 0U naw _J a Oa �In w D_x 6 U 01 U) sDL KK ARC ! _- - - - - - --- - —T 2NDEAw - — j - - -- - - - INV, 2. 1 - -- - -- - -- --- . t I �j 840 1 ter..... - .. _ ... _ w ir DISMWiEE NOSE {�a.. I - i -_ -- i - - I v az o 4. � EX =1861 - ---- - --- a 1 V= T . 1 - - PLAN uAss f Rw-RAP O,P.) wroeAm (+.P.) ^1— V 9 87 1 830 - snssN VOTfW1(ROON oGN�E E6t a __ _ -_ — PRe osD P>ouMIE SECTION A - A B ? H O -- _ _- __ - _ — CONSiRUM CRFER DAr ANO UTIi.IS DEMAIERRIG BASIN ro DRAIN YAYM AfdA. 2 AMP STYAY AQDUNR WWtK JdiEA < W � E_l V A F•i - _ _ _ � _ _- _ _ _- — x +reRr tcrEPx iw° oNffRm. a. cum 4Usi iN(E'N rG Arom � I I I I i mxrAMRunw m THE sTREAM Enw COFFER DAM t� E ©o A W - - - - - FOR BY-PASS PUMPINGPIPELINE STREAM CROSSINGS 'OE c= W:4 - x I CONSTRUCTION SEQUENCE FM ALL STREAM CROSSINGS (sa• NDre aeDYE oxlcawn+c Nr7aE.s ADn�rO Z a OL OZ _- -- -- — 82O _ DETAILED. TU: TEMPIXtARY CREEK CROSSUIG SHALLBE CRDSb9iG AS IN— ONE UPSTREAM __ OF TIE EASE 1. AN � � � UU E I -- _ —QV— DISTANCE TO ALLOW SENFR LUTE MSTALAnOH. -_I _ _ __ - ___ - _ _ __ - 2AtOR TO INSTALLixC TIE 9EW£Ft lUff ACNOSS TIE CREDS. tNE SHALL USTALL A IEYPBtARY OAM UPSIREAL TIE 1CRST RZI M . TH AND PUHP TIES 944 BE F A TIE AREA OF D15NRBANDE. THE liD�ORARY DAL SNAIL LA CP A E- Of VL 0 - — I - I MOH-ER�18ti NATTNAI 9UCN AS SANp BAGS OR PLASnO SHEEiiN6 OVER ST®iE. UPDN (SrdPLEnW OF TIE SEW➢t UNE MST4tAnON. QiC55W0 TIE TIE SHALL SOOT ALL DLS'RUBED MF.fu^ 'MITI R�IPIXRAP (SEE OEfAw. � (� - — SHEET NO.,--, ! - ---n—P,E.uPORCONAxPY D.° Oro rz�DiAm ew�AP I�wP—ALL S AT WRICN TW THE SEMER UNE NSTALLAn. HAS PASSED ALL TfSTMG, AND TfE.AAFA S-1 TIE Cdl1RACIDR SMNL FE110VE TDIPgURY ATI tAD5SIN0, AND NE-ESTA6LI91 ORTOUTIE BeWK EKEVAnONS RIP RAP SHALL 6E IRYED IN TO 1NE EXISTUtlG BANK AND BaAOM —IN TIE to MAUnQ1ANEE CDRR00R. R' '. ! - — 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 IMPACTS S- I & W- I FOR THE LANDING AT SYCAMORE CREEK CITY OF HIGH POINT GUILFORD COUNTY, NORTH CAROLINA JULY, 2020 JOB No. 2019-084 30' 20' 10' 0 30' 60' DEVELOPER: PAC , SCALE: 1 = 30' 348 N.HOLDINGSELM ST. L.L.C. GREENSBORO, N.C. 27401 7- W-I,:- .1354 SF "q- Z -Is `7 3V- GOSTNUCTION CORRIDOR r 15' PEkMANE-N'T EAS�ME A W Nr lip 1141 51 Stream Crossing and Dewatering Sequence NOTE: PUMP STREAM AROUND WORK AREA PUMP STREAM P DISCHARGE HOSE POLYETHYLENE FABRIC 8 MIL. THICK (TYP.) WATER SURFACE_-__ STREAM BOTTOM(ROCK) SECTION A - A RAP APRON ECK DAM WITH STONE FACE ING BASIN PLAN rCLASS I RIP -RAP (TYP.) j SANDBAGS (TYP.) a CONCRETE FILL PROPOSED PIPELINE NOTES: 1. CONSTRUCT COFFER DAM AND UTILIZE DEWATERING BASIN TO DRAIN WORK AREA. 2. PUMP STREAM AROUND WORK AREA. 3. CONVERT COFFER DAM TO STREAM CROSSING WHEN NO LONGER NEEDED. 4. CARE MUST BE TAKEN TO AVOID CONTAMINATION TO THE STREAM FROM POURED CONCRETE SEALANT. COFFER DAM FOR BY-PASS PUMPING PIPELINE STREAM CROSSINGS CONSTRUCTION SEQUENCE FOR ALL STREAM CROSSINGS (SEE NOTE ABOVE CONCERNING NPDES PERMIT) 1. CONTRACTOR SHALL INSTALL TEMPORARY CREEK CROSSING AS DETAILED. THE TEMPORARY CREEK CROSSING SHALL BE INSTALLED ON THE UPSTREAM PORTION OF THE EASEMENT, AN ADEQUATE DISTANCE TO ALLOW SEWER LINE INSTALLATION, 2. PRIOR TO INSTALLING THE SEWER LINE ACROSS THE CREEK, THE CONTRACTOR SHALL INSTALL A TEMPORARY DAM UPSTREAM OF THE CONSTRUCTION ACTIVITIES, AND PUMP THE STREAM FLOW AROUND THE AREA OF DISTURBANCE. THE TEMPORARY DAM SHALL BE OF A NON -ERODIBLE MATERIAL SUCH AS SAND BAGS OR PLASTIC SHEETING OVER STONE. 3. UPON COMPLETION OF THE SEWER LINE INSTALLATION CROSSING THE CREEK, THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS WITH RIP -RAP (SEE DETAIL). 4. UPON COMPLETION OF RIP -RAP, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DAM, AND TERMINATE BYPASS PUMPING. 5. AT WHICH TIME THE SEWER LINE INSTALLATION HAS PASSED ALL TESTING, AND THE AREA SEEDED, THE CONTRACTOR SHALL REMOVE THE TEMPORARY CREEK CROSSING, AND RE-ESTABLISH ORIGINAL CREEK BANK ELEVATIONS. RIP RAP SHALL BE KEYED IN TO THE EXISTING BANK AND BOTTOM WITHIN THE 10' MAINTENANCE CORRIDOR. SAW-2020-01321 Action ID Number: SAW-2020-01321 County: Guilford Permittee: Redwood Development Group, LLC (Attn: Thomas Flanagan) Project Name: The Landing at Sycamore Creek / west of Corvair Drive / High Point / Guilford County Date Verification Issued: 08/28/2020 Project Manager: David E. Bailey 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 Attn: David E. Bailey Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or David.E.Bailey2@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. 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 SAW-2020-01321 Determination of Jurisdiction: A. ® There are waters, including wetlands on the above described project area that may be subject to Section 404 of the Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States. B. ❑ 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 (RHA) (33 USC § 403) and 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. C. ❑ There are waters, including wetlands within the above described project area that are 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. D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued _. Action ID: Basis For Determination: See the Preliminary Jurisdictional Determination form dated 08/28/2020. Remarks: None. E. Attention USDA Program Participants The delineation included herein has been conducted to identify the location and extent of the aquatic resource boundaries and/or the jurisdictional status of aquatic resources for purposes of the Clean Water Act for the particular site identified in this request. This delineation and/or jurisdictional determination may not be valid for the Wetland Conservation Provisions of the Food Security Act of 1985, as amended. If you or your tenant are USDA program participants, or anticipate participation in USDA programs, you should discuss the applicability of a certified wetland determination with the local USDA service center, prior to starting work. F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C above). This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Atlas: Phillip Shannin, Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 AND PHILIP.A. SHANNINgUSACE.ARMY.MIL In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by Not applicable. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** �.� � Date: 2020.08.28 11:05:58 Corps Regulatory Official:-04'00' David E. Bailey Date of JD: 08/28/2020 Expiration Date of JD: Not applicable SAW-2020-01321 NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Redwood Development Groug, LLC Attn: Thomas Flanagan File Number: SAW-2020-01321 Date: 08/28/2020 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D ❑X PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at or http://www.usace.army.miUMissions/CivilWorks/RegulatoryProgramandPenuits.aspx or the Corps regulations at 33 CFR Part 331. 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) modify 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, 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 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 Admimistrativc 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. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Admimistrativc 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 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 district engineer. This form must be received by the division engineer within 60 days of the date of this notice. SAW-2020-01321 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 new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT 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. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division Mr. Phillip Shannin, Administrative Appeal Review Officer Attn: David E. Bailey CESAD-PDO Raleigh Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division U.S Army Corps of Engineers 60 Forsyth Street, Room 1 OM15 3331 Heritage Trade Drive, Suite 105 Atlanta, Georgia 30303-8801 Wake Forest, North Carolina 27587 Phone: (404) 562-5137 PHONE: (404) 562-5136; FAX (404) 562-5138 EMAIL: PHILIP.A.SHANNIN ,USACE.ARMY.MIL 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 opportum to participate in all site invest] ations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137