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HomeMy WebLinkAbout20051065 Ver 2_Modifications_20171127SEGS 5315 South College Road, Suite E Wilmington, NC 28412 Ph: 910.452.2711 Email: office(i4se ig_.us Date: 21 November 2017 To: Ms. Karen Higgins Of: DWR 401 & Buffers Unit Raleigh Attached you will find: ❑ Proposal ❑ Sketch(es) ❑ JD Package ❑ Report(s) SEGi Project #: 013.033.01 USACE AID: SAW -2004-9981703-065 Transmittal Letter ® Permit Application ❑ Signed Wetland Map ❑ Photo(s) ❑ Plans ❑ Information Request ❑ Other Copies ! Dated Description 4 11/21/17 Renaissance Market IP Modification & a Check for $240.00 These are being delivered: ® For your Review/Comment ❑ Corrected and Returned ❑ Other: *If noted items are NOT attached, please contact our office. ❑ For your Records ❑ Returned for Correction(s) ❑ For your Signature ❑ As Requested Via: ❑ Hand Delivery ❑ Fed -Ex ❑ UPS ❑ Regular Mail ❑ Other Notes: Karen, should you have any quest ions or concerns, please call me at 910.443.5330. Signature and (Typed) Name: avid A. Syster D 11/21/17 Southern E-rivironmental Group, Inc. ( GU 5315 South College Road, Suite E Wilmington, NC 28412 Prone: 910.452.271 1 Fax: 910.452.2899 Email: office@segi.us v 7 November 2017 Hand Delivery Mr. Mickey Sugg Wilmington Regulatory Field Office US Army Corps of Engineers (USACE) 69 Darlington Avenue Wilmington, NC 28403 Mr. Chad Coburn NC Division of Water Resources (DWR) Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405 Re: Renaissance Market IP Modification Wilmington, New Hanover County, North Carolina USACE AID# - SAW -2004-9981703-065 Dear Mickey and Chad: JSEGi Project #13-033.01] Southern Environmental Group, Inc. (SEGi) has been retained by HRP Renaissance Market (herein referred to as the "Applicant") to pursue USACE and DWR approvals, in the form of an Individual Permit (IP) Modification and Major Water Quality Certification (WQC) Modification respectively. The authorizations are necessary to facilitate the modification of the previously approved impact of 100 linear feet of jurisdictional stream. The project is located at the intersection of Military Cutoff Road and Sir Tyler Drive; Wilmington, New Hanover County, North Carolina and is locally known as Renaissance Market. The purpose of the modification is associated with road crossings that need to be modified from their original design to meet current standards. The Applicant has developed the majority of the property that was permitted with the existing Individual Permit. The current area, subject of the modification request, is one of the last remaining undeveloped tracts. Although the development of this area was included in the original permit, only a general design was required for approval. The new site plan — developed over the past year and include design aspects for the wetland modification is compliant with our rezoned conditional use and is no longer a concept plan. The plan attached incudes the feedback from multiple consultants and city officials (engineering, traffic, fire, etc.) and includes grading, utility design, and tenant specific input (truck route, landscape plan, outdoor seating areas, parking configuration, parking ratio, building locations and building design). During the design and review by The City of Wilmington and NC DOT, it became apparent that additional lanes would be necessary on Sir Tyler Drive. In order to accomplish this the stream crossing at Sir Tyler Drive will need to widened .by 60 linear feet. To accomplish this the applicant is proposing to reduce previously approved impacts downstream of Sir Tyler Drive to ensure no increase in impacts occur. In addition to the modification of impacts, the Applicant is also requesting a three (3) year extension for the permit to December 31, 2020. This will ensure ample time to complete the construction of the project. The project is currently in compliance with all conditions of the existing permit. Compensatory mitigation that was required included the purchase of mitigation credit and preservation of existing wetlands. Both of these aspects have been completed and are detailed in the attached document. It is SEGi's hope the information found within and attached to this request are adequate to process the authorizations without delay. However, should either of you have questions or concerns or need additional information, please feel free to contact me at 910.452.2711. Thank you in advance for your assistance with this project. President cc: Mr. Raiford Trask Mr. Randy Kelley Mr. Brennan Dooley Mr. Eric Reusch Ms. Karen Higgins (4 hard copies) Enclosures: (1) N 4 - Attachment 1 4 5EGi Renaissance Market Individual Permit Modification Request Requested By: HRP Renaissance Market Mr. Randy Kelley 3 Keel Street, Unit 2 Wrightsville Beach, NC 28480 Prepared By: Southern Environmental Group, Inc. 5315 South College Road, Suite E Wilmington, NC 28412 910.452.2711 Date: 7 November 2017 I 4 Table of Contents Section Title Page I. Modification Purpose and Need................................................................... l II. Location and Existing Conditions............................................................... 1 III. Project History ....................................................................................... I IV. Modification Description.......................................................................... 2 V. Avoidance and Minimization...................................................................... 2 VI. Alternatives Analysis................................................................................ 3 A. On -Site Alternatives........................................................................ 3 B. Alternatives Conclusion..................................................................... 3 VII. Compensatory Mitigation.......................................................................... 3 VIII. Additional Authorizations......................................................................... 4 IX. Summary .............................................................................................. 4 Appendices A. Site Location — Vicinity Map...................................................................... i B. Jurisdictional Wetland Determination............................................................ ii C. Current IP Impact Map......... " ................................................................... iii D. Mitigation Documents.............................................................................. iv E. Proposed Site Plan & Wetland Impact Map ..................................................... v TOC -i Renaissance Market IP Modification I. Modification Purpose and Need SEGi The original and current overall project purpose is to construct a mixed use office and retail development with associated amenities along the Military Cutoff Road coridoor in Wilmington, New Hanover County, North Carolina. This section of Wilmington is rapidly growing and the need for both office and retail space exists. The area around the project has grown considerably since the original permit was issued in 2006. Mayfaire Town Center and the widening of Military Cutoff Road are the most notable changes. This growth has increased traffic in and around the project site, causing NC DOT and The City of Wilmington to require additional turning lanes along Sir Tyler Drive. The proposed new lanes will result in additional stream impacts to the Sir Tyler Drive stream crossing. The project was issued an Individual Permit (IP) in 2006 (extended to December 31, 2017) which approved impacts to 100 linear feet of stream and 0.44 acres of riparian wetland. The Permittee is proposing to modify the permit to reduce the stream impacts at the approved stream crossing to off -set the proposed unavoidable impacts at Sir Tyler Drive. The applicant is also requesting a three (3) year extension for the permit to December 31, 2020. II. Location and Existing Conditions The project site is on approximately 68 acres of land located east of Military Cutoff Road at its' intersection with Sir Tyler Drive; Wilmington, New Hanover County, North Carolina and is locally known as Renaissance Market (See Appendix A). Wetlands present within the project area include streams, riparian wetlands and pocosins. A tributary to Howe Creek runs through the project and connects to Howe Creek along the northern property line. The majority of the original project has been built with only the current subject area remaining. III. Project History A Department of the Army (DoA) wetland Jurisdicitonal Determination (JD) was issued for the project area in December 2009 (See Appendix B for JD Maps and Forms). A DoA Individual Permit was then issued in 2006 authorizing 0.44 acres of riparian wetlands and 100 linear feet of stream impacts (See Appendix C). The permit also authorized temporary impact to 56 linear feet of stream and 140 square feet of wetlands. No other DoA or Department of Water Resources (DWR) permits have been obtained. Mitigation to off -set the approved impacts included the purchase of 0.88 acres of riparian wetlands and 312 linear feet of warm water stream. The Permittee also preserved 10.50 acres of DoA Jurisdictional Wetlands adjacent to the project area. Please see Appendix D for mitigation documents. The project numbers, assigned by the regulatory agencies, include those listed below: Table]. Project numbers associated with the project. The prior site plan (2006) was part of an anticipated general re -zoning submittal where the building placements weren't final and simply a placeholder based on what information the owner had at the time. The idea then was to revamp the site plan design once tenants were named and appropriately designed -built. zed Authorized Issuing Agency Document Project Number Date Issued Expiration Date Impacts USACE Signed Wetland Survey 2004-00096 12/06/04 12/06/09 N/A USACE IP 2004-9981703-065 12/13/06 12/31/09 1001f & 0.44 ac Table]. Project numbers associated with the project. The prior site plan (2006) was part of an anticipated general re -zoning submittal where the building placements weren't final and simply a placeholder based on what information the owner had at the time. The idea then was to revamp the site plan design once tenants were named and appropriately designed -built. Renaissance Market IP Modification SEGi The new site plan — developed over the past year, has taken the property through a more complex conditional use commercial zoning, where the site plan submitted for rezoning and permit must be substantially similar to what was approved in front of city council. The updated plan included for the wetland modification is compliant with our rezoned conditional use and is no longer a concept plan. The plan attached incudes the feedback from multiple consultants and city functions (engineering, traffic, fire, etc.) and includes grading, utility design, and tenant specific input (truck route, landscape plan, outdoor seating areas, parking configuration, parking ratio, building locations and building design). As part of the new plan review a traffic study was required by The NC Department of Transportation (NC DOT) and The City of Wilmington. Results of the traffic study indicated that additional turn lanes will be required along Sir Tyler Drive. These additional lanes will allow the necessary stacking area for vehicles turning left from Sir Tyler Drive onto Military Cutoff Road. IV. Modification Description The Applicant is requesting to modify the existing permitted impacts to allow construction of the additional turning lanes on Sir Tyler Drive. The existing permit approves permanent impacts to 0.44 acres of Section 404 jurisdictional wetlands and 100 linear feet of stream (Crossing B). It also approves temporary impacts to 0.003 acres of Section 404 jurisdictional wetlands and 56 linear feet of stream. Please see Appendix C. Specifically, the Applicant is requesting to reduce the width of the permitted stream crossing labeled "Road Stream (1)" on sheet C3 from 100 linear feet to 40 linear feet (Crossing B). The remaining 60 linear feet of stream impacts will then be utilized for the additional lanes at Sir Tyler Drive (Crossing A). Please refer to Appendix E — Proposed Site Plan and Impact Map, for details of the proposed impacts. Please note that the existing pipes under Sir Tyler Drive are at two different depths. This is the result of the higher pipe having been installed prior to the feature being designated a stream. The second pipe was then partially buried in the substrate as required by DWR. The extension of these pipes will be completed in a similar fashion to maintain the current pipe slopes. V. Avoidance and Minimization It is the Applicant's desire to avoid and/or minimize impacts to wetlands to the greatest extent practicable. During the design phase of the crossings the engineer and design team reviewed multiple layouts to accomplish the Applicants purpose and need while limiting wetland impacts. Avoidance of impacts as it relates to Section 404(b)(1) guidelines was primarily accomplished during the original IP review process. As this modification is specific to the existing permitted crossing and the unavoidable impacts related to required traffic improvements, avoidance was limited. However, the rip -rap aprons at each crossing were able to be reduced or eliminated. Minimization of impacts was also demonstrated during the original IP process. However, additional minimization techniques have been applied during the modification process. These include the use of retaining or end walls at each crossing. Both of which limit side -slopes subsequent overall crossing width. Each crossing was also reviewed and redesigned within the smallest footprint possible while still meeting the design criteria for both NC DOT and The City of Wilmington. Please see Appendix E. Renaissance Market IP Modification VI. Alternatives SEGi During the original IP process, the Applicant did successfully perform an Alternative Analysis per the Section 404(b)(1) guidelines, including off-site analysis. The Applicant has also investigated potential on-site alternatives to the proposed modified design for each crossing. They are as follows: A. On -Site Alternatives Analysis 1. Alternative 1 — Current Proposed Design: This alternative was designed to meet NC DOT and The City of Wilmington traffic requirements, while minimizing the width (stream impact) to the least amount possible at both crossing A and B. Alternative 1 was accepted as it was the least environmentally damaging practicable alternative. 2. Alternative 2 — Use of Bridge(s): The option to reduce or eliminate was each crossing by utilizing bridges was considered. However, due to the existing crossing (A) at Sir Tyler bridging only the proposed additional lanes was not practicable and would not meet NC DOT requirements. Bridging the existing permitted crossing (B) is not possible due to limited areas for bridge take -off and landing. Therefore, Alternative 2 was rejected due to design constraints. 3. Alternative 3 — Use of Bottomless Culvert(s): The use of bottomless or three -sided culverts at crossing A and B was considered. At crossing A, NC DOT will not allow the use of a bottomless culvert in this situation. Additionally, it would not possible to utilize a bottomless culvert for only the additional lanes proposed. The alignment of crossing B makes the utilization of a bottomless culvert difficult at best. Due to existing alignment of the take -off point the culvert would encroach into both existing and proposed parking areas. For these reasons this alternative was rejected. 4. Alternative 4 — No Action Alternative: The No Action Alternative or the alterative that proposes no impacts would not provide the additional turn lanes required at Sir Tyler Drive. This would eliminate access to the current project site Sir Tyler Drive and limit interconnectivity within the subdivision. For these reasons the No Action Alternative is not practicable and was rejected. B. Alternative Analysis Conclusion: Based on the results of the on-site and off-site Alternative Analysis, it is apparent that on-site Alternative 1 is the least environmentally damaging practicable alternative. VII. Compensatory Mitigation A. Compensatory Mitigation: The Applicant has chosen to modify the existing approved impacts and not increase any impacts to the overall project. For this reason, no additional mitigation is being proposed at this time. Renaissance Market IP Modification VIII. Additional Authorizations The proposed project will require the following environmental permits: SEGi Type Agency Date Issued or Applied For 401 Water Quality Certification NC DWR Applying for concurrently with IP State Stormwater Permit NC DWR Submittal Imminent S&EC Permit NC DLR Submittal Imminent Table 4. Other state and local environmental authorizations IX. Summary The Applicant is proposing to modify the existing Individual Permit to reduce impacts at stream Crossing B by 60 feet and widen a second existing crossing, Crossing A by 60 feet. The expansion of the existing crossing is necessary to meet the requirements of NC DOT and The City of Wilmington traffic requirements. No additional impacts are being requested as part of this modification. The Applicant intends to utilize the previously approved mitigation to offset the proposed permanent impacts to the stream as no additional impacts are proposed. The Applicant and SEGi believe the project, as proposed, is the least environmentally damaging, practicable alternative. In addition to the requested impact modification, the Applicant also requests the expiration of the permit be extended for 3 years. This extension will allow construction of the project in a reasonable time frame. 4 1- ■ Renaissance Market IP Modification SEGi Attachment A Site Location — Vicinity Map "y ccsGeneral Project Area Within Renaissance Park e}G�f fes, �' yAs Caicos Ct •r' M � `• � -- �_) ��n '_ Milrtary Cutoff Rd r gyri Google earth - ©2017 C-0091(._ #� �� -, Renaissance Market IP Modification Attachment B Jurisdictional Wetland Determination SEGi U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 200400096 County: New Hanover U.S.G.S. Quad: Wrightsville Beach NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Agent: Mr. Raiford G. Trask. Jr. Address: Westfall Park 1202 Eastwood Road Wilminetan. NC 28412 Telephone No.: Property description: Size (acres) arim. 68 acres Nearest Town Wilmington Nearest Waterway Howe Creek River Basin Atlantic Intracoastal Waterway USGS HUC 03030001 Coordinates N 34.23867 W 77.82671 Location description This prolect area is comprised of eieht parcels (Tract G. F. E. Pond Site #4. Pond Site #1, Lot 37R. Lot 38R. and 40-M. known as the Westfall Park and located within the Research and Renaissance Business Parks, located along the east side of Military Cutfoff Road, off Sir Tyler Blvd, in unnamed tributaries and wetlands adiacent to Howe Creek, in Wilmineton, New Hanover COunty, North Carolina, Indicate Which of the Following Apply: Based on preliminary information, there maybe 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 or 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 waters of the U.S. including wetlands on 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. _ 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 waters of the U.S. including wetlands,havebeen delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on 12/612004. 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 - 2i 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 1 of 2 Action ID: ROL106 0961 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 Jennifer S. Frye at 910-2514923. Basis For Determination: This site exhibits wetland criteria as described In the 1987 Cores Wetiand Delineation Manual and is adiacent to unnamed tributaries to Howe Creek, a tributary to the Atlantic Intracoastal Waterway. This site also contains waterbodies that exhibit an Ordinary High Water Mark as indicated by changes in soil characteristics, the absence of terrestrial vegetation and is hydrologically connected to Howe Creek. Remarks: Cogy furnished: Spangler Environmental, Inc., PO Box 387, Raleigh, NC 27602 Arnold Carson, PLS PC. 406 N. Third Street, Wilmington, NC 28401 John Tunstall, Norris, Kuske & Tunstall Consulting Engineering. 902 Market St., Wilmington NC 28401 Noelle Lutheran, NCDENR-DWO WiRO,127 Cardinal Drive Ext.. Wilmington, NC 28405 Corps Regulatory Official: Date 12/06/2004 Expiration Date 12/06/2009 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. Page 2 of 2 IntR ou +A OATf:..II OPAL. ,,,a eswsee►�d x owp44er a ht A06MIOt a MW 401 VW OAR. 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Q4 c� A all RI -fail 0 ----- - - ----- 7-1 cn 0 > (11 0 L; Jill, 5 71 it j +11 ro 4 4� ro CD I'to , NORF^ KUSKE & OVERALL SITE PLAN RESEARCH PARK WETLANDS IMPACT 9 WILMINGTON, N. C. WETLANDS C) 580 SF. (2) RCP PIPES WITH FES -----�---,�AND CLASS 1 RIP RAP `ENERGY DISSIPATOR. 25'W X 401 X 18"D. SEE DETAIL C3.1 N I All ALE: 1 30 �Dl 60 i-�7 J� 1 IL cc 3:6 .0 z 7- Ro 6 "Rt, mz wCL M 4- W 7) m V, AIL C3 i 0 x � � Z N� sm O ca m .1_] m P Do — — — — — — -- — — V po m 2 ' cu 'O V m v m—w D co 9 �- S� O� = N Z CJ Dr � y N O m N AlO p0 FYI A R�•f IAEt • NOFAU% KUSM &TUNSTALL —ER DETAILS ROAD STREAM (1) 00NOXTN0 empaso . NC RESEARCH PARK WETLANDS IMPACT "'•R ' "" �°' WILMINGTON, N. C. (no Rm r"I 0 C -n cn'U 710 > 101 II m > C' 1 A It /!Nl F r o �+o :1:--) 17 L 'ISS�PAI-0,1 '-X 1 NV. 77 S-1 N C E 7 N T'P. F SIR lty jV 36 GAL A ZI , T / " lop CAL cf) 4�4 �V 3� m Ul Ln m 0 > NO 6 MW KLUMS MCE T! URNOST PAALJL SITE PLAN ROAD STREAM (2) 2 RESEARCH PARK WETLANDS IMPACT it I I I I WILMINGTON, N. C. w v c v O D 0 ol A 1 oIS. NORRKUSIE & TUNSTALL °`' "' DETAILS ROAD STREAM (2) ;i." CONSULTWO oNOWEERS. wo. RESEARCH PARK WETLANDS IMPACT C. WILMINGTON, N. n o v O D 0 ol A 1 oIS. NORRKUSIE & TUNSTALL °`' "' DETAILS ROAD STREAM (2) ;i." CONSULTWO oNOWEERS. wo. RESEARCH PARK WETLANDS IMPACT C. WILMINGTON, N. iI I 1 Ls _z II � ^o'!1 ' I d/ / 2 i CY it I moo co - ci 1 0 1 (. � / cn H I -9i /! / _'IDI I r ( IJ TOr 75 �t r I r�A� nI n �ir�('32 ✓X,'' 2 I' CE /Vtd 7. / o s SIR TYLEI ZY.':'`'� G.A� f �' IQ 36 cn 5R CJ !L m - � I 1 1 u 1 5 WO p ■� me ins w N - Im iew, owsows •t NORRIB. K J6KH & TAT., ra SITE PLAN FOOT BRIDGE r'1 � CONsmTm X18, NC .■ ,,.Q,,� ,,,■�„a„t,., RESEARCH PARK WETLANDS IMPACT WILMINGTON, N. C. p Z N 0 0 07 l �7 m o n m 0 o z m m X a o � � z o � v, Rd pR Rl�RI R RRo� s O< Obi � Till A N0FUV& KU8KE &T�T� °" DETAIL FOOT BRIDGE ; ft CONSULTM E G EWS. N� C. RESEARCH PARK WETLANDS IMPACT WILMINGTON, N. C. /" / /cr�n }/��� ,/ SCALE: 1" = 40' / c� i'-% / /.'ji •' `VV \ \' < 0 40 80 120 011 = O r_— cr W F- # OU \ ` HOTEL IMPACT TO ` cn WETLANDS 6,084 SF. o - 1 0 '{� `' SEE DETAIL C6.1 R p K POSED orE� _ z ..r P ` �� -RETAINING WALL. Asa I n D4 PARKS u c �� \ \SEES L C6.1 ,� 3g CID DRAAGE ! a ' n� V A \ ss r 1 5 ACCESS to ! V i•• 1 �jg= - ; _ -13 \U7r- 30` F.E.S. Wf R,P-RAP- • c� !3s ENERGY DIS5IFATOR 1 J INLET 104 PARKING SPACES \` `I7.GWX12.5'LXI$1 C) 1 - \\ NV. = 14.7p i I-T\8.6I \ 884'3700"E 38.71 _— — -- -- — — 04164 r PIR TY R DRIVE -- — 7—_-— --- — — — ) — �t ss�'- ° y sc vert \.\ I 3.o0.LDRS I C6 �'al. i H a r a 4 � I � N v z J Y Z r az 0 UO J <Z Q w w 5 POOL 2' WETLAND AREA I o CONCRETE OR KEYSTONE ��/ �h BLOCK RETAINING WALL DESIGN BY OTHERS SECTION A -At TEMP. SILT FENCE AT IMPACT LINE. 6 RETAINING WALL CROSS-SECTION DETAIL�� NTS 4 04184 w .. w re aaa C6.1 �J+ .. r �o „- \ // ANIMAL HOSPITAL IMPACT TO WETLANDS / 57' / 875 SF. <.- V/ p� II 31a 59�. F. 1 A C, •A� ,I 210.53' SCALE: 1 " = 30' ` / 0 SO 60 90 79ft SJr _ � j fn `� f !� ►- z - a a 1 R 1.tB� ' o n dP 238 c_j \ \ z az Q W2 co W ' \ CSW_ \1 S9 s \ I Inv -11 F) 04184 S05 25 ?1 '�1 _27_33_, i �. C7 D z-n �^ r Cn O uZ -i z D D %? ^z GJ mm n � % -<—o r m ij. O 0 m t D r rm m� nrD z 0 m.a aai Daae r iae■ .awa r.z . nwu IlCUBM&TNA" NORRs. DETAIL ANIMAL HOSPITAL ,� CONGMTNO ENONMR*. DIM RESEARCH PARK WETLANDS IMPACT ISM a .■..vim wo.awaf.m WILMINGTON, N. C. 0,0co ,•+moi O � �• � � � t' " 7- `�}j � `� (���" Mm�� En (A r co Al. o � I N O (Do + �� ----- �'\ / I D D cn 6\\ \ m ooh � I �®ns w G a io�a oma[ a NORW8. KUSKE &TUNSTALL °"^�� SITE PLAN OFFICE (LOT 37 AND 38) 0 � � CoNa LTM @ Q� 9. *o � � a .oerro� „ a„),.,..o RESEARCH PARK WETLANDS IMPACT co WILMINGTON, N. C. z—n y � r Y/ 1 m 0 � 1 O ` z w�\� Q -v Z b Z mm n � m O o Y m ' -- - D r D� '0 z o rri ;u r Z rn ■rot sQ onra� r ins osa. sS ..a. w.ou n MORRIS, KueKE &T�T� °"'"E"" DETAIL OFFICE (LOT 37 AND 38) 00"wXTm amoom ts. INC. > PARK WILMINGTON, N. CW�LANDS IMPACT F-- - -- - SCALE: 1" = 40, W0 4m.- 40 80 120 I 4 Me tn I � .__01A I c')tn Q \ O W ID I CD LnU -y^ na. O z 1 II Z =0 c I ¢0 Z W W m O I= LU - j NEW HANOVER COUNTY LIBRARY SITE -'- AT WESTFALL PARK __- AAA PROFOS�D BUILDING 1.12* ACRES ---- _ = (' r TRACT (3) ;FLOORS i 01 MILITARY CUT-OFF ROAD Q J e +, -I I� 0 -�-�- - 1.003 ACRES ES -------SECTION i LEVEL 1/FOOjPRINT=23,804 SF LEVEL 2=26.330 I'� i C'•l i!i ESTFALL PAR ` SF LEVEL-/ROOF=24,654 SF TOTAL FLOOR�IAREA=74,788 SF I l I FFE7 24.00 W f GL C, \ p 8 at -- �_ - _'di= TF11BANK -- - I � - NO IMPACT ry .� r -rte- _ -- --._ v � ' • TO WETLANDS r 1,0 II II 04184 TRACT C1 (� 0.223 ACRES-� SECTION 1 WESTFALL PARK _ _ -- _ _ --�— _ _ --- \\ O \ . .d. I -' — _— --- PROPOSED NCDOT R/W PRESENT C9 --- NEW HANOVER COUN gonK LIBRARY SITE Renaissance Market IP Modification Attachment D Mitigation Documentation Preservation Map Receipt for Payment to NC EEP IV SEGi EXHIBIT A ALL of that certain lot or parcel of land situated in Wilmington, New Hanover County, North Carolina and more particularly described as follows: BEING known and designated as Tract "E2C" and Tract "G" as shown on a map entitled Conservation Easement Map of Section 2 Westfall Park recorded in Map Book 51, Page 104- 105 in the Office of the Register of Deeds of New Hanover County, North Carolina. REBECCA P. SMITH REGISTER OF DEEDS, NEW HANOVER 216 NORTH SECOND STREET Filed For Registration: Book: Document No.: Recorder: WILMINGTON, NC 28401 ---------------- 04/18/2007 02:33:55 PM RE 5170 Page: 1231-1244 2007019466 ESMNT 14 PGS $50.00 CRESWELL, ANDREA State of North Carolina, County of New Hanover YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT. PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING. *2007019466* 2007019466 Eco em PROGRAM RECEIPT April 12, 2007 Raiford Trask 1202 Eastwood Road Wilmington, NC 28403-2012 Project: Research Park at Westfall County: New Hanover DWQ#: 2005-1065 COE#: 2004-9981703-065 EEP #: ILF-2005-68 Amount Paid: $100,231.00 Check Numbers:4774 and 4866 The North Carolina Ecosystem Enhancement Program (NCEEP) has received a check as indicated above as payment for the compensatory mitigation requirements of the 401 Water Quality Certification/Section 404/CAMA Permit(s) issued for the above referenced project. This receipt serves as notification that your compensatory mitigation requirements associated with the authorized activity as specified below 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 NCEEP, by acceptance of this payment, acknowledges that the NCEEP 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 below. River Basin Stream Credits Wetland Credits Buffer I & II CU (linear feet) (acres) (Sq. Ft.) Cold Cool Warm Riparian Non -Riparia Coastal Marsh White Oak 0 0 312 0.88 0 0 0 03030001 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 Kelly Williams at (919) 716-1921. Sincerely, W illiam D. Gilmore, PE Director cc: Cyndi Karoly, Wetlands/401 Unit Jennifer Frye, USACE-Wilmington; Thelma Hemmingway, Wilmington Noelle Lutheran, DWQ- Wilmington Doug Huggett, NCDCM-Morehead City Jim Spangler, Agent (email) File kestoYu-l�l... E ... PYo", our lta& North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net Renaissance Market IP Modification Attachment E Proposed Site Plan & Wetland Impact Map SEGi F: \Projects\2017\17120 Renaissance Market\17120 Plan s\dwg\17120.master. rl.dwg (Stream Impacts 1 OF 2) Plotted on: Nov 07, 2017 — 10: 10am by Caduser Ann .a wo—i NOMUS & TUNSTALL OWNEwDEVELOPER STREAM IMPACTS M p X no s � CONSULTING ENGINEERS P.C. ssg RENAISSANCE MARKET c 4 \ roWILMINGTON, Q at INGEASTON, N RD. WILMINGTON, NC 28403 927 MILITARY CUTOFF RD. •' <L r Pr'S� �1S6f ���� ~ � � WILMINGTON, NC 28401 ASH, NC 28420 — PHONE(91U)343-9°s3 PHONE(910)910-799-8755(PHONE) � f"A WILMINGTON, N. C. _� d i 10 #IVA JOB i Ute 11 1114 1 ! I •WN_..=�_ triAf"3rwlw • r _ :. • / I '�`' 0-09 LE V„ F ilii, ; D' - ao Ali - t I wo—i NOMUS & TUNSTALL OWNEwDEVELOPER STREAM IMPACTS M p X ILII y CONSULTING ENGINEERS P.C. D RENAISSANCE MARKET N O r 9 \ roWILMINGTON, Q o INGEASTON, N RD. WILMINGTON, NC 28403 927 MILITARY CUTOFF RD. <L r WILMINGTON, NC 28401 ASH, NC 28420 — PHONE(91U)343-9°s3 PHONE(910)910-799-8755(PHONE) WILMINGTON, N. C. _� d C 4 g = �_ r io & Cn o €P>~ o F ® took J D r� � g C � � � s $ • o m 9 ■ _ L" v 9 Y 10 #IVA JOB i Ute 11 1114 1 ! I •WN_..=�_ triAf"3rwlw • r _ :. • / I '�`' 0-09 LE V„ F ilii, ; D' - ao Ali - t I wo—i NOMUS & TUNSTALL OWNEwDEVELOPER STREAM IMPACTS M p X (� �`,�� y CONSULTING ENGINEERS P.C. RAIFORD G. TRASK, III, PRES. TRASK LAND COMPANY, INC. RENAISSANCE MARKET N O r 9 \ roWILMINGTON, Q U2AWR1'MEET 429 ASH -LITTLER VER RD. NU INGEASTON, N RD. WILMINGTON, NC 28403 927 MILITARY CUTOFF RD. <L r WILMINGTON, NC 28401 ASH, NC 28420 — PHONE(91U)343-9°s3 PHONE(910)910-799-8755(PHONE) WILMINGTON, N. C. 0 U 0 I 0 0 0 0 0 N 0 N U E E v D 0 t 7 d 0 a, 0 N Y �I 42" FES' INV.=12.9 1 POPLA 0 7 42. FES INV. 12.0 CLASS B RIP—RAP ENERGY 11 ISSIPATOR x 15'W 15'LX12"D A s VV LU l -�`- CR x 9 EXTEND 42" RCP > ki\7\is s 60 LF OF PERMANENT STREAM IMPACT :S INV.: 12.14 w x17.25 JUNCTION BOX T=GRADE 1=12.10±ELLSOU PED STAL A TT FLO, 18.26PROPOSE CI I III TOP=16.80± INV=14.3CONVERT EXIST. CITOAJB 1 TOP=17.32± O' _ INV=14.8± 4 98' 17 'JUNCTION BOX - ; 1 s T=GRADE R/W X1 42 1=13.21± (EXIST.) DISK S I' I IIx 18.23 s REMOVE EXIST. FES AND EXTEND 42" RCP TO PROPOSED JB. POUR PIPE COLLAR AT JOINT EXISTING 18.5sjr:�j 42" RCP (2) DETAIL "A" - OFFSITE STORM WATER SCALE: 1" = 20' 0 20 40 PROPOSED GROUND ELEV. AT SECTION STREAM IMPACT SECTION A -A DETAIL N.T.S. CONCRETE HEADWALL DESIGNED BY OTHERS w Y� / co QW U Z 72" ELLIPTICAL a z - z RCP PIPE — 40 LF Q a ° �I z \01 PROPOSED w z SIDEWALK w w04 CONCRETE HEADWALL DESIGNED BY OTHERS DETAIL "B" - OFFSITE STORM WATER SCALE: 1" = 20' 0 20 40 72" ELLIPTICAL RCP PIPE BURY PIPE 1' BELOW INVERT OF DITCH CONCRETE HEADWALL DESIGNED BY OTHERS 4a�I— p da GRADE CONCRETE FOOTING BURY PIPE 1 FOOT HEADWALL CROSS SECTION N.T.S. W U a-Naa -w o12o0= >af0UOZa UJ 0dzO 3o^ ao<U)0 Wa'yaZ� Z U) N 17120 cm JST D. SLF DA1 11 /07/2017 EXH 2 of 2