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116-17 Cape Fear Public Utility Authority
Permit* lass NEW Permit Number 116-17 STATE OF NORTH CAROLINA Department of Environmental Quality and Coastal Resources Commission Permit for X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 Excavation and/or filling pursuant to NCGS 113-229 Issued to Cape Fear Public Utility Authority, 235 Government Center Drive, Wilmington, NC 28403 Authorizing development in New Hanover Countyat NC Hwy 421, crossing under the Northeast Cape Fear River & Fishing Creek, in Wilmington, as requested in the permittee's application dated 7/31/17, including workplan drawings (30)as referenced in Condition No. 1 below. This permit, issued on October 26, 2017 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. Sewer and Water Utility Lines 1) Unless specifically altered herein, all development shall be carried out in accordance with the attached workplan drawings (30), labeled Sheets G-03, WW-1 through WW-9, WW-12, WW-24, WW-25, WW-31, WW-32, W-2 through W-9, W-31, W-32, C-1, C-3, PSI-0, PS2-0, & PS3-0, all dated Received DCM Wilmington 9/8/17. RECEIVED OCT 3 0 2017 (See attached sheets for Additional Conditions) DCM_ M}-Igo CITY This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on December 31.2020 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEQ and the Chairman of the Coastal Resources Commission. P r R Braxton . Davis, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Cape Fear Public Utility Authority (CFPUA) Permit No. 116-17 Page 2 of 3 ADDITIONAL CONDITIONS 2) Unless specifically altered herein, this permit authorizes only the approximately 24,827 linear feet of water line, and approximately 34,259 linear feet of sewer line, including directional drilling of the water line under the Northeast Cape Fear River and drilling of both utility lines under Fishing Creek, and associated pump stations, all as expressly and specifically set forth in the attached permit application and workplan drawings. Any additional land disturbing activities and/or construction may require a modification of this permit. Contact a Division of Coastal Management representative at (910) 796- 7215 for this determination. 3) All staging areas and directional drilling pits shall be located outside of all Coastal Area Management Act Areas of Environmental Concern (AEC). Sedimentation and Erosion Control 4) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to ensure that eroded materials resulting from the excavation of the estuarine shoreline for the directional boring drilling operations do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion swales or berms, etc.). General 5) No work shall take place on any property until such time as the permittee has obtained proper legal authority (i.e. deeds, easements, right of way encroachment agreements, etc.) for said property. 6) Any alteration of or addition to the approved utility lines that involves any Area of Environmental Concern shall require additional authorization from the Division of Coastal Management. Contact a representative of the Division at (910) 796-7215 prior to the commencement of any such activity for this determination. 7) No Coastal Wetlands or open water areas shall be excavated or filled, even temporarily. 8) The permittee and/or his contractor shall meet with a representative of the Division of Coastal Management prior to project initiation in order to discuss the conditions set forth in this permit. 9) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third parry without the written approval of the Division of Coastal Management. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required, including authorizations from the N.C. Division of Energy, Mineral and Land Resources (DEMLR), the Division of Water Resources, Public Water Supply Section, the N.C. Department of Transportation (DOT), and/or the U.S. Army Corps of Engineers. NOTE: The U.S. Army Corps of Engineers assigned the proposed project Action ID No. SAW-2017- 01793. REcENED NOTE: The N.C. Division of Water Resources assigned the proposed project DWR Projegy(a 4%M7 0914. Cape'Vear Public Utility Authority (CFPUA) Permit No. 116-17 Page 3 of 3 ADDITIONAL CONDITIONS NOTE: An application processing fee of $400 was received by DCM for this project. This fee also satisfied the Section 401 application processing fee requirements of the Division of Water Resources. RECEIVED OCT 3 0 2017 DCM- MHD CITY 1�1 Applicant: Division of Coastal Mana eg ment Anolication Processine Notes C A-PC�t PjgL-i'c, M Ll rVo fl-d T-)-� Type (check all that apply) NEW MAJOR MOD MINOR MOD RENEWAL _TRANSFER_ Permit Coordinator: LOB - Field Representative: Q '�Ira,fn - Date/Time $ Checked wJ &OVS Con dtn+ no tail UVetic S wail 1a I QAc+eof, 101(z11-7 Y'--ulew-ed (x✓vni-j-w/ t ,i� . Stgf- to w/6 w a t t- On � ti Oi C tirn Grn rvlpF +� ��/z3%►-2 reC-e�✓Cd e&\Aj I?wv` F#.tnn OF CF p/24(t-7 (cte��cel ;�� add✓ass C�n�. �o� E �1Sl�d Ltd { Csx C�rP 0(�s/17 Ch.t etd W 00" - trvt&J DIGfo V- 4V �'c5v-G RECEIVED OCT, 3 0 2017 DCM- MHD CITY Coastal Management ENVIRONMENTAL QUALITY August 15, 2016 S&ME, Inc. c/o Mr. Walter Cole 3201 Spring Forest Road Raleigh, NC 27612 PAT MCCRORY \lL 11 Govemor DONALD R. VAN DER VAART Secretary BRAXTON DAVIS Dmemr SUBJECT: Coastal Area Management Act (CAMA) Permit Application Submittal for LP Homes Dear Mr. Cole: This letter acknowledges your email sent on 8/15/16 in which you indicated that you wish to place the CAMA Major Permit application for LP Homes in abeyance. Based on this request, processing of your application will be terminated until such time as a written request is received in this office requesting a resumption of application processing. As required by NCAC T15A:07J.0204(d), during the pendency of any termination of processing, the permit processing period will not run. Upon my receipt of a written request to reinitiate processing, the Division of Coastal Management will resume processing of the application at the point where it was terminated. If you have any questions concerning this matter, please feel free to contact me at (910) 796-7302, or by e-mail at heather.coats@ncdenr.gov. Sincerely, Aeather Coats Assistant Major Permits Coordinator Cc: MHC Files WiRO Files Chad Coburn, DWR Tyler Crumbley, ACE RECEIVED AUG 17 2016 DCM- MHD CITY State ofNonh Caroline I Fnvimnmental Duality I Coastal Management 127 Cardiml Drive F#, Wilmington, NC 29405 910-796-7215 DIVISION OF COASTAL MANAGEMENT APPLICATION TRANSMITTAL AND PROCESSING RECORD 1) APPLICANT: Cape Fear Public Utility Authority (CFPUA) COUNTY: New Hanover PROJECT NAME: Hwy 421 Water & Wastewater Utilities LOCATION OF PROJECT: Multiple properties located off NC Hwy 421, extending south from Pender County line to Point Harbor shipyard, and crossing the Cape Fear River at the CEMEX Terminal to the CFPUA Sweeny Water Treatment Plant, Wilmington, New Hanover County. DATE APPLICATION RECEIVED COMPLETE BY FIELD: 9-8-17 FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: n/a CONSISTENCY DETERMINATION: Attached: No To Be Forwarded: n/a FIELD REPRESENTATIVE: Brooks Surgann DISTRICT OFFICE: WILMINGTON DISTRICT MANAGER REVIEW: J — �- B) DATE RECEIVED BY MAJOR PERMITS UNIT: PUBLIC NOTICE RECT 9-14-17 ADJ. RIP. PROP NOTICES RECV.7 APPLICATION ASSIGNED TO: C) 75 DAY MAIL OUT DATE: 9-11-17 FEDERAL DUE DATE: FEE REC'D: $400 #27991 104gb/ 6' i-m rviv JND OF NOTICE DATE: 10-5-17 C'F mn2. fei«1 csz co cP rtar�EED RE 'D: Dore ON: I 150 DAY DEADLINE: STATE DUE DATE: 910-5-17 FED COMMENTS REC'D: PERMIT FINAL ACTION: ISSUE DENY DRAFT ON AGENCY DATE COMMENTS RETURNED OBJECTION S: YES NO NOTES Division of Community Assistance 9j 2-1/1-7 Division of Coastal Management-LUP Consistency 10 Sj 1-7 / Public Water Section (DWR) of 1'-1 I 1� f✓�S cs 1a fjc SdoM+kA �` o(ap�J , Land Quality Section (DEMLR) c1 l5 1l DbMWz- tv, c &Lr'Uc' Division of Water Resources - 401 Section 9 2 Z/1-1 y�40I j SS, gZej 2 01 7 0'1 ' 4 Storm Water Management (DEMLR) 9 21 I I s i cq . V h 1 i G? w/ S^ml State Property Office G Zq 1 ✓ Division of Archives & History 10�4 1l i Division of Marine Fisheries - Shellfish Section el/2 $ t 7 Division of Highways(NCDOT) C, AV,) AU tncvona. Wildlife Resources Commission >a� 1 - RECEIVED Local Permit Officer 21 11 i Dept. of Cultural Res / Underwater Archaeology Division of Marine Fisheries - DCM �I l 11 Corps of Engineers - Regulatory Branch19 . I- I p/U L grow& (7e.tvk--) w /L 6 /11 Recommendations for State Permit — CFPUA- US HWY 421 Water and Sewer Extension 09/11/2017 It is the staff's recommendation that the proposed project is CONSISTENT with the Rules of 15A NCAC 07H .0209 COASTAL SHORELINES (d). This office has no objection to the proposed work, provided it is consistent with state and federal permitting requirements regarding impacts to §404 wetlands and directional drilling under Section 10 waters. It is recommended that any permit issued include the following conditions: 1. In order to protect water quality, runoff from the construction must not visibly increase the amount of suspended sediments in adjacent waters. 2. Appropriate sedimentation and erosion control devices, measures or structures must be implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion swales or berms, etc.). 3. A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 working or 30 calendar days of completion of any phase of grading on cut or filled slopes. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. NOTE: Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (910) 796-7215 prior to the commencement of any such activity for this determination. The permittee is further advised that many non -water dependent activities are not authorized within 30 feet of the normal high water level. NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to project initiation. RECEIVED SEP 13 2017 DCM- MHD CITY t�- MEMORANDUM To: Heather Coats From: Michael Christenbury, Wilmington District Planner Subject: Consistency Determination, Major Permit Application, Cape Fear Public Utilities (CFPUA), New Hanover County Date: October 5, 2017 CONSISTEN RmINATION: p. This project is consistent with the 2016 New Hanover County Comprehensive Land Use Plan. The applicant proposes to extend water distribution system and sewer collection system to serve commercial facilities located along US Hwy 421. The project is along multiple properties along US 421 from the Pender County line to the Sweeny Water Treatment Plant in New Hanover County. Areas of Environmental Concern (AEC's) impacted by the proposal are ES and PT. Waters at the project site are classified as SC;Sw (CFR) and C;Sw (Fishing Creek) and are not open to the harvesting of shellfish. The area is a Primary Nursery Area (adjacent). I have reviewed this proposal for consistency with the 2016 New Hanover County Comprehensive Land Use Plan and offer the following comments. The general area of the project is classified as Resource Protection. In general, New Hanover County allows development in Resource Protection classified AECs, which is consistent with the State's minimum use standards. The New Hanover County Comp. Land Use Plan contains some policies, which exceed the State's minimum use standards, however none of these policies are applicable to this project. This project appears to be consistent with the 2016 New Hanover County Comprehensive Land Use Plan. Cc: File Coastal Management ENVIRONMENTAL QUALITY September 11, 2017 TO: Mark Zeigler Division of Community Assistance Wilmington Regional Office ROY COOPER G.Yem., MICHAEL S. REGAN secretary BRAXTON DAVIS Director FROM: Heather Coats, Assistant Major Permits Coordinator NCDEQ — Division of Coastal Management 127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsCa)ncdenr.gov Fax: 395-3964 (Courier 04-16-33) SUBJECT: CAMA / Dredge & Fill Application Review Applicant: Cape Fear Public Utility Authority (CFPUA) Project Location: Multiple properties located off NC Hwy 421, extending south from Pender Co. line to Point Harbor shipyard, and crossing the Cape Fear River at the CEMEX Terminal to the CFPUA Sweeny Water Treatment Plant in Wilmington, New Hanover County. Proposed Project: to extend water distribution system and sanitary sewer collection system to serve commercial facilities located off U.S. Hwy 421. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Heather Coats at the address above by October 5, 2017. If you have any questions regarding the proposed project, contact Brooks Surgan at (910) 796-7270 when appropriate in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. **Additional comments may be attached** This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached Nn comments. ` SIGNED /` ` " z xl C All- ADATED 1120 117 State of North Carolina I Environmental Quality I Coastal Management 127 Cardinal Drive Ext., Wilmington, NC 28405 910-796-7215 Coastal Management ENVIRONMENTAL QUALITY September 11, 2017 tiro 122017 \N,R onPubrcWa er�p� WiRO - Heidi Cox Regional Engineering Supervisor Public Water Supply-WiRO ROY COOPER Governor MICHAEL S. REGAN Secretary BRAXTON DAVIS Director FROM: Heather Coats, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)ncdenir.w Fax: 395-3964 (Courier 04-16-33) SUBJECT: CAMA /Dredge & Fill Application Review Applicant: Cape Fear Public Utility Authority (CFPUA) Project Location: Multiple properties located off NC Hwy 421, extending south from Ponder Co. line to Point Harbor shipyard, and crossing the Cape Fear River at the CEMEX Terminal to the CFPUA Sweeny Water Treatment Plant in Wilmington, New Hanover County. Proposed Project: to extend water distribution system and sanitary sewer collection system to serve commercial facilities located off U.S. Hwy 421. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Heather Coats at the address above by October 5, 2017. If you have any questions regarding the proposed project, contact Brooks Surgan at (910) 796-7270 when appropriate in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed.p(CLACOt "Additional comments may be attached— KCfd +u bt b AWKv '1, d 4-O-��o FIN More vrshuchun L(�nS 6n iec 0y a (vC&#C( iva�({r This agency has no comment on the proposed proj 9io-R&-7.,,M-Act This agency approves of the project only if the recommended changesl'nkfrkA� are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED b�V� U�rlir-Q C DATED / 1 / Z DCM WILM NIGTON, NC State of North Carolina I Environmental Quality I Conan! Management 127 Cardinal Drive Fat., Wilmington, NC 28405 SEP 14 2017 910496-7215 ENVIRONMENTAL OUAI September 11, 2017 fac, E �3 s. SEP 1 i 2017 ROY COOPER Governor MICHAEL S. REGAN Secretary BRAXTON DAVIS Director TO: Dan Sams District Manager-DEMLR Wilmington Regional Office FROM: Heather Coats, Assistant Major Permits Coordinator NCDEQ — Division of Coastal Management 127 Cardinal Drive Ext., Wil� m NC 28405 heather. coats(a)ncdenr.aov Fax: 395-3964 (Counerd 16.3-33), SUBJECT: CAMA /Dredge & Fill Application Review t Applicant: Cape Fear Public Utility Authority (CFPUA) Project Location: Multiple properties located off NC Hwy 421, extending south from Pender Co. line to Point Harbor shipyard, and crossing the Cape Fear River at the.CEMEX Terminal to the CFPUA Sweeny Water Treatment Plant in Wilmington, New Hanover County. Proposed Project: to extend water distribution system and sanitary sewer collection system to serve commercial facilities located off U.S. Hwy 421. Please indicate below your agency's position or viewpoint on the proposed project and ret n thlnfonn to.HeathecCoaat the address above by October 5, 2017. If you have any questions regarding the proposed project, contact Brooks Surgan at (910) 796-7270 when appropriate in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. **Additional comments may be attached** This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. All 1>r_nI L2 1re.dt 63-5 0,1 t o?✓'a vaIs itJt' � OZ't/L��S Sctr' This abency objects to the project for reasons described in the attached comments. SIGNED DATED SCPI �! 7 RECEIVED DCM WILMINGTON, NC State of North Carolina I Environmental Quality I Coastal Management 127 Cardinal Drive Ext., Wilmington, NC 28405 SEP 15 2017 910-7964215 Coastal Management ENVIRONMENTAL QUALITY September 11, 2017 TO: Chad Coburn 401 Wetlands DWR-WiRO RECEIVED/NCDENR/M SEP 1 1 2017 Water Quality Regional W I Aerations Section gton Regional Office BRAXTON DAVIS Dvector FROM: Heather Coats, Assistant Major Permits Coordinator NCDEQ — Division of Coastal Management 127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsCD_ncdenraov Fax: 395-3964 (Courier 04-16-33) SUBJECT: CAMA/Dredge & Fill Application Review Applicant: Cape Fear Public Utility Authority (CFPUA) Project Location: Multiple properties located off NC Hwy 421, extending south from Pender Co. line to Point Harbor shipyard, and crossing the Cape Fear River at the CEMEX Terminal to the CFPUA Sweeny Water Treatment Plant in Wilmington, New Hanover County. Proposed Project: to extend water distribution system and sanitary sewer collection system to serve commercial facilities located off U.S. Hwy 421. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Heather Coats at the address above by October 5, 2017. If you have any questions regarding the proposed project, contact Brooks Surgan at (910) 796-7270 when appropriate in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. **Additional comments may be attached** This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATED 6 RECEIVED DCM WILMINGTON, NC State or North Carotins I Environmental Quality I Coastal Management SEP 2 2 2017 127 Cardinal Dnve Ezt, Wilmington, NC 28405 Water Resources ENVIRONMENTAL QUALITY August 29, 2017 Cape Fear Public Utility Authority c/o Mr. Frank Styers 235 Government Center Drive Wilmington NC 28403 Subject Property: CFPUA Highway 421 Utilities Project. ROY COOPER Governor MICHAEL S. REGAN Secretary S. JAY ZIMMERMAN Director New Hanover County DWR Project: 2017-0914 Approval of 401 Water Quality Certification with Additional Conditions Dear Mr. Styers, You have our approval, in accordance with the attached conditions and those listed below, to temporarily impact 3.98 acres of 404 wetlands in order to construct a new water and sewer line project as described in your application received by the N.C. Division of Water Resources (DWR) on July 24, 2017, with additional information received on July 24, 2017. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number 4086 (GC4086). 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, and stormwater 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 Permit. This Certification can also be found on line at: hftp://DortaLncdenr.org/web/w A/sM/ws/40 I/certsandpermits. 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. Nothing Compares State of North Carolina I Environmental Quality I Water Resources 512 N. Salisbury Street 11611Mail Service Center I Raleigh. NC27699-1611 919.707.9000 New Hanover County 2017-0914 Page 2 of 4 The Additional Conditions of the Certification are: 1. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of the Certification. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this approval letter and General Certification and is responsible for complying with all conditions. Any new owner must notify the Division and request the Certification be issued in their name (I 5A NCAC 02H .0501 and .0502). 2. Any final construction plans for this project must include or reference the. application and plans approved by the Division under this authorization letter and certification. The applicant will also be required to evaluate all acquired permits to assure that they are consistent and all relative impacts are accounted for and shown on the construction plans. [15A NCAC 02H .0502 (b) and 15A NCAC 02H .0506 (4)] The applicant shall require his contractors (and/or agents) to comply with all of the terms of this Certification, and shall provide each of its contractors (and/or agents) a copy of this Certification. 3. Turbidity Standard The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as described in 15 A NCAC 2B .0220. Appropriate sediment and erosion control practices must be used to meet this standard. Turbidity curtains shall be used as appropriate. Please notify this Office if any turbidity issues arise at 910.796.7215 4. This General Certification shall expire on the same day as the expiration date of the corresponding General Permit. The conditions in effect on the date of issuance of the Certification for a specific project shall remain in effect for the life of the project, regardless of the expiration of this Certification. S. The permittee shall require its contractors and/or agents to comply with the terms 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 a copy of this certification. A copy of this certification including all conditions shall be available at the project site during the construction and maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)] 6. Continuing Compliance: The applicant/permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with 303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal law. If the Division determines that Nothing Compares CFPUA Highway 421 Utilities Project New Hanover County 2017-0914 Page 3 of 4 such standards or lawsare not being met, including failure to sustain a designated or achieved use, or that State or Federal law is being violated, or that further conditions are necessary to assure compliance, than the Division may reevaluate and modify this General Water Quality Certification. [15A NCAC 02H .0507(d)] All mechanized equipment operated near surface waters or wetlands will be regularly inspected and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a hydrocarbon or chemical spill, the permittee/contractor shall immediately contact the Division of Water Quality, between the hours of 8 am to 5 pm at the Wilmington Regional.Offrce at 910.796.7215 and after hours and on weekends call (800) 858-0368. Management of such spills shall comply with provisions of the North Carolina Oil Pollution and Hazardous, Substances Control Act. [15A NCAC 02H .0506 (b)(3) and (c)(3), 15A NCAC 02B .0200 (3)(f), and GS 143 Article 21A]. 8. Fueling, lubrication and general equipment maintenance should not take place within 50 feet of a waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC 02H .0506 (b)(3) and (c)(3) and 15ANCAC 02B .0200 (3)(f)]. 9. This certification grants permission to the director, an authorized representative of the Director, or DEQ staff, upon the presentation of proper credentials, to enter the property during normal business hours 15A NCAC 02H.0502(e). 10. 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 and/or authorized agent is required to return a completed certificate of completion form to the NCDEQ DWR 401 and Buffers Unit North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699 within ten days of project completion. The certification of completion is available at: http://i)ortal.nedenr.or /web/wq/swp/ws/401/certsandpemiits/apply/formsl. 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. This approval and its conditions are final and binding unless contested. This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH). A petition form may be obtained from the OAH at httu://www.ncoah.coin/ or by calling the OAH Clerk's Office at (919) 431-3000 for -/•Nothino Cmmnares , New Hanover County 2017-0914 Page 4 of 4 ti information. Within sixty (60) calendardays of receipt of this notice, a petition must be , . filed with the OAH. A petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through Friday between 8:00 am and 5:00 pm, excluding official state holidays). The petition maybe faxed to the OAH at (919) 431-3100, provided the original and one copy of the petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed transmission. Mailing address for the OAH: If sending via US Postal Service: Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 If sending via delivery service (UPS, FedEx, etc): Office of Administrative Hearings 1711 New Hope Church Road Raleigh, NC 27609-6285 One (1) copy of the petition must also be served to DEQ: William F. Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh, NC 27699-1601 This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you have any questions, please telephone Chad Coburn in the DWR Wilmington Regional Office at (910)796-7379 or Chad.Coburn@ncdem.gov. upervisor Operations Section Wilmington Regional Office Division of Water Resources, NCDEQ Enclosure: GC4086 cc: Mr. Walter Cole - S&ME, Inc., 3201 Spring Forest Road, Raleigh, NC 27616 Kyle Dahl - USACE Wilmington Field Office WiRO(LF Nothing Compares.._ a Coats, Heather From: Coburn, Chad Sent: Thursday, September 14, 2017 4:33 PM To: Surgan, Brooks R; Coats, Heather Attachments: 2017-0914. pdf This is the 401 (issued 08-29-17) for the CFPUA Highway 421 water and sewer line. I'll put the memo sheet on Jim's desk for signature and then send it out. /`Nothing Compares_ Chad Coburn, Senior Environmental Specialist NC Division of Water Resources Water Quality Regional Operations Section Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Phone: 910-796-7379 email: chad.coburn@ncdenr.eov E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. TIA Coastal Management ENVIRONMENTAL QUALITY ROY COOPER Gow,nor MICHAEL S. REGAN secretary September 11, 2017 SUBJECT: Applicant: V Georgette Scott Stormwater Section DEMLR - WiRO f v Heather Coats, Assistant Major Permits Coordinator NCDEQ — Division of Coastal Management 127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)-ncdenr.gov Fax: 395-3964 (Courier 04-16-33) CAMA / Dredge & Fill Application Review Cape Fear Public Utility Authority (CFPUA) Project Location: Multiple properties located off NC Hwy 421, extending south from Pender Co. line to Point Harbor shipyard, and crossing the Cape Fear River at the CEMEX Terminal to the CFPUA Sweeny Water Treatment Plant in Wilmington, New Hanover County. Proposed Project: to extend water distribution system and sanitary sewer collection system to serve commercial facilities located off U.S. Hwy 421. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Heather Coats at the address above by October 5, 2017. If you have any questions regarding the proposed project, contact Brooks Surgan at (910) 796-7270 when appropriate in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. "Additional comments may be attached"' This agency has no comment on the proposed project. XThis agency approves of the project onlXX if the recommended changes are incorporated. See attached. — KetUI%?f' GP f�- - -S41 This agency objects to the project for reasons described in the attached comments. SIGNED L��y GO DATED RECEIVED State of Nona Carolina I Environmental Quality I Coastal Management DCM WILMINGTON, NC 127 Cardinal Drive Ext., Wilmington, NC 28405 910-796-7215 SEP 21 2017 Coastal Management ENVIRONMENTAL QUALITY September 11, 2017 TO: Tim Walton Dept of Administration State Property Office RECENED SEP 1 3 2017 DOA STATE PROPERTY OFFICE ROY COOPER Governor MICHAEL S. REGAN Secretary BRAXTON DAVIS Dlrectar FROM: Heather Coats, Assistant Major Permits Coordinator NCDEQ — Division of Coastal Management 127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsai-ncdenraov Fax: 395-3964 (Courier 04-16-33) SUBJECT: CAMA/Dredge & Fill Application Review Applicant: Cape Fear Public Utility Authority (CFPUA) Project Location: Multiple properties located off NC Hwy 421, extending south from Pender Co. line to Point Harbor shipyard, and crossing the Cape Fear River at the CEMEX Terminal to the CFPUA Sweeny Water Treatment Plant in Wilmington, New Hanover County. Proposed Project: to extend water distribution system and sanitary sewer collection system to serve commercial facilities located off U.S. Hwy 421. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Heather Coats at the address above by October 5, 2017. If you have any questions regarding the proposed project, contact Brooks Surgan at (910) 796-7270 when appropriate in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. "Additional comments may be attached** This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED WA+-OLEi > L.9 DATED S.�� alb, Ao IL RECEIVED DCM WIL MINGTON, NC State of North Carolina Environmental Quality Coastal Management 127 Cardinal Drive Ext., Wilmington, NC 28405 SEP 2 9 2017 910-796-7215 m a�fr % �Y4 alf• alre •�' � Legend M - Proposed Forc Main 6-inch rl UtZ - Proposed Watedine 16-Inch LU w Cn o � Q Proposetl Survey Cortidor � x N 0 n 1-1 S&ME WWWSMEINC.COM 11-0 }t6 A.STEELE xu 1306-16-01< WN au ra.we.xmr p Feet USGS TOPOGRAPHIC EXHIBIT DQN HM421 CORRIDOR L INGTON, NC 1 20117 N J �SO p Aw � •y o M�pd _ .ur. � .��,ya � D pSP -t4 rr c i-z' y .A r -Yc- -iu- -Sw C -11L ,jy. -wfi- -ilb -i14 �IW F •yi, �-Y •ilk ` �Jl yy. -YL �-91t -ib -Yc- �- •+�• mac, .yc. � lu , emu- At- -At. 74 /S•teftis, �• ,.. emu- au. �FS ya ,., I SW N ST A) 21 p HARNETT ST t � G 4� 110, O A BLADEN S N 1 jt1i�'u-,yr 14 y V r4�� BRUNSWICK�ST i Point � -� 0 � x i' � Petert t Cape Eea N W Poinc Cm'inuniT ty RED cRos So N end z soli WA PCLe 9 133� 1 Ur ST _ M Proposed ForceMain 8-inchLu ram° Z H Q Proposed Waterline 16-inch I yy Z C p CHESTNU �.y(. > O Wry Proposed Survey Cmdor V _.pll• - m1 y - �""`SNJUFe[WeBIT'. FBI 17 OEC�s�Wu.�Efq.M'.[i�dsiw[xevT�EVSEnB/SEOVPox�rvsN�Caun.�ax *S&MEw USGS TOPOGRAPHIC EXHIBIT RECEIVED A.STEELE q^ 2C C M WILMINGTON WWW.SMEINC.COM HWY 421 CORRIDOR WATERAND WASTEWATER UTILITIES 130&18-01a uacxo: rune NEW HANOVER COON .NORTH CAROLINA AUG 012017 n W c- O N M o W W Cn r Y Legend Prwosed Survey Corridor Contours EFEE. T DEpsG. IT cu,wxTv oiMFn VYS. TTF�FA9EMOrt xx 4AwP 5FOP xFGdiwiEiYUi RM E. A55WE5M IAExe Nu Wu TTEEs.Wi ...' EW xC •250S&ME °a" 2016COLORAERIALANOTOPOGRAPHICEXHI8IT �� CEIVED 1azsle °Rw . 0C3)JWI MINGTOI A. STEELS . W W WSMEIN 0.COM HM421 CORRIDOR wacroo WWASTEWATER UTILITIES 130&18 -010 HANOVER NEW HANOVERCOUNTY, NORTH CAROLINA AlIr 4S 2017, v 5t� t"1t \ ,* 11 •M r E„ a 101 A I 0 Legend 7 C'1i 1 Proposed Survey Comdw • W r. 0 250Lu Contours sa0 W� Feal 1 S xFIiEOSiwE4 ExW iiE ACE xL4MEwSAENui OPMOYUSERv NVEPugilE A]IryC44 WN1dP Mi. SEl.R FtliWifxLL RMPo9E5 Wv11 � L` TM Mali 4RY Q MSiBYVMYLOM fORINV CE ciseix uw[ PlvtEO SPox� SW Po w.wvScrioiss iu�Fry SrnrE4SFA xisxcwuni4vl � -y • cYe: 1•=250' 10-25-16 �S&ME 2016 COLORAERIALAND TOPOGRAPHIC EXHIBITA.STEELE WWW SMEINC.COM HWY<21 CORRIDORIWATER FAt' 1306-t601< AND WASTEWATER UTLITIES NEWHANOVERCOUNTY,NORTHCAROLINA INGTON, NC 12017 a Q Legend W Proposed Survey Corridor - O � T Contours zm so LE � \ 'pSQ,IIl�l oISTRH, ® ENW mE Ai6 XCONEwpnt ain�„ama eNw IrwEra. LnvriHnP-l"To N TNEW e•• C.!) IMEEHANT O OE rwsiaiNr..oN "'^Or.w.uE*. xEnsENOTETNIs NTE 1ssoNTITSACTKwn.wNpasesw�. iTsw µ.ce<rsaNEIONANrncroNE nuM 61THE Uoew�EAsED WON TNswew.ATION �• U R \;� I •= o ECEIVED oae 16 to-zsts ����� 2016 COLOR AERIAL AND TOPOGRAPHIC EXHIBIT D3CCM LMINGTDN, NC A.STEELE a Nn W W W.SMEINC.COM HIM421 CORRIDOR xo. 0&1& 13O10ENGINEERINGLCIESE WD WASTEWATER UTILITIES AU O el 2017 NEW HMOVEHANOVER COUNTY, NORTH CAROLINA h1 1 r N N )I- r. ; T�• �- \� H Legend �.. t �r4. • '2 W os N O Propetl Surrey Corridor ` � ., • O 0 Contours a zsoi' ' soo A GMJ = feel rl cS TOTTA ..EA \ �..♦ U1 .w CO, 10-CONTO oTtEET W�RE OSTNNEV NINON THE mN-EEEE NOTE THIS oN xscnwTaw wAw Olt `\l WSON OISE. � ON ANY OTHER ISSES THESE MIE NO Waacam Pon SAWp wuaE ONwv NOTCxt..THEEEJ.kG EO—H THISEm w w 11 `r En'E 1'=250' 1EE`"N` . °1OE1 10.25-16 � ME 2016 COLOR AERIAL AND TOPOGRAPHIC EXHIBIT DCM I mrwen A.STEELE 3D W W W.SMEINC.COM HWY 421 CORRIDOR crxn t30&1fb14 WATERAND WASTEWATER UTLITIES (I ac.enw TxsaEw. ram NEW HAN R COUNTY, NORTH CARDUNA fi IINGTON, NC 12017, .: �.�,i�r\O Legend .*`��� �r W� � � Proposed Survey Corntlor O Contours oo,IS a U rl CL e� xwovrncouxrr�.oH caxraw o...wser nrwaexon nn wvis roa.rwx..nxu.wwssonr s, oxo su a. w.xrCHOH s r?—AC xorru».. rsr aac awewwvw ro , THE THEr sawvurr roawvoacisax woE a+.wv.crwxs ru�ax nrxausExusrn iaoxrxis x=wwrwx W`� Cr! g oc .-z5tl �..� o wrz: 10-26-16 S&ME 2016 COLOR AERIAL AND TOPOGRAPHIC EXHIBR _ A. STEELE WWW.SMEINC.COM HWY421CORRIDOR M M .csl. w 130 164)14 „i. ro, rn�m WATER AND WASTEWATER UTILITIES NEW HANOVER COUNTY. NORTH CAROLINA U ION, NC 20171 "REF 7 � h � �'fit.., N. = P Me BIB ` •• T1 NX B! ol so /� Am k 6 � V 2 Legend UP oposetl Survey Comtlo W 1 V W ClJ OBTnnF➢, UQ IIEiEnExCE 45oniwNv[fl6 wEnE xOM MPb s1cOlEUAa IFAW OP.rvu up�Ervu�wµn x.wuvEn couxry lOU CCN�gM diw5E1 REUSE xoicm5 .E£SIlMR WKOML�' `... W �I l�44lf \. seise. 1' = 250' w• rmune no .e 10-25-16 �S&ME 2016COLORAERIALANDTOPOGRAPHICEXHIBIT .��-IVtU A.STEELE WWW.SMEINC.COM HWY421CORRIOOR DCl�pyIL lNGTON,NC 1308-16-01d WATER AND WASTEWATER UTILITIES e.EE�wxc.kuse xo ram NEW HANOVER COUNTY. NORTH CAROLINA �017, A ro Air�.1 • f _ � 4 r r nstt� � ., � wK Y 4. � 5 l Rf , r { n - ♦` AAA �1 t--- �N , Nil md, 7 v w: z`r a t IT _ t, --•, GV� � Proposetl Survey Comtlor _ TA,� f - ��_ V a�C'� 1 „ " r,•l Contours n 5004i eem � ��Cto �a 71fRN?":AJA✓C �`� � p' R ��: cEFEAENCFAS NENE09iwED sxW inE M'. 5.pi xcM `�$%1{� t�� ~\\� u " F / N vmLowwxraaw.a5E1NvE5E ;TSAC wo.MSx w5w,..uYHrt ro `�� �r1 �j�w\1 `A JJnI . V �DIT'fgEANY FN DlCOCN WDE IXIw � E�r T ^ 1�'bw� 1'-25 _ o . ,o-z&16 s1A *S&ME 21116 COLOR AERIAL AND TOPOGRAPHIC EXHIBIT 410 wwvxrv, A.STEELE WWW.SMEINC.COM HWY 421 CORRIDOR CId�1dIU w. WATER AND WASTEWATER UTLRIES 1308-18-014 . . Farn NEW HANOVER COUNTY, NORTH CAROLINA INGTON, NC 120171 FA w t•°if' 1Le �!`al`ty �XwxT'f' +-1M r'..,6. 1 N w lrl� gyp'. k 1 ✓ � - =" '' f �- 77 JT. � It "A19 IT �pL ✓ \ • yy ww t� �T.1 r..t!'yl � ':;4. T. � Y � .S" 1 y. ` �_CJNtON-iR ritetf 0 Legend Uj C � Proposetl Survey Colritlor ® _s (g010Of3 b ', n�•pEFEREXCE: 0— + LU �^ YEX6 wEN yC" LLI i pM1YL CCMpA MLA. °"`" x6..Exfi.T"EUSERR..6EouooxTHS..w+4.Eo" fORNIV RU6W 4.1DE M w r1�PD / ® orE $S&ME 2016 COLORAERIALAND TOPOGRAPHIC EXHIBIT UC VET m-zsns iYNLIL! 0R9XN 6° A. STEELS 1VWWSMEINC.COM HWY 421 CORRIDOR M MI JINC 6ao.EC xD. WATER AND WASTEWATER UTILITIES 130&16-011 - TR.—E.SEor. NEW HANOVER COUNTY, NORTH CAROLINA 2017 -r Y �� 4l•A� Legend I Q W^ O Proposed SurveyjConMld� 'to 0 500 N Cordoure26p MFearI REMCE xecE u. .>o ma�-H+ww�n .rnrx. sw«--- -S o. RR "'-S wWW re-ry C R�Essa. ra+0II= USSR R1u THIS N—MATION (` *` 10-25-16 2016 COLORAERIALAND TOPOGRAPHIC EXHIBIT wv er 'I 9FM A. STEELE yWW.SMEINC.COM HWY 421 CORRIDOR "I'Ro WATER AND WASTEWATER UTILITIES 1306-16-014 oSINUIRiRmIToHSr +o+>s NEW HANOVER COUNTY. NORTH CAROLINA _MINGTON, NC 0 12017 } Legend r Proposed Survey Corridor . UContours o no 500 rwt REFERENCE'. aSIBkRYIORMYo Cl� , E. MVACTI°�T.HERE..KE°FEN�E —TMJs..ow,..,,e. Rwe. 1'=250' FNNM xo. U °R'E' 10.Y5-16 *S&ME 2016 COLOR AERIAL AND TOPOGRAPHIC EXHIBIT Qurxo °nmNm A. STEELS WWW.gMEINC.COM D WATER AND WASTEWATER UTILITIES 1 Je&1&O1� rNORffFRnur�E,u Fan NEW HANOVER COUNTY, NORTH CAROLINA NC 01 20171 1 I y.i IPAC. 1 40, .•,i o �� Legend Proposed Survey CorridorAll III ® Contours W flEFCERf NCE „4 eGrv5B5rtv[ORu.v cEcie>ruWEfxµ [ N1-1rvE�Ir.. O6 ry T l EO u ffS ��I W tact'=260' ••" 201G COLOR 1 O AERIAL AND TOPOGRAPHIC EXHIBIT T 425-ifi S&ME - A.STEELE WWWSMEINC.COM HWY421CORRIDOR DAfLLf MGTON,NC xcT ¢c WATER AND WASTEWATER UTLITIES 13W16-014 REu.rasE w. sa�m NEW HANOWR COUNTY, NORTH CAROLINA 012011 1 w ® Legend �S oN P PT000Eea sO,,,,s comaor '"eeEy � r r � 6+7 - 10 u coEiloxEs 'a aso soo Feet 8 AEFNEREN^S-[LIESNEENIHNJE 9I ' ENE xcM NOTE , w KEE✓E TREaWOS FORIIGERvuVEAL FSUE<]roE wRM1M1fEi. rv4 E _I 96iTe'+ vwsnurvroR NEr OFIEI ueeEcNTET—GwNSEN.ex RV THE USERwssouwN TRISixsauuTion • fIO,E ' 1=350' r wuRE Na is �S&M E 2016 COLOR AERIAL AND TOPOGRAPHIC EXHIBIT awn' A.STEELE WWW.SMEING.GOM HWYQICORRIDOR Dap FMtRxtt WATER AND WASTEWATER UTILITIES IMI$-l"14 NFmwEICFOOE xQ ram NEW NANOVER COUNTY, NORTN CAROLINA NC 012017 r,�-. 1 ;'a IIA MIlk emzk it �ZP � .V tc1� "3111 A, b'� !`y Potential Non -Wetland Waters of the U.S. S1 B, TNW (Fishing Creek) Approximately 130 LF Represented by Flags S1.16-SI.33 h } �� \.. Potential Welland Waters of the U.S. t� >. •. W1B. Rivedne Swamp Forest M Approximately 0.3l ac ''%L Represented by Flags W 1.SB-W 1 ]9 _ Potential Non -Wetland Waters of the U.S. SIA, Perennial RPW (Fishing Creek) Approximately 310 LF Represented by Flags SIA-S1.15 Potential Weigand Waters of the US. W 1A, Riverine Swamp Forest Approximately 0.46 ac Represented by Flags W1A-W1.56 t t r i Legend V� O Data Form Locations a , q - Pmposetl ForceMein 6-inch j .0 -- Proposed Watedine iFinch .. 7 • Feature Flag AA x ♦a c::�� - Weiland Boundary \x , ' I r ®s. c `•1' 9 �4 •As UJ - Stream Bank 1, s •s 1 i=v o wetland � E E* cal Proposed Survey Conldor>o soo •,x• W REFERENCE Q' ..FER WERE uxEn fnW TNE FIA RECINEWAR Pv III w REXOIEM .I. IFEAR.I' lOe x RALRE x5uulz xp a[Sapncixiu�v wx,xr ttaSxrvuME Mia n • v' uaonttewY O•ury.G,pHf EY IxE uYA E f I. -=se Potential Non -Wetland Waters of the U.S. SIC. TNW (Fishing Creek) Approximately 110 LF Represented by Flags S1.34-Sl A4 x 11-03-16 FEATURE EXHIBIT osawar. A, STEELS M/W W.BMEINC.COM NWY 411 CORRIDOR raotcrxo. WATER AND WASTEWATER UTILITIES f]0&184114 ExomERxxrolcvuR xo. FanHANOVERs NEW HANOVER COUNTY, NORTH LAROLNJA 1k VIED GON, NC 201% N N. �N wj'• .-t f� je 't. . �f , .; Iry 000 IMP'.M°ti TN1• "., .r`r t 1� Y, It Vc f '11 1 fy Ilk Yy�ttt�����ijj _l� Y oa. i Cs j�`l`l ` :y •�.c. k. Legend O Dala Form Locations Proposed ForceMain 6-Inch 1' - Proposed Waterline 16-inch .. ° Feature Flag -- Welland Boundary :�; `^� e1• � , , Stream Bank 9 W^ Wetland > Proposed Survey Cmmdor 1 250Fu Nq - N cr m F r OHONpI.�YEAH W91 / r• Phi EORINNEOfRpIlMEA18 NC0EENV.1ER4l ORMp4WERV UYEN R , - (rEORIMTH'WLAMOYe Mv. iSNOI YEWIiM eEepN LEG4, a.nxvulxEvu5E5Mv- f61f!. [)_ NOUI rtE/CCIw.Cv.Y4E.NC/y9NEEHMRFEVpeNnvipl M'v R[S v+wu.� � •�� �� VHW Vp Me EiCmulP 26a_aa 14A1E 11-03-06 S&ME FEATURE EXHIBIT °O A. STEELE WWW.SMEINC.COM HWY 421 CORRIDOR I��L rroto No. WATERAND WASTEWATER UTILITIES 1306-16-014 ENOEEERNOIWENHE No wvH NEW HANOVER COUNTY, NORTH CAROLINA /1IIC I11 201?j NC Y d 1Y� C �i� Fti t t i V it It , 01 Pole htla l Wenan d waters of the US. '� • [.'h r'.�w '•• W3, Pine Flat 1 ��••��`n �VAA Approximately 0.03 ac j µ Represented by Flags W3 1-W3.9 i• Potential Wetland Waters of the t 5 i W]. Pine Flat •q •1 . i : 1 xa ��� : ` Approximately o 39 ac Represented by Flags W2 1 Wl 13 Pot mine Flat d Waters of the US. Approximately Pine Flat ' Approximately 0.01 ac MDR`-♦•{ ♦�'. Represented by Flags W4.1-4 7 s ty. kt Legend' l .t• t ` •�'�Q441 ".t 0Data Form Locations ��'•_i4��y � •. O •$I�A, C�y� ♦ �iT" tl ~• li. Yip Proposed ForceMain 8-inch • I `• '�• t \. A ♦..,� — Proposed Waterline 116 meth �', E ,. • • pF �,y `.�\�Ce v • Feature Flag '%� *'� J1R •'a I•y'`�M '`x T�a 1\ "( • VVY — Wetland Boundary ® Stream Bank i �43 ` • 1y`� ,. LUUJ Weigand N Proposed Survey Cprtidor ssti Sea • . eM. Feel a611JYS11 , x ;w� • F qe \ ti PI RFFOE 0.EE M♦CE: W>i1FPNLOPIegMbERi UYF0.1HeRiµE itetMeWR IMF s lie 1, a r LL, Ovun ♦xb w'suuu�Txw sues xo nsvCwSNnnv•MµvIE[IB WIwR OxµveCllCYe lMFai evn4 uenv 40 •U.�/e CJi .S1 µE xa ' nm-1e *S&ME FEATURE EXHIBIT RE EIVED ' A_STEEIE DCIAOIL INGTON,NC WWW.SMEINC.CON HIM 421 CORRIDOR Enw. WATER AND WASTEWATER UTIUMES 1308-111-011 Exec.....', Emre NEW HANOVER COUNTY. NORTH CAROLINA 12017 fri= Ar Ok le L a` le s a i fa&, I , •,a,r .� ♦L Ate. °. ~ I .�a4��' + �` -{r, K' \ fit t• 61 Legend ♦ 4 r ,` ` '�+. O Data Form Locations Proposed ForcaMain S-incN — - Proposed Waledine 16-inch \i ♦ *• G Feature Flag �; ♦: t�`a�GC` - Wetland Boundary Stream Bank It - Q Welland V J W[� Proposed Survey Corridor S00 / O ® F,-1 `, r N T � M = W VUN'/i^SONAI-cPUOESORMY fPeWTVENNOFORyW LEGI .ORRNV gUESK R XOrtM OAR ^i pW rt 01g1H4N1rg1OEHpX,"Mtl1µYp1MA U, OR yACIAEXOEuµµIEEH U Ysµe NL.MEUIEH NORFNMtliLlYfplµY�[aKN WII OPµYnEmias iµEN HYTHE U MEEO U�IM'Tnti wlE`PwIP. W"' ` �y in Erb 1'=2$0 FMIIIEIp. 12 *S&ME FEATURE EXHIBIT RE EIVED .r. ACg4�IL . STEELE WWW.SMEINC.COM HWY IYI CORRIDOR INGTON, NC rro.Eoeo. WATER AND WASTEWATER UTILITIES IJ06-i6-OIA NEW HANOVER COUNTY, NORTH CAROLINA t 2017 Potential Wetland Waters of the U.S. W5, Pine Flat Approximately 0.39 ac Represented by Flaps W5.1-W5.13 e i y /A � r F: 1XX e� Legend r�� I lC.. O Data Form Locations N, Proposed Forcehlam 8-inch 4 ----- Proposed Waterline 18-inch f o Feature Flag QStream W 9. ! 1 V — Welland Boundary r ✓ Bank Welland / I a A �(�\• N M '.y d 2 1���- I� L I Proposed Survey Corridor 250 500 JJ Fwl aEFENEMCE. as w�.i..exs wexeoeruxeosaau rxe m�.l:so.s�w.s w.ersrw w V', 1 wn ' • IY� xav,[.. LLJensEn (n c1r) rxs.Crosn+l uro..o 1 - z 250" tS&ME Ee+e 11-03-18 W W W.SMEINC.COM oaw"Mx A. STEEIE waR% 1308-18414 NI Eraeawxo ErrasE xu race FEATURE EXHIBIT HM 421 CORRIDOR RAND WASTEWATER UTILITIES OVER GOUNTYL NORTH CAROLINA RYKa M A NC 012017 —a � oe OW f. 5 � � 0 Ile � � c s fo V le Zia "o, lr� � v �c•H. a.. i �♦ r �/. y 4t K Legend: . O Data Form Locations r , . - Proposed ForceMaln 8-inch 1 ';k,.. -'+`' ♦• i x 1 ----- Proposed Walatline 16-inch /� ( ^ -'� � •y � I � �, '��� �� ' ^ Feature Flag - Wetland Boundary e i - Stream Bank r Y We0an0 1�i1'. �,�'I i •. � C � Proposed Survey Corridor 250 soa amurmsvruoawxmrnourremiexcmEuw.znw osrxouactwuvca na wrneos \ '�1:" • ♦. � Nraw+rwrulwooseaox.r. eia sor rwsr.woaarv. isc.�. m.w. orr•aeses rrc au.wwrzm ♦ �_ r W � = waur na.ecwev. eaus.rieasauEa xoaesoo�u.ai.vroaaev ceasros rwos oawracriwarsasv ar•wa �/ /�'le•� •.,ra vaarxa.soseesw rl �� U11 tnse w 350 N tLMINGTEp c' fS&ME WILMINON, FEATURE EXHIBIT V FCJUG A. STEELE ❑ � WWW.SMEINC.COM HWY 4210ORRIDOR 01 2017j 190fi-1fi-0ta croa<svaursr.w . NEWIIANOVERCOUNT'.NORTHCAROLINA •INAY1+. 4u..3 N MANall, IF a A ON t I', , -; - IF A IS L' Sr r /// , • `�\ os4 "X S+' a •�.� x `a IN ON �,A�•r .'� �lr�+J_�` � \ '. ' M�,y \` ♦ \ Y�� lare d IS 6TFAM PIAN ruo n V F , "'r. A 4 N !e n' ... Legend �d * O Data Form Locations i ew q A h_ Proposed ForceMain 8-inch r 1 Proposed Waledine 16-Inch t r lip AI/ 11 �� pry,■ Fealure Flag 1 ///•CCCt '.�. r' , ■)}fir G I d�; Wetland Boundary �``� r �:f • 4.. rt', Ji' .: F,. f - Stream Bank - ^ �; �'Z - .-.•�,� � .rr �� O� ' ® _ wetland f•.r,,. y r..� r�€IC�1.AM a"kfia+^C Aso soo ,•. r�,r IR"li R'YM1"�R" Proposed Survey Corridor It•+rYry," ""s� aEf� ALA E: �t�P ,l`liR�r%r�OE , N FORMA GRAL FORPOSES ONLY 4T IS NOT REAFT HOF OESFOM OR ANY OTHE R USES THEME MINE NO FWJNNorS s- NY IF uAcWSi6ni.A,OR Ax, OFII OR w�,w..crw"oMrE'msw+c rw y�.wr�et�-wt F A, AASTT o „ W {' WE E 1143-16 S&ME FEATURE EXHIBIT Di W� nn..ms.A. STEELE WY+MLSMEINC.00M HW 421 CORRIDOR woac, "o WATER AND WASTEWATER UTILITIES nllr 1306-1"1A woEeEeEaucwssea ram NEW HANOVER COUNTY, NORTH CAROLINA AUG G IINGTON, Ntr 12017j N M_� ,a t rJ 1qN�. t. +• A4 a �tr is r a it "! Fso ST r .1.111111M six, . `F f ti ,�• 1 � oro t Y i n 3`CuH,ons, r 1 t II t .�A ryRo h 1 'd 1 J ♦ �.. ♦ Potential Welland Waters of the U.S. W6A, Freshwater Marsh •�S'` Approximately 004 ac Potential Welland Waters of the U.S. Represented by Flags W6.12-W6.30 W6B, Rlvenne Swamp Forest ♦ Approximately 11.88 ac Represented by Flags W6, 11-W6.12. W6.31-W6.107 116 n ' d Legend terse k►�air O Data Form Locations — }( • jitj — Proposed ForceMain B-inch - - Proposed Waterline 16-inch ` ' �• 4 - /y e� } a� G t ♦ - 'li • Feature Flag [aY n — Wetland Boundary 'd tt`�iyrt3 Potential Wetland Waters of the U.S W15D, Reenne Swamp Forasl — Stream Bank Q'I i Approximately 0 8 ac Represented by Flags W 15 37-W 16.5C Wetland \4•••: '•� "4} ® - Proposed Survey COrtldar sso LU s s: fwl .h nxpax O GIxYEI,OMTNEOBi F. " .xI..,Tus'..NY....—oreasuse, RFAR NOR Me WD nl raou µns.ctw.cv •ee xx: Haas.Noeee•axew oNxepen..ea.wc..xeeinoxusrn mB.rowxMM .� 1'=260' Oe.c xa L U p'sr 11-03-16 *S&ME FEATURE EXHIBIT •B A.STEELE qPl" W W W.SMEINC.COM HWY 421 CORRIDOR crw WATER AND WASTEWATER UTILITIES 1306-16-014 eaLrrxs[ xe rave NEW HANOVER COUNTY, NORTH CAROLINA r � ;aril IJ d. Potential Wetland Waters of the U.S. W613, Rivemle Swamp Forest Approximately 11.88 ac Represented by Flags W6.11-W6.12, W6.31-W6.107 Legend O Data Form Locations - Proposed ForceMam 8-inch - Proposed Waterline 16-inch • Feature Flag - Wetland Boundary ® Stream Bank MUj al weuand o N 0 350 500 a. Cy O Proposed Survey Condor feel r d p _ IEEFFREMCe. EAN¶ Cl- rx fR3 NFAEOBrMHEO FRCMIIE pEWPxaINLpfMOW.OFNVrxKR. AE15EN1.E. nrowNvwrarwwRro5w4E LJJ reui.rmrc5rur ueW oewwolra wea..rFBE.NB NoawwarzEs ruxx R Ir x r ueiw CWIsx. wf S SMRFVfMYnvrMNR¢fy[w W➢F q.VnSfiioNS rwvEH By nE VSEA B•BBI u'YW mBipW/.+vw 5 ff '=250 S&ME a Potential We land Waters of the U.S. n �v. W 15D, Riverine Swamp Forest Approximately 0 63 g, Represented dy Fags N"5 :t]-WL' 50 <tEEB.S� a'nE'snlfu�l�� .,.per. !'Lail. Potential Welland Waters of the U.S. W 15C. Riverine Swamp Forest ' Approximately 0.99 ac xf Represented by Flags W 15.26-W16.36 •,� r'° •1tfull,.t 'dal E . 1 I I 4r .I Potential Wetland Waters of the U.S u W 15B, Riverine Swamp Forest Approximately 0 29 gs Represented by Flags W i 5. 11 Va 1 S :4 7 M Xi. 61' 4 •aa d - � Potential Welland Waters of the U S. p W15A. Riverine Swamp Forest ° Approximately 070 ac Represented by Flags W15. 1-W15.13 9 7 Potential Wetland Wahl of lM US. W 14, Riverne Swamp Forest Approximately 0.55 ac Represented by Flags W 14.1-W14.1 °"E 11-03-16 FEATURE EXHIBIT A. STEELE MNS'WSMEINC.COM HWY 421 CORRIDOR m oxo. WATER AND WASTEWATER UTILITIES 1306-16-014 VIGN EANG Me. vane NEW HANOVER COUNTY, NORTH CAROLINA n va He VILM NGTONe NC �. 2017 W Potential Wetland Waters of the U.S. WEB, Riverine Swamp Forest Approximately 11.88 ac Represented by Flags W6, 11-W6.12, W6.31-W6.107 Potential Welland Waters of the U.S. W6C, Riverine Swamp Forest Approximately 1 70 ac Represented by Flags W6.108-W6.160 rf r }yr • x- 91 f. r ' A C Potential Wetland Waters of the U.S. W7, Riverine Swamp Forest E E Approximately ] 00 ac _ Represented by Flags W].1-W] 62 - Jf Legend O Dala Form Locations — Proposed ForceMain 8-inch ---- Proposed Waterline 16-inch Feature Flag — Weiland Boundary } Stream Bank Welland OProposed Survey Corridor �4. IEEFaEMCE: 1'+w: sa wlxuraaswFnE onuxEomw.rEA�ascoxu vulnWO [._.. Y. swe fY1E. K.xHeue8 x0REVML VOMMerfORW1W. Er/1! a Potential Wetland Waters of the U.S. W 14, Riverine Swamp Forest Approximately 0,55 ac Represented by Flags W14.1-W14.18 Rt t IN tl ,iVu _ "fthxUS Al I R I e5. �pl Y C]l Hepresented by Flags JV13.1 W 1333 Potential Welland Waters of the U.S. W12. Bottomland Hardwood Forest Approximately 0.86 ac Represented by Flags W 12.1-W I2.39 Potential Wetland Waters of the U.S. W11B. Riverine Swamp Forest Approximately 3.54 ac Represented by Flags W11S1-Wtt.86 Potential Wetland Waters of the U.S. W 11 A. Riverine Swamp Forest Approximately 3 88 ac Represented by Flags WIT 1-W1 1 50, 1 WC1.1-WC.1.15 04YOEMIAYFA RFASk xaik nu5 WG i5�dt RCOKe MW4°SOP MYxC�gNS AMEN IY nE �SFA • ItS&ME 11-03-16 -16 r. ee A.STEELE WWW.SMEINC.COM mot o 1306-16-011 exemeewn rxaxeEao_Ea"n Potential Welland Waters of the U.S. W11A, Riverine Swamp Forest Approximately 3.88 ac Represented by Flags W 11.1-W 11.50, WC I -We .1.15 FEATURE EXHIBIT HWY 421 CORRIDOR WATER AND WASTEWATER UTILITIES NEW HANOVER COUNTY, NORTH CAROLINA 1010,1111100. INGTON, NC 12017i I Potential Wetland Waters of the U.S. W 11A. Riverine Swamp Forest Approximately 3.88 ad Represented by Flags W11.1-W11.50. WC1.1-WC.1.15 t44 Y V Yf y S� VEIL y • y 1 1 �PARSC YYSTso 1 ' I 1 ';Z•. 0.8 � x Potential Welland Waters rethe U.3. ./' t �{ p W Rrvedne Swamp Forest r Approximately 1.55 ac Potential Wetland Waters of the Us L. +`� k'£ 1 Represented by Flags W 10.1-W 10.52 Wl, Rhienne Swamp Forest a Ye P•� Approximately 7 00 ac Represented by Flags Wli-W762 e6, Potential Wetland Waters of the U.S. .3. . L siiii Riverine Swamp Forest Approximately �: a Approximately 0.33 ac Represented Dy Flags W9. 1-W9.21 ♦ P rill it ilk fe L � Wti `• af` •'�� t< e 1 k1 Potential Welland Waters ofthe U.S. AWit,pproximately Riverine Swamp Forest •, �' Appro lontedy 1 Fl ec i '' p • t t Representetl by Flags W8.1..W8.2'/ Legend 1r O Date Farm Locations It ` '— Proposed FomeMain 8-inch y Hn Yx H — Proposed Waterline 1Finch + Proposed Survey Comdor i a • Feature Flog Lr' — Welland Boundary rc ® Stream Bank e �, Wetland o n1 COD MIA Weep WdECaiNREOfRM1M giH HCpaYE➢Ieeyy gE111pYIpFM V.YER, rt �rtS.CCYPACY. 1 e TmbkaxOrE uo userxsr sw ie ERRH MRF OR MHYH.IteN, qI N1Y0iefAUYS. •�fYARE xUGWRµrtE3 •W M'alfvMMllYlgllM-CECad WCEMMn RClMva IIYFN TIDE VHFR VPmww, . L eeA w 1'=250' Enu pty 11-03*S&ME-1s FEATURE EXHIBIT A. STEELE WWW.SMEINC.LOM HWY 421 COR WATER AND WASTEWATER UTILITIES TER U �ru 1306-16-010 FNOIEERro IY.ENHE ra,. iDnc NEW HANOVER COUNTY. NORTH CAROL ni EYa;n,;;�IV,NC 0 �_ F" '. J. I- * ' y�T ' y, Wetland Waters oU-S MIS R meSwamp Forest Approximately Flags ac Represented by Flags W1L51-W1L86 '- PNIVA)E � Y•�1.T�• r ,t- tI vV nand Welers of the U.S. v � '� I i e Swamp Forest ^y.� /tpr i tey t1 < � 2 p -c d •. -;a.Y W11.1-W11-50 Potential Non -Welland Wate of Pe U S T 11���� S4, TNW (Cape Fear Ri art r '� Approzimalely 215 LF _ y �� Rapresenled by Flags 52 1 Siti Dale Form Loratians Proposed ForceMain 8-inch Proposed Waledioe 16-inch Proposed Survey Corridor rr Feature FlagWetlantl BouMaryStream LLegendnd BankW Welland S .eel. neOxeie.."n"retwe' . ra.ryrlMnaVlEw veear_'aes_Tw, a •sowwnwLJ.250'W N*S&ME 1 FEATURE EXHIBIT TEEA. STEEIEWWW.SMEINGCOM HWY421 EWATERUORRIDOR WHANOVERATER AND WASTEWATER UTILITIES 1306-16-010 fIpMFFa•Ml LCF119E xo. tune NEW HANOVFR COUNTY. NORTHCAROLINA rt GcNED D1 WI MINGTON, NC 01 20171 A r R ! T T' 0- i 4 Legend — Proposed ForcaMain 6-inch Proposed Waterline 16-inch o < Proposed Survey Conidor t Elevation High : 99 ^— Low:-6 } A, Hlllahade Hgh: 246 i •. # ix .r Q P Low:T6 �;. iss� � � �� 4j r•l.X -1 "OW 1000 1. ,' II. W rl PFFFAEMCE: Or / <V uxFDrgwt�miew NCMn SxruwFMWFE ,u Px nmcnmixc 7 mx pxns[r rvus[ xort rwswr a rox wrmwmwu roxxos[s oxc� n ¢x ) W � rdc.;xiav`iEo.a°wuro,wauan,xruu¢roawwn[[awannsnccuucr..u.w.:wssw ro ^' x[Beprseum roxun RGSxIN UVh ra.wrxcmxsrvrx er rx[Vz[x eu[o war ix¢grmwrion F ..-0 U TApr w w - S&ME DRIE Cn o.ro LIDAR EXHIBR11-09-16 IVED A.STEELE WWW.SMEINC.COM HWY421CORRIDOR INGTON,NC QAAOLOxo WATER AND WASTEWATER UTILITIES 1396-16-016 xxo.ruucxu revs NEW HANOVER COUNT)( NORTH CAROLINA 1 �9171 � r Legend ----- Proposed ForceMain 8-inch Proposed Watedlne 16-inch _{ Proposed Survey Corridor Elevation High : 99 Low -5 t Hlllahade y High: 246 QLow: 76 1� - pe , I w yaoo W C2 0 1r6GENtE: _ _ OIBMiNIAVEe6 NFAE DBTNNEDi.1Al.xc-11T.1EFIwOS1NgMwtM�.vEN/.NDfHEiw— M cl� MNrov�WMLMv(YINq CON1pW N.rNEi. II FwiE NOR TwS W.P 5 fOF ix[pwnoxµ vVN WSES Ox W��.�.wvenEll UAl 111FPF µEND OuµµRC51BWf f.Y /tCuxwCr S— w_ non � rl � IxBrorex KPSMIN.oEwxNr.�.uNs,.xfn n. Txf DEfN B.uD w�N TNrs x.foNN.. w t .-972 ND cJ-) ooe LIDAR EXHIBIT Br. 11-03-16 S&ME A. STEELE W'WWSMEINC.COM HWY 421 CORRIDOR C& rEEo/c.ro WATER AND WASTEWATER UTILITIES 1306-16-014 ENDIr♦E. L. e. ran. NEW HANOVER COUNTY, NORTH CAROLINA NC 120171 I � Legend Proposed ForceMain 8-inch 1}({� -- Proposed Waterline 16-inch • - J Proposed Survey Cortldor + � Elevation f High: 99 - Low :-6 Hillshade r High :246 Low: 76 t, Q ON 2NO W r.., a c ayFEREXce. (�1 UVERSwEREOBINXEO ERd11HE AtB NLCMEwD/.EPW OrtnCMAGFXV UYEXI.NDLNE tWi M[WitiEw _R �_ muse XOTF nR . WSwSSILPTYFORMYD0510 woFw.....c.ro TMENRVmE RM. Du NTX....FwM&TIw *S&ME U1•=1000 Lu W Cq wre. 11-03-16 Q WYYWSMEINC.COM A. STEELE nor o 4 LIDAR EXHIBIT HWY 421 CORRIDOR WATER AND WASTEWATER UTILITIES NEW HANOVER COUNTY NORTH CAROLINA N 4C A 4 .01 GTON, NC 2017, Legend Proposed Survey Corridor f f — Proposed ForceMain B-inch y.. - Proposed Waterline ill -inch N W I Welland Type . Y11 y Estuarine and Marine Deepwaler Estuarine and Marine Welland Freshwater Emergent S Wetland �% Freshwater Forested/Shrub Weiland �+ r. Freshwater Pond p 1♦ Lake Other p �t ' phi Rivarine 100o 20a0 � > cm � wE,wos��cNI—oI<:w,,ee REFERENCE d5T' VvF I�o�suw�f":o�;:�; '��:5°:�; :F`E�'► An � ..N oEspx.lEo... i.E2..x6E.NE MJ W.PMIEE E111 I�Ink cuur.v 5.5E v�. rStuu[S srAwsarlrrwswnxma. uME w.w..clnsn..e. s.ms Ea esvo woa.�ss.rww-�o.eNl - 4F '. _ S ._•. Uj 1•=1000_ ECEIVED U eeB ° ss is �S&M E NATIONAL WETLAND INVENTORY EXHIBIT DC�M LMINGTON, NC >♦�Ip: A. STEE.E W\VyYSMEINC.COM HWY•21 CORRIDOR 1906-tfi-014 UTES AHANOVER A Y, 7 OY 201 .UCENIExa folr• NEW COUNTY NORTHTCAROLINA WNW., C� tw i F ,.. 1�. .:a, \4 V t. N 3 r It I - A-e .1 Legend p"'� T sif •r�.�j:, r: O Proposed Survey Corridor 1� r4 t v' — Proposed For<eMain 6-inch .p rM,r �rl .:; ------ f Proposed Watsdine 16-inch �_ ♦ E x .i NWI Wetland Type p. Estuarine and Marine Deepwaler - � \ � MW Estuarine and Manna Welland 1 Freshwater Emergent Welland t • y� �� 3 Pik .° Freshwater Forested/Shrub Wetland r' �. 1 11 Y� It Freshwater PondIt Lake s(.. i i..•f �� M rk•. •r It \ . Other f,; !A Y�;A ,f Riverine t.00p 2000 WUYLI L � IIEFE0.EM^ E: n l YERS WERE OBrNMEUrRM rNEAMN[gE1W RdNLMr110Y/.OFMIAYER.VO r1EM1FYerWB lMlpxAi s«r I� .E BrwoSix°FrnOxYMi/EFin,Fv.«MOIF Tp Y.V YrOR MMWIOW.LIVRPoR]PLY rt®N]l1EIM _ „B usux. rErva. onunor�x u«s rru xrcxonwuxreeewwrrta.uwcY FUR..cwuEsw rp, .Pf 'G 1Y11 �+ �swurrrwvm rcrnwr�x.rc wxrvvcra«rusxsY mF wFReumivo.rWs.rwx..rw 2 REs NATIONAL WETLAND RE IVED e� =3-16 S&ME vAe ND INVENTORY EXHIBIT 11-03-tfi C 681E INGTON, NC ` A. STEELE WWW.SMEINC.COM HM 421 CORRIDOR vQrmrw WATER AND WASTEWATER UTILITIES AUG i. 2017 tae6-18-0ta F«RaFw lcExe[x¢ wvc NEW HANOVER COUNTY NORTH CAROLINA I >� IM 9 >r M+J 41 cmm c F n MOMa tr u U V i Pam UPIRM. r;UWc,c1nb raft .r 44 C Legend Proposed Survey Corridor - L, Proposed ForceMein 8-inch Proposed Waterline i6-inch ~ CI P.! 1`•- 1? 1,pr NM Wetland Type ki t� � Pg�-q � a O Estuarine and Marine Deepwater I Estuarine and Marine Wetland • [ a Freshwater Emergent Welland ...— 4t7 wre Freshwater Forestetl/Shrub Welland s l`lr,Freshwater Pond 'dti. AX fir. r Lake It -cs a� olh,T HivYnnr - ! odo z.000 ':'..— � •.11� 7 '•�+:.. _ a: � fR1Y1TEAtf XEp1EYV /.FPV1 OFTiquwExv UYEx..MD THE ]0'.5D Fw. rNlAXfl fEININOR TW WPOrW MrAwio.'µ �ro5E5 plv rt6NDr1EµlEM $S&ME°i°E' W W W.SMEINC.COM 11-0}t6 A. STEEL E e oe w. 1 -18-01♦ Erow2P•c mwSE xD. fans NATIONAL WETLAND INVENTORY EXHIBIT HWY /21 CORRIDOR WATER AND WASTEWATER UTILITIES NEW HANOVER COUNTY NORTH CAR LINA 6C ' ;ED STON. Nc z Legend NHD Waladwdy - Pmpe Fq eMain bmr - PnposW Wabdina 16Jnc6 U= Proposed Survey Corridor 1 tlYnlMgSE6PlY nBxai�Ewfrw r...o xwasT...1 'o .l1-1 mmA'- Ran.0 sTu a.1 usua=.aao wrur. oaenxr wrc w.w..c.wws...ew...�ruseasaaoiwn.ars n,raw..ron 11-03-16 *S&ME A. STEELE WWW.SMEINC.COM 13M16-014 —E-1--l- ra,,,. NATIONAL HYDROGRAPHY DATASET EXHIBIT HM all CORRIDOR "�� WATER AND WASTEWATER UTILITIES NEW HANOVER COUNTY. NORTH CAROLINA u 01201h NC em♦ . ypL7 T �y MC a AA rill to Y' \ ! L T �, r A O Legend — NHD Walerbody �`a ! — ProposM ForceMeN &intli �i r PropoaeC Watedare 16,ncn a I� Proposed Survey Corridor a 1,pao z,aao Feet xw: DATA Trees were aeruxenraou.xswrexcoxswr Tawwwxw—ursa.romemre Towsa. r1I.erxn weurox.E .H..L ' oar. naxorra.wrr .meeur. raeun oeD5. rxea.AexToeETwrees.awrna.enw.cr. sue. we auu- 't C�9 w.or ax wr.crwxsr..rx .11 Tux uesn wxrxe.r�w..�ox r I py n s� Lu if°'a WWW.SYEINC.COM NATIONAL HYDROGRAPMY DATASET EXHIBIT HIM 421 CORRIDOR WATER AND WASTEWATER UTILITIES NEW HANOVER COUNTY. NORTH CAROLINA D%CM B I' AI _ ECEIVED ILMINGTON, NC 0120171 1"3-16 amw a.. A. STEELE rwoA 130616-011 ♦yppry♦xo. rana VJ ki'jn k q _r 1. f • ilk, t s h y ~ •r� 1,1. r I �f" R Nl 0.. s Legend - kill; 'r 1 "; a �xk NHD Waterbody - Proposed ForceMain 6-inch �. � ---- Propoeetl Waterline 16-inch ..%� T' i ,^ -!Z • ~lilill,_• Proposed Survey Corritlar o 1'� 2•� i Wrurauraewasoawxwrxwr mux oEw unwoamowoswu uuomu w ur w.�j tt �t�l '. p ar.parssr. Iuxsxon ranw.0 rw lrwwrawrwroxlwr. nuxarvwxr.w � '1� '! ♦ •°' j.y t �� Nn'ou wrarorlEa uase. r�aae aysxo a�ww.rsee.ewn na.cow.cr smE. we uauea s :'.�/seA.. 1 'a.a> awiemurr roxar. �mwx u.oa wa...croa raex e.,«F usexsvm swxras a.waa�ox'm 1 e�S&ME NATIONAL HYDROORAPHY DATASET EXHIBIT LJ.J 11-03-,6 A•� A. STEEIE HWY 421 CORRIDOR AhfihW.SMEINC.CGM ap 1308-16-01a WHANOVERATER AND WASTEWATER ORUTCAROS [rveMeexlxe wexu x¢ rune NEW HANOVER COUNTY. NORTH CAROL NA I Legend Proposed ForceMain 8-inchn + f 1 t Proposed Waterline 16-inch Proposed SurvoY Corridor r FEMA Flood Zontrt� r . a 0 2%Annual Chance Flood Hazard 1 t ® 7%Annual Chance Flood! HezaM, BFE Determined , U , as wsx urxw aas oe*uxeo raw rxe my xcoxExwx �Exu� oaniouwra. wrexuro>v. m�. xew xxxoax m�xnxrnoowxxrew.aowISE I P. xmrs a... �.�s «o. xvn o t.pap xosp Q x��ar�v.m�U1 x�xwx. DEasw u..Xi. �.,�w µEt „s1-11PPP THF.1- 1-�T. 25 -=1000 10-15-16 *S&ME FEMA FLOOD ZONE EXHIBIT s" A. STEELS WWW.SMEIN6.GOM HWY tYt CORRIDOR rwao+n. WQER ANDNOVER WASTEWATER ORUTCAROS U 1]06-16'01a wsxe[aHstrzxu ra ram NEW MANOVER COUNTY, NORTH CAROLINA 411 e.a.aa R CEIVED D#X W MINGTON, NC 0 120171 —„A i '1 N♦ 1,y Y IF' t 2�p• e To♦ r vyY Y�O'� '14 ♦� Ir•�' d LL �a 1 .I iw \ tk � � s I YTS e` yALI�. .,YfA' r - �/I rj <v 'A, eti,Ia`• �,vx '.11 { ,ie � �� it f Legend Proposad ForceMain 8-inch A. i�KiaEJ Propoeea Waterline 16-inch Proposes Survey Cwridw X, �`• . A FEMA Flood Zone /j� " e�I nua ante boa ® 1%Annual Chance Flood Hazard, RFE Det..ined O IIs91E11cE-. Y .%�' mu �x.•sw nK MAkTus .'v .Te.ccuwc+ No ar t,ax 0 uEnarseUT.r�.N. DE e.Trvf LTER bs[o wax.nb cN Feel - ^NI y} STWa V W E ocE *S&ME FEMA FLOOD ZONE EXHIBIT 1a2s1s QQy� cr ga w'�ieY A. STEELE WWW.SMEINC.COM Y HW421 CORRIDOR /^ reoEnrp. WATER AND WASTEWATER UTILITIES 6 T 1308-18414 woeFEEnno uraeEw Fam NEW HANOVER COUNTY, NORTH CAROLINA I r INV rON, NC 12011 t ry f 6 d illrt ♦ 1 10 o ��, 1 '.� F� ��•: �� .1t jo k AIR Too z r1 r•r �y,n frw Of Legend , I ' Proposed FomeMain 8-inch 1 t. ^ s l' sj , s . Proposed Waterline 16inch 1 L Proposed Survey Corridor iiary H�" FEMA Flood Zone 0.2 : Annual Chance Flood Hazard / F -+� -'' - ! kt17PYY',.-, Q ®1%Annual Chance Flood HazaN BFE Determined a rlj��ti -... iN1w .Mnb ••in �. LUam wnuKvaav EOeaNEorsa.tmR$LNwrvrw.AE.0 O.rxaaweR. urea AND THE lac xew HANOVER p u..a.µre�c4:a.N LEGAL ITHEREAMER—T-1—ITIA-IRIA-1 1— .NO o t 000• x000 M Fl SAHH ee� a --I ecee t'=1000' r.waxa L� aNE 1oss16 S&ME FEMA FLOOD ZONE EXHIBIT DCA� WI CEIVED LU _e ec MINGT ��■/ Gn A. STEELE WWW.SMEINC.COM HWY<21 CORRIDOR /III ONr NC �'+•` (+ �� ILITIES 1]06-16-010 NEW HANOVER COUNTY. NORTHWATER AND WASTEWATER TCAROLINA AU 1 2017 F .- r. „ W Legend Proposed Survey Corrode, OOne -Mile Search Radius Element Occurrence MNINMLa1rIFIVYpE uolK anal .1.Lc iME..FILE. REIZ tlI KC1eNlYWI%KOlE6 a.armrrawEe. rxEIEEx�xo oLue.xrve.ewrmrcLwc.. urE, Cl— w w 1.=3006 S&ME 10-T6- s�Lrer' A.STEEL16E V/WW.SMEIHGCDM LT 1]0616-OU 11 ExowEmwLcresr xo. wne islieli. NC NHP ELEMENT OCCURRENCE EXHIBIT ED HWvaa1CORRIDOR I QCM ILMINGTOP WATER AND WASTEWATER UTILITIES NEW HANOVER COUNTY, NORTH CAROLINA A u 012 011 NC W ENED VINGTON, NC 012017A 9� WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region ProjecuSite: Hwy 421 Utilities City/County: Wilmington/ New Hanover Sampling Date: 9-23-16 Applicant/Owner: CFPUA State: NC Sampling Point: DP1 (W1) Investigator(s): W. Cale Section, Township, Range: Landfonn (hillslope, terrace, etc.): hillSlope Local relief (concave, convex, none): none Subregion (LRR or MLRA): T, 153A Let: 34.33188 Long:-78.013079 Soil Map Unit Name: Kureb sand, 1-8% slopes NWI classificafion: N/A Slope (%): 5% Datum: NAD83 Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation _, Soil _, or Hydrology significantly disturbed? Am 'Normal Circumstances' present? Yes X No —_ Are Vegetation _, Sal _, or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes _ No X Is the Sampled Area Hyddc Soil Present? Yes No X X Weiland Hydrology Present? Yes No X within a Wetland? Yes No HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (B6) ❑ Sparsely Vegetated Concave Surface (B8) Primary Indicators (minimum of one is required: check all that apply) 8 Surface Water (All ❑ Aquatic Fauna (B13) High Water Table (A2) ❑ Mad Deposits (B15) (LRR U) ❑ Drainage Patterns (810) ❑ Saturation (A3) ❑ Hydrogen Sulfide Odor (Cl) ❑ Moss Trim Lines (B16) Water Marks (B1) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Dry -Season Water Table (C2) II-Q_--II Sediment Deposits (B2) ❑ Presence of Reduced Iran (C4) ❑ Crayfish Burrows (C8) Drift Deposits (63) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9) ❑1 Algal Mat or Crust (84) ❑ Thin Muck Surface (C7) ❑ Geomorphic Position (D2) u Iron Deposits (B5) lU'J'f. Other (Explain in Remarks) ❑ Shallow Aquitard (133) ❑ Inundation Visible on Aerial Imagery (B7) ❑ FAC-Neutral Test (D5) Water -Stained Leaves (Bg) ❑ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes _ No X Depth (inches): Water Table Present? Yes _ No X Depth (inches): Saturation Present? Yes— No X Depth (Inches): Watland Hydrology Present? Yes _ No X Includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: RECEIVED SEP 13 2017 RECEIVED DOM WILMI JGTON, US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - VehtQ2e 1 2017 VEGETATION (Four Strata) - Use scientific names of plants. Tree Stratum (Plot size: 30'XW' 1 Ilex opera 2 Liquidambar styraciflua 3 Quercus falcate 4 Quercus nigra 5 Pinus taeda g Sassafras albldum 7. 8. Sampling Point: W1 -up Cover Species? Status Number of Dominant Species 20 Y FAG That Are OBL, FACW, or FAC: 3 Total Number of Dominant (A) 20 Y FAC 20 Y FACU Species Across All Strata: 6 Percent of Dominant Species (B) 15 N FAC 10 N FAC That Are OBL, FACW, or FAC: 50 (AIB) 10 N FACU 50% of total cover: 47.5 Saolina/Shrub Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = 95 = Total Cover _ 20% of total cover: t9 50% of total cover: Herb Stratum (Plot size: ) 1 Pteddlum aquilinum 4 2. _ 3. _ 4. _ 5. _ 6. _ 7. _ 8. _ 9. _ 10. _ 1 - Rapid Test for Hydrophytic Vegetation _ 2 - Dominance Test is >50% _ 3 - Prevalence Index is 53.0' - = Total Cover _ Problematic Hydrophytic Vegetation' (Explain) 20% of total cover: 'Indicators of hydric soil and wetland hydrology must 0 Y FACU be present, unless disturbed or problematic. 12. _ 40 = Total Cover 50% of total cover. 20 20% of total cover: 6 Woody Vine Stratum (Plot size: ) 1 Parthenocissus quinquefolia 10 Y FACU 2 Vdis rotundifolia 5 Y FAC 3. _ 4. _ 5. _ 15 = Total Cover 50% of total cover: 7.5 20% of total cover: 3 Remarks: (If observed. list momholooical adaptations below) US Army Corps of Engineers Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DSH), regardless of height. Sapling/Shrub - Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 it (1 m) tall. Herb - All herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 it tall. Woody vine - All woody vines greater than 3.28 it in height. - Hydrophytic Vegetation Present? Yes No X RECEIVED SEP 13 Z017 RECEIVE DCM WILMING ON, NC )CM- MHD CITY 17 Atlantic and Gulf Coastal Plain Region - Version 2.0 SOIL Sampling Point: W1-up Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matrix (inches) Color (moist) % Redox Features Color (moist) ems— Type' Loc Texture Remarks 0-8 10YR 3/1 100 LS loamy sand 8-16+ 10YR 6/3 100 LS loamy sand 'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Send Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Solle: Histosol (Al) J—I Hislic Epipedon (A2) ILn�J Polyvalue Below Surface (S8) (LRR S, T, U) Thin Dark Surface (S9) (LRR S, T, U) TTT❑llt 1 cm Muck (As) (LRR O) 2 cm Muck (A10) (LRR S) Black Histic (A3) u Hydrogen Sulfide (A4) �] Stratified Layers (A5) Loamy Mucky Mineral (F1) (LRR O) r] Loamy Gleyed Matrix (F2) j] Depleted Matrix (F3) T� Reduced Vertic (F18) (outside MLRA 150A,B) u Piedmont Floodplain Soils (F19) (LRR P, S, T) ID Anomalous Bright Loamy Soils (F20) ❑ Organic Bodies (AB) (LRR P, T, U) 5 cm Mucky Mineral (A7) (LRR P, T, U) Muck Presence (All) (LRR U) 1 cm Muck (As) (LRR P, T) Depleted Below Dark Surface (At 1) Thick Dark Surface (Al2) Coast Prairie Redox (A16) (MLRA 150A) {I".".II n Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (FB) Mad (F10) (LRR U) ❑ Depleted Ochric (F11) (MLRA 151) Iron -Manganese Masses (F12) (LRR O, P, Umbric Surface (F13) (LRR P, T, U) (MLRA 153B) 7❑ Red Parent Material (TF2) Tub Very Shallow Dark Surface (TF12) D Other (Explain in Remarks) T) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, Sandy Mucky Mineral (S1) (LRR O, S) Sandy Gleyed Matrix (S4) Sandy Redox (S5) LJ Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. ❑ Reduced Vertic (F18) (MLRA 150A, 150B) Piedmont Floodplain Soils (F19) (MLRA 149A) Stripped Matrix (S6) Dark Surface (87) (LRR P, S, T, U) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Restrictive Layer (H observed): Type: FHydr,, Depth (inches): Present? Yes _ No X Remarks: RECEIVED SEP 13 2017 RECEIVE DCM WILMING is A, NC US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0 WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region Project/Site: Hwy 421 Utilities ApplicantlOwner: CFPUA Investigator(s): W. Cole Landform (hillslope, terrace, etc.): floodplain Subregion (LRR or MLRA): T, 153A Soil Map Unit Name: Murville fine sand City/County: Wilmington/ New Hanover Sampling Dale: 9-23-16 State: NC Sampling Point: DP2 (W1) Section, Township, Range: Local relief (concave, convex, none): concave Slope (%): 0-2% Let: 34.33181 Long:-78.0078 Datum: NAD83 NWlclassificetion: PF01/4B Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No _ (If no, explain in Remarks.) Are Vegetation Soil _, or Hydrology significantly disturbed? Are'Normal Circumstances" present? Yes X No Are Vegetation _, Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No— Hyddc Soil Present? Yes ) No Is the Sampled Area within a Wetland? Yes x NO Welland Hydrology Present? Yes X No Remarks: Riverine swamp forest (NCWAM type) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (86) ❑ Sparsely Vegetated Concave Surface (138) Primary Indicators (minimum of one is required check all that apply) 8 Surface Water (Al) ❑ Aquatic Fauna (B13) High Water Table (A2) ❑ Mad Deposits (B15) (LRR U) B Drainage Patterns (B10) 0 Saturation (A3) Q Water Marks (Bi) ❑ Hydrogen Sulfide Odor (C1) ❑ Oxidized Rhizospheres along Living Roots (C3) 0 Moss Trim Lines (B16) ❑ Dry -Season Water Table (C2) Sediment Deposits (B2) ❑ Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8) Drift Deposits (133) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (134) Thin Muck Surface (C7) ❑ Geomorphic Position (D2) Iu-I Iron Deposits (B5) r❑❑�f LJ Other (Explain in Remarks) ❑ Shallow Aquitard (D3) Iu-1 u Inundation Visible on Aerial Imagery (B7) Q✓ FAC-Neutral Test (135) ✓❑ Water -Stained Leaves (139) Q✓ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes X No_ Depth (inches): 3 Water Table Present? Yes X No Depth (inches): at surface Saturation Present? Yes X No_ Depth (inches): at surface Wetland Hydrology Present? Yes X No includes capillary fringe) _ Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: RECEIVED SEP 13 2017 RECEI DCM WILMIN ar rri , .t ON, NC US Army Corps of Engineers v wive-IVIN 1V VI 1 Atlantic and Gulf Coastal Plain Region - Version 2.0 FA VEGETATION (Four Strata) — Use scientific names of plants. sampling Point: WI -wet Absolute Dominant Indicator Dominance Test worksheets 50'x50' Tree Stratum (Plot size: )Cover Species? Status Number of Dominant Species 1. Taxodium distichum 40 Y OBL 7 That Are OBL, FACW, or FAC: (A) Total Number of Dominant p Acer rubrum 20 Y FAC Parsee borbonia 10 N FACW 3. Species Across All Strata: 7 (B) 4. Percent of Dominant Species 5. That Are OBL, FACW, or FAC: 100 (A/B) 8. 7. Prevalence Index worksheet: Total %Cover of: Multiply bw S. 70 = Total Cover OBL species x 1 = 50% of total cover. 35 20% of total cover: 14 FACW species x 2 = Saplina/Shrub Stratum (Plot size: ) FAC species x 3 = 1 FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = 2 3. 4. 5. Hydrophytic Vegetation Indicators: 6. _ 1 - Rapid Test for Hydrophytic Vegetation 7. X 2 - Dominance Test is >50% 6. _ 3 - Prevalence Index is 53.0' = Total Cover _ Problematic Hydrophytic Vegetation' (Explain) 50% of total cover: 20% of total cover: Herb Stratum (Plot size: ) 'Indicators of hydric soil and wetland hydrology must 1 Osmunda spectabilis 20 Y OBL be present, unless disturbed or problematic. 2 Woodwardia areolata 20 Y OBL Definitions of Four Vegetation Strata: Tree— Woody plants, excluding vines, 3 in. (7.6 cm) or 3 Zizania aquatics 20 Y OBL Persiceria pensylvanice 20 Y FACW 4 more in diameter at breast height (DBH), regardless of height. SaplingfShrub — Woody plants, excluding vines, less 5 Saumrus cemuus 15 N OBL 8. Osmundastrum cinnamomeum 10 N FACW 7. than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb — All herbaceous (non -woody) plants, regardless 8. 9. of size, and woody plants less than 3.28 fl tall. 10. Woody vine — All woody vines greater than 3.28 it in 11. height. 12. 105 = Total Cover 50% of total cover: 52.5 20% of total cover: 21 Woody Vine Stratum (Plot size: ) 1. Smilax laurifolia 10 Y FACW 2. 3. 4. S. Hydrophytic 10 = Total Cover Vegetation 50% of total cover. 5 20% of total cover: 2 Present? Yea X No RECEIVED SEP 13 2017 DCM NC US Army Corps of Engineers ` WOMIc ari?dMe0aMf AaiA Region — Version 2.0 SOIL Sampling Point: W1" wet Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.) Depth Matrix Fe Redoxatures (Inches) Color (moist) % Color(moistl 1°� Tvoe_ Locr Texture Remarks 0-20+ 10YR 3/1 100 0 organic material- fibric/hemic 'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains. 'Location: PL=Pore Lining, M=Matrix. Hydric Soli Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Solls : �✓ Histosol (At) Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O) �Histic Epipedon (A2) TTT❑III Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (A10) (LRR S) ✓ Black Histic (A3) Loamy Mucky Mineral (Fi) (LRR O) T'I Reduced Vertic (F18) (outside MLRA 150A,B) ❑ Hydrogen Sulfide (A4) u F] Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) (LRR P, S, T) Stratified Layers (A5) Depleted Matrix (F3) Tt u Anomalous Bright Loamy Soils (F20) Organic Bodies (A6) (LRR P, T, U) Redox Dark Surface (F6) (MLRA 153B) 11 ❑ 5 cm Mucky Mineral (A7) (LRR P, T, U) Depleted Dark Surface (F7) Red Parent Material (TF2) ❑ Muck Presence (A8) (LRR U) Lj Redox Depressions (F8) uVery Shallow Dark Surface (TF12) 1 cm Muck (A9) (LRR P, T) D Marl (F10) (LRR U) D Other (Explain in Remarks) Depleted Below Dark Surface (All) [] Depleted Ochric (F11) (MLRA 161) j] Thick Dark Surface (Al2) ❑ Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and Coast Prairie Redox (Al6) (MLRA 150A) QUmbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, Sandy Mucky Mineral (Si) (LRR O, S) Lj Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. ❑ Sandy Gleyed Matrix (S4) Reduced Vertic (F18) (MLRA 160A, 150B) Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A) Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: RECEIVED SEP 13 2017 RECEIV DCM WILMING DCM- MHD CITY D -ON, NC AUG 01201L US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site: Hwy 421 Utilities City/County: Wilmington/ New Hanover Sampling Date: 9-23-16 Applicent/Owner: CFPUA State: NC Sampling Point: DP3 (W3) Investigator(s): W. Cole Section, Township, Range: Landforrn (hillslope, terrace, etc.): hillslope Local relief (concave, convex, none): none Slope (%): 2-5% Subregion (LRR or MLR4): T, 153A Let: 34.31333 Long:-77.98716 Datum: NAD83 Soil Map Unit Name: Kureb sand, 1-8% slopes NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No _ (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yea No X Wetland Hydrology Present? Yea No x Site is within a planted longleaf pine flat HYDROLOGY Weiland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (B6) Primary Indicators (minimum of one is required check all that apply) Surface Water (Al) 11 Aquatic Fauna (B13) ❑ Sparsely Vegetated Concave Surface (138) High Water Table (A2) ❑ Mad Deposits (B15) (LRR U) ❑ Drainage Patterns (810) rt Saturation (A3) ❑ Hydrogen Sulfide Odor (CI) ❑ Moss Trim Lines (B16) Water Marks (Bi) ❑ Oxidized Rhizospheres along Living Roots (0) ❑ Dry -Season Water Table (C2) eSediment Deposits (82) ❑ Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8) _ Drift Deposits (83) ❑ Recent Iron Reduction in Tilled Solis (C6) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Algal Mat or Crust (134) Thin Muck Surface (C7) ❑ Geomorphic Position 02) ❑ Iron Deposits (B5) Other (Explain in Remarks) ❑ Shallow Aquilard (D3) ❑ Inundation Visible on Aerial Imagery (137) ❑ FAC-Neutral Test (D5) ❑ Water -Stained Leaves (B9) ❑ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes _ No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes _ No X Depth (inches): Wetland Hydrology Present? Yes _ No X includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: R FC, F IV D SEP 13 2017 RECEIVE DCIVI- MHD CITY DCM WILMINGT N, NC a US Army Corps of Engineers Atlantic and Guff Coastal Plain Region — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: W2 -up Absolute Dominant Indicator Dominance Test worksheets Tree Stratum (Plot size: SOk50' ) over Species? Status Number of Dominant Species 1 Pinus palustns 60 Y FACU That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 4 (B) 4. Percent of Dominant Species 5. That Are OBL, FACW, or FAC: 25 (AIB) 6. 7. Prevalence Index workaheat: Total%Coverof: OBL species Multiply by: x 1 = B. 60 = Total Cover 50% of total cover: 30 20% of total cover: 12 FACW species x 2 = Saolina/Shrub Stratum (Plot size: ) FAC species x 3 = 1 Opuntia stdda 5 Y UPL FACU species UPL species Column Totals: x 4= x 5= (A) (B) 2 Morelia oerifera 5 Y FAC 3 Ouercus falcate 5 Y FACU 4. _ 5. _ 6. _ 7. _ 8. 50% of total cover: Herb Stratum (Plot size 1 Carex sp. 2. 3. 4. 5. 6. 7. S. 9. 10. 11. 12. 5 Prevalence Index = BIA = _ 1 - Rapid Test for Hydrophylic Vegetation _ 2 - Dominance Test is >50% _ 3 - Prevalence Index is 53.0' -= Total Cover _ Problematic Hydrophytic Vegetation' (Explain) 20% of total cover: 'Indicators of hydric soil and wetland hydrology must Y UNK be present, unless disturbed or problematic. Tree - Woody plants, excluding vines, 3 in. ITS cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub- Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 It (1 m) tall. Herb -AII herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 It tall. Woody vine - All woody vines greater than 3.28 fl in height. 5 = Total Cover 50% of total cover: 2.5 20% of total cover: 1 Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 5. Hydrophytic = Total Cover Vegetation 50% of total cover. 20% of total cover: Present? Yes No X RECEIVE® SEP 13 2017 DCM WILMI NC US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0 SOIL Depth Matrix Redox Features (inchas) Color (moist) % Color (moist) % Type' Loc Texture 0-4 10YR 2/1 100 SL 4-16+ 10YR 612 100 Hislosot(Al) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) Organic Bodies (As) (LRR P, T, U) 5 cm Mucky Mineral (A7) (LRR P, T, U) Muck Presence (As) (LRR U) 1 cm Muck (A9) (LRR P, T) Depleted Below Dark Surface (All) Thick Dark Surface (A72) Coast Prairie Redox (A16) (MLRA 150A) Sandy Mucky Mineral (S1) (LRR O, S) Sandy Gleyed Matrix (S4) Sandy Redox(S5) Stripped Matrix (S6) Dark Surface (S7) (LRR P, S, T, U) Type: Depth (inches): SL Sampling Point: W1 - up sandy loam sandy loam 2Location: PL=Pore unless otherwise noted.) Indicators for Problematic Hydrk Soils': Polyvalue Below Surface (SE) (LRR S, T, U) ❑ 1 cm Muck (AS) (LRR O) Thin Dark Surface (S9) (LRR 3, T, U) 2 cm Muck (A10) (LRR S) Loamy Mucky Mineral (F1) (LRR O) Reduced Venic (F18) (outside ]4LRA 150A,B) Loamy Gleyed Matrix (F2) T'I u Piedmont Floodplain Soils (F19) (LRR P, S, T) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20) Redox Dark Surface (F6) (MLRA 153B) Depleted Dark Surface (F7) Red Parent Material (TF2) Redox Depressions (178) T❑I 'Iut Very Shallow Dark Surface (TF12) Mad (F10) (LRR U) D Other (Explain in Remarks) Depleted Ochric (Fl1) (MLRA 151) Iron -Manganese Masses (F12) (LRR O, P, T) 'Indicators of hydrophykc vegetation and Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, Delta Ochric (F17) (B1LRA 151) unless disturbed or problematic. Reduced Venic (1`18) (61LRA 150A, 150B) Piedmont Floodplain Soils (F19) (MLRA 149A) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Hydric Sol] Present? Yes _ No X RECEIVED SEP 13 2017 DCM NC AUG US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 WETLAND DETERMINATION DATA FORM -Atlantic and Gulf Coastal Plain Region Project/Sim Hwy 421 Utilities City/County: Wilmington/ New Hanover Sampling Date: 9-23-16 Applicant/Owner: CFPUA State: NC Sampling Point: DP4 (W2) Invesligator(s): W. Cole Section, Township, Range: Landform (hillslope, terrace, etc.): depression Local relief (concave, convex, none): oDncave Slope (%): 0-2 Subregion (LRR or MLRA): T, 153A Let 34.31314 Long:-77.98701 Datum: NAD83 Soil Map Unit Name: Kureb sand, 1-8% slopes NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation _, Soil _, or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation _, Sell , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hyddc Soil Present? Yes X No within a Wetland? Yes X No Welland Hydrology Present? Yes X No Pine flat (NCWAM type) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (B6) ❑ Sparsely Vegetated Concave Surface (B8) Primary Indicators (minimum of one is required check all that apply) ❑� Surface Water (All ❑ Aquatic Fauna (B13) ❑ High Water Table (A2) ❑ Marl Deposits (Bi5) (LRR U) ❑-1 Drainage Patterns (810) Saturation (A3) Hydrogen Sulfide Odor (Cl) 10 Moss Trim Lines (B16) ❑_ Water Marks (Bl) 1❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Dry -Season Water Table (C2) Sediment Deposits (B2) 10 0 Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8) _ Drift Deposits (B3) ❑f Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9) Algal Mal or Crust (B4) I J Thin Muck Surface (C7) ❑ Geomorphic Position (D2) ❑ Iron Deposits (B5) IL""11 Other (Explain in Remarks) ❑ Shallow Aquitard (133) ❑ Inundation Visible on Aerial Imagery (B7) FAC-Neutral Test (D5) ❑✓ Water -Stained Leaves (till) ❑ Sphagnum moss (DB) (LRR T, U) Field Observations: Surface Water Present? Yes X No _ Depth (inches): 3-6 Water Table Present? Yes X No _ Depth (inches): Saturation Present? Yes X No_ Depth (inches): Wetland Hydrology Present? Yes X No includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: RECEIVED SEP 13 2017 RECEIVE DCM- DCM WILMINGT MWn N. NC - _.. nI1G 2 US Arm Corps of Engineers Atlantic and Gulf Coastal Plain Region HUV 0 12 0017/ Y rP 9— arsion VEGETATION (Four Strata) — Use scientific names of plants. Tree Stratum (Plot size: 305W ) 1 Pinus taeda 2 Liquidambar styradflua 3. 4. S. 6. 7. 8. 50% of total cover: 40 Saolino/Shrub Stratum (Plot size 1 Salix nigra 2 Morelia cedfera 3. 4. 5. 6. 7. 8.. Sampling Point: W2- Wet Cover 70 Species? Y Status FAC Number of Dominant Species That Are OBL, FACW, or FAC: Total Number of Dominant Species Across All Strata: Percent of Dominant Species That Are OBL, FACW, or FAC: 6 6 100 (A) (S) (A/B) 10 N FAC Prevalence Index worksheet: Total%Coverof. OBL species FACW species FAC species FACU species UPL species Column Totals: Multiply bw x 1 = x 2 = x 3 = x 4 = x 5 = (A) (B) 80 = Total Cover _ 20% of total cover: 16 20 Y OBL 20 Y FAC 40 = Total Cover 50% of total cover: 20 20% of total cover: 8 Herb Stratum (Plot size i Panicum virgalum 50 Y 2 Andropogon vidgnicus 15 Y 3. _ 4. _ 5. _ 7. _ 8. _ 9. Prevalence Index = B/A = 1 - Rapid Test for Hydrophytc Vegetation X 2 - Dominance Test is >50% _ 3 - Prevalence Index is 53.0' _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must FAC be present, unless disturbed or problematic. FACT flMlnHinna of Fnur Vnnnrnrinn Cbafn• Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub — Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 It (1 m) tall. Herb — All herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine — All woody vines greater than 3.28 ft in height. 12. 65 = Total Cover 50% of total cover: 32.5 20% of total cover: 13 Woody Vine Stratum (Plot size: ) 1 Toxicodendron radicans 5 Y FAC 2. 3. 4. 5. Hydrophytte 5 = Total Cover Vegetation 50% of total cover: 2.5 20% of total cover: 1 Present? Remarks: (If observed, list morphological adaptations below) Yes X NO RECEIVE® SEP 13 2017 L./^a — RECEIVEDI DCM WILMINGTON, NC „•,r V US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version SOIL Sampling Point: W2- Wet Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loc Texture Remarks 0-0.5 10YR 3/1 100 0 muck 0.54 10YR 3/1 100 SL sandy loam _ _ 4-12+ 10YR 6/2 90 10YR 3/2 10 C PL SL sandy loam 'Type: C=Concentration, D=De etion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hyddc Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydrk Soils : ❑ Histosol (Al) ❑ Polyvalue Below Surface (S8) (LRR S, T, U) yl 1 cm Muck (A9) (LRR 0) j—j Histic Epipedon (A2) Thin Dark Surface (S9) (LRR S, T, U) I}u�yll 2 cm Muck (At 0) (LRR S) IL"JI Black Histic (A3) Loamy Mucky Mineral (Fi) (LRR O) Reduced Vertic (F18) (outside MLRA 150A,S) Hydrogen Sulfide (A4) Stratified Layers (AS) ❑ Loamy Gleyed Matrix (F2) TI Piedmont Floodplain Soils (F19) (LRR P, S, T) Depleted Matrix (F3) u Anomalous Bright Loamy Soils (F20) n✓ Organic Bodies (AS) (LRR P, T, U) 5 cm Mucky Mineral (A7) (LRR P, T, U) Muck Presence (A8) (LRR U) 1 cm Muck (A9) (LRR P, T) Redox Dark Surface (F6) (MLRA 153B) Depleted Dark Surface (F7) T❑I Red Parent Material (TF2) Lj Redox Depressions (F8) Tu'l Very Shallow Dark Surface (TF12) ❑ Marl (F10) (LRR U) D Other (Explain in Remarks) Depleted Below Dark Surface (At 1) ❑ Depleted Ochdc (F11) (MLRA 151) I''I u Thick Dark Surface (Al2) ❑ Iron -Manganese Masses (F12) (LRR O, P, T) 'Indicators of hydrophytic vegetation and Coast Prairie Redox (A16) (MLRA 150A) QUmbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, Sandy Mucky Mineral (Si) (LRR 0, S) Sandy Gleyed Matrix (S4) Lj Delta Ochric (F17) (MLRA 161) unless disturbed or problematic. ❑ Reduced Venic (F18) (MLRA 150A, 150B) BSandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A) Stripped Matrix (SB) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) ,D Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (If observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: FIFE® SEP 13 2017 RECEIVED DCM WILMINGTON, NC US Army Corps of Engineers Atlantic and Gulf Coastal Plain PAD_ VelisioLno2 0 WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region ProjecvSRe: Hwy 421 Utilities City/County: Wilmington/ New Hanover Applicant/Owner: CFPUA State: NC Investigator(s): W. Cole Section, Township, Range: Landform (hillslope, terrace, etc.): hillslope Local relief (concave, convex, none): none Subregion (LRR or MLRA): T, 153A Let: 34.30304 Long:-77.97818 Soil Map Unit Name: Dorovan soils NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation , Soil _, or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X Are Vegetation Soil or Hydrology _ naturally problematic? (If needed, explain any answers in Remarks.) Sampling Date: 9/27/16 Sampling Point: DP5 (W5) Slope (%): 2-8% Datum: NAD83 No SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Weiland Hydrology Present? Yes No'T_ HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (86) ❑ Sparsely Vegetated Concave Surface (88) Primary Indicators (minimum of one is reouire& check all that apply) Surface Water (All ❑ Aquatic Fauna (B13) High Water Table (A2) ❑ Mad Deposits let 5) (LRR U) ❑ Drainage Patterns (810) Q Saturation (A3) ❑ Hydrogen Sulfide Odor Cl) ❑ Moss Trim Lines (816) Water Marks (B1) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Dry -Season Water Table (C2) II—Q11 Sediment Deposits (B2) ❑ Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8) Drift Deposits (B3) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Algal Mat or Crust (84) Q Thin Muck Surface (C7) ❑ Geomorphic Position (D2) ❑ Iron Deposits (B5) 1�'Ir Other (Explain in Remarks) ❑ Shallow Aquitard (D3) ❑ Inundation Visible on Aerial Imagery (B7) ❑ FAC-Neutral Test (D5) ❑ Water -Stained Leaves (B9) ❑ Sphagnum moss (138) (LRR T, U) Field Observations: Surface Water Present? Yes— No X Depth (inches): Water Table Present? Yes No X Depth (Inches): Saturation Present? Yes _ No X Depth (inches): Wetland Hydrology Present? Yes X No includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), If available: Remarks: RECEIVED SEP 13 2017 DCM- MHD CITY RECEIVED DCM WILMINGTO ,NC US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region Version 2.0 ! - VEGETATION (Four Strata) - Use scientific names of plants. Tree Stratum (Plot size: 1 Pinus palustns 2 Pinus taeda 3. 5. 6. 7. 8. Sampling Point: W5 UP f1V.lV IV IO VV....11... I I ... I.., VVII...Ml1Vtl IV LWQF"Teer. % Cover Species? Status Number of Dominant Species 20 Y FACU That Are OBL, FACW, or FAC: 4 Total Number of Dominant (A) 10 Y FAC Species Across All Strata: 6 Percent of Dominant Species (B) That Are OBL, FACW, or FAC: 66.67 (AtB) 30 = Total Cover 50% of total cover: t5 20% of total cover: 6 Saolino/Shrub Stratum (Plot size: ) 1 Leucothoe axillans 15 y FACW 2 Vaccinium arboreum 15 Y FACU 3 Rubus argutus 10 Y FAC q Nyssa sylvatica 5 N FAC 5. _ 6. _ 7. _ 8. _ 45 = Total Cover 50% of total cover: 22.5 20% of total cover: 8 Herb Stratum (Plot size 1 Panicum virgatum 10 Y 2. _ 3. _ 4. _ 5. _ 6. _ 7. _ 8. _ 10. _ 11. _ 12. Total % Cover of: Multiply bv: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = _ 1 - Rapid Test for Hydrophytic Vegetation x 2 - Dominance Test is >50 % _ 3 - Prevalence Index is 53.0' _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydnc soil and wetland hydrology must FAC I be present, unless disturbed or problematic. Tree- Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub- Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft (i m) tall. Herb -AII herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine - All woody vines greater than 3.28 ft in height. 10 = Total Cover 50% of total cover: 5 20% of total cover: 2 Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 6. Hydrophytic = Total Cover Vegetation 50% of total cover: 20% of total cover: Present? Yes X No Remarks: (If observed, list morphological adaptations below). RECEIVED SEP 13 2017 RECEIVE DCM- MHD CITy DCM WILMINGT NC va rvmy vorps or cngmeers Atlantic and Gulf Coastal Plain Region - Version 2.0 SOIL Depth (inches) Matrix _ Color (moist) % 0-3 2.5 Y 2.511 100 3-16 10YR 5/2 100 16.16+ 1 OYR 3/3 100 Redox Features Color (moist) Tvoa Loci Hydric Soil indicators: (Applicable to all LRRs, unless Histosol (All Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) Organic Bodies (A6) (LRR P, T, U) 5 cm Mucky Mineral (A7) (LRR P, T, U) Muck Presence (AS) (LRR U) 1 cm Muck (A9) (LRR P, T) Depleted Below Dark Surface (At 1) Thick Dark Surface (Al2) Coast Prairie Redox (A16) (MLRA 150A) Sandy Mucky Mineral (Sl) (LRR O, S) Sandy Gleyed Matrix (S4) Sandy Redox(S5) Stripped Matrix (S6) Dark Surface (S7) (LRR P, S, T. U) Type: Depth (inches): Sampling Point: 1N5 up Texture Remarks SL 50% coated, sandy loam SL sandy loam SL sandy loam rLocation: PL=Pore Lining, M=MaMx. Indicators for Problematic Hydric Soils Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (AS) (LRR O) Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (Al0) (LRR S) Loamy Mucky Mineral (F1) (LRR O) Gleyed 1-� Reduced Vertic (1718) (outside MLRA 160A,B) Loamy Matrix (F2) IJ Piedmont Floodplain Soils (F19) (LRR P, S, T) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20) Redox Dark Surface (F6) (MLRA 153B) Depleted Dark Surface (F7) Red Parent Material (TF2) Radox Depressions (F8) 7❑ u Very Shallow Dark Surface (TF12) Mad (F10) (LRR U) D Other (Explain in Remarks) Depleted Ochric (F11) (MLRA 151) Iron -Manganese Masses (F12) (LRR O, P, T) 'Indicators of hydrophy is vegetation and Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. Reduced Vertic (F18) (MLRA 150A, 150B) Piedmont Floodplain Soils (F19) (MLRA 149A) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Hydric Soil Present? Yes_ No X RECEIVED SEP 13 2017 DCM NC -"' 'V"IV t j 1 Y AUG 01201Z US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site: Hwy 421 Utilities ApplicanVOwner: CFPUA Investigator(s): A. Steele Landfonn (hillslope, terrace, etc.): hlllSlope Subregion (LRR or MLRA): T, 153A Soil Map Unit Name: Donovan soils City/County: New Hanover Sampling Date: 10-5-16 State: NC Sampling Point: DP7 (W5) Section, Township, Range: Local relief (concave, convex, none): none Let: 3425905 Long:-77.95743 NWl classification: N/A Slope (%): 6-10% Datum: NAD83 Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No _ (If no, explain in Remarks.) Are Vegetation _, Soil , or Hydrology _ significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation _, Soil _, or Hydrology _ naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc. Hydrophyfic Vegetation Present? Yes X No Hyddc Soil Present? Yes No X Is the Sampled Area Welland Hydrology Present? Yes _ No X within a Watland? Yes No X HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (B6) Sparsely Vegetated Concave Surface (BB) Primary Indicators (minimum of one is required, check all that aooly) Surface Water (All ❑ Aquatic Fauna (813) High Water Table (A2) Mad Deposits U) Q Saturation (A3) (815) (LRR I❑f Q Hydrogen Sulfide Odor (Cl) Drainage Patterns (B10) Moss Trim Water Marks (Bi) ❑ Oxidized Rhizospheres along Living Roots (C3) Lines (B16) Dry -Season Water Table (C2) Sediment Deposits (82) ❑ Presence of Reduced Iron (C4) ® Crayfish Burrows (CS) _ Drift Deposits (B3) Recent Iron Reduction in Tilled Soils (C6) _ ❑ Saturation Visible on Aerial Imagery (C9) ❑ Algal Mat or Crust (B4) 1❑l Thin Muck Surface (C7) ❑ Geomorphic Position (D2) Iron Deposits (B5) IL�'I Other (Explain in Remarks) ❑ Shallow Aquitard (D3) I❑ -I u Inundation Visible on Aerial Imagery (87) ❑ FAC-Neutral Test (D5) Water -Stained Leaves (B9) ❑ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes _ No X Depth (inches): Water Table Present? Yes _ No X Depth (inches): Saturation Present? Yes _ No X Depth (inches): Wetland Hydrology Present? Yes_ No X includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: RECEIVED SEP 13 2017 RECEIVED DCM WILMINGTON, JC US Army Corps of Engineers Atlantic and Gulf Coastal Plain RSA 1 %l �017D VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point VV6- UP Absolute Dominant Indicator Dominance Test worksheets Tree Stratum (Plot size: 207A30' )Cover Species? Status Number of Dominant Species t Prunus serotina 30 Y FACU That Are OBL, FACW, or FAC: 7 (A) Total Number of Dominant 2 Ouercus laurfolia 20 Y FACW Acer rubrum 15 Y FAC 3• Species Across All Strata: g (B) 4. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 77.8 (AIB) 6. 7 Prevalence Index worksheet: Total % Cover of: Multiply by: B. OBL species x 1 = 65 = Total Cover 50% of total cover: 32.5 20% of total cover: 13 FACW species x 2 = Seolinc/Shrub Stratum (Plot size: ) FAC species x 3 = 1 Morella cerifera 20 Y FAC FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = 2 Ouercus laurifolia 10 Y FACW 3. 4' 5' Hydrophytic Vegetation Indicators: 6' _ 1 - Rapid Test for Hydrophylic Vegetation 7' X 2 - Dominance Test is >50% 6' 3 - Prevalence Index is 53.0+ _ Problematic Hydrophytic Vegetation' (Explain) 30 = Total Cover 50% of total cover: 15 20% of total cover: 6 Herb Stratum (Plot size: ) 'Indicators of hyddc soil and wetland hydrology must 1. be present, unless disturbed or problematic. 2. Definitions of Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or 3• 4. more in diameter at breast height (DBH), regardless of height. Sapling/Shrub - Woody plants, excluding vines, less S. 6. 7, than 3 in. DBH and greater than 3.28 it (1 m) tall. Herb - All herbaceous (non -woody) plants, regardless 6' 9. of size, and woody plants less than 3.28 it tall. Woody vine - All woody vines greater than 3.28 it in 10. 11. height. 12. = Total Cover 50% of total cover: 20% of total cover: Woody Vine Stratum (Plot size: ) 1 Smilax bona-nox 5 Y FAC Hydrophytk: Vegetation 2 Smilax rolundifolia 5 Y FAC 3 Vitis rotundifolia 5 Y FAC p Parthenocissus quinquefolia 5 Y FACU 5. 20 = Total Cover 50% of total cover: 10 20% of total cover: 4 Present? Yes X NO US Army Corps of Engineers RECEIVED RECEIVED SEP 13 2017 DCM WILMINGTON, ei Coastal- 017 AOanOc end ;Gulf Plain Region -Version 2.0 SOIL Depth Matrix (Inches) Color (moist) % 0-3 10YR 2/1 100 3-14+ 10yr6/3 100 Sampling Point: WS -Up or Redox Features Color (moist) % Tvoe Loc Texture Remarks SL sandy loam Hydric Soil Indicators: (Applicable to all LRRs, unless Histosol (Al) Histic Epipedon (A2) Black Histc (A3) Hydrogen SuKde (A4) Stratified Layers (AS) Organic Bodies (A6) (LRR P, T, U) 5 cm Mucky Mineral (A7) (LRR P, T, U) Muck Presence (A8) (LRR U) 1 cm Muck (A9) (LRR P, T) Depleted Below Dark Surface (All) Thick Dark Surface (Al2) Coast Prairie Redox (A16) (MLRA 150A) Sandy Mucky Mineral (S1) (LRR O, S) Sandy Gleyed Matrix (S4) Sandy Redox(S5) Stripped Matrix (S6) Dark Surface (S7) (LRR P, S, T, U) Type: Depth (inches): SL sandy loam Indicators for Problematic Hydric Soils": Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O) Thin Dark Surface (S9) (LRR 8, T, U) 2 cm Muck (A10) (LRR S) Loamy Mucky Mineral (F1) (LRR O) Reduced Verfic (F18) (outside MLRA 150") Loamy Gleyed Matrix (F2) El Piedmont Floodplain Soils (F19) (LRR P, 8, T) Depleted Matrix (F3) -0 Anomalous Bright Loamy Soils (F20) Redox Dark Surface (176) (MLRA 153B) Depleted Dark Surface (F7) 1❑-I Red Parent Material (TF2) Redox Depressions (F8) 7uVery Shallow Dark Surface (TF12) Mad (F70) (LRR U) ❑ Other (Explain in Remarks) Depleted Ochric (F11) (MLRA 151) Iron -Manganese Masses (F12) (LRR 0, P, T) 3Indicators of hydrophytic vegetation and Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. Reduced Verfic (F18) (MLRA 150A, 1506) Piedmont Floodplain Soils (F19) (MLRA 149A) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Hydric Soil Present? Yes RECEIVED SEP 13 2017 No X DCM NC AUG 01 201Z US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region Project/Site: Hwy 421 Utilities ApplicantlOwnec CFPUA Investigator(s): A. Steele City/County: New Hanover Section, Township, Range: State: NC Sampling Date: 10-516 Sampling Point: DIPS (M) Landforn (hillslope, terrace, etc.): floodplain Local relief (concave, convex, none): concave Slope (%): 0-2% Subregion (LRR or MLRA): T, 153A Let: 34.25906 Long: -77.95752 Datum: NAD83 Soil Map Unit Name: Donovan soils NWI classification: PF01F Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No _ (If no, explain in Remarks.) Are Vegetation Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil , or Hydrology _ naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No _ Is the Sampled Area Hyddc Soil Present? Yes X No _ wkhin a Wetland?rYes X No Wetland Hydrology Present? Yes X No riverine swamp forest HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (1216) ❑'' Sparsely Vegetated Concave Surface (138) Primary Indicators (minimum of one is required check all that apply) Surface Water (Ai) ❑ Aquatic Fauna (B13) High Water Table (A2) ❑ Mad Deposits (1315) (LRR U) F1 Drainage Patterns (B10) Q Saturation (A3) ❑ Hydrogen Sulfide Odor (Cl) ❑ Moss Trim Lines (1316) Water Marks (Bt) ❑ Oxidized Rhizospheres along Living Roots (0) ❑ Dry -Season Water Table (C2) TTT�555 Sediment Deposits (1312) ❑ Presence of Reduced Iron (C4) ❑ Crayfish Burrows (Cl Drift Deposits (B3) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9) u Algal Mat or Crust (134) jiThin Muck Surface (C7) B ❑ Geomorphic Position (D2) ❑ Iron Deposits (B5) Other (Explain in Remarks) ❑ Shallow Aquitard (D3) ❑ Inundation Visible on Aerial Imagery (87) ❑✓ FAC-Neutral Test (135) ✓❑ Water -Stained Leaves (89) ❑✓ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes X No— Depth (Inches): >1' deep Water Table Present? Yes X No_ Depth (inches): Saturation Present? Yes X No _ Depth (inches): Wetland Hydrology Present? Yes X No includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), H available: Remarks: RECEIVED SEP 13 2017 RECEIVED DCM WILMINGTO I, NC -- ' r AUG 01 2017 US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. Tree Stratum (Plot size: 1. 2. 6. 7. 8. Sampling Point: W6 - Wet % Cover Species? Status Number of Dominant Species That Are OBL, FACW, or FAC: 7 (A) Total Number of Dominant Species Across Ail Strata: 7 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 100 (p(B) = Total Cover 50% of total cover: 20% of total cover: Saplino/Shrub Stratum (Plot size: 50'x50' ) 1, Acer mbrum 40 y FAC 2 Morelia cerifera 30 Y FAC 3 Parses borbonia 15 N FACW 4. 5. 6. 7. 8. 50% of total cover: 42.5 Herb Stratum (Plot size 85 = Total Cover _ 20% of total cover: 177 1 Woodwardia areolata 20 y OBL 2 Saurums cemuus 10 y OBL 3 Impatiens capensis 10 y FACW 4, Sagidaria latifolla 5 N OBL 5. Carex ludda 5 N OBL 6, Osmunda spedabilis 5 N OBL 7. 8. 9. 10. 11. 12. 50% of total cover: 27.5 Woody Vine Stratum (Plot size: ) 1. Smilax bona-nox 2 V'Ns rotundifolia 3. 4. 5. 50% of total cover. 5 55 = Total Cover 20% of total cover: 11 5 y FAC 5 y FAC Total % Cover of: Multiply bw OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = _ 1 - Rapid Test for Hydrophytic Vegetation X 2 - Dominance Test is >50% _ 3 - Prevalence Index is 53.0' _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. SaplinglShrub— Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb —AII herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine — All woody vines greater than 3.28 ft in height. 10 TotHydrophylk = al Cover Vegetation 20% or total toyer: 2 pfBs°nn Yes X No RECEIVED SEP 13 2017 DCM- MHD CITY "CM NO US Army Corps of Engineers Atlantic and Gulf Coastal Plain SOIL Sampling Point: W6 - Wet Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) _% Tvoe Lgc Texture Remarks 0-3 1OYR 2/2 100 Oi mucky peat 3-16+ 1OYR 2/1 100 Oa muck 'Type C=Concentration. D=De etion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils : n✓ Histosol (At) Polyvalue Below Surface (S8) (LRR 3, T, U) yi 1 cm Muck (A9) (LRR O) �] Histic Epipedon (A2) �] Thin Dark Surface (S9) (LRR S, T, U) (L}�JII 2 cm Muck (At 0) (LRR 3) ❑ Black Histic (A3) ❑ Loamy Mucky Mineral (Fl) (LRR O) Reduced VerBc (1`18) (outside MLRA 150A,B) ❑ Hydrogen Sulfide (A4) r] Loamy Gleyed Matrix (F2) TI Piedmont Floodplain Soils (F19) (LRR P, S, T) Stratified Layers (A5) Depleted Matrix (F3) TUI u Anomalous Bright Loamy Soils (F20) 1I"�"yI L Organic Bodies (AS) (LRR P, T, U) Redox Dark Surface (F6) (MLRA 153B) 5 cm Mucky Mineral (A7) (LRR P, T, U) Depleted Dark Surface (F7) �E--II Red Parent Material (TF2) Muck Presence (All) (LRR U) Lj Redox Depressions (178) LJ Very Shallow Dark Surface (TF12) �✓ 1 cm Muck (A9) (LRR P, T) ❑ Mad (F10) (LRR U) D Other (Explain in Remarks) L] Depleted Below Dark Surface (All) ❑ Depleted Ochric (F11) (MLRA 151) ❑ Thick Dark Surface (Al2) ❑ Iron -Manganese Masses (F12) (LRR O, P, T) 'Indicators of hydrophytic vegetation and Coast Prairie Redox (A16) (MLRA 150A) Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, Sandy Mucky Mineral (Si) (LRR O, S) Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. ❑ Sandy Gleyed Matrix (S4) ❑ Reduced Vertic (F18) (MLRA 150A, 150B) Sandy Redox (S5) Piedmont Flcodplain Soils (F19) (MLRA 149A) Stripped Matrix (SB) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: RECEIVED SEP 13 2017 RECEIVED DCM WILMINGTON, AUG 01 2017 US Army Corps of Engineers Atlantic and Gulf Coastal Plain eglon — Verslon 2.0 NC Division of Water Quality -Methodology for Identification of Intermittent and Perennial Streams and Their Origins v. 4.11 NC DWQ Stream Identification Form Version 4.11 Date:9-23-16 Projectisite: Hwy 421 Utilities Latituds:34.3313 Evaluator:A. Steele county: New Hanover Longitude:-78.00042 Total Points: Stream is at least intermittent 37 Stream Determination (circle one) Other e't if219 orperennial if230` Perennial e.g. Quad Name: v r A. Geomorphology Subtotal = 14.5 Absent Weak Moderate Strong '1`Continuity of channel bed and bank 0 1 0 2 • 3 2. Sinuosity of channel along thalweg 00 10 20 3 3. In -channel structure: ex. riffle -pool, step -pool, ri e olsequence O Q 1 0 2 �. 3 0 4. Particle size of stream substrate 0 1 • 2 3 5. Activetrelict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 • 2 3 7. Recent alluvial deposits 0 1 • 2 1 3 8. Headcuts 0 • 1 2 3 9. Grade control 0 0. • 10 1.5 10. Natural valley 0 0. 1 • 1.5 11. Second or greater order channel No = 0 • Yes = 3 "aNficial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 12 12. Presence of Baseflow 00 10 20 3 0 13. Iron oxidizing bacteria 0 10 2 • 3 14. Leaf litter 1. 1 • 0. 0 15. Sediment on plants or debris 0 0.5 • 1 1.5 16. Organic debris lines or piles 0 0.5 1 • 1.5 17. Soil -based evidence of high water table? )=00 Yes = 3 • G. Biology Subtotal = 5.5 18. Fibrous roots in streambed 3 2 Q 1 0 19. Rooted upland plants in streambed 3 • 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 • 2 3 21. Aquatic Mollusks 0 1 • 2 3 22. Fish 0 0.5 • 1 1.5 23. Crayfish 0 • 0.50 10 1.5 24. Amphibians 0 0.5 1 • 1.5 25. Algae 0 0.5 1 • 1.5 26. Weiland plants in streambed FACW = 0.75008L=1.5p1)ftter = 00 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: RECEIVED 41 DCM WILMINGTON, NC DCM- MHD CITY AUG 01 20171 NC Division of Water Quality -Methodology for Identification of Intermittent and Perennial Streams and Their Origins v. 4.11 NC DWQ Stream Identification Form Version 4.11 Date:10-5-2016 Project/site: Hwy 421 Utilities Latitude:34.25643 evaluator: W. Cole county: New Hanover Longitude:-77.94977 Total Points: Stream is at least intermittent 37 Stream Determination (circle one) Other if 19 or perennial lf230• Perennial e.g. Quad Name: A. Geomorphology Subtotal = 19.5 ) Absent Weak Moderate Strong 1`Continuity of channel bed and bank 00 3 2. Sinuosity of channel along thalweg 0 1 • 20 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 Q 1 lO 2 0 3 4. Particle size of stream substrate 0 1 Q 2 0 3 5. Activelrelict floodplain 00 1 2 3 6. Depositional bars or benches 00 1 2 • 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 • 1 2 3 9. Grade control 0 • 0. 1 1.5 10. Natural valley 0 0. • 1 1.5 11. Second or greater order channel No = 00 Yes = 3 "artificial ditches are not rated; see discussions in manual B. Hvdroloov (Subtotal = 12 1 12. Presence of Baseflow 00 10 20 3 Q 13. Iron oxidizing bacteria 0 • 1 2 3 14. Leaf litter 1. • 1 0. 0 15. Sediment on plants or debris 0 Q 1 • 1.5 16. Organic debris lines or piles 00 1 1.5 • 17. Soil -based evidence of high water table? No=00 Yes = 3 W G. t310100v (Subtotal = 5.5 18. Fibrous roots in streambed 3 • 2 Q 1 0 19. Rooted upland plants in streambed 3 • 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 • 2 3 21. Aquatic Mollusks 0 1 • 2 3 22. Fish 0 0.5 1 • 1.5 23. Crayfish 0 0.5 1 • 1.5 24. Amphibians 0 0.5 • 1 1.5 25. Algae 0 11 0.5 • 1 1 1.5 26. Wetland plants in streambed FACW = 0.750013L=1.5oOther = 00 'perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: RECEIVED 41 SEP 13 2017 DCM WILMINGTON, NC DCM- MHD CITY AUG 01 2017 Na(urul and Cultural Resources September 27, 2016 Ashley Steele S&ME, Inc. 3201 Spring Forest Road Raleigh, NC 27616 RE: Hwy 421 Water/ Wastewater Utilities Dear Ashley Steele: PAT HCCRORT Gow ,, SUSAN KLtiTTZ &__u) NCNHDE-2284 The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources for the project referenced above. A query of the NCNHP database indicates that there are records for rare species, important natural communities, natural areas, or conservation/managed areas within the proposed project boundary. These results are presented in the attached 'Documented Occurrences' tables and map. The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been documented within a one -mile radius of the property boundary. The proximity of these records suggests that these natural heritage elements may potentially be present in the project area if suitable habitat exists and is included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the project area, if any, are also included in this report. Please note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may not be redistributed without permission. Also please note that the NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement, or an occurrence of a Federally -listed species is documented near the project area. If you have questions regarding the information provided in this letter or need additional assistance, please contact Suzanne Mason at Suzanne mason(& ncdcr.aov or 919.707.8637. Sincerely, NC Natural Heritage Program RECEIVED SEP 13 2017 DCM- MHD CITY !i Nothing Compares7:., RECEIVED Sw orrronnCmms I aepu OfN, 21adCWl "Rmo " DCM WILMINGTON, NC 109 + tom Sv I Wlmgb NC 27601 919407-7300 AUG 01 20171 Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area Hwy 421 Water/ Wastewater Utilities September 27, 2016 NCNHDE-2284 Element Occurrences Documented Within Project Area Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal State Global State Group Observation Occurrence Status Status Rank Rank Date Rank Freshwater Fish 33043 Helerandria formosa Least Killifish 2002-07-19 E 3-Medium -- Special G5 S2 Concern Natural 9220 Xeric Sandhill Scrub --- 1985-03 C? 2-High --- --- G3? S3S4 Community (Typic Subtype) Reptile 35676 Deirochelys reticularia Chicken Turtle 2007-09-13 E 3-Medium --- Significantly G5 S3 Rare Reptile 34706 Farancia erytrogramma Rainbow Snake 2002-05-02 E 3-Medium --- Significantly G4 S3 Rare Reptile 31371 Heterodon simus Southern Hognose Snake 2008-10-13 E 3-Medium Species of Special G2 S2 Concern Concern Reptile 13589 Heterodon simus Southern Hognose Snake 2002-09-29 E 3-Medium Species of Special G2 S2 Concern Concern Vascular Plant 3676 Peltandra sagittifolia Spoonflower 1986-09-19 E 3-Medium --- Significantly G3G4 S2S3 Rare Peripheral Vascular Plant 16199 Stylisma pickeringii var. Pickering's Dawnflower 1958-06-12 H 3-Medium Species of Special G4T3 S3 pickeringii Concern Concern Vulnerable Natural Areas Documented Within Project Area Site Name Representational Rating Collective Rating 421 Sand Ridge R2 (Very High) C1 (Exceptional) Brunswick River/Cape Fear River Marshes R1 (Exceptional) C2 (Very High) Northeast Cape Fear River Floodplain R1 (Exceptional) C1 (Exceptional) Managed Areas Documented Within Project Area Managed Area Name Owner Owner Type North Carolina Coastal Land Trust Preserve North Carolina Coastal Land Trust Private North Carolina Coastal Land Trust Easement North Carolina Coastal Land Trust Private NOTE: If theproposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve (DNP), Registered Natural Heritage Aria (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project. v; :�i A_; c r- m �m o --Im Page 2 of 10 r ZO Z a Definitions and an explanation of status designations and codes can be found at https I/nmhde natur ery - orp/contentthelo. Data query generated on September 27, 2016; source: NCNHP, D2 June 2016. Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database. v m M 0 2 w o < v 0 n � cC rM � C I- m Z— o -4 m ZZ zo Page 3 of 10 a m 'D Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within aOne-mile Radius of the Project Area Hwy 421 Water/ Wastewater Utilities e� m September 27, 2016 o NCNHDE-2284 Eleiinint OccurreoLos Documented Within a One -mile Radius of the Project Area Taxwbmie EO ID Scientific Name Common Name Last Element Accuracy Federal State Global State Gro4 Observation Occurrence Status Status Rank Rank Date Rank Bird 27956 Haliaeetus IeucocephalusBald Eagle 2010 E 2-High Bald/Golden Threatened G5 S38,S3 Eagle N Protection Act Bird 16864 Himantopus mexicanus Black -necked Stilt 1987 C 4-Low --- Significantly G5 SIB Rare Bird 25229 Ixobrychus exilis Least Bittern 2002-08 C? 3-Medium --- Special G5 S2S3B Concern Bird 17501 Picoides borealis Red -cockaded 1998 E 4-Low Endangered Endangered G3 S2 Woodpecker Butterfly 16102 Problema bulenta Rare Skipper 1997-08-16 F 4-Low Species of Significantly G2G3 S1 Concern Rare Butterfly 6913 Problema bulenta Rare Skipper 2007-08-12 BC 3-Medium Species of Significantly G2G3 S1 Concern Rare Dragonfly or 33738 Somatochlora georgiana Coppery Emerald 2004-Pre H? 5-Very --- Significantly G3G4 S2? Damselfly Low Rare Dragonfly or 33765 Somatochlora georgiana Coppery Emerald 2004-Pre H? 5-Very --- Significantly G3G4 S2? Damselfly Low Rare Freshwater Fish 12176 Acipenser brevirostrum Shortnose Sturgeon 1993 B 5-Very Endangered Endangered G3 S1 Low Freshwater Fish 32417 Acipenser oxyrinchus Atlantic Sturgeon 2012-04-04 E 4-Low Endangered Special G3 S2 Concern Freshwater Fish 33043 Heterandria formosa Least Killifish 2002-07-19 E 3-Medium --- Special G5 S2 Concern Mammal 24390 Corynorhinus rafinesquii Rafinesque's Big -eared 2006-Pre E 5-Very Species of Special G3G4T S3 macrotis Bat - Coastal Plain Low Concern Concern 3 subspecies Mammal 32126 Myotis septentrionalis Northern Long-eared Bat 1994-Post E 5-Very T-4(d) Significantly G2G3 S2 Low Rare Mammab 17664 Trichechus manatus West Indian Manatee 2012-08-18 E 5-Very Endangered Endangered G2 SIN D 3 Low CT) * X 0 3n NCZ,)< Page 4of 10 o _4m :::3 zo z 0 Element Occurrences Documented Within a One -mile Radius of the Project Area TaxWr omiC:ZJ ED ID Scientific Name Common Name Last Element Accuracy Federal State Global State G Observation Occurrence Status Status Rank Rank Date Rank NatuP4 30746 Brackish Marsh (Smooth --- 2009-09-29 B 4-Low -- --- G3G4 S1 Community Cordgrass Subtype) Natural 12975 Dry-Mesic Oak --Hickory --- 1985-03 C 3-Medium --- --- G3G4 S3 Community Forest (Coastal Plain Subtype) Natural 4564 Peatland Atlantic White --- 1995-08-03 A 4-Low, --- --- G2 S1 Community Cedar Forest Natural 15952 Pine/Scrub Oak Sandhill --- 1993-10-12 B 4-Low --- --- G2 S2 Community (Coastal Fringe Subtype) Natural 16048 Pond Pine Woodland --- 1995-08-03 A? 3-Medium --- --- G3 S3 Community (Typic Subtype) Natural 19258 Sand Barren (Typic --- 1993-10-12 B 4-Low --- --- G2 S2 Community Subtype) Natural 17973 Small Depression --- 1993-10-12 B 3-Medium --- --- G2? S2S3 Community Drawdown Meadow (Typic Subtype) Natural 30742 Tidal Freshwater Marsh --- 2009-09-29 B 3-Medium --- --- G4G5 S3 Community (Cattail Subtype) Natural 30781 Tidal Freshwater Marsh -- 2002-06-13 B? 3-Medium --- --- G4G5 S3 Community (Cattail Subtype) Natural 30772 Tidal Freshwater Marsh --- 2002-06-13 C 4-Low --- --- G4G5 S3 Community (Cattail Subtype) Natural 18250 Tidal Freshwater Marsh --- 2009-09-29 B 4-Low --- --- G4 S4 Community (Giant Cordgrass Subtype) Natural 3684 Tidal Freshwater Marsh --- 2002-06-13 C 4-Low --- --- G4 S4 Community (Giant Cordgrass Subtype) Natural 12990 Tidal Freshwater Marsh --- 2002-06-13 B? 3-Medium --- --- G4 S4 Community (Giant Cordgrass Subtype) Natural 30782 Tidal Freshwater Marsh --- 2002-06-13 B? 4-Low, --- --- G2? S1 Community (Mixed Freshwater Subtype) NaturaF 30744 Tidal Freshwater Marsh --- 2009-09-29 B 4-Low --- --- G4? S4 Community (Sawgrass Subtype) §z Page 5 of 10 3 m ElIrment curr®rtces Documented Within a One -mile Radius of the Pro ectArea talono EO ID Scientific Name Common Name Last Element Accuracy Federal State Global State Gr" ® Observation Occurrence Status Status Rank Rank W�_ Date Rank Nat r 1 30783 Tidal Freshwater Marsh --- 2002-06-13 B? 3-Medium --- --- G4 S4 Co nity (Shrub Subtype) Natural 30780 Tidal Freshwater Marsh -- 2002-06-13 B? 4-Low --- --- G3G5 S4 Community (Southern Wild Rice Subtype) Natural 30745 Tidal Freshwater Marsh --- 2009-09-29 B 3-Medium --- --- G2G3 S2S3 Community (Threesquare Subtype) Natural 19546 Tidal Swamp --- 2006-04-28 A 2-High --- --- G3G4 S4 Community (Cypress --Gum Subtype) Natural 4755 Xeric Sandhill Scrub --- 2002-09-12 C 3-Medium --- --- G2? S2 Community (Coastal Fringe Subtype) Natural 9220 Xeric Sandhill Scrub --- 1985-03 C? 2-High --- --- G3? S3S4 Community (Typic Subtype) Natural 6582 Xeric Sandhill Scrub --- 1985-03 C 4-Low --- --- G3? S3S4 Community (Typic Subtype) Reptile 3970 Alligator mississippiensis American Alligator 2005-10-17 E 4-Low Threatened Threatened G5 S3 Similar Appearance Reptile 17196 Deirochelys reticularia Chicken Turtle 2002-06-19 E 3-Medium --- Significantly G5 S3 Rare Reptile 35676 Deirochelys reticularia Chicken Turtle 2007-09-13 E 3-Medium --- Significantly G5 S3 Rare Reptile 34706 Farancia erytrogramma Rainbow Snake 2002-05-02 E 3-Medium --- Significantly G4 S3 Rare Reptile 31371 Heterodon simus Southern Hognose Snake 2008-10-13 E 3-Medium Species of Special G2 S2 Concern Concern Reptile 13589 Heterodon simus Southern Hognose Snake 2002-09-29 E 3-Medium Species of Special G2 S2 Concern Concern Reptile 3796 Malaclemys terrapin Diamondback Terrapin 1912-05-15 H 3-Medium FSC, in part Special G4 S3 Concern Reptile 6998 Masticophis flagellum Coachwhip 2002-06-09 E 3-Medium --- Significantly G5 S3 Rare Reptile 4132 Micrurus fulvius Eastern Coralsnake 1979-04-26 H? 4-Low --- Endangered G5 S1 Reptile 12976 Ophisaurus mimicus Mimic Glass Lizard 1967-06 H 5-Very Species of Special G3 S1 c� Low Concern Concern n � r-M o K0 F-+ Z m o G)m Page 6 of 10 I O0 Z Z 0 Element Occurrences Documented Within a One -mile Radius of the Project Area Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal Group Observation Occurrence Status Date Rank Reptile 527 Regina rigida Glossy Crayfish Snake 1962-07-15 H 2-High Vascular Plant 22535 Aristida condensata Big Three -awn Grass 2015-Fall Br 3-Medium --- Vascular Plant 22533 Aristida condensata Big Three -awn Grass 1999-11-01 A 3-Medium --- Vascular Plant 22538 Aristida condensata Big Three -awn Grass 2002-09-12 D 3-Medium --- Vascular Plant 22534 Aristida condensata Big Three -awn Grass 1999-11-01 E 3-Medium --- Vascular Plant 23399 Aristida tenuispica Hillsboro Three -awn 1999-11-01 E 3-Medium --- Grass Vascular Plant 21842 Asclepias pedicellata Savanna Milkweed 2010-08-22 B? 1-Very --- High Vascular Plant 19822 Astragalus michauxii Sandhills Milk -vetch 1946-05-18 H 4-Low Species of Concern Vascular Plant 30852 Baccharis glomeruliflora Silverling 1904-Pre H 5-Very --- Low Vascular Plant 26281 Boltonia asteroides var. White Doll's -daisy 1965-09-26 H 3-Medium --- glastifolia Vascular Plant 26265 Boltonia asteroides var. White Doll's -daisy 2002-07-12 E 3-Medium --- glastifolia Vascular Plant 6571 Crinum americanum var. Swamp -lily 1975-06-15 H 4-Low --- americanum Vascular Plant 13436 Crocanthemum nashii Florida Scrub Frostweed 2010-08-22 C 1-Very --- High Vascular Plant 22454 Dichanthelium Hidden -flowered 1906-05-04 H 5-Very --- cryptanthum Witchgrass Low Vascular Plant 17390 Eleocharis robbinsii Robbins' Spikerush 1977-06-18 E 3-Medium --- Vascular Plant 21585 Eleocharis vivipara Viviparous Spikerush 2002-05-30 E 3-Medium --- VasculyngPlant 544 Lilaeopsis carolinensis Carolina Grasswort 1991-04-26 F 3-Medium --- n Vascul# Plant 10226 Ludwigia suffruticosa Shrubby Seedbox 1993-10-12 C? 3-Medium -- _X rm Zm `4ECEIVED o �m Page 7of 10 z� SEP 18 2011- z 0 State Global State Status Rank Rank Significantly G5 S2S3 Rare Threatened G4? S2 Threatened G4? S2 Threatened G4? S2 Threatened G4? S2 Significantly G5 S1 Rare Peripheral Special G4 S3 Concern Vulnerable Special G3 S3 Concern Vulnerable Special G4 S1 Concern Historical Significantly G5TNR S2 Rare Other Significantly G5TNR S2 Rare Other Special G5T5 SH Concern Historical Endangered G3? S1 Significantly G2G3 S2 Rare Throughout Special G4G5 S2 Concern Vulnerable Endangered G5 S1 Significantly G3G5 S2 Rare Other Threatened G5 S2 Element Occurrences Documented Within a One -mile Radius of the Project Area Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal State Global State Group Observation Occurrence Status Status Rank Rank Date Rank Vascular Plant 28150 Oenothera riparia Riverbank Evening- 2005-08-10 E 3-Medium --- Significantly G2G3 S2S3 primrose Rare Limited Vascular Plant 27015 Oenothera riparia Riverbank Evening- 2002-07-12 E 2-High --- Significantly G2G3 S2S3 primrose Rare Limited Vascular Plant 3676 Peltandra sagittifolia Spoonflower 1986-09-19 E 3-Medium --- Significantly G3G4 S2S3 Rare Peripheral Vascular Plant 19828 Ptilimnium ahlesii Carolina Bishop -weed 1963-06-29 H 4-Low Species of Significantly G1 S1 Concern Rare Throughout Vascular Plant 8273 Ptilimnium costatum Ribbed Bishop -weed 1940-10 H 4-Low --- Threatened GNR S1 Vascular Plant 13829 Ptilimnium costatum Ribbed Bishop -weed 1992-08-07 A 3-Medium --- Threatened GNR S1 Vascular Plant 13929 Spiranthes laciniata Lace -lip Ladies' -tresses 2002-05-30 D 3-Medium --- Special G4G5 S2 Concern Vulnerable Vascular Plant 16199 Stylisma pickeringii var. Pickering's Dawnflower 1958-06-12 H 3-Medium Species of Special G4T3 S3 pickeringii Concern Concern Vulnerable Vascular Plant 2521 Stylisma pickeringii var. Pickering's Dawnflower 2010-08-22 A? 2-High Species of Special G4T3 S3 pickeringii Concern Concern Vulnerable Natural Areas Documented Within a One -mile Radius of the Project Area Site Name Representational Rating Collective Rating 421 Sand Ridge R2 (Very High) C1 (Exceptional) Brunswick River/Cape Fear River Marshes R1 (Exceptional) C2 (Very High) Northeast Cape Fear River Floodplain R1 (Exceptional) C1 (Exceptional) CPF/Lower Cape Fear River Aquatic Habitat n/a (Not Applicable) C4 (Moderate) Managed Areas Documented Within a One -mile Radius of the Project Area Managed Area Name Owner Owner Type Brunswick County Open Space Brunswick County: multiple local government Local Government Eagles Island Natural Area d� /� \ /��C Department of Agriculture, Division of Soil State C�'V R nd Water Conservation New Hanover County Open Space New Hanover County: multiple local government Local Government New Hanover County Open Space SEP 13 2017 New Hanover County: multiple local government Local Government New Hover County Open Space New Hanover County: multiple local government Local Government �A ACM- M H D CITY c rm r.1 z m Page 8 of 10 o m r Z O Z r'f Managed Areas Documented Within a One -mile Radius of the Project Area Managed Area Name Owner Owner Type New Hanover County Open Space New Hanover County: multiple local government Local Government New Hanover County Open Space New Hanover County: multiple local government Local Government New Hanover County Open Space New Hanover County: multiple local government Local Government New Hanover County Open Space New Hanover County: multiple local government Local Government North Carolina Coastal Land Trust Preserve North Carolina Coastal Land Trust Private North Carolina Coastal Land Trust Preserve North Carolina Coastal Land Trust Private North Carolina Coastal Land Trust Preserve North Carolina Coastal Land Trust Private North Carolina Coastal Land Trust Preserve North Carolina Coastal Land Trust Private LISS North Carolina Battleship Memorial NC DNCR, Division of State Historic Sites and State NC Department of Transportation Mitigation Site NC Department of Transportation Mitigation Site NC Department of Transportation Mitigation Site NC Department of Transportation Mitigation Site NC Department of Transportation Mitigation Site NC Department of Transportation Mitigation Site NC Division of Mitigation Services Easement North Carolina Coastal Land Trust Easement Eagles Island Natural Area DNP Eagles Island Natural Area DNP Properties NC Department of Transportation State NC Department of Transportation State NC Department of Transportation State NC Department of Transportation State NC Department of Transportation State NC Department of Transportation State NC DEQ, Division of Mitigation Services State North Carolina Coastal Land Trust Private New Hanover Soil and Water Conservation Local Government District NC Department of Agriculture, Division of Soil State and Water Conservation Definitions and an explanation of status designations and codes can be found at htos/Inrnhde natureserve omtcontentlhelo. Data query generated on September 27, 2016; source: NCNHP, 02 June 2016. Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database. RECEIVED SEP 13 2017 DCM- MHD CITY 0 0 n � o �rn r Zm o �m 5z 00 z Page 9 of 10 v m Ir 0 2 w. 1 „ o N < v v O gn r+ o z m -Am ZO Z O I NCNHDE-2284: Hwy 421 Water/ Wastewater Utilities 1 v A NIIIISW ICAO ' Naae. 1 I qIw Ila ., e o f L• T A '3 �a4�. ' I _ •` v,b I�.v� �P oh�En e�+,�� ark vNw.ou•Ss ,.. . `mot V e• ur A,ra Ain a"ws F � Gr p�T - 010 M11 Rd 'ti i z '4,o •,,v _ " .. NC � O • awv vxapa Ra �_ _ '.�y., t / �k y^ `. �9.•+fn_ _ Wt& o.rymMMe L<land �W xO NF. R.ra.1d.97 "IR •. c ❑ Project Boundary ❑ Suffered Project Boundary El NNP Nelurat Area (NNNA) Managed Area (MARFA) Page 10 of 10 0 0.5 1 2 rrO 2z 0 1 akm 4M EN NERE.OM1nrr�. IrMrr�µ Yvw, P 5 C£. NSGS. FM, NPB, NflLNI. Hdm IGH, ItMels NL ONvm 9unry. 6i1 SM,. EETL Exi CM+ fNuq Yngl rwlnm. eynM��. O own3bwwlo rmrwm•...e e. cIs u.er fun.nlry Focnwa x TMILiM Mffd a .. 7016075WO0100346860 Product & Trocldng Information Pos®I Pmdrt Fames wed mar 3*3%M7, 1�Pn Depa l Neoo worry In -Transit See Aw.M ble Acid.. '+ Ly29, 261], B341m Armed m LAPS Regard Fac&y FAYErrEVLLE NC DLR� ji CENFFAAN EX .LNy 29. MT, 1D-16mn Antoed m LWS FNpad Fealty avjanTTENc WSD>®LRI!'MfBDER My29.2D17.12.49an Departed LISPS RcgvW FamW P EM NC DISFPoBUTIM CENTER jl W2k2(17,10.17gn AahedaUWSRa jordF my R LEIGH NC DEMBUT)ON CENTER I Available Actions Sae lass n In Transit, Delayed Product &Tracking Information See Av,.1ftmb&eAcdons P.w� FM-CJ Mar cwukd mar OMHSWAYTO J*21,2017,�m DW, D� DeTnsuTK)N F.�Y CENTERANNEX W 21, M7, I 1:� Am� a � po�" FAYErTEMUE NG DOMBUTION CENTERANNEX �*21,2017.1223= Ow� LISPS RVMWI FWW RALEIGH NG DZMBUnCN CENTER M, M7. i0 NG [) CENTER W, 217,520 pm Depe � R= C. R&EIGH, NO MIG Ity M, M7, Iftss LGRS in p� d RAU30tWO616 See Lm Coastal Management ENVIRONMENTAL OUALITY September 11, 2017 Advertising@stamewsonline.com 2 Pages Star News Legal Advertisement Section Post Office Box 840 Wilmington, North Carolina 28402 Re: Major Public Notice for CFPUA / New Hanover Co. ROY COOPER Governor MICHAEL REGAN Secretary BRAXTON DAVIS Dinaor Kyle, Heather, Adam: Please publish the attached Notice in the Thursday, September 14, 2017 issue. The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for newspaper advertising. Please send the original affidavit and invoice for payment to Shaun Simpson at the NC Division of Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by credit card to the attention of Tanya Wright, (Ref acct # 796-7215). Please email a copy of the credit card receipt to me. Thank you for your assistance in this matter. If you should have any questions, please contact me at our Wilmington office. cc: Sincerely, Shaun K. Simpson Permitting Support & Customer Assistance Heather Coats - WiRO Doug Huggett - MHC Tyler Crumbley - USACE Sarah Young- DCM RECEIVED SEP 13 2017 DCM- MHD CITY State of North Carolina I Environmental Quality I Coastal Management 127 Cardinal Drive Ext., Wilmington, NC 28405 910496-7215 NOTICE OF FILING OF APPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-119(b) that the following application was submitted for a development permit in an Area of Environmental Concern as designated under the CAMA: On September 8, 2017, Cape Fear Public Utility Authority proposed to extend water distribution system and sanitary sewer collection system to serve commercial facilities at multiple properties located off NC Highway 421, extending south from Pender County line to Point Harbor shipyard, and crossing the Cape Fear River at the CEMEX Terminal to the CFPUA Sweeny Water Treatment Plant, Wilmington, New Hanover County. A copy of the application can be examined or copied at the office of Brooks Surgan, N.C. Dept. of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405, (910-796-7270) during normal business hours. Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue, Morehead City, NC 28557-3421, prior to October 5, 2017 will be considered in making the permit decision. Later comments will be accepted and considered up to the time of permit decision. Project modification may occur based on review and comment by the public and state and federal agencies. Notice of the permit decision in these matters will be provided upon written request. RECEIVED SEP 13 2017 State of North Carolina I Enviromnental Quality I Coastal Management D C M- M H D CITY 127 Cardinal Drive Ext., Wilmington, NC 28405 910-796-7215 NC Division of Coastal Management Maior Permit Aoolication Computer Sheet AEC: CF River Fee: $400 1,27991 CDAITS _ MHC cc J 4i Applicant: Cape Fear public Utility AuthorW Agent/Contractor: S & ME, Inc, c% Walter Cole Project Site County: New Hanover Staff: Brooks Surgan District: Wilmington Project Name: Hwy 421 Water & Wastewater Utilities Rover File. n/a River Basin: Cape Fear Initial date of application submittal: 8-1-17 Date application 'received as complete* in the Field office: CAMA ❑ Dredge & Fill SITE DESCRIPTION/PERMIT INFORMATION ORW: ❑Yes No PNA: Yes ❑No Photos Taken: Yes ❑ NONSetback Required (riparian): Yes No Critical Habitat: ❑Yes ❑Not Sure 15 foot waiver obtained: ❑Yes No Hazard tificetion Returned: Po ❑Yes No SAV: []Yes o ❑Not Sure Shell Bottom: []Yes No ❑ Not Temporary Impacts: Yes ❑No Sure Sandbags: ❑Yes No ❑ Not Sure Did the land use c sification come Yes []No X Mitigati Required (optional): n No from county LUP: Moratorium Conditions: EnvironTyntal Assessment Done: []Yes DfINo ❑NA Length of Shoreline: � 1,UW FT ❑Yes 0No ❑NA Shellfish Area Designation: Project/Description: (code) Development Area: (code) Open -or Close J SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4) ❑ Future Water Supply (FWS) ❑ Nutrient Sensitive Waters (NSW) I ❑Swamp Waters (SW) El High Quality Waters (HQW) ❑ Outstanding Resource Waters (OR" WETLANDSIMPACTED (404) Corp. of Engineers (Jurisdictional ❑ (LS) Sea lavender (Limonium sp.) ❑ (SS) Glasswort ( Salicomia sp.) etlands) ❑ (CJ) Saw grass (Cladium jamaicense) ❑ (SA) Salt marsh cordgrass (Spartina (SY) Salt reed grass (Spartina altemiflora) cynosuroides) ❑ (DS) Salt or spike grass (Distichlis ❑ (SC) BuIIrush or three square (Scirpus ❑ (TY) Cattail (Typha sp.) spicata) sp.) El (JR) Black needlerush (Juncos ❑ (SP) Salt/meadow grass (Spartina roemerianus) patens) APPLICATION FEE ❑ No fee required - $0.00 ❑ III(A) Private w/ D&F up to 1 acre; 3490 0 III(D) Priv. public or comm w/ D&F to 1 can be applied - $250 acre; 3490 can't be applied - $400 ❑ Minor Modification to a CAMA Major ❑ Major Modification to a CAMA Major X IV Any development involving D&F of permit - $100 permit - $250 more than 1 acre - $475 ❑ Permit Transfer - $100 ❑ III(B) Public or commercial w/ D&F to 1 ❑ Express Permit - $2000 acre; 3490 can be applied - $400 Major development extension request - ❑ II. Public or commercial/no dredge RECEIVE D $100 and/or it- $400 ❑ I. Private no dredge and/or fill - $250 111(C) Priv. public or comm w /D&F to 1 SE P 13 2017 cre; 3490 can be applied; DCM needs DWQ agreement - $400 r,nu ■�u LJVIvl- VVIl 1v v-. CFPUA Date. 8-1-17 Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of measurement found in your Activities code sheet. TYPE REPLACE Activity Name Number Choose Choose Dimension 1 Dimension 2 Dimension 3 Dimension 4 One One 1 New Work Replace I ��� ld Maint ❑ ❑ Y N I I C New Work Replace nrr �K Maint ❑ ❑ Y O(N tl00 1 PC New Work Replace 4 30 Lf ' Maint ❑ ❑ Y KN r (1 „ New Work Replace o J NeWW.rkX Maint ❑ Replace Ely XN p 1r510SI T 0 ( IZ, New Work Replace 3,�t1 Maint ❑ Ely N St New Work Replace oT g l Maint ❑ ❑ Y kN AC New Work Maint ❑ Replace ElY Q(N i 3 x 3 Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement found in your Habitat code sheet TOTAL Sq. Ft FINAL Sq. Ft. TOTAL Feet FINAL Feet (Applied for. (Anticipated final (Applied for. (Anticipated final DISTURB TYPE Disturbance total disturbance. Disturbance disturbance. Habitat Name Choose One include's any Excludes any total includes Excludes any anticipated restoration any anticipated restoration and/or restoration or and/or temp restoration or temp impact temp impacts) impact amount) tem impacts) amount Dredge ❑ Fill ❑ Both ❑ Other 143 0 I -13r �O 1 AGDredge ❑ Fill ❑ Both ❑ Other I (q 11 T (,L Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ 9-733-2293 :: 1-888-4RCOAST :: www.nccoastalmanaaement. net revised: 10/12106 cF�?«A 44. k_ 0.OA' r ke-"' DCM % DWQ % Development Ta Fee 14300160143510009316256253 2430016024351000952341 I. Private, non-commercial development that does not involve the filling or excavation of any wetlands or open water areas: $250 100% $250 0% $0 II. Public or commercial development that does not involve the filling or excavation of any wetlands or open water areas: $400 100% $400 0% $0 111. For development that involves the filling and/or excavation of up to 1 acre of wetlands and/or open water areas, determine if A,B, C, or D below applies: III(A). Private, non-commercial development, if General Water Quality Certification No. 3900 See attached can be applied: $250 100% $250 0% $0 III(B). Public or commercial development, if General Water Quality Certification No. 3900 See attached can be applied: $400 100% $400 0% $0 III(C). If General Water Quality Certification No. 3900 (see attached) could be applied, but DCM staff determined that additional review and written DWQ concurrence is needed because of concerns related to water quality or a uatic life: $400 60% $240 40% $160 III(D). If General Water Quality Certification No. 3900 see attached cannot be applied: $400 60% $240 40% $160 IV. Development that involves the filling and/or excavation of more than one acre of wetlands land/or open water areas: $475 60%($285) 40%($190) Cro C �I�V I u (c14� RECEIVED SEP 13 2017 DCM- MHD CITY Date Date Check From Name of Permit Vendor Check Check Permit Number NOTES Received Deposited (Name) Holder Number amount 8/10/2017 S&ME CFPUA BofA 27991 $400.00 major fee, Adj Hwy BS rct. 421, Wilm NHCo 4646D 60/40 split a W U >o _ N W M U ti d C=C C C/� LU W t g � U J t } -I i , YF � / � Y � - - • 1� '` '�l\l - ii i i �; \_�< \ � \. �v,�,� �I6 .� +` yU j ��—_ -1, � o� ..a1 (� ! \ 1 t �t`� ,*- �1'1} �. 1 } ; Ir \`_�v / y } I f S =` i�r }v1 1� i -�'' •,'!!w Y , o #nL T I l/' ( �) rf1 #�� #}' { i #' 0. `\ i�_� t+ j ■ui� w r - p j i J %' J^ 1 � •a nrr� rj��} i ref # C # � i,k♦ �--�i � \e.. ` ' � ,. I % I _ �n,: >.' 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A #+ # � �} i�rg,, jt'♦ � � :� o S r C9 i; N N :ro S \ yL - \ `S _ l c9 #T #i 1 �, t,..,;;.` r ? + #1 #+ }+ {# + } 1 # + { _ _ ui CITY } I f } i { + i + i + f �'�a \ ti : _`: ) P-(1 + i + { f { # f + w _ f i f + AY '�f ;• �J t' ♦;/'� J1 # f { i + } i i w, - • S� �.' e: + i � { + { �►�--'-•,-_� { + + � � � � e + \ # }#A ii} }1 j �.`�) J) \cd `-r ✓e ��\� 1J 2 �'�1M�+ } A } } + j} �9_ itQallo p a + \; 1\rc �i \J _ �U 1 4 ♦ "�-' ��0 �, ^/ .. # + 1 '�... ",�_ \ 1m%.r i onS� o ## lYy z z I i ^�� D3 �., l� { { \ oc8z a y S-1, { + g W z }} i {+}f `asui, �-�-��� ,# } i 9 f i/ • q,�, ICJ ,,\%�\L�f� �i�a <r�� C, �'' �a -J \ < 1' x }. f„#, # } t {gip' /'"",,5� 3 ,�3' ' 1, �� , 1• r �' ♦ J � �• + �''oJ A -) i 9. + i f i } +\.,��'` i y mite W # f (,_„% r •,{`��` `.i..j: S _� i °-- - f-� # '� \ # f 1 i# �'c'A!-�, 2 i � R � N 41 Z-O '. IU N IN w 0 _o a N o 1 J � � JI } y:q .=d_ �., / � �•��1} ♦1 t1 rr(.� � ��wa � Q � # j f;�. J 1 �.3 I y1 ^r'"1 '#' -���` � } f a. —�'f i� :�4C• V `,, \. iti � / /- � � rc � rc o %� L- �, on{:�+� i }i� l =`�� f # / T ! \'t { -- - ' III #�1 # 1 # • 14 U. q5 y, F�.�� 3'' sa- ` ���� �# 1 1 f / }} +# 1 `\' } t� \' ��a f�\ �' ++# 11 f.il'' J ` �L� � <'.� • })JR. y, =M z p Ilk ^f�# #Ii+if—#—}� 3�l�Tyy?�.-If--# 1 y111 + fv (` _ I#\ /!ru z w •_\/111 f}►' W +# 1} ## '�•�� ���rx # + #1� } # %l\J i!i rc>���a O NC SEP 0 8 2017 C —Mn_ r r. m m o N Ron � c 5. /-4 -a&, .w- . •�- emu. .ate -�- Lake Sutton U Legend �© Limit of Disturbance 0 1,000 - 2.00o C Feet \ REFERENCE: CIS DATA LAYERS WERE OBTAINED FROM THE 2018 WILMINGTON. LEtAND. CASTLE MAYNE, NC USGS TOPOGRAPHIC QUADRANGLE, 1:2000 SCALE. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. SBME,INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. ,.-,,000feet S&ME MEN Coop-v � o 07-24-17 _ USGS TOPOGRAPHIC EXHIBIT A. STEELE WWW.SMEINC.COM HWY421 CORRIDOR 1306-16-014 NEW AND WASTEWATER UTILITIES n ENGINEERING LICENSE NO: F-0176 W HANOVER COUNTY, NORTH CAROLINA N 1 b FIGURE NO. 2A -U& �P'0� 7' 4w V 4L& . •- ,bh& w ,_, -ally -- -'u' di. Y 0 U-L 17 74 \��v Muddy -tM :" cv,, 0 r+ .emu. z W wA�Nur sT ... 133 j .., — _.-K ,r, hi Z I Legend. Z o w talc- v Disturbance o ,,000 2000 - to Limit of V �+••' M -i pw Feet 70 PO 91 v� Q GSFDATTA LAYERS WERE OBTAINED FROM THE 2016 WILMINGTON. LELAND, CASTLE HAYNE, NC USGS TOPOGRAPHIC QUADRANGLE, �I 1:24,000 SCALE. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S6ME,INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. m o SCALE: ,.-,,000feet � ;,,.(DATE: oD o�-za-, � #S&M E USGS TOPOGRAPHIC EXHIBIT o O RAWN BY: A.STEELE _, WWW.SMEINC.COMHWY42, CORRIDOR ZROJECTNO: ,306-,6-�,4 ER AND WASTEWATER UTILITIES -I�N NANOVER COUNTY, NORTH CAROLINA Z ENGINEERING LICENSE NO: F-0178 t r r R: 0 a] Bus cc x N FIGURE NO. 2C N SEP 0 8 201 Ia yJ � r..vi6r..N• • ,1� I It •Il � E I % j,IQ.19 Y YETI..- r YalLl�. / �� v✓ flPt :tN ME IV I ©4 t' US MY •21 PLWP STATION NO. 1 PLAN A i• • w• c el kPIAF STATION COA ENTS A M1w0 th Er Iea rim. l SITE ulYrt Mtn, 1. N, SrrcTIEWT MIT ,~m No HwwHN Il w rAa ollu. t. 1 vim r ICY. if ~Jft LIB' Nl STIfVtIYIEa. YI w IH[I. a. Na w/ L SlM [llM. m L wl/ . u .. ALA W61L «aQ w YAK .•. /S, Y w $TW I. mull' L MY w L t "" 0,`llalL TVMCE: a AColaS /. ww Nc IWOt ANt/D rl B MID.) w of r AM , uYIYY. W I. A&CE "If "I NEA O,LC) IN I)L ACCOa w LT WT. /. 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US 421 WATER AND WASTEWATER UTILITIES LEVEL 3 DESIGN B &V PROJECT - 193756 APRIL 2017 BLACK&VEATCH Building a world of difference: Black & Veatch International Company Business Liceme No. F-0794 10715 Darts Trylor Dfire, Sune 240 Charlotte, North Csrdina 29262 LU VA DGrti WILMINGTON, NC S E P 0 8 2017 FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION GENERAL NOTES ' a SHEET LIST 1. $pSYMBOLS,MATERIALSbW015,MATERIALS AND ABBREVIATIONS WY NOT BE UTILIZED ON THIS SPECIFIC PROJECT,L 2. TUNODbPHIC INFORMATION SHp1H IS BASED ON FIELD SURVEYS COMPLETED BETWEEN SEPTEMBER 2018 AND WRON Shl No. DWB No. Sheet TIDW 11 MANI PLAN AND PROFILE STA 785+50 - STA BO]+W 2017 NY MICHAEL UMERWDDD, PLS LICENSE W. L-2062. PROPERTY LINES PORN W THE DAAWINGS ME BASED ON GIS MTA865ES. ND FIELD VERIFIGTIW M WED REVIEW g WAS / OAWD. W FIELD RUN BOUNDARY SURVEY IS IMPLIED. CONIDACTDA SNAIL SURVEY ANE STAMP THE RIWT-W-WAY LINE FDA THE PROECT t GM COVER WET WITH VICINITY Wp 75 W-29 PLAN AND PROFILE STA SOF+W STA 818+M COMITODV IN THE FIELD MINT TO EXCAVATING. IF REWIRED AFTER FIELD VERIFICATION, CWTMLTW SHALL CX DIWTE WITH THE ENGINEER 2 G02 SHEEN LIST AND GENERAL Worse IS W-W PLAN AND PROFILE STA B1B+50 - STA B90+D0 10 DETERMINE ANY NECESSARY MODIFICATIONS TO THE PROPOSED WORK. 3 GNA ABBREVIATIONS, LEGEND, SYNKILS, M. 77 W41 PLAN AND PROFILE STA B30+W STA NI+M 3. HORIZONTAL CONTROL: CODGDULAtES ARE BASED ON "M AMERICAN MTW OF 1983 (HAD 1983). a G01 SHEET INDEX WP 6 BENCIDF/N LOCATIONS TB W32 PLAN AND PROFILE STA UI.W STA 062+50 /. VERTICAL LOLIROL: ELEVATIONS ME BASED W NATIONAL GEODETIC VERTICAL MTW OF 1988 (HOVD 1088). 5 PLAN AND PROFILE STA 100+00 - STA yy" y■" 6 PLAN PROFILE STA 10-050 720+00 - STA I20+60 RD W-39 plµ µ0 PROFILE STA 852+30 STA 836+]]. BO 5. THE IN YEAR FLWO ELEVATION SICWN ON THE DRAWINGS IS BASED ON FEW WP PANEL 3]203f180W, EFFECTIVE DATE 3 APRIL 2", AND G .2 VAN2 AN G1 ENLARGED PLAN SWEENEY BIP PANEL 912031180W, EFFECTIVE DATE 2 JUNE 2W6. 7 VAN VNW3 AND PLAN AID PROFILE STA 130+60 - STA f92+00 B V+Y14 PLAY AND PROFILE STA 192+00 -STA f/3+00 et G2 - - ENLARGES) FLAN CL1MN STREET PLWP STATION 6. BORING LOCATIONS ARE FROM 561E GEOTECNNICAL ENGINEERING REPORT NO 1300�10-01/ GAITED MARCH MIT. TEST MULE LOCATIONS SHOW W PLAN AND PROFILE STA STA IU+N DIMINNSS ARE APPROXIMATE. CONTRACTOR SHALL REFER TO THE OEDTECHNIGL REPORT FOR ALTDAL TEST NINE LOCATIONS AND THE FINDINGS OF a 9 NEWS 1/3+00 - 82 G1 PIPING DETAILS THE GPOTECWICAL INVESTIMTIW. l 10 W Wd PLAN MO PROFILE STA I51+50 - MA lde+ 83 042 -SCREENED' @ PLAN MO PROFILE STA 1BBM0 STA 177+50 HOPE PIPING DETAILS T. (LIWT) OELZAIA%TIW INDICATED W THE DRAWINGS DENOTES EXISTING FACILITIES.-SCEbED' INFARCTION WAS TMEN FRON n 11 YAN-T - N DJ EXISTING CONSTRUCTION DRAWINGS AND MIA, IS FOR REFERENCE ONLY, NA SHALL SE FIELD VERIFIED BY THE LONIMCTM MEW TO TNE � 12 VAVA PLAN AND PROFILE STA 177+0 - STA 189+00 PIPING DETAILS BEGINNING OF CONSTRUCTION. 'BCD' DELINEATION IS NEW MUNBt TO W LON5IRULTPO UBER THIS CONTRACT. i I! 1 13 WW-p PLAN µp PROFILE STA 18B+00 - STA 200+SD B5 DJ PIPING DETAILS B. EXISTING UTILITIES AND STRUCTURES ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WS KNOWN, M GLADE AVNLAL.E T0, DA _ 11 W W-10 PLAN AND PROFILE STA 200+60 -STA 2f2+25 96 D8 EROSION CIYITIDL DETAILS DISWWRED HE BY THE ENGINEER IN PREPARING T~ZNG.S. THE LOCATIONS, LONFIWMTIWS, AND ELEVATIONS OF SIBSINGN" FACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES WY BE INDICATED. FIELD WRIFIGTrM W 1/TILIY, CONVEY OF 16 "Al PLAN AND PROFILE STA 212+25 STA H. BT MI-0 PUMP STATION PLAN THE UTILITIES SHOWN IS NOT IMPLIED APART FROM LOCATING FLAGGINS MVICED TWNKNf "IN CAOLINA WE CALL. Z j 16 Wµ.12 PLAN AND PROFILE STA 22/+00 STA 295+00 BB PSI,PUMP STATION DETAILS B. CIYIIRACTM'S STAGING, PARKING, AND MATERIAL S710AM6E SMALL BE LIMITED 10 THE EASEMENT AREAS MD LIMITS OF DISTURBANCE P VAN-13 PLAN AND PROFILE STA 295+00 STA 218+60 DESIGWTED ON THE DRAWINGS, PROVIDING A MCNAL OFFSITE STOWGE W PARKING SHALL SE THE RESFq/SIBILITY OF THE CdF/MGiOfl. Cp?MLTDA EE PLAN AND PROFILE STA NB+SO STA 26B+C0 89 PSI-2 PUMP STATION DETAILS SHALL BE RESPONSIBLE FM MBILIUTIW K EWIWNT AHD D MATERIALS To AFROM SUCH AREA(S) AT NG MDITZGNME COST TO THE INNER.1B c E of WW.11 CONTRACTOR SWEL MRG)IWTE WITH OHER/EAGINEER REGARDING THE LCGTIW S OF THE STMIN3 NIEOI S f ) (1' 1B yNNS FWI AND PROFILE STA 258+00 � STA 26B+50 BO P31-3 PUMP STATION DETAILS W WW- 16 PUN AND PROFILE STA 208+50 STA 281+W Bt P31.1 DRNAIIDNT& FENCE DETAIL 10. WORN SHALL BE CONFINED WITHIN THE LIMITS OF OISTWSAVICE SHORN W THE NWAWfHB. CONTMCTW SMALL INSTALL BLAZED WANE FENCE KDWi LIMITS OF DISTURBANCE IN AREAS WHERE SILT FENCE IDES NDT DEFINE ITS BOUNDARY. 31 Wy/-11 PLAN MO PROFILE STA 281+00 STA 2B2+50 B2 P51-6 FIXIILATIW IAYq]I LAYOUT 22 W W.16 PLAN AND PROFILE STA 282+50 STA 3N+00 11. SHALL VERIFYIAD PRECISE LOUTtOd ELEVATIONS OF ALL UTILITIES AND ,NAND B W THE OWYINOS DA 93 P518 ELECTRICAL LEOEN05 MY, IN THE IN pN,,,,ED MDT, IN TIIF , B VA EXCAVATING, BY A HER AGENCIES, All UTILITIES AND OTHER AGENCIES, µD BY NG FACILITI CON)MCTDA 29 VNN40 PLAN AND PROFILE STA 30/+CO STA RFIELDESPONSIBLE FOR REN SNAIL BE RECONSTRUCTION, AND INATELWITTHH REQUIREDES AS TO OF fENGINEERFTO ELYMMCTOR 21 WAN-2D PLµ AND PROFILE STA 327-M 327-W - STA 33]+W w PS1-T ELECTRICAL ABBREVIATIONS 6 NOTES COMPLETE THE WORK. IF REQUIRED AFTERFIELDVERIFICATION, SWLL COOROIION THE DETERMINE µY BS PS1.B ELECTRICAL RISER CIRCAµ NECESSARY MODIFICATIONS TO PAMKSED NEW WON. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WIN THE DANGER OF 25 WW-21 PUN AND PROFILE STA 32]+00 -STA 998+50 UTILITY DEFINE THE REQUIREMENTS YETINDS TO THE PROTECTION, TEMPORARY SY/pFYlY1, ,AWUSTYENI, DA A RELOCATION AN HE WGRN.pDATE 26 NM•.22 PLAN AND PROFILE STA 998+60 � STA 950+W es P51-9 ELECMIGL � SITE PLAN NELOGIION OF µY UTILITIES AFFECTED BY THE PRDAMED NEW WON. 27 WNN-23 PLAN AND PROFILE STA 950+00 - STA 361+75 BT MI-10 ELECTRICAL - MI dE-LINE OIARLW 12. µY DWAff TO EXISTING PIPELINE, UDERMq.M UTILITIES, W OTHER STRUCTURES, SMALL BE REPAIRED AT NO ADDITIONAL MY TO THE OWNER. 28 W -24 PLAN, AND PROFILE STA 3Bf+75 - STA 370.08.07 GS Mt-11 ELECTRICAL MISCELLANEOUSDIAGRAME-LINE DIAGRAM V [ D 9 29 Vryy.25 PLAN AND PROFILE STA 20+00 - STA 25+00 88 Mt-12 13. THE LVITMCTDA SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CAMPIN!OF ER RIGHT WAY MANNERS. PROPTY WR ERYER YAMEfl$ Q o 30 VAY-25 PLAN AND PROFILE STA 25+00 - STA WHIG - ELECTRICAL ELECTRICAL BUILDING POWER AND LIGHTING PLAN DAMAGED BY CON5IRDTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSION& SURVEYOR IN THE STATE OF "INCARCINA. W y Fj CD 31 VFAV_2N AD ~ZEE STA 36+60 PLANANDMI-13 STA /7+50 ELECTRICAL SCHEMATICS 6 DETAILS 1/. CNIAA(7" SMALL PDTECT AND MAINTAIN ALL EKISTIM TREES, SHRUBS, AND PLANTS UNLESS OTHERWISE NOTED. b �a WS T: i 11 32 VON-28 ND PROFILE STA 11+60 STA SB+W 101 F51-11 ELECTRICAL - DETAILS 15. THE LONIM OPERATIONS SHALL CONFORM TO OSHA, LOLL, OR STATE NEWUTfONS, WHICHEVER t5 NAME STRINGENT, PERTAINING 10 O i ; E A � 37 WH.2p PLAN AND PROFILE STA 59+00 -STA >M50 EXGYATION AND AND TRFMYItNE. U ` � N W W-0o PLAN AND APROFILE STA 70+50 STA 82+00 102 PSt-ts 3 ELECTRICAL - DETAILS Q P E C a 35 W W31 PLAN AND PROFILE STA 92+50 STA 69+50 1IX1 FS2-0 PLWP STATION PLAN 16. CWTIUES O DULL COMPLY AND RESTORATION THE GOVENAT AGENCY AWDETIONS AS REWIRED Y THEIR ENTSOPER AND SHALL ADVICE CTEDAPFAGFWIAYETHE, YITIWTIW SPECIALS ON AND ALL FE REWIRED BY THEIR OPERATIONS, AND VI DIRECTED BY THE EMGINEfA. J m m' SF 36 WWg2 PAN ND STA STA B6+00 PS2-1 PWP STATION DETAILS TRUCTIONPRDTIXTZ0VR ROCATIOVE SPECIAL CONSTRUCTION TEMPORARY MEN, OR FENCING, WI ROIECTIW, MO SHIFTICWTAANG, YKATTE 3] WNN-99 EVENPROFILE PLAN PROFILE GRAVITY SEVEN HOW b MD`ILE - STA 1+W - STA11+11.06 IN 1pS FS2-2 pLWP STATION DETAILS INDTELTM T CERTAIN LOCATIONS GS TO INES, SWFACE BF3IWATIW AT CERTAIN LOCATlU/$ ARE INOIGIFD W THE DRAWINGS 10 MtNG LWTMCTDA'S ATTENTION TO SE/dITIYE AREAS. ION TO ) WREN LOCAL AND STATE STANDARDS CT M DIRECTED 17. CEAHW AND SITE AESTDR.TSI' SHALL OF PERFORMED SV THE CONTRACTOR IN ALES, 38 LP.1 Plµ AND PROFILE STA 800+00 - STA 812+00 10B P52-3 PUMP STATION DETAILS IMP ENGINEER. EXISTING UTILITIES, CULVERTS, LAY WILE. SIDS, ETC. SIG! OWING CONSTRUCTION SINE L BE a 39 LF.p FLAN AND PROFILE STA 912+00 - STA 83/+W RESTORED 10 AS GDb RA BETTER M, RE ND GF DIST% EXPENSES WITHIN WE MY OF OISlIBIBINCE. µY µ0 ALL EXPENSES INCWREO FOR THIS MLVYK SI(LLL BE INCURRED 101 PSA/ ORl11ENT& &WtIMI PENCE OfTAlt RICE.CONDITION INCLUDED IN THE [ONIMCT BID MICE. iO LP.3 PLAN PROFILE STA M2/WD - STA 038+1f.27 at LPG AND PLAN AN! PROFILE STA 160+00 - 51A 108+00 IN M-5 FOUNDATION LAYOUT 16. CONTRACTOR SMALL FIELD VERIFY ELEGISE ELEVATION, PIPE SEZE, ND AMAYODEM M CONNECTIONS OF NEW PIPELINES WITH 10i p52"6 ELECTRICAL - LEGENDS EXISTING PIPELINES F FI FIELD CADAPTERS, INCLUDING CONDITIONS. EXISTING PIPING MICR TO AND ASSEWLMOD NEW PIPING. 42 L➢-S PLAY AND PROFILE STA 10B+00 -STA 121+00 CONTRACTOR STAIL CG DW.L INSTALL FURRIERS, ADAPTERS, µ0 SIXID SLEEVE SLEEVE S( NOTATE DEFLECT JOINTS: AND MODIFY EXISTING u LP-0 PLAN AND PROFILE SR 121+W -STA 193+W 110 P32-t ELECTRICAL - ABBREVIATIONS 6 NOTES AS INCLUDING FM ANY FONTS YGr, FDA ANY OFFSETS IN CENTERLINE ELEVATIONS PIPING AS APPLICABLE AND AS REWIRED TO WEE CONNECTIONS, IWITH O BETNEFN CONTRACTOR SMALL RDVtOF ORY FACTORY PLUG WITH FACTORY CUTLET SIIFD M REWIRED FDA LONIRACTDR'$ TESTING WORK AS LP-7 PLAN AND PROFILE STA 133+00 STA 1/S+W 111 p52-0 ELECTRICAL - RISER DIAGMY AKFELINES. APPL CONTRACTOR BEFORE MAKING CONNECTION, MIEN APPLICABLE. CWTMCTOR SHALL COORDINATE WIRING FAUN dYBIFC1lON WITH T/E DORM. A5 Mpl PLAN AND PROFILE STA 1/5+00 - VA 157+00 112 M-9 ELECTRICAL SITE PLAN 19. ALL WCtILE IRON PIPE JOINTS DULL BE b PLAN AND PROFILE STA 157+W STA 162+42.42 RESTRAINED TYPE UNLESS OTHERWISE SWpN DA SPECIFIED IN THE CONTRACT DRAWINGS. W LF.B 113 P52-10 ELECTRICAL PPl DIE -LINE DIAGRAM Q W 1- 47 W.1 PRAY AND PROFILE STA /95+/0.18 -STA IBB+00 20. ALL HARDWARE FM PIPE JOtA'I5, RESTRAINT RODS, ETC. SHAM BE 916 STAINLESS STEEL. AB W.2 PLAY AND PROFILE STA A99100 STA 5o8+W 111 P62-11 ELECTRICAL - YISLELLAYEDR ONE TINE OIAGflNII 21. ALL GIP AND RESTMINIS SMALL BE PROTECTED WITH A DOUBLE YELP M IOIYE)HYLENE ENCASEMENT. Q K WJ PLAY ND PROFILE STA 509+00 STA 520+50 116 P32-12 ELECTRICAL BUILDING POWER AND LIGHTING J Q PLAN PUN DEVICES (I/ SIDS AND PAVEMENT DARKIAIS) IN AREAS WEN 10 PUBLIC TRAFFIC ME 10 MEET "TEST EDITION 22. TRAFFIC CONTR(MANUAL J ¢ 1y 50 WA PLAN MO PROFILE 51A 520+50 STA 532+W 110 P52-19 TRAFFIC C YUTW (HAWK ON WIFDAY 1MFFIL DOITRW DEVICES) STANDARDS. 1-y W ti W 51 Wy PLµ AND PROFILE STA - STA 54G+50 ELECTRICAL SCHEMATICS 6 DETAILS = J 2 M3+00 PLANT ND PROFILE STA 6/3+60 655+00 117 P82'1/ ELECTRICAL -DETAILS 23. CONTRACTOR SHALL EGWATER OF EXCAVATION. NO HATER SHAM NE TO THE PHEINRATNENT TO THE WFIL Ay W 52 W-0 -STA S. WTISFALTIW OF REGULATORS. COMMCTDi SMALL COLLECT AND PUMP WTEfl pI5CIW1ff0 1MD,YAI A STONE FILTER BASIN. WATER NISH AW TON ER 3 53 OFT PLAN AND F OFILE STA 555+00 - STA 566+50 116 M-15 ELECTRICAL DETAILS U 61 PLAN AND PROFILE STA 50+50 - STA 578+00 118 FB10 PLAN 2/. OPEN WT PIPELINE SHALL K LAID WIND SLIGHTLY UPWARDS SLOPE TO AIR RELIEF POINTS OR SLIGHTLY INDICATED ON PROFILE.AWID HIGH W.0 PUMP STATION POINTS SET EEN AIR RELIEF POINTS M HYDAVIS. J N Q GO PLAN PROFILE STA S7B+W - bTA 688+W 1W PS3t PUMP STATION DETAILS 26. 56 PLN AND PROFILE STA 588+00 - STA WHO WHERE RUNNING WITHIN CSX RAILROAD RIGHT OF WAY, CONTRACTORS SHALL PROVIDE PLANERS IN ACCEPTANCE WITH CSX POLICIES. 57 W-10 W-11 PLAN AND PROFILE STA 800+00 - STA 611+W 121 P312 RAMP STATION DETAILS 26. NAIL BOXES, SIGHS, RETAINING WALLS, AND FENCES SHALL BE REMOVED BY THE CONTRACTOR MIEN NECESSARY FDA PlpE tWrXEATI, AND 1" PS33 R.NP STATION DETAILS REPLACED WITHOUT DAMAGE. IF DAMAGED CON NCED BY TRACTORCON , TRACTOR SHALE REPLACE WITH NEW FACILITIES ON CONSTRUCTION AT No IF) 58 W-12 PLAN' AND PROFELE STA 611+50 - STA 623+00 ADDITIONAL COST. 3 W 2 59 W-13 123 PSN ORNAMENT& ALUMINUM FENCE DETAIL In PIAX AND PROFILE STA 023+W - STA B3/+60 27. SIAUCTUAES SUCH AS CRABS AND BITTERS, CONCRETE AND ASPHALT DRIVES AND BAWTS, PAVING BRICKS, FENCING, RETAINING WALLS, ETC., W W-1 PLAN AND PROFILE STA 631+50 - STA 610+00 121 PS35 FOUNDATION LAYOUT CROSSED BY THE PIPELINE ARE Nor ALL INDICATED IN THE PROFILE. CWTMCTM SHALL RESID E ANY, EXISTING STRCTUNES THAT ARE UL 1M P53G DISTUBED, W WpfD, W REMOVED BY LOMSTR.CTIW. 61 W-15 PLAN AND PROFILE STA 6/O+00 -STA 657+50 ELECTRICAL -LEGENDS W 1n PS3T ELECTRICAL - ABBREVIATIONS b NOTES 28. CONTRACTOR SMALL CONTACT PROPERTY CORERS /B ROWS PRIOR TO WORKING IN EASEMENT ON THAT PROPERTY. CONTRACTOR SWILL NO ACCESS 62 W-16 GUN AND PROFILE STA OS]+60 -STA BBB+W PROPERTY OUTSIDE OF EASEMENT KINGLY WRITTEN PERMISSION FRW PNOPERIY OWNER. Q 63 W-17 p{µ AND PROFILE STA 600+01) - STA 660+50 127 FSN ELECTRICAL - NICER DIAGRAM 28 CONTRACTOR SMILE VERIFY THE OUTSIDE DIAMETERS OF EXISTING PIPE AND RAVE APpA FACATELY SIZED SLEEVES ND REPAIR CDNLINGS W C 64 W-18 PLAN AND PROFILE STA 680+50 . STA 602+00 126 PS38 ELECTRICAL - SITE PLAN SITE PRIM TO dAV51RULTtON. o,..: 65 W-1e GUN AND PROFILE STA OBT+W -STA ]03+50 1A PS310 ELECTRICAL PP1 DIE- LINE DIAGRAM 30. PIPELINE ELEYATIONS SHAH BE µ SIDM/ ON THE ORAR1NE5 WITH A MINI" PIPE COWA OF 9 FEET, I/NLESS OTHERWISE NJTfD. iHEflE WILL utm' ' 86 W-3p RAN AMD PROFILE STA )W+60 -STA HS+W 190 P5311 DIAGRAM ELECTRICAL - ELECTRICAL HE NO CHANGE DA ADDITIONAL. COST CNSIDERED FOR REWIRED ELEVATION DEVIATIONS 12 INCHES DA LESS, EITHER W DA DOWN, _ SHORN W THE DRAWINGS. ` RECEIVED ' V E D Mtt: 67 W-21 PLAN AM PROFILE STA )15+W - STA 726+50 131 PS3-12 U LDINGW-LPE ELECTRICAL ELECTRICAL BUILDING PUNIER AND LIONTfAO '�ci ^� 86 W-T2 PLAN AND PiDfttE STA 726+60 -STA 798+00 DCM WILMINGTON. N 60 W-23 PLAN AND PROFILE STA ]30+W - STA 7/8+50 172 P5313 ELECTRICAL SCHEMATICSb DETAILS PIAW,EIF 11x11 SMIT TO W-N PLAN AND PROFILE STA )/e+60 -STA >51+00 133 p53t1 ELECTRICAL DETAILS S EP 1 3 2017 (� (� p :j 7 F P 2�J IS HIAYY IN PROJECT W. 131 F5315 ELECTRICAL OFFAILS 7 ♦.R 71 (r 71 W-25 Ptµ AND PROFILE STA ]BlbO -STA 7M+50 193756 72 VAN PLAN AND PROFILE STA 772-M STA 78/+09 SWOT G - OZ 73 -D PLAN STA 18I+00 PLAN AND N STA 705+50 FINAL DESIGN W5FOR CONSTRUCTION SHEET T , SHEET INDEX FOR WASTE WATER UTILITIES 20m' 1000' 0 2m0' 4000' r=z000 t SCI. .—..7 v=u SHEET INDEX FOR DCM WILMINGTON, I'' " WATER UTILITIES 7 zm , i000 o zom +0m. S E P O H 201 1 r=zmo Lu Q Z ~ W W w ?O� ~�~ y W J ti ti ~ H =3 ti UJ C3h ti ¢ =�W W W y ¢a=y 3 a W LAJ CL ; Q U s« mex wr mEx nvxrnxc +s o FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION I Go03 t roroa UM,EI. AC R b 8 0 m i 21 T O ,V Ae�k�ki•■•+��% :i;�@@In�lxli II a®%a%:®¢m{eoI°ao (D00. 1 1 ■> � � 11 6 Y s � I s 1 n Z m E $ z moo ®em©o m o o®to ul l I I► ► s a � a u z y a co V Gigiwai S`e<Ag$E S m N INt8 A£ $ 12 won �a m E A Lo # 48118j�T P;Euv E28E$RE m tkp � mNm'�F'b�� Z a�aa T a im ; M' �'jfF Q eTmsw :3 S CEP:a d5 S 7^"8E�mmq L^8''X'K'>e""g�:$EBA� i9$$BP.�om aB 8A .€�y`i E� � 9 VIM- $i" no `n m m M a 5 sesassa ;� £m"m8 :>"p$$egg€Saba ��ggag a.aaaaa$�a $ �� g^mp�`g^€ " s9""a'ia�•'3 �4 "m a� • �' N ti 8� < g"�mQ ^ ^fig S!�'�'R mg'°' m8 $$8R8 "oam ""•. cz C $ oo 0 i m o z� z z ^ne" CAPE FEAR PUBLIC UTILITY AUTHORITY US 421 WATER AND WASTEWATER UTILITIES a BLACK&VEATCH T m O v + � � � wrE arrsrora ,va amw ro rau Es. er a "A aaE s w:a.aro.a....r $� CIVIL Black & Veatch International comp anY AfllE: a.r. w,: a- ABBREVIATIONS, LEGENDS, SYMBOLS, ETC. w+x+ora>ra. wiw a� rE ".,M, 101U CEMI TryIe, pME, alai tq E,nrr®: aEnra. wwwr f:a:a Ea ssf. I� Cmi) 2 0 HM'OF'�.' N INGSI.50 F }3I66SJ.55 INSTILL 6•X E. W✓E A' 193379,37 E 23156" 36— F 23151I6.61 SEF FNLN v VLM' IF, SHEET 0 M m SNM INHM PL M RmrT pw 8 Y .EYWLf 6 6 S' MIN MY) Y) e' PIS CIM sold n c In L1G0/DfP W 0 NNE DOJ ' M'E iIN � llmzw �IRDIMIE$ Al1E ANDVI D TV ZWIGTE THE NE61LL LO TION OF THE PIPELINE. THE PIPELINE La TIW MY BE SHIFTED TO AWD D FLICTS WITH AM V& FRN THE ENIEER. i. ALL WILITIES WY WE E LUIN ONTE IlAl6. MION M m1ETNDTION, THE LTNNTMCTON S L OEIEIWIINE rE 'NAZZLNITN AND NERTICN LO TIGN OF UTILITIES IN THE M CT AIIFA. IF ANY IN MTIW IS COLLECTED SIIOI is SZdNZFZG Y DIFFETIfN, FRON THE q AND/ON N IMACT msM rfa, rw wNEw N SNALL NUYIEY ENGINEER IL IATELY. 5. UTILITY SFMICE LINES RN WATER, MS, ELECMIC, FIMN• AID TELEPIDE WITHIN THE MtluECr AEA ME NOT SHOWN- 4. IT IS ANTICIPATED THAT ME NNINFCTON WILL E EOUIEO TO NE Tf PORTIONS OF THE FISER OPTIC ANO LROFIDNRAD TELERmw UTILIZES WHICH COELICT EM THE PIPELINE lErx"FlON ODINB COEZMLTION. NL =IS ASSOCIATED WITH TIE II =TZW OF THE EISEN mrlt AID LNDDWtl1ED ZELEAHW SHALE DE INYALOED IN W STV. 6. ALL MIEN AID SEER IZAELINES SMLL E 1NST&L" PER THE JEIEIMTION IIFOVIIIELENTS N7All A W SHEET O.N. 6. NO EFL Tzm a TER THAN 1 XWE IS ALLOED IN In L IIPE.DINTS. LOGIrwim EEIDING OF THE PYC Cp00 PIPE SN#: ON THE ILAI6 sH4l E ACO}PLISED WITH PNMEA S T OF THE PIPE AIN,S, CONTIN1 M SHELL TANS NL NECESSAAY PNETA um TO HTEYENr OYTR,.ELLINO OF THE In CLOG PIPE .DINTS. T. ALL WOW( SHOW ON MIS OM WING IS WITHIN THE FAM FLOOD HEEAID !OE M WIN A MSE FL" ELEVATION W {. if cc O W 2� ~Q3� D c W 2 p 1~-EQ~ YJNO �3U u� { �_cz M�o RECEIVED �g3o r WW o SEP 13 2017 Y- ly N DCM— MHD CITY" Lu SEC .-iVED Q DCM WILMINGTON, NC cj OfN}NNU:.. rc}uLfo Fu S E P 0 8 2017 ° AYMYF qT: MIIL t01} 0 6O 6' 10' EO 1e/H0 low 10-M IOEr00 IN.N IN." 107.00 IOIMO 101.OD YMTZG SGLE 1'"' 60' 26' 0 60' 1N' IF MIS.... EAM/N 1' TINNI6IWINI }a RFlL f IAGEC, W. 193756 PROFILE HNIriITAL BfALE 1'=60' wH� 1 Ewu 1-•50' " `"' ' "° FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION SHEET e Ylc A=T P/V �{- �(LGNTwYI£p 445R' B Jb r ACLE551 �1y54 N rI4f2] p0 0 3t o� E z91s2a2.w WY 171US 421 LIMITS K .OISTIPBWCE . -------- _.. w I Rapp nz m frB // IQ- LWis N 5"'s'd3. 2p F TflFMfll SECTI (LTAV'WALILFp 1 ACCESS) 1 Q U Mx,;sEcnW LL _ . _ H10 - TEMPORARY ---___ � tMPIGTS •• BSO SO FTr ACKS)', 4h 1'1 W TA b36.50 40•r 49. 48.4p '•� V PLAN SCALE: 1•�e0' s --- MCOpI n/N (Gri/1nOLL[0 y I NOW £IR INGTM V L� SSWiN YALEI PAU LLC RfD01 nfW ~ DOH 556I PACE [713 u 1 fCWTMLLH Pq. 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UTILITY SEnYIM LIM$ FLA WTM, GAS, ELECTRIC, FIBER, AM TELEM WITHIN TIE Pw]ECT NEA ME MT SHOWN. 4. IT IS AYTICIPATW ]NY THE CW 71V! WILL M MWIIED TO KLOGTE M'ITILWS W THE FILER WTIC AM wPfABroIIP TELEPHOF UTILITES WHICH C LJCT WITH TIE PIPELINE INSTALLATIW pLRTM CLAM P TIW. ALL C0575 ASSOCIATED WITH TIE KLOCSTIW W TIE FIBER MTIC AM LMflIWPINP TELEPHONE &ALL IW IAKX D IN TTE Bm 5, ALL WATER NO SDIq PIHLIMS SMALL BE INSTALLED FEN TIE SEPEMTIW IIEWIIIELENTS DETAIL A W SWEET V-05. B. M LIEFLECTIW GREATER THAN 1 OEWEE IS ALLOEED IN PNC L PIPE JOINTS. LOMITIDIMLL BFMIM IN THE FVC CSOfI PIPE SHOW W THE FLAILS SMALL bE ACWWLISIFD WITH PLAYER SLPPoIYT OF THE PIK ,PINTS. CWTMLTOI SMALL TANS ALL NECESSARY Pffiw lj 6 TO MEYENT 0WA-CILIA IN, )HE PM L'E00 PIK .PIWTW. T. ALL ~ SHAM W THIS OILYIIM IS WITHIN THE FFIA FL000 HALND SOY AE WITH A SASE FLOOD ELEYATIW a E. 3 < AI wl { IVC I O S' LWI IY1 O• PVCCMO 0 I' NRIL•E PLC MII ----_ I — wsrELE PLC _----_ —..— IS? LE ASSIMIIEOlow EM V Ml1MI "M IIPWLF PIKLIWF NHN &AC® EMERY 09 LF -M ISIIO �I IN400 111N0 IISe00 If0H10 111.00 115-W PROFILE SLICE: VERT 1'-5' wAI2 "W' M 16 b" W E33_ 10 ¢W2 �h0 CO 0 + 3U j NN LL ` tiOh 4ita U + SEP 13 2017 CO a 31-L a ` N-- H y DCM— MHD CIT�� 1. 3E� VED a DCIV1 WILMINGTON, N ^° SEP 0 S 20-1 TWTALIEP t1 ,L.P/OVFDn: - aTF: Arlin mrT b' 0 b' 10' M m 116a00 11 Trpp 116.00 t/N00 RAMP 1MIM VERTICAL SCALE 1'•6' 50' 25' 0 W. All-Pp0.1ECT rT mismLs BDr IE.LL.. r' NYVfIA IS MT m LT W. M. 193756 HWIIWTAL SCALE 1-�' FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION SHEE2 T 20 11 10 E 0 6 -10 -16 ADIES: s_. > [ 1. rIrELIME COOTIIMIEf AN Ntivr0E0rotl ftW THE IA . Tmfd OF TPIPELAE E--------- LOGATZ E. TIE rSHIFTEE < $ AMID OY MY SE WITH TO A hE mZ15 IfTN ANIUYN a IIIQY 17/US 121 ALI TIE TIES M•. d - - • fiA i AL I • 2. ALL UTILITIES MY Nor •E flgNl 0 01 F YM Y d TIE cTjw' Mld TO 813. WLPE v. CONSTIWLTld, II[ (pY ZIN9 tB561] ?? AW VERTICAL RTLI TIE MdIIdIAL NIES LOGTld Cf } r /'� f30Ktl=Fi - •--•a•- •• ��-•-•--•-___ .,..jj cy IF LIT Fb fM T1 MIS AMA. f f [T - - —_ N IF AMT IMFWIN is IS fY COLLECTED Mld If bldfflLWIIY WFFEIIFI/I IFAW PAC `• *� .F W TIE TAWS CP, T CWT ACTOR 1B fA T— t'� A' SILL FENCE Q- �- ti W SMLL mot TIE CdIMCid M t•St)9 20 s1 W w P-aP0 - GO 4% gLLLL MD11FY EMGflEEl1 _ E 2Jf624i.f0, 2 IL•EDIATELY. OR FORMERLY OLINS TH YNMINCTCN .LIE i . B-3J I ILL ti S. WtM. AS, ELECTRIC, TRIC, Fd PAGE HE TJ q 96 LY WTER, GAS, EISIMIC, FIBER, PU:. DDT-d01'CN' 1 II to rEMYMPY N IB )OB )C 1 �, PfliEC1POST EAIEA Aft FDf t T&LYW. i((/L 9(IMTS E,231$21 10 T J f, IT IS AMIMMATED MAY ILE .E1660 50 fi { V �CdIMCTm WILL CI TIEI�STO IJ•z6Q•• AO.Po ACIIEs) 33N I 6 TPEMJI SELiId I C f PAVELENL NEPAIR ~ OPTIC Aw M�6WMOD O 3 TELET WILtTES WIN I lrELfIE IMSINLATIM Do1INE Mr ACCESS N Q I I AEWINis �IN LL cmST%cTId. ALL COSTS ASSOCIATED WIN THE MLOCATId W /I ,ry8 NOW OR fOHMERLT OF TAE fllFll FJEP IO A ExfbTlxG 6TOMMYATFP BtStN - -EAGLE ISLAND LM f l TIEDiv.E 514t •E (7 y T OtSTUB 1 'BOO( 2S9T P GC J 6. ALL MTEP NO SH rfrELIMEb W W!$098 MAIL K IWTNLED IEP IM LIIITS os TD: ,ROA>00-OOT-OZ11110 ' LJ 01511NiWNff SEIFMtId IIFd1I11ELEMTf OETNI Y c - J 1 LI $ I 6. "WE isTld YEAIN w c 1 _ 1 1 I' a DEOPFE fb NLQIFD fM PYG L•W Iy I2 "- -- -,. ISFMIM w MELPvc ama PIK 212 1TN00 e• fY A-160 - — - d THE TM6 SWL 1E • - ACCONLINED E)M MYF. I OF TIE PIK ..OIMB. �I CLWTAMTOR SMLL TAAf ALL ¢ / I NECESSARY Pmc4vTfaa IO LL IOfYFM OYE•-IELLIM6 O TIE PW moo ). ALL JMJ ISM E FLO DOM'IFV .Y-...Wyraw / Is WITHIN FIE EFT A SA FLOOD LEVAZMF AE OF A RITE FLOOD ELFYAIId W I. PLAN scuEMRT' ASIYMLT YIWI OfMAE fMIE -- ! •- PIN M E' TFLEI♦E Iw fW PIMIM WFIMR SMCED ftlilY 10 if i IH/W� JOIIWd .m IWM IEINO FAIII0 IESIM 160W 125.00 IM• 00 1E1W 0 INFM PROFILE SCALE: VERY 1'•b' N . t'•60' 129-M 1 FINAL DESIGN - SO F Q W 7 Y Q J m 6 O IX ZZ•• W ? T �3W E �oGT RECEIVED 0 SEP 13 2017 Jm~IW�- a3� E DCM- MHD CIT �y= VW 9 .10 AEC.:_;VED �. DCM WILMING , N �� oEruun: a_i 15 SEP 0 S 2017 6' 0 1' 10' p i1Ry0 ISIMO IIt100 YMITIC:et SCALE 1'•6' 60' N' 0 W. 100' iiiiia M fi%WAL SCALE 1'••0' NOT RELEASED FOR CONSTRUCTION PAWECT W. WW-3 SHEET r __ - .rwv - .?^,r,;. . •"h__ •f e�5£JK �.+� +a ...l: N. 1 - NEZOT Air fLONTEOILED AOXW) , _ __.__A/Y E/A ' i+ j + uj Q W - - 2 T L TYFN> 2l- I D-0] A/Y M y 1J3.00 CtlEO YAVE �l N IM1U TJ N c' t M1 ~ S. TERMINAL RD. SR 2154) LIYITS OISTMBANCF J O[a-0.a lQJ-gyrar YV IDM'e fpG »re LLTl KW f TNFNCF ME TIpi D 1N'1fLfl WIFE WITN D:T G`rvE. 3Gv3 0-01 LOLAM M Waal eo.fw -p I &IFFEF LINES _. LOy. 1 '. IINE - Mf 1 -m TAPw WY 171US 424 c ' (ME T (SEE WTI 5) 1A �•� .. . _______. p i]NWI 1.1 �LIYIFS N 00 DlsTuvaAvcE' 1Az aD uj H 2133)2Q L RAWMTEY LIVE EX FA' MTFAINE 'E $J6J0.1 YDi. ti T t, fi N Oft WITH _ 1IZ' L ODIE U S IHIL '0 Fs 1 i. 1 I I LL' msT . I ,•,, o f I: ROW ONFORViHLY ;Ir RWNAL ROAD PoPOPEHTY LLC BOON .45E PAGE 821 NOW OR FORUERLN E W C P,Or ROA-OOJ-Ott pW 9801 003IIINNR !!! 000 Q%, 8001( PALi iJpl Pm: EOa0D0-ODs-Of]-OOf 3I f III'. PLAN 1r . rw A IMI-SEEP MLE i P% DOH AFL d PNNtO( M LP M DIP DEWTEW ID ON W ANC woo OlP NJ D V WIN, L1MT Olplr wLDE I' FIflLE POD ills R6lLE PFD no 130w 1I400 Imw ww rl7.m 1I1000 lm.m folOw IA/HOP 112.00 Ey low NEW: ,. PIPELING 00MVINATES ANE Q ADVID® EO TMIUrE THE ETfML Lp Tzm OF THE PIPELINE. THE PIPELIL LDEATIM MY L MIFFED TO AMID ObilICTS WITH AWROVA FROM THE EMINEEA. f. ALL UTIUTIR MY NET WE MOAW M 1L PLAE'. FRED, EO , CO6FALDTIM, THE CDNTMCTM MALL LTEIWIL THE HMISMTAL AM VEYTIM LDEATIM OF UTILITIES IN THE WIgIfDT MEA. IF ANY ILEMMTIM IS COLLECTED WHIM Is • 0 SIMIEILWTLY DIFFERENT FNW l i THE MANSM AIM m i IMACT ■ COYSIEYCTIM, THE CLMTALEm M L WTI" FMILEE LEEf IY DIATFLY. yly■Li S. UTILITY WRVIM LINES FOIE PATER, 04l. UnTAIC, TIME, MD TELEPHONE WITHIN THE MplEtr AEA AL NET su% W. .. IT Is ANTICIPATED THAT THE LVTIINCTM WILL L L IIIED TO _ _ _ AEL=TF PORTIONS OF THE FIBER I' 1 OPTIC NO VEIEEGNIM Li C` -1 TELEPHONE WRITES MIM COVFLICI WITH THE PIPELINE, IASTALIATIM DMIIA EDHlTAUCTJM. ALt COSTS ASSOCIATED WITH THE AELO TIM M THE FILE OPTIC MD LFHEIIo1CIM LLEPNDHF SNLLL L INQIHED IN THE WIG. s. ALL MMR NEI 1f1E11 PIPELINES SINLL L INSTALLM MR THE SEPFMTIM MOVIIIf1ENTS DETAIL A M SLEET o W. e. AD DEFLIETIM i TO THAN 1 OEYEE Is ALLOWED IN FM C900 PIPE .HINTS. LbNITUOL LL C LADING M THE Pm GRX Prof 2 E snow M THE PLAS SMLL AT U ALYr J!;ED WITH PEOPEE u° f 51E1YLT M THE PIK JOINTS. W c LYLVTMCTUR 9 L THE ALL O NHES&NlY WWOYI/im TO > LILEFEW OWA.LLLIM M THE 05 c PVC C000 PIPE JOINTS. y T. ALL FMW SLDEIL M THIS DRAWING V Q Is WITHIN IL FEM FLOOD ,LADNTO ZONE AE WITH A USE J t FLOOD ELfVATIM M S. m © u ti a O ?O o tiQ~ �3LU 'vO LL� yap RECEIVE® =2coIt U 0 J Wti LN`I SEP 13 2017 0- S DCM- NAND Cl-'',/ t% LU -3EC :'A VEG OCMWILMINGTON, SEP 0 S 2017 VNOKO: M1E: MWIL KrI YDITIDV. ff.LLE 1'•E' lP MY YYI HH HI LEAYLe r' Rzx gpllA A PROJEC7 W. 193756 PROFILE NDHE—A —E ` ORT 1._D. FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION ww a Nova nr••eo' SHEET SH OF ' - NOW OF N}MERLY 1 NC COASTAL LAND (RUST. } I 1. PIPELINE COwD)wTES ARE f 1' R:OB RP1000-PD11-0016000 i PBEAHNL LOCATIONOF NS Q NMOVAL AMID CN MY BE WITH to AMID mEucrs nTx i ALL MY AOT L S"DAW .. w TBE FLAM MADAM (CONTROL ACCESS LED _� -L._- � �IE IISC LOC INFLECT AMA. /1pI 1'IJ/1 Y I�: NODDY AM N S CTIw= INS LwIMCTOA a 6' 4 • s,- J/ Id I�J�II�� I���,/ I g _ =6 - - IF ANY IAIFYOrw IS RA Y D 01 WY 17JUS 1P7 iii - COLLECIEO Wlw r3 ■ II !li '.pI1N 1AL WERE EX Ae' PCP SIGNMIC YOIFFEIIEM f11CY i 6 t TIIENCN SLCTlw . N t8J033.61 1 RAW MTEP ICE PLANS AND w W0(fix IwAC 'D i E 2315256.48 EIMASENENT PIPE E - - LINE I ! \ t _ EwET.�LTIw, THE LwT,LfLIw R 30 X XI' :.� 1 Pf De 1 _ _ _ • OML( ATIIFY ENGIMEEII IECEIVIM PIT -! - -' -. r _ \ �NNmIATEir. II FOR IS.W° BEM VA 185+89. JY O' I- J "TDIry6AS EL�FLIHlrs IEAr u AM TELEPNwE WI MIN THE O R+1LAD - +� E 3915365W SIA 113+6B.00� WT£ VA1 VE ASSFLBI. v. D 01 1 I /Iq,SC! MFA ME NDT dMW. } {{�� - 1 -- YITX TR1C£R WTRE M 3 • Y I: I N 1B1T15.30 - .�5. 'BEM %45�E I. IIIS Cw'IMCIwCIILL BETHAT RCCIIIBED ro O 1A5M0 -- E 2315265. oT .STA 163.66, 3, - W WL0C4TE "TIO'd OF TIE FIBER d Q W 1 -YIx J iw oD Q y nrlc wD vDE,uno1ED 3 ': NONE PI! C PAVEIENT REPAIR 3EPEMIIw d/f/ N TELENIOE UTILITES WIM Lq _•, • • G 01 (SEE NOTE 61. i Z CONFLICT WTEN IBE PIPELINE INSTALLATION DwrM O R C/AlC ' L 0=1140 R"360' / j/ • N W ti u6rrs of - - �RY.L - .z•-•o,.ero +.�— g..-o.. e.„ , \zra FwWZATErw. HIVE MOCATlw DISTLg1Wf3 '.L -18] 00 -` _ AX f�+•� ^C W'6••`LLCC 8P•••O'• - '' 2 .. 1VN+C AND 00.—_ rC_ 15MDO _ .__ - (t^"A / > fz-•UiDNiIl011D TELEOF INS rjj� lFIq'E SIl4t BE E' N -151M0 _15N60.. J = ~ oc i Y- INCLL IN ENE 210. S] 6'YD m IIEACISEYeIwfnT _ _ re• E. I U p 5. ALL MISS AND SEVER PIPELINES 1eI52 ry IU- 20 -W12 TEIYPFW IS' l - 2J15MJ ••iLW �., __ _ ---�-•• n — Tip— - , I \ LJ SMLL BE INSTALLED PER ENE - ..833 SD F1 - Wq -. •. :-7 DIP fir... .: �£ Q A ON SHIM REWIRFlEMT6 CITRIC Q U 450T2 SD FT 1 f0.02 AWfS,_ 6e £X N' DIY 4Y IN F' Rf D •-p- •D �. A=1f10• IIYtTS / D TRACEN WINS WI JN A w SHEET D.W. IO.6J ACRES) p ]C L.� _. �_ _ _ DISTINBV1Cf IT' Wl IQ^F 22 SB KENO -01 L TFi N O 6. NO BEFLECTlw ME1TE11 lMNI r > - ' 45 W BEMO �. •. _ SL—PLINE _ STA 15T+J3,5] LL MEFEE IS ALLOIED IN PVC CSDO LL ' SU 118+48. 70 x - >.. a —� - - - - _ _ \ FIFE JMNTS. lwtlIN1INV. O F IN X SID TREN:N sEcllcN _ wwrM OF THE Pw CSW PIPE S E 1 D 03 NOW OR}eFOItMLaIY W ON INS FAME BE V ACR 3 I ' MwIlOFWITN F I NEW PAN MET \ ONIFRi BE NNE PIPE .DINTS. Ul C ' 1 Ul BOOK I610 PAGE 13T6 NON OR FORMERLY 1 MECESSNY PIIEGNTlIONS IOC i 2 1I + PTO' ROA000-DOS-009-DOD NEW 10 GE 1 MI EVEN! DYER-MLLIM OF THE ca A 1 , R0 1610 PAGE IS)6 Fw `w Pin .DINTS iL Y �yy PTO: RMOOD-003-0O9-ODC !I T. 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PIPELINE COORDINATES AIR PROVIED TO INDICATE THE SIEN6ML LOCATION OF THE PIPELIE. THE PIPELINE LOCATION MY L MZFTM TO AMID CONFLICTS VITA APPROVAL PROW TE A NOINEM. t. ALL 1/TIII TIES MY )qT E SHOWN ON TIRE PLANS. PRIOR TO comm OtioN, THE court I SMLLI DETERMINE THE NORIlbRµ AM VERTICAL LOCATION OF DlfLftlE3 IN THE NgECT AAEA. IF ANY lHFON"TION li COLLECTID NICK IS SI(HIFIGWTLY DIFFERENT DRUM THE MANS AND/OR 00m, EPACT COAStNCCTfO, THE COLTMCTON SMALL NOTIFY FAGINEEA IMMEDIATELY. S. UTILITY SERVICE LINES PO\ INTER. W, ELECTRIC, FIBER, AND TELEMIOE WITHIN THE Fro.ECr AREA ARE HOT SHOWN. A. IT IS ANTICIPATED THAT THE CONTRACTOR WILL SE REWIRED TO ALLOCATE PORTIONS OF THE FIRER OPTIC NO UNDERGROUND TELEPHONE UTILITIES PRIOR CONFLICT WITH THE PIPELINE INSTALLATION GOING COSTRIOTla. ALL =IS µSOCIAIED WITH THE RELCCAtION OF THE FIBER OPTIC Am ALWMtlEO TELEPHONE SMALL IN INCURRED IN THE elf). 5. ALL "TEA NO SEER PIML)NEs SMALL WE INSTALLED FER THE SEPERATIIM REWINELEDTS DETAIL A ON SHEET D-OI. 6. NO DEFLECTION dAWAIY R THAN 1 DEAREE IS ALLOWED IN PM CIOO PIPE JOINTS. LOOItLOIIAL READING OF THE PM COO PINE SHOWN ON THE P SMALL E ACCOMPLISHED WITH PROVEN SUPPORT OF THE PIPE ,HINTS. CONTRACTOR SNM.L TANI ALL ECLSSARY PRECAUTION!; TO PREVENT OWN -Maim E THEPVC CBOO PIPE JOINTS. ). ALL FOWN SMOMI ON TMId 0IWfM is WITHIN TE FEN FLOOD MANOR) EOE AE WITH A "SE FLOOD ELEVATION E d. w is to B RECEIVED D SEP 13 2017 B DCM- MHD CIT DCM WILMINGT(. 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WTES: 1. PIPFLIN WMOIMTES AN MgvZm w IWICATE IN aFwMAL LOG7IM N Tw PIKLINE. TIE PIKLIw LOUTIM MY N MIFTW TO AMID (bELICTS WITH APFWVK FWU THE EWIKER. 2. ALL UTILITIES MY MY SE JMXMI M IN PLANS. MIM w CMSTI TIM, Tw CPVImcw 4MLL NTEAYIw IN WNZI)NTK AW YEIITim LO TIM W UTILITIES IN THE PMECT ANA. IF ANY INFOIWATIM IS muwTw wzI IS SI61ItF[C LY DIFFEEENT I" TIE PLKIS AW/M WIXI, lMPmT CMSTMFTIM, IN CMIMCTM SHALL WTI" EWINER IL ZAIELY. 9 UTILITY wM'ICF TINS FM MTER, SA.R, ELECTRIC, FINS, AM IELfPWW WITHIN TIME MgJECT ANEA AN MY &4W I. IT IS ANIICIPATEO THAT TILE CpYiMCIM WILL N IWIMMD TO KLO n PMTZm w TIE FINK writ AW UDfIWM21M ULEPMYE IIIILITES WIM C LICT WIN TIE PIMIN INSIKLATIM gSITw CM2;TWI7TIM ALL COSTS ASSOCIATED WITN THE NL=TIM M TM FI" OPTIC AW LMENWIIO TELi!PWW &NLL N IWtMNT IN THE MD. S. ALL MUM AN SEIBI PIKLINS JINLL N 1NSTKLEO KR TTE SEPEMTIM NETIM EYFS NTAIL A M SHEET D-03. 6. W NFLECTIM MUTO THAN 1 DEMEE IS KLMEO IN PLC CST PIK JOINTS. LMGITWzM. NWIW SF THE PVC CST PIPE 41O6N• M TN PLANS 41KL N ACCCLPLISHFD WITH PAYER A r OF IN PIN ATM. OWTMCTM 4MLL TAN ALL NCEOSMY PNCAUTIMS TO INEYEHT °YETI-NLLIW M THE PVC MIT PIK Arm. 7. ALL a0W( SHIM M THIS dNWIW is WITHIN INF FEW SLIM NNAW 2DW M WIN A aISE FL= EUVATIM IF 1. ° RECEIVE SEP 13 2017 1»ws m.T DCM- MHD CIT' REC :_JVED DCM WILMINGTON, N SEP 0S207 b' a 1• To• v rYm SGLE 1••6• AUxt2MTK SpIE 1'•T' FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION RI P6LJ MIT I tlW2NI IE WW-7 SHEET '^+�4 OO iORIIERLY' ' ' 'AfAiIUtT lN.. INC. e z. _. _ vX2.2RDIOIEnm% °1J1D 20.601 n - aLIMILE x 191123,10 F 5915104 a0 INFO' TIIUS 121 __. E DUWi. 10 _ A FiIYMSI lll�^ Do INLF 1,G� INLET n IILO MI l NCM 0 i4 77!5-lisz�- v! .. �p Z 9 r»w 111DM l v �-LIYITs O' DISTLI6V6E � NOW M FO mm' N150 - rf M y' ACIRUNI US iNC T 55X 4A CE 2521 IMACTS PID - R0AOW-00\-DO6_0� EOJJ. SO IT (0.1] A S) \ \ llYf ISD' DISTLFBWCi RI50 - TEIPoWWY IIPACTS 1]an W FT \ < r0. 1 ACAEs1 \ PLAN nt : mw jaw omm IsrMao ,wn Q!»1M EIDW[ AiM1l PRYS1� 1' MErL w Mr° °' PLC OSN o S' ON ( 1 Pse 1PMS1 ISI110 IIID/I low IYFM 1MPM 105-M PROFILE SW[: VOT I•M' 1116.00 11)HN) FINAL DESIGN — to Is to .s WTES; 1. PIPELINE CCODIMIES ARF PIIOYl0E0 To INDICATE 1NE sfT6L5L LOCATION W TIE PIPELINE. m PIPELINE LOCATION MY < SHIFTED W AMID CONFLICTS PITH APPROVAL FROM W QSINEUI. D. All UTILITIES MY MI W SWW ON IRE PLANS. PRIOR TO LVISIINUTION, m CONRACTOR L L DEIEAEIIE THE NQIIIONTAL AW MRTIW LOCATION OF UTILITIES IN THE P t AREA. IF ANY I/idEpTlw is =LKTQ UIfON IS s1wlFIGVTTLY DIFFEKNT FNw t1E Pl H AWIM POND IMACT C TRLE'TION' Imi CwFM m MALI NOTIFY FADIWER IMtDIAIELY J. UTILITY SERVICE LIMS FOR MTM, W, ELKTRIC, FIIER, AEU TELEPNOYE W)TNIN INE PMS:CT NEA AIE bT Mom. A. IT IS ANTICIPATED TMT THE [O/IMCttM WILL EE K ZPIED TO RELOCATE PORTIONS W TIE FIBER OPTIC AND OUEI1OMb MLEN UTlLtTEs MICH CONFLICT WIN THE PIPELINE 1NDTALLAItw DURING C TRDCTIw. ALL =IS ASSOCIATID WITH TTE IIELOCATIw OF TIE FIFA OPTIC AW YUUEIQE(0 mtfi OE & L RE INYLDED 1N TIE LID. 5, ALL PATENT AND SERUI PIKIIWS SMLL W INSTALLED PER THE SEPEILATIw AEOIJAIWNTS DETAIL A ON UEET U-W. S. W DEFLECTION gFATQ TMN 1 WQEE IS ALLOED IN PM QUO PIPE JOINTS, LONOITMIML DE.bIND W THE PM DODD PIKE SWM ON ENE PlN DULL BE ACCOPLIUED PITH PWPFAl S y W tW PIPE JOINTS. COVTIACTOR SMLL TANS All NEWSWIY PIIEOWTIONS TO PIEYEHI OVPI.EELLIHO W TINE PM 0000 PIPE JOINTS. RECEIVED SEP 13 2017 DCM— MHD CIT REC:-IVED DCM WILMINGTON, SEP 0 S 2017 1' U 1' 10' .» S W _ �- } co F�3W ~2co �Q, mWUj CL. cm c H URA C W� a U rM110 IID.CO VERTICAL s F 1'•5' INt 'NW)Kt6SO'E5' 0 50' 140' T W. 76ENOT RELEASED FOR CONSTRUCTION FB _a 2LW£ K PLAN EN 1ST STt �6A5 WIu US 421 e' c F r INT 1. � J 40w {lP. FLNWEW-Y POANTLW..ITS OF P�Rp15G01 LPbAGEpp$O�Tj I I tt OIS'JRY.k:L P ON r IN59R11 A/ Immim w- tJ PLW e X 213LES...1 :{ E 2SONSTB.i( 0 gAN10 rEEHrma -- S • PRF 1' ICE SSE EOM S NPM SSPM MNS OFNS SMN LE a&": w R R o SEL[: m T"M1'y' tlS /I' f. PIPELINE C Imms AIE K IOED TO lwlarf THE BETEOML LOCATION OF THE PIPELINE. THE PIPELINE LO TIW MY K SHIFTED TO AWDID OWFLICTS WITH MMOYK PROW THE ENOIN:A. F. KL UTILITIES MY NOT SE SHOMI W THE PLANS. PRIOR TO LbMTNOIIW, THE cWTMCfM sMLL DETmurw TIE NWzIc NIK AIO YATICK LOCATION OF UTILITIES IN THE AD.ECT AAE1. IF ANY INFOYMTIW IS MLECTED WHICH IS SIWIFICKTIY Dlf EA PROW THE H KOLA WO6fD TWAT CWSTNKTIW, THE pMIMCTM SHALL NOTIFY ENGIRM INN OIATELY. D. UTILITY SERVICE LINES FW WTEH, OTT, ELEDTTC, FIMA, KO 1FlEM WITHIN IIE MDECT NEA ME NOT SIONI. f. IT Is ANIIVPPTED TMT THE FbIIMCTM WILL BE AEDNIAED TO HELD TE PORIIDIS M THE FISCH OPTIC A ISOEHIS'IOAO TELEPHY MUTES WICH =NFLICT WITH THE PIMLINE Imsm"TIW DMING MRSTNXTION. KL MSTS As ZATM WITH THE WE TRW M TIE FISEH OPTIC KO NOFADHdIO TELEPHA SH4LL /E INCLIDED IN TILE STD. 5, KL MTM AM SAEA PIPELINES SIMLL WE INSTKLFD MR TE SMR4TIM AEWIHOENTS DETAIL A ON 4 FT D-Os. 6. NO MFLWTIM MEPTO1 rMN I mPWE IS KLD IN PWc CSW PIPE JOINTS. LOOITIOIML SEMIms M THE PYC 0000 PIPE SIMWi M THE PLANS &MLL SE ACCOWLIOED WIM PIEVER sLWYdlr OF TIE PIK .OMTS. LWTMCTM SHAL TANS KL NECESsMY MECWTI= TO PRmwT MR -SELLING OF THE PYC 0000 PIPE XINT3. 7. FISEH OPTIC INSTKLATIONS WERE KING MODIFIED OMIING THE PAEPAWr1W ( THE DESIW. LOLIMCTM MT VMTFY THE LO TIM W THE PIMA WTrC N C IMTE MTN THE aILM OMEN AIM TO STMT M WMN. K "ZFIGTIW IN OA)4INO PATH M6T SE AINpYED RV TN: MIMM AIM TO START OF SMWL. S. OOTACTM WILL WOWS WITHIN THE LIWITS W fASEWIIT, SNOW W THE PLANS, FOR KL "NS WFINEO bNM MIS cWIAKT INTlIOINO PINE JOIMINO, TESTING KO GMIMOIMG OMIING TOO i'MM ORS. S. CWTMCTM TO fE wrf Km T4rALUTIW OF " AM) SEND TIE PIPE AIM TV MHE Od Yzm L YGHVED SEP 13 2017 SEP 0 S roil I NOD TABLE O 2ti W N Q 1}� O '1 3 W LLoL + �Oln �¢ET V2H n CL nF �ti n aZ3 CL U 3' 0 3' 10' IF TMIS Bl9. Mf YERTIOLL dOWE f'�S' MAaNW i TrWx LMON ]W fO0' FAGIELi AO. 193756 INAIIGIITK SLKE 1'MO' FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION SH s2 SHEET 160111.2E 5L 2318316,31 a ENTRY POINT SEE C-1 Fm G ENLA9fiE0 PL&I PLAM Z � AY A3 )fAI D-q Ir SONIC s �. � N e ■IF S K Ei <WO IEIW It I IlD CDYO MIALLATIW LEE lrT Im ml N \ to to E Sm I!T E. . Sj .0 •M NOTES: 1. PIPELINE C IMTES ARE IIDYIDO TO INDICATE THE LSMTMI LO tION OF THE PIKLIME. TIE PIPELINE LO ATIW MY ME SHIFTED TO AVOID CONFLICTS WITH APMDYAI FA0V THE "ITEM. P. Alt UFtLITZ" MY IDF W 9llW ON THE ft d' PRIOR TO CGILSTM.CTION, THE OONTMCTON SNLLL DETEAMTE THE NOIIZWTAL L`1 ND YERTZM LCUTlW OF .Y' UTILITIES IN INS F1IOECT AIEA. IF ANY INFoRWIlm IS (� MLECTED MNIW IS O$ SISYIFICMITLY DIFFEWNT FRW TIE IL MS N 1a E ZMAWT LEE CGNST FtW, TIE CONTMCTM LEE SMLL NRIIIFY WFNEIR SO IMMEDIATELY. 3. UTILITY SEWLM LINES FEW MTE11, MS, ELECTRIC, TIMED, H AM TEUPN WITHIN THE ND.SCT AREA ME NOT SOW. 1. IT IS ANTICIPATED TNT THE CWTMCTW WILL OF REWIIIED TO Fy RELOCATE PONTICWS O THE FIBER L� OPTIC ND NEDEIWIpMD }oa TELEPIOE HTILITES WHICH CU'ELICT WITH THE PIPELINE INSTAL"TIW OMIIN6 CONSTIMDTEON. ALL COSTS ASSOCIATED WIN TIE REL"TIW OF TE FIBER OPTIC AND IRDER990UD TELEPNOE SINLL ME INCLLEIFD IN TIE MID. 5, ALL MYER AND SEWER PIFELINES SHALL ME INSTALLED MR TNF sEPEMTION H IMMENTS DETAIL A ON SHEET 0.03. S. HID DEFLECTION WEATEII THAN 1 DEOREE IS ALLC IN M C000 PIPE FINIS. Lp lrwrw MENDENO OF THE PVC C000 PIPE SN'AW W THE P SHALL ME ACCOIPLISED WITH PWKA SPPWT OF THE PIPE Jaws, WNTRADTW Sl1LL TARE ALL NEcfss ry PRECWTID'E TO PREYfM OVER-MELLIN. OF THE PVC C900 PEPS FINK. T. CONTRACTOR WILL WOVE WITHIN TIE LIMITS IF EASFIENT, SOW M THE PLANS, PON ALL SEMMES DEFIED ND ER THIS OWTMCT EXCEEDING PIPE FINING, TESTING, STRINGING pmw KG OPSMTIOMS. 6. mYWTDR SINLL INSTALL IEMMMY MWIICAOE TO WLINEATF M WS ARMS AND NJNIMIM DISEPTION TO INS PUNT OPEMTILYE. 0. TIE OWN ARM SIDOL ON TIE DMWIN95 Is WITHIN INS, SORNWATER NFINTION ~ THAT IIECFIYES MIMNTFR FREW THE uT4MENT. DENIMCTa SHALL COOLDIMTE WITH TIE CFPM TO CONTMCTON SIMLL AMO INSTALL TEMU4RY STpMNNTER DIVERSION C41ING Ob6 TIW 10 MINIMIZE IMACtt OCE TO FLOODING. 10. AITAM YIDS AS NEEDED TO NDYIDF 12' MIN /SIREN TOP OF EXISTING AND NOTION OF NEW MTEALIRS. 1,. EXIST)M CUE IS DRANITE IN S AREAS. IF R IRED FEW MAUCTIW OF NEW PIPELINE, REMOVE ~ITE CUBING TO NEMEST PINT N RTETALL NNEN COMPLETE M PWIDE MEN TO MTW EXISTING IF CWRINO Is OWFIfD "ING REMMAL W RECEIVE, -AND zm MMEN TOMrH SEP 13 2017 .k HM TABLE 11 HD � �7 DC) EA9)IMS , NMW ^E■E ' 1 TRIH. SHOO. i1. f1 PN •a ) 1sN11N. TnET. -w. ec i NN16Z. ST A06.)N. - 16 1 6169. iT>SDO.) -IE. !C 7r i� ` , I_ EC 1�- 1C E 1 _ i y © 6 19616M.44i11T)1.i Y Offl— n DCM WILMINGTON, E. 0 10, 1. r S E P 0 S 2011 Y9IIORA GOALS 60. 60' ZS 00 61MM /IIMM NIHW EMENM 6RPM6 MWHO IRP69 SOME6M WpNO 6MN9 PROFILE NNOWO IDYIfOVTAL SCALE f••60' ACkLE:�, FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION cr Q uj ¢�T Z O Q O ul J 3 U LE n y ego � O I" o J�H U2� M a3N~L u;K C— M N WLi j uj U lF 1hm eu aols aor ISMF nWl 4YIA9 +s W-2 L --', TEA LfE \ .... �: 30"FM i M CXO� PAL N. M ITFec1Er ` / EIIAA[N{ 110 M maslu mrr we /. ETIAWS / WIN :Al PACT !15 WTL ' ETMY>S u I PAPZ 9: NKLYJ-CN-Ofl-OJT N % L 16yv � - Ll3tt YE ss-B5 le y\ x par IU a llrr E P.E � ♦ E PIF}nlowIlE P/f 'f FIE 5f0 00 -Prr;- 5l Wr-_ FIF'�--�512 Wl. PIf- .13 00i - yP/E }•— -5N b0�plC —61/5• SO SUFFEF ]6l 50 fI W I.0.i Af/iE5 lW ern¢ NJ IrI F,urr. u nwo-DY-au>-xo \ PLAN SCALE: 1•.Y. 25 20 15 10 5 0 -b -1{ -Y •Y -Y •Y .p -{• -Y -Y -Y .Y Y 6 ]0 S .. TAACEA WIDE WITH • a. .....Y,- , I C 0 PAYFIIENT REPAIR �'�a •• r l o.pt .raM w Famo ] : YTE VALVE I O 3 OO' BUFS LIhY EADC Q.ID fDYI ]AY LY W PAMR C. JiAM-T,P-In]-OW MTII W W AL, KOO +T Q I-, _ 51B ]e.1] - P"C DOej LWE 30' 8 FFEH N O N 150 s -_� - FLA IFL 171L le.,OF flv INP'T$, FI, Q W h Vi - PTf a•�. yj �� R•,`.0' Mr e,2G0 SO Y • P/E ' A JZ ns�_ SS'YIB., e.. _JJ( a]f _ _. �.+.FFF _a.__e..et.-,_E ZE e N iB6165 BOLM0.Q+ _ SILT FFbYF --i 2>_ - P/f J 2 2J16]20 60' h�NSSiG(f =EP bIS.Y �BrA n9 x n NS ~ MM:H � � G� SFCiIM 514•CO,M VHVE eMEW I, fNSiALt 51l, ,LaPPfFM1 OF 6' Rd DIP IN M I)IN FMCER RfRE - N IB620B.06 IN$iALI PST E 211.10, BG 15'X 6 TEE µ HEY 'r _•-R---T- A IN • _ _. _— •all' on Is • mmt IMYEY He -- —Ps 94 ! Sj ma N( I - \—W IOW 0 • WdlilO _ A _ "MA OffAW cow IOIALNTYW • • t•Y aei SE WE -Y DENY •„1Y YNY YNY slaw 511.00 615w 510.00 PROFILE SCHE: PEAT 1-10- WHIZ IN -SO 517.00 511.00 BIwY FINAL DESIGN - NOT 1. PIMLIE COODIMTES AM PDYIOED TO IWIGTE THE MMEIML LO TId/ OF TE PZKLIE. TE PEMLEE LOGtIM MY Y SNZFTtD TO ALGID CONFLICTS WITH AIMDYAL FWU THE YOSEM. 2. µl UTILITIES MY No « SWOP,ON TE NUTS. MID\ M CONSiIIMIlON, M CONI Ycvt SIMLL MTDDIE THE WM2ONTK AND VERTICAL LO tIY M UTILITIES IN TE PM,FCI AMA. IF VVY INFeF1 MTION I$ COLLECTED YICH IS SIYIFICM'ILY DIFFEMM FWV This P MD/S WOAD IMACI CONSTADTION, The CONTMCIM SINLL WTI" DISINEETI 16I151)lATELY. !. UTILITY SERVIDE LIES FOR MTFA, GINS, UWTAIC, FIMA, AW TELEPHONE WITHIN THE PADECT AMA AM WT SWON. 1. IT IS ANTICIPATED MY 1E CONIMC'IDM WILL M WWIMD TO MLOGTE PMTIOIS M TIRE FIBER OPTIC AND Ut1ERYDUD TELEPMYE NILIIES MIM CONFLICT WITH THE PIPELINE INGTKIAIIM OUTING D TRLICYIM. µL COSTS ASSOCIATED WITH TE MLOCSTIM M THE FIMA OPTIC AND LTDEMWIaD 1FLEMAYE S L M INCLLOED IN M {ID- 5. µl MUR KD SEER PIMLIES SMIL M 1ASTKLED MA IE SEMMIIM MWIMEMS DETAIL A Y WET D-03. I. W DEFLECTION SKATER THW 1 MSEE IS µLYED IN PVC CYO PINT AIMS. L4GITLDDML DEWING OF TM PM C600 FIDE SNIT M TE PLNE: SMLL M ACL'OPLISEO WITH PROPER S.FAOII O TE PIM .DIM„. CONIMCTM SMLL TAM XL ECESSMY PMCA4,TIO4 TO PREVENT OM-MLLfW DE IE PVC CYO PIM ,HINTS. >. CtlITDCTM WILL WAR WITMM TE LIMITS M EAMLEMT, Seaver ON TE PKD, FS µt Wp DEFIED vWeA THIS DDNIMC'T IMLIDEW PIM „DIMING, TESTING ANG STRINGING OSING WO OPEMtIONS. I. HE EASENFNY FM fETµIATIM W I!E PIM MY DHSS SGE AIILNt MITME CLASSIFIED M ETLMDS. HE COHIMCTS S L DELIEATE SAM AMAS AND LSE ACCEPTANCE NEARS TO PROTECT THEM MEAN STILE MMMING MAN IN THESE MOPS. S. WNYMCIM SHV.I MINIMIZE DISTPL•TfON M TRAFFIC TO CEEI FUTILITY. OONTALCTM SMeL COs DIM1E WITH CEEE STAFF MIM TO STMI Of WAN IN MEAS MOSD LSOING MY ND CEEEF ENTRY MTE. 10. All WON( S IN, ON THIS ~IW IS WITHIN TE 1eW f'" MIRED ICNE AE MTH A MSE FILM ELEVATION OF0. •Y Y REC IVED .p DCfvl WILMINGTON, NC « SEP 08 idii HDD TABLE �{ f/ S W9TMW EMTING IT C'OISBI .p 1{b11.a2 SI{E1{. A Y11�.1• Jt]. M 2 110 1-U. EITY:.: a 1Y16}. at tl]705.] - K 10' 0 W 20' •Y YEATICK SCUE 1••10' 0 Y' TY' p fY.Y Y•SI• M1OilIOIIK SCFE 1— MO-RELEASED FOR CONSTRUCTION IF Mf! .100111M . 1' T16Y wELE is W-3 SHEET 4• fl•EE ETNB 1 k(, i 1 EI' : 1. PIPELINE COONOINITES W PROVIDED ro zwlI L THE I 1 �i •ET.BML LO ATION OF THE • � , �"' rzmlNE. THE PIKIINE LO TId WY WE WIFT® TO AMID CONFLICTS •IYN APPBWAL HDP Wig L10 ( [ FMW THE ENGINEER. T.l Dy lO"HN N RYTD3 0�- � Tia My MY 0=1 A/. 1. wLmILIPI ' PRIOR ro SHOWN O i B j �! �T-OOD II F�Ql 1 Qp fWVIHOLLEO CO"TwTid• TIE LWTMCTd Ro A<%F551 ` OMLL DETFANINE THE NdINWTAL y) PNPCL� b- NINE D 6iA 6 .60 00 1 - } AND "TIM LO Tfd OF WITH t 0 O1 Al ASSEYIA� I �� ' FINYIIN TIE P A11FA. -- AYFII IF ANY IN lMFdYNTld is fb N N IIN.l.1E!+, •�� LEC OLLrm WHICH IS Ul W b. j11!' gl'A51AL E ESIWill W N + Af 1 SIWIFILANTLY DIFFERENT FAON Wf TlU LIRET� -- rI 1- THE M AD/d EOLLD zwxt N y \' _ ¢ 1 1 CWEIRCTIW Tw CW uvt TAJ _ . t - x EUFI!'n i7at \\ —fEl Aas5s wTf { ` vi Ib460. i0 1+1 FAVEYENT AEPAI L 1 SN&L WTI" MINDEN Lew 1_ _ _ `l' { ELD0..0 L.,r_� _ _..�.�._ ..n_.�.—i-. r Tr ) D.o� SHM, btr. C -. -:"i A4--_T - •- s f ,I T4- O a 4�-I Ils�b-b- ; ^."�f` s E Yi] rEunCYitinr 3. UTILITY PSG. [L�WITHIN FIBER, -}E�.! IMAL iS ND TELENEYE WITHIN THE .. .... ',LF............... .--. C _ . N P. L — 0 67 EO s I IT is A� ARE BUT T THE �A•f �_ TIM UUU � l0 5' ALwF f1 !f tLIM1fD 11MT 1K 5 !•YJ, C-�-�S 99 .a•E ll--@5>1.00 6- r. ___ - 5 00 C o ( 5>Z.M�- e y �� 5?P 0'� . _ O W STA 5 BEIYI Ob:IIMCTG Nill EF NEWIAEO TO ti E EI6 D3 .+;E �Pf644.OD�bNT-?•f 'EN:Cf55 Y.r 'r-'!.L �'''�9 _. F 8.30 I fl=3E0': STA 54B el 51 OPTIC AND FdIT1dR OF THE i06J35 000,{ I tf l' 50 TrzFNLF 5EC11L1•1 OPTIC ND IIDFA9S WHICH SILT FEYCF A - E 43fw0R 1 - t1 .CC ! rP1 IIILfFEBE UIfLlTFS WION F cc "NY1 SFciILW LfAP 1 CONFLICT WITH THE PIPELINE PO D.03 DI5TdflAnY'F D-01 FINK NHWM'T ASSEY&. r'{m. INSTALLATION pI1INB . 30 B(IFFEP ANfn TION N L.63V4. 36 `L�l OF THE TTI WITH ICE TIC AND _• r w KTLAM'AS �Y _- __ - 212 O TO FT'. -_. 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Kl IWCANNss WOW HI THIS FLOOD AA IB BfONIN TIE FHA ZAW ZONE AT WITH A eA.sE f1000 EIEVATfd IF /, g•n A/IIILS PAV M Em)E •LIE W -p •• NMI T•• ABC EY BOI• \ Alffm v EE•IMi1® .E1lEE1i 1E w .I.1Nrs aE fF /E'IM E•VE EIBLE 6E5.00 546.00 PROFILE SME: VINT 1'•6' WNIE 1•=6D' E E E 16 RECEIVED •"1 ~ •Vy W O LL gNo U�c 10 SEP 13 2017 B DCM- MHD CIT J4 ww5 y DOM WILMINGTON, N e SEP 0 S 201 e' 0 e' 0' 10 YEATILLL SLKF 1'•6' .T ApO: ILL MTEL AIYI M1T L/E 1 IF YNIN MN IDff Wr LNAVR 1- HHN tlMFLM I5 •ERN• EEVW 6M.00 •EEV00 OBINp beEMO P e0' E6' 0 60' 100' PMIECT CT IWD.. 193756 WAZZONTN SCALE 1'NO' W-4 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION �SHEFT �f — tl �I I'I .�N r. PfIELINE TO MOZCATS ME + I MIW4 TO Tfm ME ME 1(` aDau1 LOGIld f PI ME PIKLINE TMF IfKLfAE 1IIII / I L0 ID WY BE WIM ED 10 AMIDEJ90 CONFLICTS EITM APr DYK IMY 171US 421 iI� iIItOMY-�( 9- ALL T� TZES MY. t tllf a '_—y -�� / I 4. ON NILIIIES WY m aE S5UW {� _ _ _-.-a•-�.....L LASTNKTME P ON IEILWEMC T Ed t I 'f' EN:ASfIEA'I PIPE F 30 _ iNLI OEffflllL TIE MdV2dIN n: G -. TKAISI SECTION �; B 2! 26 To -1 N 23,626 , ( vI) p 01 20 }R µ. �LIZTlFSG M ENE TIIIIOECT AM,I. OF E 2315i6]. - 0 !F MY fMFQENIfON !S /0'1F Pti 150 O 3 S�rdIFIGWIIY OIFfF1191r I7101kf ------ •.. •� .• • ••• • ..•-10 .11TId JO'Y 10 ••: •U r ]J]' f �_ F 71119"S afLlld V III TIE PLAINS OIa BOLID IrIGT 1 (SEE WIT b) - ]G PII _ t S - e ` fA= I 0 1 1.l L'OVSTI4OTfd• TW LWEwTM _ SJS+M I. Fori5.W Kw / I ITS OF p SILILL NOTIFY MMIDH 1B' N VIP539.60 5♦' NWa BEE L Y LA W EYYLDTATfIY 5J3+M i3l - SJe�W 53 ).Op 5JP.Q't IBFMCW SECTION 0 (tOaTaxtEO OISTLNB.WC£, W 9. WEEP, SE, ELY LIIEJ FOII I N ,� dLassl ' y Ln wDEB. ws. EIIFZMM, FIBEfl, N UQB53.W - PAID ffi AIIEA al MIT TIE ••' •~Y �--p—wlY1 ytA• LIn ES GF _ N TERM7 1139) fllx c Al 4) _i z -.._ _ w- w•--v-- fl n As 4 -a 'e.ncu�ah�-o•—a---wl ITIS A Mu A MIT T ME TO B 2! DISTOMAPAE + E 1315i6] OP _ 81 N n tel x 3 FY 2 Q fJMIMLTLMKLOCATE �ItI IIEdII11E0TIONS OF ME IBEfl -. a f' SIA 53T W 00-- �._ -.- • xr3 TFLRbiKAY 5 I+fq _ 5 2 00 5♦J+00 -- ti OPTIC ND IIDGEIOIID p-0/ TE YKYF EMIv _ _ Fx ♦6'RCP _ -._ �- • ..f� 1i M—J-+FI29f6 SBWIK I.,' j— MAx N1TERf INE�i ...-FLOO P uIYPALIS � .t ,=.:ay J TFLE%IYENHME INtd 1 1 'B3i 5U fI - _ - 1� MSTALLT EIIN ENF IIKLINF 1 f0. 02 ACA11, IA6TKUT)d OWK 3 - 'zA, ro E1 Y,. I _ _ \ 1 _ - N % VQNSY KTiON. ALL C06I5 �x1 __ - �._ r•e �— - ♦5. 00` BEND — Ex 2♦•D1P NATFEILIME ASSOCIATED IfTM TIE IELOGTION W12 iEAWY1MY7 ^ STA 539,♦9,50 WITH 13' N r rt ` LF ME FtaEB OPTIC AAD Ly IYPAc rs I F .•. y...., L7 36011 SO FT A1.•H I f SIA 538,YE. 00 SIIPL IN[ O IEDFFwWID 1fLFFlI'IF SIMLL BE Y W ZWLIEO IN MIT BfO. h Ly (0.57 ACRES) GTE Vµ V[ ASS[Y3V p-01 A 3. ALL W1ER AID SEEM PIPELINES W t,}x:::'�f P_ WITH iMLF9 N1Rf Slli FENCE NUYI Lq m CHTLT ` STALL M STALLIDMWYAEK0f ME DETAIL F 4J 1 y- _ 1 1 N 1B72, 5. 33 (Tro) N[W N/.N dYY to _ j'tf. 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PLAN 26 m 16 10 6 0 5 10 16 W-00 Wlaa aiMM aia♦aa fi6♦M 6ST♦W 61I6♦06 ar6160 PROFILE am": YEET I:W hint?I - - p r` as H = W � � 2 la Q � ¢ 3U LI+ LL III malt aaraE „ y y R oo ..�1LTEWN. °�m°°�° RECEIVED �IxW "� a SEP 13 2017 Jo1y 9 3I L'] a� a•elair / y ° DCM- NIHD CITY � " W = IEC .I VED ° DCM WILMINGTON, NC Q _ YO: t7 mr ee�uLTn: ALL SEP 0 S 20111 art: AAVL an f9 W D DoJ s• B 6• 1B• B L 11fSIMIAEO .EMMIS .16 tBITI(NL atALE 1-6• EF mIs MA. b1 LEAYR t' IIAW OxN4AE Ib IIG. NOIOO N1ND f1E♦00 WIN fei♦w 1. SO, 60• 100• m r W. 103755 NOil2ONfK M E r•-m' 5 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION W NOW OR pORN1ERLY �� QQ COASTAL 'IJID rRD53 �{'N 600K Wl PAM 769 i ` fORNERLY n[[w HA-ODl.N CMr RID': ROAWD VOI WI-000 ROOK 1(HO GAM IST6 P-0 RDAOWODO 1X10 ' 1 3 \ 0 `M1tlT A/W G )IEGYYI ifCtlM G TIIEMyI SECTIONO RIW CIA —EEO D- • WY17/(IS 121 D-w Ul co � W 1 TRACER wrm WITH 0 �` _ LNA'• Er le- nn RAW h •I' A 51Fyp 90. N... r` FM 55'.. .... c. ( 55J•OOP J EZQy O 3 .i• .. i .�_. ! IB. IL SI�wy� .15M00 J�E-------------------- SSI.W. + ;N.4 TEFWIA W.' Ar/ .M1A6 R25DS iS•:. .. .... \LM �.I..-. L � T TRFAVr SECTION UNITS OF VEX DIP A 3B0' CIS. U9U4wE _ (O R='i11R _ _ I / 1 OISILHBNN.Y WITH 1 AL T' w11 T9•�1 MlY IDPF dIlPIlIE I. s TEND 11W1 W FT w15A - icNLw.wv W~ �hA6 s1A 516.95. cx i ; .yY fo.M ACES)..- r v IWACTs. _-6_I CO ,..—�N5.W _-� 2.50` BEND - _ _'' \ f0�1B A S11 J Rti • L ��— O--'6'�U .A O < u•. 35 $iA 315.IG.21 !\�1�{y�y 1 , ) 10'YIN S.T-L(Yir \I1 eE/p 1`; '°l- nOw OR EORYNER ' SM1S5 HAVEN PARTNERS LLG U S (SEE NOTE 5) SiA 515�99. B_ t1 J ,�- BDO' SSA PAGE 1316 '+?C 1 R04000-0O3-MC-WD S LL LIYI15 OF OISRNfl4VCE I •L - � _ r i a NOW OR EO Y I .4 W. MAN CWlYLYYY 1•w BOOR 1610 PAGE 1376 PAVEYFM] R£PAI C % _ I "•� PRD. RDW00-003-IX19-WO ( v D-01 H �F• AN. ffl, • WINE IW AW W r MYEW - 6• YIN EXZSTM MADE N• IDIE EA6 U• PRO am we-- •' w• fIM1 OI LF HUIIM)IIN mPK AMr o a - •u f1•AN PIN• N6A00 SPAN 617.00 61S.N "9.00 SWN MIND 662.00 SNNO •RAN NOTES: 1. PIIFIIME COMP ATE$ ARE PWvrm TO INDICATE THE OTERNL LOCATION OF TIE PIPELINE. TIE PPELINE LOCATION MY NE SHIFTED M AMID CONFLICTS VIM APPWVX FRRDM TIE EWINEEA. E. ALL UTILITIES HAY HOT aDDON ON THE PAS. PRIOR TO CO411WCTIN, THE CONTRACTOR SHALL DETERMINE THE WRIAYT,LL AM KATIM LOCATION OF UTILITIES IN THE PPlECT APNEA. IF ANY ZN TION I6 CCOLWTED MIDI IS SIOIIFTINILY DIfFEREINT FWN THE PAW AW/w •DSO MPACT comstaOTION, TIE COYT w SHALL WTI" EWIWER IYEDIATELY. 9. UTILITY SERVICE LINES FOR WYER, EIS, ELECKIC, PIMA, AND TUEPWW WITHIN THE PWmCT AREA NE WT D . 1. IT I6 ANTICIWTEO THAT TIE COYIAA m WILL SE RELWIAED TO RRUDMTE PORTIONS O ME FINER OPTIC AND IIDBOROM TELEPHOE "RITES WHICH COFLICT WITH ME PIPELINE INSTALLATION DWNE COISTP.CTION, ALL Mrs ASSMIATEO WITH THE AELL TION Of THE FILER OPTIC AW ODEA4ICAD TELEPHONE SH&L BE lMOROED IN TIE BID, 5. ALL "TER AND SEVER PIP "ws SHALL W INSTALLED PER HE SEPE"TIW wwIREWNT6 DETAIL A ON WET O.OD. 6. W DEFLECTION MCATEA THAN 1 D E IS ALLOWED IN PM CGW PIPE JOINTS. LODTTRDI"L SEWING OF THE IRA MOD PIPE SHOWN ON THE PAA6 SINLL WE A=m%zS ED WITH PHYEA SVADAT OF THE PIK .DINTS. DNTRACTOR SMNLL TARE AIL NEDESSARY PEGYFTIOd t0 ASE"FMI OYDR-LWLLIW OF THE PM COO PIPE .OINK. ]. ALL EOM( SHOOK ON TMIS MAMIWS IS WITHIN TIE FEW FLOOD HA)PD TOE AE WITH A USE FLOG ELEWTION O S. 4 ECEIVED SEP 13 2017 DCM- MHD •S SEC-iVED DCM WILMINGTON, •N SEP 0 8 2017 •n N•A•• 'PTI f RE z3W co J ^ Rti 'w 2 r D •• TD• I�'y NF mis "+ mEa RD] YwTIDLL bYKE r'Y' HRIVP 1r[x DRHDA6 n PROFILE MLwm6rAL arxE +•PN' Yi/_ 6 WV 6CA F, "`"I '..6. FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION SH of f'•50' SH II HEFT : i I NOM OR EHME. RLY 1 Y S u 'Now U FORLAERLY' I 'HLgl AION pySHu'TEC IPu S I NEW. HAY ONTY 0WN 5786,PAQ 0" BOCK 15J0 PNGE 1376 1 -FIO R04000-003-007 W1 - RU POAOOP'003 009-000 — : — ^— — � _ _. • ' - - - ----- -. -' . - 1 - - - - - F _ ; . — -- b .-. - G iKIEYI SECTION G TKN,N SECTION nJ 3 N p LIMITS w p 10'YIN SEIAMTlw LIMITS I* i1N'Y 171US 421 DIS + SEE NOTE Jl Es a' Ki pISTUNMCF W _IsdTEI T� _ __ M° MrEw.lMF h E FJ Ib OS ep rt- b 0 W. ypr-i - b h W _ Q �DL '� N . i U28M � U� l85F'Y N UM. ' JO . ✓ E1316tD]�Wnan - TEMOWr ~ U 'IYPKTS STA SS].00.00 p EO FI TE YAI YF ASSFYdtY pOI .(0 p .IO. <d ACIIES) - Nf IM 96,2N WIflE 0 'u UBY6f. 6 OP FCAMERLT C ]315192.5) NON • S.WA YAMNE LP gpgl 1551 PAGE 0031 sY{. ' P(D RW000-OOJ 009-WA r 7. 9 30:00 le n sa�.po - E------------ ses.004- _ sEF oo. H Z Ex z<'•OIv /Wf �- .. —LW T W Q NIT4 Ir 1 HOPE SLI11 E L nJ80' J MZ,i N OR fOPYENLY MURTON t05EPNO+C C TMISI' O TN4CEN NINE W]IM I() O b0'1N 9a6 PACE QIB( p. LafA x ti MOR0A00-W3-DOT-6. - _I y/ I R O 1 M138 TEIPoiVTY 1 FT 22e]5 WrW51] FT• I (0.32 RC%51 1 � t �Y. I 1 4 IN PLAN �W e MF/Dn W p 03 edmFr ••I•e s• N I So M Ta a NOW, 1. IIKLINE COYWIMTES AK MDYITIED TO EMtCATF TIF •FAE3ML LOCATION 6 THE AIKLzw. TW PIPELINE LOCATION MY t WIFIEO TO AMID CONFLICTS WITH APwpYK FAON THE MIMM. 2, ALL UTILITIES MY MT of SNOW owTIE A , MIM N S%kLLW rEOMI Tl[ NOFtIZONI YMLL DFFEMLLE ATE NOOIlOVIK Ahl)MI YEIIES IN LOCATION OF IF ANY IN 71 IIIIS AREA. IF AMY W wlM Iis IS CWIECIED Wlw is StgIFILVTALY •IFFEIIB:IFtIOM TIE M.Y6 AMIM aou0 tWIFACAC T O LIWCTI", TIE ODYIMCAw WTI" fYOlMEM ItSID !Y®LATELY. J. UTILITY SELANES PON AA, ELECTRIC,FZB FA, AND TfPNE WITHIN K WT APMA AIF Mi T T W. <. TI IS ANTICMau M TMT rME MLM TE P nu aF NEWIKD TO MIX AN IOIITLONS W TIE FfCn OPTIC AM M01M TELFWWILI IOIE UALLEAEd WIw OOELLLT MIA" THE IIKLLME INSTALLATION DIM WNSIRWTION. &L =IS SIAM WITH IC MIEL OUTION DE ANE fl•G OPTICAM ✓TLJE SNIt K IMCtIN W SH), 5KLMTNAND 0MI LLM A THE ES SINLL TE IMSTAIIED KN IW AFME ET V-03. EMTS DfTKI A ON SLEET O.OS. e. M DEELIS IONALL MUIN W Cl t DFMFE Id S. CGM EM J LMW vIK AIMS LPW C900 PI •EIDIM OF TK ILO CS00 AIK 914011M ON AME FLAI6 R E K['01►LIFD MITI MOPEUIE11 V 6/pO lT M TA ,GILTS. OwTMCTW SMALLWLL THE ALLO MECESSMY -MLLIwb TO I'IIEYEM OYfK JOINTS. OE INE AYE CEDO IEK ,.ON MI T. ALL AM1( SMCWI HI MIS FPLNI'IMS is ZONEM TK FEM FLOOD LO(tD D EDAE K MI AN A MASS FLOOD ELEYATIw OF d. SEP 13 2017 DCM- MHD CITY IC` vED DGM WILMINGTON, NC 1. SEP 0 S [uii a• o e• 1D• a NaT•0 E/N00 Mly WINS• •WM ••WI• Sel.pD 662.00 •U'TM d•dN0 Neap •WM Y•IW MHIAIGL CAIE 1•-5' SO' IS' a SO' IM MWFILE ND9Irp?K CALF 1•�SO' °" "°"A'' alr FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION rsp' 11 li MId Wl Y1fa qi ywF 1. 1KN YWTM Id w- 7 SHEET \ / OTNFN I IBIIO''llj I !25'X 30'J ( �\ PLMP A.59 NG WIT EX STpW WTEM Iy ♦ .. i S PZT T-- vXs Ml e , r7 NOTES: 1. EWTA w WY CTIOOSE ALTEAWTIME APRAEEMENTS CE TEMpIUIY MOWS WILE B Klw WITHIN THE LIMITS OF MO,( SMMN M OMWIMOS. 1. UTILITIES IOEMTIFIW M OALEO OUT W PLAYS AAE BMEO W PNFLIMIMANY ZE TIM AVAILABLE 0.NIM5 THE TMLN JC SW WY. OMTWLTM SWL IYMTIFY AM Mlftt ALL WILITIES PRIM TO START G THE ELYYf. ]. EBITINCTLM WILL N MITMIM THE LIMITS OF EASEMENT, 5'ItlYEI W THE Pl.♦NS. FM ALL O DEFINED LMEX TNIS OMTWT IMUWIM PIPE .MIINIM, TESTING, STMIMBING ARMING NW WEMTlmS I. gYITWCIM s L INSTALL TEMt4MEY MWIGDE TO DELI EAtE MMW ASEAS ND MINIMIZE 07~"M TO THE IIAYI OIFIMTID45. 5. THE MP'Y( MEA.,SW M TWE pMMIMZ Is WITHIN TAM StU,EMTEA DflEMIM F1'VO TLMT watws mzMak II PIgY M GIU'MENT. MYIRICTM ]IMLL L IWTE WITH THE OFMM TO "TWTM LMLL ND INSTALL TEIMUMMY STdYtITm D KWLIM dI1tM DMS TIM TD MIMIvIZE LLMACTs WE TO FLOODIMS. 6. L MECESSW AMMYAL FWU THE a" STAFF. WMLLL ADTESS TO 0. TWCTM WILL ME AVAILABLE &/TSIDE LIMITS LE &W FM TWGMINT ND INSPECTIM A.SMOsfs LNLY. I CAI" MIp (T5'X .0'J PAIL, 1E 1]U rof.T I EN MY N 2IS,31 ' .36 ]V_ V7� d EM WIER FNIPMYF ' 1 ' f.0 V. F L WYMF [Miff j - i - - HI MAC IVAIC M y,l I � • SEE M1E 6 !O I L_-II I az F0 CU U.TIW ti i O j ENLARGED PLAN SWEENEY WTP CTr OF 'M W1t M1NG TON P'4RK 1801 5Th% STREET 1VOR RN 3718-85-4956 um rs ar '� OfSTUAWM'E l ^l IPOd 99) ?tr8O 3GHN 13P -- S77 �NIGAI S,113/✓yy1 A7cj P?nVO_y J3O .MOiV ,FiVED Z017 DCiV - 0WHO Cffy IREC'-_iVED DCM WILMINGTON, N sFP o82017 oct 2� it � 3 a Q� W J 3 W W UOr a ct m~= w a3 � Q V W W a U X516vF0: J� Vwpveu _ /T /n M.WR i 1xEx LVIYIMi I5 C-1 SHEET OF A 7T � §! ice' S, :..� •k v G^'''��Iy, C �0��i,: y��f; y. •f.� _. t ♦ �r, F � .ti i . �kr. ♦ � IL ♦ �f �� a .M e M � k 'r'v YL j.. '✓ .K M 1 fir. -qX C!1 M '6Y N ' i • IN M io 01 1. v x A y. y 4. yw► ` r "tIs+ ♦ F r `!' Legend �` ri Limit of Disturbance o 1,000 2;000 y FBet x � A REFERENCE: GIB DATALAYERS WERE OBTAINED FROM THE MI6 NCONEWP AERIAL ORTHOIMAGERY LAYER. PLEASENOTETHISMAPISFOR .!1 INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN,LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUTITSACCURACY S&ME,INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANYACTIONS TAKEN BY THE USER BA BED UPON THIS INFORMATION. clo Cz IT o C LE: I aD ..ATE. 07-24-17 *S&MEXJ 2016 COLOR AERIAL EXHIBIT -i DRAWN BY: A.STEELE W7 EP 1 >v O WWW.SMEINC.COM HWY421 CORRIDOR ZECT NO: 1306-16-014 ,Y TER AND WASTEWATER UTILITIES ZPROJ ENGINEERING LICENSE NO: F-0176 H NOVER COUNTY, NORTH CAROLINA n FIGURE NO. 3B t DCM WILMINGTON, NC 8 2017 . y..p�xgr,�E'Y3"4At}4F:.F84Qi :. :'��,•0`�;?4#'yE�t'�L'#E' lF�si � '•- q , _. � _r ... -.. - RWL— TU �- Hlu: KU15UU—UUL—UUf—UVU \\ ya ENLARGED FISHING CREEK HDD PLAN NOTES: r. . M. 1. WNTMCTD3 MY CNGDSE ALTEIYMTIVF MRN6EMMTS of TFM`MMY MDFS WILE MDMLIMG WITHIN TW LIMITS VF IEYIX S L ON D IAW. t. UTILITIES IDENTIFIED D CALLED WT M PLAYS ARE M4SED W PNELIMIMMY ILFtl TIW AVAILABLE DOMING TIE TbOtlNIWIC SWYEY. WNTMCrW SWL IDENTIFY AND WTECT µL WILITIES PRIM TV STMI OF THE MW. 3. D TMCTD WILL RCWI MTMIN THE LIMITS OF EASEMENT DM DISTLNWYCF, SMDW ON THE PLANTS, FM ALL NMM(S REFINED DGEN THIS CDHIMCT MD.WIM PIPE WINING, TESTING, STRINGING DFIAN NGD OFIOMTIOMS. = E Y E�� © w I � u Ne m cc Cc 0 iz KCL a KC �3v� w W w UCH c>MV ��y p��a yg��^ T'A'E�F+'EF'P F--V'. a3 0 cr cm SEP 13 2017 W� w DOW MHD CITY a DSInvEn: n YFrutFa; FLL — G[d[m ZEC _i VED NRrFn: arE: GCM WILMINGTON, N P� DAw Dia GT s 2017 IFASVIE I' TIFII tlWIM I$ W PRp1ECr �P � CT W. S€ P O C-3 SHEET iiWGc.A� Nth- Ce . ,�y�t, a