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HomeMy WebLinkAboutWQ0045616_Application (FTSE)_20241031 NC Dept of Environmental Quality State of North Carolina Oct 28 2024 Department of Environmental Quality DWR Raleigh Regional Office Division of Water Resources FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION Application Number: W00045616 (to be completed by DwR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Wake County Board of Education(company,municipality,HOA,utility,etc.) 2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑Privately-Owned Public Utility ❑ Federal ® State/County ❑Municipal ❑ Other 3. Signature authority's name: David Burnett per 15A NCAC 02T.0106(b) Title:Assistant Superintendent 4. Applicant's mailing address: I I I Corning Rd, Suite 190 City:Caa State:NC Zip: 27518- 5. Applicant's contact information: Phone number: (219)999-6550 Email Address: dbumettnwcpss.net II. PROJECT INFORMATION: 1. Project name:YATES MILL ELEMENTARY SCHOOL 2. Application/Project status: ®Proposed(New Permit) ❑ Existing Permit/Project ❑ARPA funded If a modification,provide the existing permit number:WQ00 and issued date: , For modifications,also attach a detailed narrative description as described in Item G of the checklist. If new construction,but part of a master plan,provide the existing permit number:WQ00 3. County where project is located:WAKE COUNTY 4. Approximate Coordinates(Decimal Degrees):Latitude: 35.7456' Longitude: -78.7335' 5. Parcel ID(if applicable): (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: Eddie Sasser License Number: 026481 Firm:HIGHFILL INFRASTRUCTURE ENGINEERING Mailing address: 2703 JONES FRANKLIN RD STE 201 City: CARY State:NC Zip: 27518- Phone number: (919)605-5772 Email Address: esasser@hiepa.com IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION: 1. Facility Name: SOUTH CARY WWTP Permit Number:NCO065102 Owner Name: TOWN OF CARY V. RECEIVING DOWNSTREAM SEWER INFORMATION: 1. Permit Number(s): WQ0003010 2. Downstream(Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main 3. System Wide Collection System Permit Number(s)(if applicable):WQCS00013 Owner Name(s): Town of Cary FORM: FTA 10-23 Page 1 of 5 VI. GENERAL REQUIREMENTS 1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached? ❑Yes ❑No ®N/A 2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM: DEV)been attached? ❑Yes ❑No ®N/A 3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM:HOA)and supplementary documentation as required by 15A NCAC 02T.0115(c)been attached? ❑Yes ❑No ®N/A 4. Origin of wastewater: (check all that apply): ❑ Residential(Individually Owned) ❑Retail(stores,centers,malls) ❑ Car Wash ❑ Residential(Leased) ❑Retail with food preparation/service ❑Hotel and/or Motels ® School/preschool/day care ❑Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash ❑ Businesses/offices/factories ❑Nursing Home ❑ Other(Explain in Attachment) 5. Nature of wastewater: 100%Domestic %Commercial %Industrial(See 15A NCAC 02T.0103(20)) If Industrial,is there a Pretreatment Program in effect? ❑Yes❑No 6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ❑No ➢ If Yes,provide a cony of flow reduction approval letter with this application 7. Summarize wastewater generated by project: Establishment Type(see 02T.0114(f)) Daily Design Flow a,b No.of Units Flow SCHOOL 15 gal/STUDENT 502 7530 GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 7530 GPD a See 15A NCAC 02T .0114(b),d), (e)(1) and(e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown non-residential development uses; public access facilities located near high public use areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-4). b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data. 8. Wastewater generated by project: 7530 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1) ➢ Do not include future flows or previously permitted allocations If permitted flow is zero,please indicate why: ❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line. Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow. ❑ Flow has already been allocated in Permit Number: Issuance Date: ❑ Rehabilitation or replacement of existing sewers with no new flow expected ❑ Other(Explain): FORM: FTA 10-23 Page 2 of 5 VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size(inches) Length(feet) Material ➢ Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria ➢ Section III contains information related to minimum slopes for gravity sewer(s) ➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Puma Stations/Force Mains): PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name:YATES MILL ELEMENTARY SCHOOL PUMP STATION 2. Approximate Coordinates(Decimal Degrees):Latitude: 35.7389' Longitude: -78.7286' 3. Total number of pumps at the pump station:2 3. Design flow of the pump station: 0.17 millions gallons per day(firm capacity) ➢ This should reflect the total GPM for the pump station with the largest pump out of service. 4. Operational point(s)per pump(s): 115 gallons per minute(GPM)at 98 feet total dynamic head(TDH) 5. Summarize the force main to be permitted(for this Pump Station): Size(inches) Length(feet) Material 4 1600 DI(NEW) 4 2400 DI(EXISTING) If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify) 6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1): ® Standby power source or ❑ Standby pump ➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_ ➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day ➢ Must be permanent to facility and may not be portable Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C): ❑ Portable power source with manual activation,quick-connection receptacle and telemetry- or ❑ Portable pumping unit with plugged emergency pump connection and telemetry: ➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station. ➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage capacities and the rotation schedule of the portable power source or pump,including travel timeframes, shall be provided as part of this permit application in the case of a multiple station power outage. FORM: FTA 10-23 Page 3 of 5 IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)): 1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)&(g)? ®Yes [-]No 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems: Setback Parameter* Separation Required Storm sewers and other utilities not listed below(vertical) 18 inches zWater mains(vertical-water over sewer preferred,including in benched trenches) 18 inches zWater mains(horizontal) 10 feet Reclaimed water lines(vertical-reclaimed over sewer) 18 inches Reclaimed water lines(horizontal-reclaimed over sewer) 2 feet **Any private or public water supply source,including any wells,WS-I waters of Class I or Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet **Waters classified WS(except WS-I or WS-V),B,SA,ORW,HQW,or SB from normal high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet **Any other stream,lake,impoundment,or ground water lowering and surface drainage ditches,as well as wetlands associated with these waters or classified as WL. 10 feet Any building foundation(horizontal) 5 feet Any basement(horizontal) 10 feet Top slope of embankment or cuts of 2 feet or more vertical height 10 feet Drainage systems and interceptor drains 5 feet Any swimming pools 10 feet Final earth grade(vertical) 36 inches ➢ If noncompliance with 02T.0305(f)or(g), see Section X.1 of this application *I 5A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f)cannot be achieved.Please check"yes" above if these alternatives are used and provide narrative information to explain. **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage 2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑N/A ➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document, signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule. 3. Does the project comply with separation requirements for wetlands? ®Yes [—]No ❑N/A ➢ Please provide supplementary information identifying the areas of non-conformance. ➢ See the Division's draft separation requirements for situations where separation cannot be met. ➢ No variance is required if the alternative design criteria specified is utilized in design and construction. 4. Is the project located in a river basin subject to any State buffer rules? ®Yes Basin name:Neuse River Basin ❑No If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ®Yes ❑No ➢ This includes Trout Buffered Streams per 15A NCAC 213.0202 5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑Yes ®No or 401 Water Quality Certifications? ➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required. 6. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes ❑No Per 15A NCAC 02T.0105(c)(6),directly related environmental permits or certification applications must be being prepared, have been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion and sedimentation control plans,stormwater management plans,etc.). 7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑Yes ®No Per 15A NCAC 02T.0402,"high-priority sewer"means any aerial sewer,sewer contacting surface waters, siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer. Siphons and sewers suspended through interference/conflict boxes require a variance approval. ➢ If yes,include an attachment with details for each line,including type(aerial line, size,material,and location). High priority lines shall be inspected by the permittee or its representative at least once every six-months and inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit. FORM: FTA 10-23 Page 4 of 5 X. CERTI)FICATIONS: 1. Does the submitted system comply with.I SA NCAC 02T, the Miriinum Design Criteria for the Pennittint;of Pump Stations and Force Mains(latest version,and the Gravity Sewer Minimum Design Criteria(latest version)as applicable? ®Yes No If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for review to the Central Office. AiDlaroval of the request will be issued concurrently with the anlproval of the permit, and projects reuturing a variance approval may be subject to loner review times. o or more variances or where the variance is determined by the Division to be a significant portion of the lsroieet.the full technical review is required. 2. Professional Engineer's Certification: 1, Eddie Sasser,PE and Eric Domonell,PE ,attest that this application for Yates Mill Elementary School (Professional Engineer's name from Application Item I11.1.) (Project Name from Application Item 11.1) has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,engineering calculations,and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Minimum Design Criteria for Gravity Sewers(latest version).and the Minimum Design Criteria for the Fast-Track Permittin of.Pump Stations and Force Mains latest version). Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.Misrepresentation of the application information,including failure to disclose any design non-compliance with the applicable Rules and design criteria,may subject the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701) :....................................................................................... ................................................................................. °,{111111JJJJJ North Carolina Professional Engineer's L � seal, signature,and date: ®® .,�•° 011.E \\\\\ �� CA Rp1 AL R� 0264804 1 _ SEAL a � o '• f��1M1�'u`fATION FORCE M/� ..! R 1�$ WER 3. Applicant's Certification per 15A NCAC 02T.0106(b): l� I, David Burnett ,attest that this application for Yates Mill Elementary School (Signature Authority Name from Application Item I.3.) (Project Name fi-om Application Item 11.1) attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting documentation and attachments are not included,this application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,injunctive relief,and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. NOTE — In accordance with General Statutes 143-215.6A and 143_2I5.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation. r)Signature: � � Date:_ - ; E L - FORM: FTA 10-23 Page 5 of 5 NC Dept of Environmental Quality Sep 24 2024 Raleigh Regional Office State of North Carolina Department of Environmental Quality DWR Division of Water Resources Division of Water Resources Flow Tracking for Sewer Extension Applications (FTSE 10-23) Entity Requesting Allocation: Wake County Board of Education Project Name for which flow is being requested: Swift Creek Elementary School and Yates Mill Elementary School More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: South Cary Water Reclamation Facility b. WWTP Facility Permit#: NC065102 All flows are in MGD c. WWTP facility's permitted flow 12.80 d. Estimated obligated flow not yet tributary to the WWTP 0.29 e. WWTP facility's actual avg. flow 5.33 f. Total flow for this specific request 0.015 (0.0075/0.0076 MGD) g. Total actual and obligated flows to the facility 5.63 h. Percent of permitted flow used 44% II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP: (A) (B) (C) (D)=(B+C) (E)=(A-D) Design Approx. Obligated, Total Pump Pump Average Current Not Yet Current Flow Station Station Firm Daily Flow** Avg. Daily Tributary Plus (Name or Permit Capacity, * (Firm/pf), Flow, Daily Flow, Obligated Available Number) No. MGD MGD MGD MGD Flow Capacity*** Terrington PS07001 0.264 0.104 0.070 0.021 0.091 0.013 Swift Creek WQ0003010 12.9 5.16 3.69 0.285 3.975 1.185 *The Firm Capacity(design flow)of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service. **Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor(pf)not less than 2.5,per Section 2.02(A)(4)(c)of the Minimum Design Criteria. ***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where the Available Capacity is<0. Downstream Facility Name (Sewer): Town of Cary Wastewater Collection System Downstream Permit Number: WQCS00013 Page 1 of 6 FTSE 10-23 III. Certification Statement: I Co r r%Q &I Af certify to the best of my knowledge that the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances, given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections I and II plus all attached planning assessment addendums for which I am the responsible party. Signature of this form certifies that the receiving collection system or treatment works has adequate capacity to transport and treat the proposed new wastewater. t 'R ' f,, g1, � 12oZ� Signing Official Sigjn�lat ur"e Dare kS NS-y' L V+4 [n4pS Title of Signing Official Page 2 of 6 FTSE 10-23 NC Dept of Environmental Quality Sep 24 2024 Raleigh Regional Office September 17, 2024 Wastewater Branch Water Quality Permitting Section Division of Water Resources 1617 Mail Service Center Raleigh, NC 27699-1617 Subject: Delegation of Signature Authority SOUTH CARY WATER RECLAMATION FACILITY NPDES Permit Number NC065102 To Whom It May Concern: By notice of this letter, I hereby delegate signatory authority to each of the following individuals for all permit applications, discharge monitoring reports, and other information relating to the operations at the subject facility as required by all applicable federal, state, and local environmental agencies specifically with the requirements for signatory authority as specified in 15A NCAC 2B.0506. Individual #1 Individual #2 ffapplicable) Name: Corrie Bondar Robert Hirt Title: Assistant Utilities Director Utilities Engineering Manager 400 James Jackson Avenue 316 North Academy Street Mailing Address: Cary, Nc 27513 Cary, Nc 27513 Physical Address: (if different) Email Address: corrie.bondar@carync.gov robert.hirt@caryne.gov Office Phone: 919 -460 - 4933 919 - 481 - 5099 Mobile Phone: 919 - 917 - 5487 919 - 703 - 9770 If you have any questions regarding this letter, please feel free to contact me at jamie.revels@carync.gov or 919-469-4303. Sincerely, J ale Revels Utilities Director 400 James Jackson Avenue Cary,Nc 27513 Jamie.Revels@Carync.Gov 919-469-4303 919-418-7572 cc: Select a region Regional Office,Water Quality Permitting Section 'M V.I.DPA*TMW e Wb bA ��.�r n W"t=U euMILw QWlA { a n w k ae000�P.K. UJ C;O norn r swwn a --TA �:�~ J �`�� -ram 1�: ^✓�1'�-.. `'�, �'- '=-�: 1 f ' T,1 jq is w fir• ; 1 {c L - 4a ( ✓' n _ Macedonia TRYONR ;l 1 O Ej J IFT CREEK r E WARY Stephens Cem SCH L PUMP rT ! t STATIO C 11 , ` rPROJECT AR A \. ` 4 N1 YAT RILL ELEME JTARY , �! { ' S HOOL PUMP Sl ATION Franklin Cem (YM \tip - _� — t�^ t .11�� •'� -, � i e C r- '.+r'a `� `� ' - � � "dew`-. � _<-t-••: v4u W4 we w+ • flip uu wHx[uR rc l i rn 0 EX. FACILITY TOEABANDONED R EX. FACILITY TO REMAIN SWIFT CREEK ELEMENTARY SCHOOL AND 0 0 NEW FORCE MAIN AND PUMP STATION NEW GRAVITY SEWER YATES MILL ELEMENTARY SCHOOL 0 EX. TOWN OF CARY JONES FRANKLIN PUMP STATION EX. YATES MILL/SWIFT CREEK EX. SWIFT CREEK ELEMENTARY y = ELEMENTARY SCHOOL FORCE SCHOOL FORCE MAIN (TO BE MAIN (TO BE ABANDONED) (4200 ABANDONED) (865 LF of 4" DIP) r' LF of 4" DIP) �yy EX. TOWN OF CARY GRAVITY SEWER SWIFT CREEK ELEMENTARY (8" DIP) ' ; SCHOOL GRAVITY SEWER (202 J• - _ - - "" LF of 6" PVC and 443 LF of 8" DIP) c �w5lw MC MWER _ 9 RE-ROUTED YATES MILL ELEMENTARY SCHOOL FORCE MAIN (1600 LF of 4" DIP) SWIFT CREEK ELEMENTARY EX. YATES MILL ELEMENTARY SCHOOL SCHOOL FORCE MAIN (1200 ` �" FORCE MAIN (2400 LF of 4" DIP) LF of 4" DIP) - A a SWIFT CREEK ELEMENTARY _ # r-4•• t SCHOOL PUMP STATION = � � ' + EX. YATES MILL ELEMENTARY SCHOOL PUMP STATION (ALREADY DEMOLISHED) r, Zw f1 l • qjk ♦ '✓ w ' , SWIFT CREEK ELEMENTARY SCHOOL PUMP STATION . :" ;1*44� s NC Dept of Environmental Quality Oct 25 2024 (72559552079134) Raleigh Regional Office Action History (UTC-05:00)Eastern Time(US&Canada) by Workflow 2/28/2024 4:02:02 PM (Workflow Start Event) Submit Permit Decision by Kristina Morales 4/17/2024 1:09:14 PM (401 Project Review Form) •Courtesy Copy and additional information received. If project plans change or there are additional impacts that exceed the thresholds outlined in GC 4263 please contact DWR RRO. • The task was assigned to Kristina Morales.The due date is: May 2,2024 5:00 PM 2/28/2024 4:02:03 PM NC Dept of Environmental Quality Sep 24 2024 Raleigh Regional Office ProjectStaff • Please note:fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Staff Report Submitted on: 4/17/2024 This will be filled in automatically. PROJECT INFORMATION ID#: Version: 20240322 1 Project Name: COURTESY COPY Swift Creek Elementary School Improvements County(ies): NC Dept of Environmental Quality Wake Sep 24 2024 Raleigh Regional Office Contact Emails: mrstrickland@wcpss.net abentz@smeinc.com Cristin.A.Archer@usace.army.mil PROJECT FOLDER ACCESS Click here to log in to see the project information submitted. STAFF REVIEW INFORMATION Check all agencies that need to receive notification of your decision. DCM WRC DMS Does this complete the review for this project?* Yes-Review Complete No-Still in Review No-Place is hold This updates the progress status for this project in Laserfiche. What types of information are you providing about this project?* Decision Letter Duplicate Information Placed on Hold More Info Received More Info Requested No Written Concurrence Required Staff Notes REVIEW COMPLETION DECISION INFORMATION Has your decision letter been uploaded into Laserfiche? Yes-Uploaded separately Yes-Attaching it to this form No-Sent for signature(TPB Unit Only) N/A MORE INFORMATION RECEIVED Are you attaching the information you received?* Date Information Received:* 04/17/2024 More Information Received* RE__External_RE_Request for Additional Information SAW-2022- 1.96MB 01001.msg DWR NC Dept of Environmental Quality I I Division of Water Resources Sep 24 2024 Raleigh Regional Office Pre-Construction Notification (PCN) Form For Nationwide Permits and Regional General Permits (along with corresponding Water Quality Certifications) December 4,2023 Ver 4.3 Please note:fields marked with a red asterisk*below are required. You will not be able to submit the form until all mandatory questions are answered. Also,if at any point you wish to print a copy of the E-PCN,all you need to do is right-click on the document and you can print a copy of the form. Below is a link to the online help file. hftps:Hedoes.deq.n c.gov/WaterResou rces/DoeV iew.aspx?d b id=0&id=2196924 A. Processing Information If this is a courtesy copy,please fill in this with the submission date. Does this project involve maintenance dredging funded by the Shallow Draft Navigation Channel Dredging and Aquatic Weed Fund or involve the distribution or transmission of energy or fuel,including natural gas,diesel,petroleum,or electricity?" Yes No Is this project connected with ARPA funding?" Yes No County(or Counties)where the project is located:* Wake Is this a NCDMS Project* Yes No Click Yes,only if NCl is the applicant or co-applicant. DO NOT CHECK YES,UNLESS YOU ARE DMS OR CO-APPLICANT. Is this project a public transportation project?* Yes No This is any publicly funded by municipal,state or federal funds road,rail,airport transportation project. la.Type(s)of approval sought from the Corps:* Section 404 Permit(wetlands,streams and waters,Clean Water Act) Section 10 Permit(navigable waters,tidal waters,Rivers and Harbors Act) Has this PCN previously been submitted?" Yes No 1 b.What type(s)of permit(s)do you wish to seek authorization? Nationwide Permit(NWP) Regional General Permit(RGP) Standard(IP) 1c.Has the NWP or GP number been verified by the Corps?" Yes No Nationwide Permit(NWP)Number: 39-Commercial/Institutional Developments NWP Numbers(for multiple NWPS): List all NW numbers you are applying for not on the drop down list. 1d.Type(s)of approval sought from the DWR: check all that apply 401 Water Quality Certification-Regular 401 Water Quality Certification-Express Non-404 Jurisdictional General Permit Riparian Buffer Authorization Individual 401 Water Quality Certification le.Is this notification solely for the record because written approval is not required? x For the record only for DWR 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f.Is this an after-the-fact permit application?* Yes No 1g.Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so,attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No Acceptance Letter Attachment Click the upload button or drag and drop files here to attach document FILE TYPE MUST BE PDF 1 h.Is the project located in any of NC's twenty coastal counties? Yes No 1j.Is the project located in a designated trout watershed? Yes No Link to trout information:http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx B. Applicant Information 1a.Who is the Primary Contact?* Ashley Bentz 1c.Primary Contact Phone: 1b.Primary Contact Email:" (xxx)xxx-xxxx abentz@smeinc.com (919)896-0758 1d.Who is applying for the permit?* Owner Applicant(other than owner) (Check all that apply) 1e.Is there an Agent/Consultant for this project? Yes No 2.Owner Information 2a.Name(s)on recorded deed: Wake County Board of Education 2b.Deed book and page no.: 2c.Contact Person: (for Corporations) Mark Strickland 2d.Address* Street Address 111 Corning Road,Suite 190 Address Line 2 City State/Province/Region Cary NC Postal/Zip Code Country 27518 us 2e.Telephone Number:* (xxx)xxx-xxxx (919)588-3573 2f.Fax Number: (xxx)xxx-xxxx 2g.Email Address:* mrstrickland@wcpss.net 4.Agent/Consultant(if applicable) 4a.Name:* Ashley Bentz 4b.Business Name: (if applicable) S&ME,Inc. 4c.Address* Street Address 3201 Spring Forest Road Address Line 2 City State/Province/Region Raleigh NC Postal/Zip Code Country 27616 US 4d.Telephone Number:* (919)896-0758 4e.Fax Number: (xxx)xxx-xxxx (xxx)xxx-xxxx 4f.Email Address:* abentz@smeinc.com C. Project Information and Prior Project History U 1.Project Information `^ 1a.Name of project:* Swift Creek Elementary School Improvements 1b.Subdivision name: (if appropriate) 1c.Nearest municipality/town: Raleigh 2.Project Identification 2a.Property Identification Number: 2b.Property size: (tax PIN or parcel ID) (in acres) 0772858980 15.58 2c.Project Address Street Address 5701 Tryon Road Address Line 2 City State/Province/Region Raleigh NC Postal/Zip Code Country 27606 US 2d. Site coordinates in decimal degrees Please collect site coordinates in decimal degrees.Use between 4-6 digits(unless you are using a survey-grade GPS device)after the decimal place as appropriate,based on how the location was determined. (For example,most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.) Latitude:* Longitude:" 35.74346 -78.73416 ex:34.208504 -77.796371 3. Surface Waters 3a.Name of the nearest body of water to proposed project: UT-Woodys Lake 3b.Water Resources Classification of nearest receiving water:* WS-III;NSW Surface Water Lookup 3c. What river basin(s)is your project located in?* Neuse 3d.Please provide the 12-digit HUC in which the project is located.* 030202011001 River Basin Lookup 4. Project Description and History 4a.Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:* The site is the location of the existing Swift Creek Elementary School and its corresponding facilities and utilities.The school was original built in the 1930's with additional buildings being constructed and removed in the 1950's and 1970's.At the end of the 1990-1991 school year,students were moved to another facility and the buildings were demolished.A new structure was constructed and students returned in the 1992-1993 school year.In The general land use in the vicinity is a mix of residential and commercial development. 4b.Have Corps permits or DWR certifications been obtained for this project(including all prior phases)in the past?* Yes No Unknown 4f.List the total estimated acreage of all existing wetlands on the property: 0.11 ac 4g.List the total estimated linear feet of all existing streams on the property: (intermittent and perennial) 747 LF 4h.Explain the purpose of the proposed project: The purpose of this project is to demolish the existing elementary school and construct a new school and associated facilities.An architectural assessment of the existing school determined that while the school is only approximately 30 years old,the building is at end-of-life.A financial assessment determined that bringing the existing school up to existing standards would be more expensive than a rebuild. 41.Describe the overall project in detail,including indirect impacts and the type of equipment to be used: The project will build a two-story facility to accommodate 500 students.Exterior facilities will include outdoor spaces for hard play,soft play,and outdoor learning areas,parking,carpool access,utilities,landscaping,and stormwater facilities.Construction will be performed by standard commercial construction equipment.No specialized equipment not regularly seen on commercial projects is anticipated. 5. Jurisdictional Determinations 5a.Have the wetlands or streams been delineated on the property or proposed impact areas?* Yes No Unknown Comments: 5b.If the Corps made a jurisdictional determination,what type of determination was made?* Preliminary Approved Not Verified Unknown N/A Corps AID Number: Example:SAW-2017-99999 SAW-2022-01001 5c.If 5a is yes,who delineated the jurisdictional areas? Name(if known): Agency/Consultant Company: Other: 5d.List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR. USACE site visit conducted on 5/19/2021 by Mr.Lyle Phillips of the USACE.Email confirmation of delineation provided by Mr.Lyle Phillips on 9/7/22. 6.Future Project Plans 6a.Is this a phased project?* Yes No Are any other NWP(s),regional general permit(s),or individual permits(s)used,or intended to be used,to authorize any part of the proposed project or related activity?This includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre-construction notification. D. Proposed Impacts Inventory 1. Impacts Summary 1a.Where are the impacts associated with your project?(check all that apply): Wetlands Streams-tributaries Buffers Open Waters Pond Construction 2.Wetland Impacts If there are wetland impacts proposed on the site,then complete this question for each wetland area impacted. "W."will be used in the table below to represent the word"wetland". 2a1 Reason*(?) 2b.Impact type*(?) 2c.Type of W.* 2d.W.name* 2e.Forested* 2f.Type of Jurisdicition* (?) W2 fill P Headwater Forest W2 Yes Corps tn4::::1 2g.Total Temporary Wetland Impact 0.000 2g.Total Permanent Wetland Impact 0.005 2g.Total Wetland Impact 0.005 21.Comments: Wetland W2 will be filled to create a grassy area which is required by the school as a programmatic element.The fill will be permanent and will be a permanent loss of 0.005 acres of wetland. 3. Stream Impacts If there are perennial or intermittent stream impacts(including temporary impacts)proposed on the site,then complete this question for all stream sites impacted. "S."will be used in the table below to represent the word"stream". 1-1 3a.Reason for impact*(?) 3b.lmpact type* 3c.Type of impact* 3d.S.name* �3et. Stream Type* 3f.Type of 3g.S.width* 3h.Impact ? Jurisdiction* length* S7 fill Permanent Fill S2 Intermittent Corps 69 Average(feet) (linear feet) **All Perennial or Intermittent streams must be verified by DWR or delegated local government. 31.Total jurisdictional ditch impact in square feet: 0 31.Total permanent stream impacts: 69 3i.Total temporary stream impacts: 0 3i.Total stream and ditch impacts: 69 3j.Comments: A portion of stream feature S2 will be filled to create a grassy area which is required by the school as a programmatic element.The fill will be permanent and will be a permanent loss of 69 linear feet(182 sq ft)of stream. 6. Buffer Impacts (for DWR) If project will impact a protected riparian buffer,then complete the chart below.Individually list all buffer impacts below. 6a.Project is in which protect basin(s)? Check all that apply. Neuse Tar-Pamlico Catawba Randleman Goose Creek Jordan Lake Other 6b.Impact Type*(?) 6c.Per or Temp*(?) 6d.Stream name* 6e.Buffer mitigation required?* 6f.Zone 1 impact* 6g.Zone 2 impact* Allowable T S1 No 1,188 3,206 (square feet) (square feet) Allowable T S2 No L(.,u.. 2826 feet) (square feet) 6h. Total buffer impacts: Zone 1 Zone 2 Total Temporary impacts: 1,188.00 6,032.00 Zone 1 Zone 2 Total Permanent impacts: 0.00 0.00 Zone 1 Zone 2 Total combined buffer impacts: 1,188.00 6,032.00 61.Comments: Impacts to the riparian buffers of S1 will be the result of the removal of an existing pump station from the riparian buffer.Post removal of the pump station,vegetation will be allowed to regrow within the riparian buffer.These impacts will total 1,188 sq ft of Zone 1 impacts and 3,206 sq ft of Zone 2 impacts. Impacts to riparian buffers of stream feature S2,are the result of grading within Zone 2 of the riparian buffer for the creation of a proposed stormwater control measure with the exception of a small outlet for the SCM.The vegetation within Zone 2 will be allowed to revegetate with herbaceous vegetation and vegetation within Zone 1 will not be disturbed.The new drainage conveyance within a portion of Zone 2 is considered allowable under Item 9 of this Rule.Impacts that are the result of grading within Zone 2 of the riparian buffer will total 3,029 sq ft of impacts.All impacts are considered allowable under the Neuse River Riparian Buffer Rules. E. Impact Justification and Mitigation 1.Avoidance and Minimization 1a.Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:* During design,stormwater grading and outlets have been designed to minimize encroachment on the riparian buffers.To further avoid/minimize impacts to streams and wetlands,the initial planning stages focused on efficient bus and vehicular circulation throughout the site to reduce potential impacts.The bus loop was moved to be in closer proximity to the school and parking spaces were moved to the east side of the building to reduce parking at the rear of the building.The proposed area to be cleared has been minimized as much as practicable in the design of the project.Appropriate sediment and erosion control practices equaling those outlined in the most recent version of the"North Carolina Sediment and Erosion Control Planning and Design Manual"will be used to minimize impacts to the jurisdictional features. 1 b.Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Specific attention will be paid to ensure grading is only performed to the extent needed for the proposed project and all grading not required will be avoided.Additional impacts to the jurisdictional stream will be avoided through the use of appropriate sediment and erosion control devices. 2.Compensatory Mitigation for Impacts to Waters of the U.S.or Waters of the State 2a.Does the project require Compensatory Mitigation for impacts to Waters of the U.S.or Waters of the State? Yes No 2b.If this project DOES NOT require Compensatory Mitigation,explain why: Impacts to streams and wetlands do not meet thresholds commonly requiring mitigation.Impacts to riparian buffers are allowable and do not require mitigation. INC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website. F. Stormwater Management and Diffuse Flow Plan (required by DWR) Recent changes to the stormwater rules have required updates to this section.*** 1. Diffuse Flow Plan 1a.Does the project include or is it adjacent to protected riparian buffers identified within one of the INC Riparian Buffer Protection Rules? Yes No 1 b.All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the project is subject to a state implemented riparian buffer protection program, include a plan that fully documents how diffuse flow will be maintained. All Stormwater Control Measures(SCM)s must be designed in accordance with the NC Stormwater Design Manual. Associated supplement forms and other documentation shall be provided. What type of SCM are you providing? Level Spreader Vegetated Conveyance(lower SHWT) Wetland Swale(higher SHWT) Other SCM that removes minimum 30%nitrogen Proposed project will not create concentrated stormwater flow through the buffer (check all that apply) For a list of options to meet the diffuse flow requirements,click here. 2. Stormwater Management Plan 2a.Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* Yes No 2b.Does this project meet the requirements for low density projects as defined in 15A NCAC 02H.1003(2)?* Yes No To look up low density requirement click here 15A NCAC 02H.1003(2). 2c.Does this project have a stormwater management plan(SMP)reviewed and approved under a state stormwater program or state-approved local government stormwater program?* Yes No N/A-project disturbs<1 acre Hint:projects that have vested rights,exemptions,or grandfathering from state or locally implemented stormwater programs or projects that satisfy state or locally-implemented stormwater programs through use of community in-lieu programs should answer no to this question. 2d.Which of the following stormwater management program(s)apply(check all that apply):" Local Government State If you have a local government approval please include the SMP on their overall impact map. Local Government Stormwater Programs* Phase II NSW USMP Water Supply Please identify which local government stormwater program you are using.* Town of Cary Comments: The existing site drainage is being modified per the proposed site plan and will include two stormwater control measures:one tiered bioretention cell just north of the building,and one stormwater wetland at the southern end of the site.Care has been taken to ensure that at a minimum,the onsite net increase in impervious is being treated by a stormwater control measure,and that the site complies with Town of Cary peak flow requirements to the best extent practicable and complies with nutrient treatment requirements.Town of Cary is reviewing the stormwater drawings and stormwater impact analysis for the site and the project is currently in 100%Construction Drawings review. G. Supplementary Information 1. Environmental Documentation 1a.Does the project involve an expenditure of public(federal/state/local)funds or the use of public(federal/state)land? Yes No 1 b.If you answered"yes"to the above,does the project require preparation of an environmental document pursuant to the requirements of the National or State(North Carolina) Environmental Policy Act(NEPA/SEPA)?* Yes No Comments:* Project does not meet thresholds requiring evaluation pursuant to the requirements of the NEPA/SEPA. 2.Violations (DWR Requirement) 2a.Is the site in violation of DWR Water Quality Certification Rules(15A NCAC 2H.0500),Isolated Wetland Rules(15A NCAC 2H.1300),or DWR Surface Water or Wetland Standards or Riparian Buffer Rules(15A NCAC 2B.0200)?* Yes No 3. Cumulative Impacts (DWR Requirement) 3a.Will this project(based on past and reasonably anticipated future impacts)result in additional development,which could impact nearby downstream water quality?* Yes No 3b.If you answered"no,"provide a short narrative description. Project is being not being designed to accommodate a larger capacity and is not intended to accommodate any additional growth or development. 4. Sewage Disposal (DWR Requirement) 4a.Is sewage disposal required by DWR for this project?* Yes No N/A 4b.Describe,in detail,the treatment methods and dispositions(non-discharge or discharge)of wastewater generated from the proposed project.If the wastewater will be treated at a treatment plant,list the capacity available at that plant. The Town of Cary has agreed to accept and treat wastewater for this project. 5. Endangered Species and Designated Critical Habitat(Corps Requirement) 5a.Will this project occur in or near an area with federally protected species or habitat?* Yes No 5b.Have you checked with the USFWS concerning Endangered Species Act impacts?* Yes No 5d.Is another Federal agency involved?* Yes No Unknown 5e.Is this a DOT project located within Division's 1.8?* Yes No 5f.Will you cut any trees in order to conduct the work in waters of the U.S.? Yes No 5g.Does this project involve bridge maintenance or removal?* Yes No Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf 5h.Does this project involve the construction/installation of a wind turbine(s)?** Yes No 51.Does this project involve(1)blasting,and/or(2)other percussive activities that will be conducted by machines,such as jackhammers,mechanized pile drivers,etc.?* Yes No 5j.What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?* The NC Natural Heritage Program online data explorer(https:/Iwww.ncnhp.org/data)and US Fish and Wildlife Service Information for Planning and Consultation(IPaC)report.No critical habitat was identified within the site and no element occurrences of protected species have been observed within the site or within one mile of the site. In the event that the tricolored bat is listed before tree clearing has been conducted,clearing moratoriums would likely be required during the typical active season for this species which extends from April 1 through October 15 or acoustic surveys would need to be conducted in accordance with USFWS survey protocols to determine the presence or absence of the tricolored bat at the site.If this clearing moratorium is observed,the determination for this species could be"may affect,not likely to adversely affect." 6. Essential Fish Habitat(Corps Requirement) 6a.Will this project occur in or near an area designated as an Essential Fish Habitat? Yes No 6b.What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* The USFWS IPaC report and the National Marine Fisheries Service Essential Fish Habitat Mapper (https://www.habitat.noaa.gov/protection/efh/efhmapper/) 7. Historic or Prehistoric Cultural Resources(Corps Requirement) Link to the State Historic Preservation Office Historic Properties Map(does not include archaeological data: http_//gis.ncdcr.gov/hpoweb/ 7a.Will this project occur in or near an area that the state,federal or tribal governments have designated as having historic or cultural preservation status(e.g.,National Historic Trust designation or properties significant in North Carolina history and archaeology)?* Yes No 7b.What data sources did you use to determine whether your site would impact historic or archeological resources?* The North Carolina State Historic Preservation Office web mapping tool HPOWEB(https://www.ncdcr.gov/aboutthistory/division-historical-resources/gis- maps-and-data)did not identify any resources with historic or cultural preservation status within the site or its immediate vicinity. 8. Flood Zone Designation (Corps Requirement) Link to the FEMA Floodplain Maps: https:Hmsc.fema.gov/portal/search Sa.Will this project occur in a FEMA-designated 100-year floodplain?* Yes No 8c.What source(s)did you use to make the floodplain determination?* The project engineer and the FEMA firm maps 3720077200K,dated July 19,2022.The FEMA firmette is attached. Miscellaneous Comments Please use the space below to attach all required documentation or any additional information you feel is helpful for application review.Documents should be combined into one file when possible,with a Cover Letter,Table of Contents,and a Cover Sheet for each Section preferred. Click the upload button or dreg and drop files here to attach document PCN Attachments.pdf 10.22MB File must be PDF or KMZ Signature * By checking the box and signing below,I certify that: • The project proponent hereby certifies that all information contained herein is true,accurate,and complete to the best of my knowledge and belief';and • The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I have given true,accurate,and complete information on this form; • I agree that submission of this PCN form is a"transaction"subject to Chapter 66,Article 40 of the NC General Statutes(the"Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66,Article 40 of the NC General Statutes(the"Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature;AND • I intend to electronically sign and submit the PCN form. Full Name:* Ashley Bentz Signature* �Ol�ynf'exGz Date 2/22/2024 NC Dept of Environmental Quality Sep 24 2024 Raleigh Regional Office Nationwide Permit 39 Commercial and Institutional Developments Effective Date: March 15, 2021 / Expiration Date: March 14, 2026 Authorities: Sections 10 and 404 Discharges of dredged or fill material into non-tidal waters of the United States for the construction or expansion of commercial and institutional building foundations and building pads and attendant features that are necessary for the use and maintenance of the structures. Attendant features may include, but are not limited to, roads, parking lots, garages, yards, utility lines, storm water management facilities, wastewater treatment facilities, and recreation facilities such as playgrounds and playing fields. Examples of commercial developments include retail stores, industrial facilities, restaurants, business parks, and shopping centers. Examples of institutional developments include schools, fire stations, government office buildings, judicial buildings, public works buildings, libraries, hospitals, and places of worship. The construction of new golf courses and new ski areas is not authorized by this NWP. The discharge must not cause the loss of greater than 1/2-acre of non-tidal waters of the United States. This NWP does not authorize discharges of dredged or fill material into non-tidal wetlands adjacent to tidal waters. Notification: The permittee must submit a pre-construction notification to the district engineer prior to commencing the activity. (See general condition 32.) (Authorities: Sections 10 and 404) Note: For any activity that involves the construction of a wind energy generating structure, solar tower, or overhead transmission line, a copy of the PCN and NWP verification will be provided by the Corps to the Department of Defense Siting Clearinghouse, which will evaluate potential effects on military activities. GENERAL CONDITIONS Note: To qualify for NWP authorization, the prospective permittee must comply with the following general conditions, as applicable, in addition to any regional or case-specific conditions imposed by the division engineer or district engineer. Prospective permittees should contact the appropriate Corps district office to determine if regional conditions have been imposed on an NWP. Prospective permittees should also contact the appropriate Corps district office to determine the status of Clean Water Act Section 401 water quality certification and/or Coastal Zone Management Act consistency for an NWP. Every person who may wish to obtain permit authorization under one or more NWPs, or who is currently relying on an existing or prior permit authorization under one or more NWPs, has been and is on notice that all of the provisions of 33 CFR 330.1 through 330.6 apply to every NWP authorization. Note especially 33 CFR 330.5 relating to the modification, suspension, or revocation of any NWP authorization. 1 1. Navigation. (a) No activity may cause more than a minimal adverse effect on navigation. (b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States. (c) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his or her authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. All permanent and temporary crossings of waterbodies shall be suitably culverted, bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of those aquatic species. If a bottomless culvert cannot be used, then the crossing should be designed and constructed to minimize adverse effects to aquatic life movements. 3. Spawning Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning area are not authorized. 4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27. 6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the Clean Water Act). 7. Water Supply Intakes. No activity may occur in the proximity of a public water supply intake, except where the activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization. 2 8. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its flow must be minimized to the maximum extent practicable. 9. Management of Water Flows. To the maximum extent practicable, the pre- construction course, condition, capacity, and location of open waters must be maintained for each activity, including stream channelization, storm water management activities, and temporary and permanent road crossings, except as provided below. The activity must be constructed to withstand expected high flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity is to impound water or manage high flows. The activity may alter the pre- construction course, condition, capacity, and location of open waters if it benefits the aquatic environment (e.g., stream restoration or relocation activities). 10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA-approved state or local floodplain management requirements. 11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance. 12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow, or during low tides. 13. Removal of Temporary Structures and Fills. Temporary structures must be removed, to the maximum extent practicable, after their use has been discontinued. Temporary fills must be removed in their entirety and the affected areas returned to pre- construction elevations. The affected areas must be revegetated, as appropriate. 14. Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure public safety and compliance with applicable NWP general conditions, as well as any activity-specific conditions added by the district engineer to an NWP authorization. 15. Single and Complete Project. The activity must be a single and complete project. The same NWP cannot be used more than once for the same single and complete project. 16. Wild and Scenic Rivers. (a) No NWP activity may occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for 3 such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study status. (b) If a proposed NWP activity will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, the permittee must submit a pre-construction notification (see general condition 32). The district engineer will coordinate the PCN with the Federal agency with direct management responsibility for that river. Permittees shall not begin the NWP activity until notified by the district engineer that the Federal agency with direct management responsibility for that river has determined in writing that the proposed NWP activity will not adversely affect the Wild and Scenic River designation or study status. (c) Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or study river (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). Information on these rivers is also available at: http://www.rivers.gov/. 17. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 18. Endangered Species. (a) No activity is authorized under any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or adversely modify designated critical habitat or critical habitat proposed for such designation. No activity is authorized under any NWP which "may affect" a listed species or critical habitat, unless ESA section 7 consultation addressing the consequences of the proposed activity on listed species or critical habitat has been completed. See 50 CFR 402.02 for the definition of "effects of the action" for the purposes of ESA section 7 consultation, as well as 50 CFR 402.17, which provides further explanation under ESA section 7 regarding "activities that are reasonably certain to occur" and "consequences caused by the proposed action." (b) Federal agencies should follow their own procedures for complying with the requirements of the ESA (see 33 CFR 330.4(f)(1)). If pre-construction notification is required for the proposed activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate documentation has not been submitted, additional ESA section 7 consultation may be necessary for the activity and the respective federal agency would be responsible for fulfilling its obligation under section 7 of the ESA. (c) Non-federal permittees must submit a pre-construction notification to the district engineer if any listed species (or species proposed for listing) or designated critical 4 habitat (or critical habitat proposed such designation) might be affected or is in the vicinity of the activity, or if the activity is located in designated critical habitat or critical habitat proposed for such designation, and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that might affect Federally-listed endangered or threatened species (or species proposed for listing) or designated critical habitat (or critical habitat proposed for such designation), the pre-construction notification must include the name(s) of the endangered or threatened species (or species proposed for listing) that might be affected by the proposed activity or that utilize the designated critical habitat (or critical habitat proposed for such designation) that might be affected by the proposed activity. The district engineer will determine whether the proposed activity "may affect" or will have "no effect" to listed species and designated critical habitat and will notify the non-Federal applicant of the Corps' determination within 45 days of receipt of a complete pre-construction notification. For activities where the non-Federal applicant has identified listed species (or species proposed for listing) or designated critical habitat (or critical habitat proposed for such designation) that might be affected or is in the vicinity of the activity, and has so notified the Corps, the applicant shall not begin work until the Corps has provided notification that the proposed activity will have "no effect" on listed species (or species proposed for listing or designated critical habitat (or critical habitat proposed for such designation), or until ESA section 7 consultation or conference has been completed. If the non-Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (d) As a result of formal or informal consultation or conference with the FWS or NMFS the district engineer may add species-specific permit conditions to the NWPs. (e) Authorization of an activity by an NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the FWS or the NMFS, the Endangered Species Act prohibits any person subject to the jurisdiction of the United States to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the definition of"take" means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering. (f) If the non-federal permittee has a valid ESA section 10(a)(1)(B) incidental take permit with an approved Habitat Conservation Plan for a project or a group of projects that includes the proposed NWP activity, the non-federal applicant should provide a copy of that ESA section 10(a)(1)(B) permit with the PCN required by paragraph (c) of this general condition. The district engineer will coordinate with the agency that issued the ESA section 10(a)(1)(B) permit to determine whether the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 5 consultation conducted for the ESA section 10(a)(1)(B) permit. If that coordination results in concurrence from the agency that the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 consultation for the ESA section 10(a)(1)(B) permit, the district engineer does not need to conduct a separate ESA section 7 consultation for the proposed NWP activity. The district engineer will notify the non-federal applicant within 45 days of receipt of a complete pre- construction notification whether the ESA section 10(a)(1)(B) permit covers the proposed NWP activity or whether additional ESA section 7 consultation is required. (g) Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the FWS and NMFS or their world wide web pages at http://www.fws.gov/ or http://www.fws.gov/ipac and http://www.nmfs.noaa.gov/pr/species/esa/ respectively. 19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring that an action authorized by an NWP complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act. The permittee is responsible for contacting the appropriate local office of the U.S. Fish and Wildlife Service to determine what measures, if any, are necessary or appropriate to reduce adverse effects to migratory birds or eagles, including whether "incidental take" permits are necessary and available under the Migratory Bird Treaty Act or Bald and Golden Eagle Protection Act for a particular activity. 20. Historic Properties. (a) No activity is authorized under any NWP which may have the potential to cause effects to properties listed, or eligible for listing, in the National Register of Historic Places until the requirements of Section 106 of the National Historic Preservation Act (NHPA) have been satisfied. (b) Federal permittees should follow their own procedures for complying with the requirements of section 106 of the National Historic Preservation Act (see 33 CFR 330.4(g)(1)). If pre-construction notification is required for the proposed NWP activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate documentation is not submitted, then additional consultation under section 106 may be necessary. The respective federal agency is responsible for fulfilling its obligation to comply with section 106. (c) Non-federal permittees must submit a pre-construction notification to the district engineer if the NWP activity might have the potential to cause effects to any historic properties listed on, determined to be eligible for listing on, or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities, the pre-construction notification must state which historic properties might have the potential to be affected by the proposed NWP activity or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties. Assistance regarding information on the location of, 6 or potential for, the presence of historic properties can be sought from the State Historic Preservation Officer, Tribal Historic Preservation Officer, or designated tribal representative, as appropriate, and the National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre-construction notifications, district engineers will comply with the current procedures for addressing the requirements of section 106 of the National Historic Preservation Act. The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts commensurate with potential impacts, which may include background research, consultation, oral history interviews, sample field investigation, and/or field survey. Based on the information submitted in the PCN and these identification efforts, the district engineer shall determine whether the proposed NWP activity has the potential to cause effects on the historic properties. Section 106 consultation is not required when the district engineer determines that the activity does not have the potential to cause effects on historic properties (see 36 CFR 800.3(a)). Section 106 consultation is required when the district engineer determines that the activity has the potential to cause effects on historic properties. The district engineer will conduct consultation with consulting parties identified under 36 CFR 800.2(c) when he or she makes any of the following effect determinations for the purposes of section 106 of the NHPA: no historic properties affected, no adverse effect, or adverse effect. (d) Where the non-Federal applicant has identified historic properties on which the proposed NWP activity might have the potential to cause effects and has so notified the Corps, the non-Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects to historic properties or that NHPA section 106 consultation has been completed. For non-federal permittees, the district engineer will notify the prospective permittee within 45 days of receipt of a complete pre-construction notification whether NHPA section 106 consultation is required. If NHPA section 106 consultation is required, the district engineer will notify the non-Federal applicant that he or she cannot begin the activity until section 106 consultation is completed. If the non-Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (e) Prospective permittees should be aware that section 110k of the NHPA (54 U.S.C. 306113) prevents the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the requirements of section 106 of the NHPA, has intentionally significantly adversely affected a historic property to which the permit would relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation with the Advisory Council on Historic Preservation (ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance, the Corps is required to notify the ACHP and provide documentation specifying the circumstances, the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. 21. Discovery of Previously Unknown Remains and Artifacts. Permittees that discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by an NWP, they must immediately notify the district engineer of what they have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed. The district engineer will initiate the Federal, Tribal, and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 22. Designated Critical Resource Waters. Critical resource waters include, NOAA- managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves. The district engineer may designate, after notice and opportunity for public comment, additional waters officially designated by a state as having particular environmental or ecological significance, such as outstanding national resource waters or state natural heritage sites. The district engineer may also designate additional critical resource waters after notice and opportunity for public comment. (a) Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, 52, 57 and 58 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. (b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, 38, and 54, notification is required in accordance with general condition 32, for any activity proposed by permittees in the designated critical resource waters including wetlands adjacent to those waters. The district engineer may authorize activities under these NWPs only after she or he determines that the impacts to the critical resource waters will be no more than minimal. 23. Mitigation. The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal: (a) The activity must be designed and constructed to avoid and minimize adverse effects, both temporary and permanent, to waters of the United States to the maximum extent practicable at the project site (i.e., on site). (b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or compensating for resource losses) will be required to the extent necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal. (c) Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland losses that exceed 1/10-acre and require pre-construction notification, unless 8 the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse environmental effects of the proposed activity are no more than minimal, and provides an activity-specific waiver of this requirement. For wetland losses of 1/10-acre or less that require pre-construction notification, the district engineer may determine on a case-by-case basis that compensatory mitigation is required to ensure that the activity results in only minimal adverse environmental effects. (d) Compensatory mitigation at a minimum one-for-one ratio will be required for all losses of stream bed that exceed 3/100-acre and require pre-construction notification, unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse environmental effects of the proposed activity are no more than minimal, and provides an activity- specific waiver of this requirement. This compensatory mitigation requirement may be satisfied through the restoration or enhancement of riparian areas next to streams in accordance with paragraph (e) of this general condition. For losses of stream bed of 3/100-acre or less that require pre-construction notification, the district engineer may determine on a case-by-case basis that compensatory mitigation is required to ensure that the activity results in only minimal adverse environmental effects. Compensatory mitigation for losses of streams should be provided, if practicable, through stream rehabilitation, enhancement, or preservation, since streams are difficult-to-replace resources (see 33 CFR 332.3(e)(3)). (e) Compensatory mitigation plans for NWP activities in or near streams or other open waters will normally include a requirement for the restoration or enhancement, maintenance, and legal protection (e.g., conservation easements) of riparian areas next to open waters. In some cases, the restoration or maintenance/protection of riparian areas may be the only compensatory mitigation required. If restoring riparian areas involves planting vegetation, only native species should be planted. The width of the required riparian area will address documented water quality or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each side of the stream, but the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns. If it is not possible to restore or maintain/protect a riparian area on both sides of a stream, or if the waterbody is a lake or coastal waters, then restoring or maintaining/protecting a riparian area along a single bank or shoreline may be sufficient. Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based on what is best for the aquatic environment on a watershed basis. In cases where riparian areas are determined to be the most appropriate form of minimization or compensatory mitigation, the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (f) Compensatory mitigation projects provided to offset losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332. 9 (1) The prospective permittee is responsible for proposing an appropriate compensatory mitigation option if compensatory mitigation is necessary to ensure that the activity results in no more than minimal adverse environmental effects. For the NWPs, the preferred mechanism for providing compensatory mitigation is mitigation bank credits or in-lieu fee program credits (see 33 CFR 332.3(b)(2) and (3)). However, if an appropriate number and type of mitigation bank or in-lieu credits are not available at the time the PCN is submitted to the district engineer, the district engineer may approve the use of permittee-responsible mitigation. (2) The amount of compensatory mitigation required by the district engineer must be sufficient to ensure that the authorized activity results in no more than minimal individual and cumulative adverse environmental effects (see 33 CFR 330.1(e)(3)). (See also 33 CFR 332.3(f).) (3) Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced, aquatic resource restoration should be the first compensatory mitigation option considered for permittee-responsible mitigation. (4) If permittee-responsible mitigation is the proposed option, the prospective permittee is responsible for submitting a mitigation plan. A conceptual or detailed mitigation plan may be used by the district engineer to make the decision on the NWP verification request, but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2) through (14) must be approved by the district engineer before the permittee begins work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation (see 33 CFR 332.3(k)(3)). If permittee-responsible mitigation is the proposed option, and the proposed compensatory mitigation site is located on land in which another federal agency holds an easement, the district engineer will coordinate with that federal agency to determine if proposed compensatory mitigation project is compatible with the terms of the easement. (5) If mitigation bank or in-lieu fee program credits are the proposed option, the mitigation plan needs to address only the baseline conditions at the impact site and the number of credits to be provided (see 33 CFR 332.4(c)(1)(ii)). (6) Compensatory mitigation requirements (e.g., resource type and amount to be provided as compensatory mitigation, site protection, ecological performance standards, monitoring requirements) may be addressed through conditions added to the NWP authorization, instead of components of a compensatory mitigation plan (see 33 CFR 332.4(c)(1)(ii)). (g) Compensatory mitigation will not be used to increase the acreage losses allowed by the acreage limits of the NWPs. For example, if an NWP has an acreage limit of 1/2- acre, it cannot be used to authorize any NWP activity resulting in the loss of greater than 1/2-acre of waters of the United States, even if compensatory mitigation is 10 provided that replaces or restores some of the lost waters. However, compensatory mitigation can and should be used, as necessary, to ensure that an NWP activity already meeting the established acreage limits also satisfies the no more than minimal impact requirement for the NWPs. (h) Permittees may propose the use of mitigation banks, in-lieu fee programs, or permittee-responsible mitigation. When developing a compensatory mitigation proposal, the permittee must consider appropriate and practicable options consistent with the framework at 33 CFR 332.3(b). For activities resulting in the loss of marine or estuarine resources, permittee-responsible mitigation may be environmentally preferable if there are no mitigation banks or in-lieu fee programs in the area that have marine or estuarine credits available for sale or transfer to the permittee. For permittee-responsible mitigation, the special conditions of the NWP verification must clearly indicate the party or parties responsible for the implementation and performance of the compensatory mitigation project, and, if required, its long-term management. (i) Where certain functions and services of waters of the United States are permanently adversely affected by a regulated activity, such as discharges of dredged or fill material into waters of the United States that will convert a forested or scrub-shrub wetland to a herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to reduce the adverse environmental effects of the activity to the no more than minimal level. 24. Safety of Impoundment Structures. To ensure that all impoundment structures are safely designed, the district engineer may require non-Federal applicants to demonstrate that the structures comply with established state or federal, dam safety criteria or have been designed by qualified persons. The district engineer may also require documentation that the design has been independently reviewed by similarly qualified persons, and appropriate modifications made to ensure safety. 25. Water Quality. (a) Where the certifying authority (state, authorized tribe, or EPA, as appropriate) has not previously certified compliance of an NWP with CWA section 401, a CWA section 401 water quality certification for the proposed discharge must be obtained or waived (see 33 CFR 330.4(c)). If the permittee cannot comply with all of the conditions of a water quality certification previously issued by certifying authority for the issuance of the NWP, then the permittee must obtain a water quality certification or waiver for the proposed discharge in order for the activity to be authorized by an NWP. (b) If the NWP activity requires pre-construction notification and the certifying authority has not previously certified compliance of an NWP with CWA section 401, the proposed discharge is not authorized by an NWP until water quality certification is obtained or waived. If the certifying authority issues a water quality certification for the proposed discharge, the permittee must submit a copy of the certification to the district engineer. The discharge is not authorized by an NWP until the district engineer has notified the permittee that the water quality certification requirement has been satisfied by the issuance of a water quality certification or a waiver. 11 (c) The district engineer or certifying authority may require additional water quality management measures to ensure that the authorized activity does not result in more than minimal degradation of water quality. 26. Coastal Zone Management. In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence, an individual state coastal zone management consistency concurrence must be obtained, or a presumption of concurrence must occur (see 33 CFR 330.4(d)). If the permittee cannot comply with all of the conditions of a coastal zone management consistency concurrence previously issued by the state, then the permittee must obtain an individual coastal zone management consistency concurrence or presumption of concurrence in order for the activity to be authorized by an NWP. The district engineer or a state may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements. 27. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in its CWA section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act consistency determination. 28. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is authorized, subject to the following restrictions: (a) If only one of the NWPs used to authorize the single and complete project has a specified acreage limit, the acreage loss of waters of the United States cannot exceed the acreage limit of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the United States for the total project cannot exceed O-acre. (b) If one or more of the NWPs used to authorize the single and complete project has specified acreage limits, the acreage loss of waters of the United States authorized by those NWPs cannot exceed their respective specified acreage limits. For example, if a commercial development is constructed under NWP 39, and the single and complete project includes the filling of an upland ditch authorized by NWP 46, the maximum acreage loss of waters of the United States for the commercial development under NWP 39 cannot exceed 1/2-acre, and the total acreage loss of waters of United States due to the NWP 39 and 46 activities cannot exceed 1 acre. 29. Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit verification, the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification 12 must be attached to the letter, and the letter must contain the following statement and signature: "When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred, the terms and conditions of this nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below." (Transferee) (Date) 30. Compliance Certification. Each permittee who receives an NWP verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and implementation of any required compensatory mitigation. The success of any required permittee-responsible mitigation, including the achievement of ecological performance standards, will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The certification document will include: (a) A statement that the authorized activity was done in accordance with the NWP authorization, including any general, regional, or activity-specific conditions; (b) A statement that the implementation of any required compensatory mitigation was completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu fee program are used to satisfy the compensatory mitigation requirements, the certification must include the documentation required by 33 CFR 332.3(1)(3) to confirm that the permittee secured the appropriate number and resource type of credits; and (c) The signature of the permittee certifying the completion of the activity and mitigation. The completed certification document must be submitted to the district engineer within 30 days of completion of the authorized activity or the implementation of any required compensatory mitigation, whichever occurs later. 31. Activities Affecting Structures or Works Built by the United States. If an NWP activity also requires review by, or permission from, the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of Engineers (USACE) federally authorized Civil Works project (a "USAGE project"), the prospective permittee must submit a pre-construction notification. See paragraph 13 (b)(10) of general condition 32. An activity that requires section 408 permission and/or review is not authorized by an NWP until the appropriate Corps office issues the section 408 permission or completes its review to alter, occupy, or use the USACE project, and the district engineer issues a written NWP verification. 32. Pre-Construction Notification. (a) Timing. Where required by the terms of the NWP, the prospective permittee must notify the district engineer by submitting a pre- construction notification (PCN) as early as possible. The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and, if the PCN is determined to be incomplete, notify the prospective permittee within that 30 day period to request the additional information necessary to make the PCN complete. The request must specify the information needed to make the PCN complete. As a general rule, district engineers will request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the district engineer will notify the prospective permittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer. The prospective permittee shall not begin the activity until either: (1) He or she is notified in writing by the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or (2) 45 calendar days have passed from the district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer. However, if the permittee was required to notify the Corps pursuant to general condition 18 that listed species or critical habitat might be affected or are in the vicinity of the activity, or to notify the Corps pursuant to general condition 20 that the activity might have the potential to cause effects to historic properties, the permittee cannot begin the activity until receiving written notification from the Corps that there is "no effect" on listed species or "no potential to cause effects" on historic properties, or that any consultation required under Section 7 of the Endangered Species Act (see 33 CFR 330.4(f)) and/or section 106 of the National Historic Preservation Act (see 33 CFR 330.4(g)) has been completed. If the proposed activity requires a written waiver to exceed specified limits of an NWP, the permittee may not begin the activity until the district engineer issues the waiver. If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN, the permittee cannot begin the activity until an individual permit has been obtained. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). (b) Contents of Pre-Construction Notification: The PCN must be in writing and include the following information- (1) Name, address and telephone numbers of the prospective permittee; 14 (2) Location of the proposed activity; (3) Identify the specific NWP or NWP(s) the prospective permittee wants to use to authorize the proposed activity; (4) (i) A description of the proposed activity; the activity's purpose; direct and indirect adverse environmental effects the activity would cause, including the anticipated amount of loss of wetlands, other special aquatic sites, and other waters expected to result from the NWP activity, in acres, linear feet, or other appropriate unit of measure; a description of any proposed mitigation measures intended to reduce the adverse environmental effects caused by the proposed activity; and any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity, including other separate and distant crossings for linear projects that require Department of the Army authorization but do not require pre-construction notification. The description of the proposed activity and any proposed mitigation measures should be sufficiently detailed to allow the district engineer to determine that the adverse environmental effects of the activity will be no more than minimal and to determine the need for compensatory mitigation or other mitigation measures. (ii) For linear projects where one or more single and complete crossings require pre- construction notification, the PCN must include the quantity of anticipated losses of wetlands, other special aquatic sites, and other waters for each single and complete crossing of those wetlands, other special aquatic sites, and other waters (including those single and complete crossings authorized by an NWP but do not require PCNs). This information will be used by the district engineer to evaluate the cumulative adverse environmental effects of the proposed linear project, and does not change those non- PCN NWP activities into NWP PCNs. (iii) Sketches should be provided when necessary to show that the activity complies with the terms of the NWP. (Sketches usually clarify the activity and when provided results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed engineering plans); (5) The PCN must include a delineation of wetlands, other special aquatic sites, and other waters, such as lakes and ponds, and perennial and intermittent streams, on the project site. Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and other waters on the project site, but there may be a delay if the Corps does the delineation, especially if the project site is large or contains many wetlands, other special aquatic sites, and other waters. Furthermore, the 45-day period will not start until the delineation has been submitted to or completed by the Corps, as appropriate; 15 (6) If the proposed activity will result in the loss of greater than 1/10-acre of wetlands or 3/100-acre of stream bed and a PCN is required, the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied, or explaining why the adverse environmental effects are no more than minimal and why compensatory mitigation should not be required. As an alternative, the prospective permittee may submit a conceptual or detailed mitigation plan. (7) For non-federal permittees, if any listed species (or species proposed for listing) or designated critical habitat (or critical habitat proposed for such designation) might be affected or is in the vicinity of the activity, or if the activity is located in designated critical habitat (or critical habitat proposed for such designation), the PCN must include the name(s) of those endangered or threatened species (or species proposed for listing) that might be affected by the proposed activity or utilize the designated critical habitat (or critical habitat proposed for such designation) that might be affected by the proposed activity. For NWP activities that require pre-construction notification, Federal permittees must provide documentation demonstrating compliance with the Endangered Species Act; (8) For non-federal permittees, if the NWP activity might have the potential to cause effects to a historic property listed on, determined to be eligible for listing on, or potentially eligible for listing on, the National Register of Historic Places, the PCN must state which historic property might have the potential to be affected by the proposed activity or include a vicinity map indicating the location of the historic property. For NWP activities that require pre-construction notification, Federal permittees must provide documentation demonstrating compliance with section 106 of the National Historic Preservation Act; (9) For an activity that will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, the PCN must identify the Wild and Scenic River or the "study river" (see general condition 16); and (10) For an NWP activity that requires permission from, or review by, the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of Engineers federally authorized civil works project, the pre- construction notification must include a statement confirming that the project proponent has submitted a written request for section 408 permission from, or review by, the Corps office having jurisdiction over that USACE project. (c) Form of Pre-Construction Notification: The nationwide permit pre-construction notification form (Form ENG 6082) should be used for NWP PCNs. A letter containing the required information may also be used. Applicants may provide electronic files of PCNs and supporting materials if the district engineer has established tools and procedures for electronic submittals. 16 (d) Agency Coordination: (1) The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the activity's adverse environmental effects so that they are no more than minimal. (2) Agency coordination is required for: (i) all NWP activities that require pre- construction notification and result in the loss of greater than 1/2-acre of waters of the United States; (ii) NWP 13 activities in excess of 500 linear feet, fills greater than one cubic yard per running foot, or involve discharges of dredged or fill material into special aquatic sites; and (iii) NWP 54 activities in excess of 500 linear feet, or that extend into the waterbody more than 30 feet from the mean low water line in tidal waters or the ordinary high water mark in the Great Lakes. (3) When agency coordination is required, the district engineer will immediately provide (e.g., via e-mail, facsimile transmission, overnight mail, or other expeditious manner) a copy of the complete PCN to the appropriate Federal or state offices (FWS, state natural resource or water quality agency, EPA, and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will have 10 calendar days from the date the material is transmitted to notify the district engineer via telephone, facsimile transmission, or e-mail that they intend to provide substantive, site-specific comments. The comments must explain why the agency believes the adverse environmental effects will be more than minimal. If so contacted by an agency, the district engineer will wait an additional 15 calendar days before making a decision on the pre-construction notification. The district engineer will fully consider agency comments received within the specified time frame concerning the proposed activity's compliance with the terms and conditions of the NWPs, including the need for mitigation to ensure that the net adverse environmental effects of the proposed activity are no more than minimal. The district engineer will provide no response to the resource agency, except as provided below. The district engineer will indicate in the administrative record associated with each pre-construction notification that the resource agencies' concerns were considered. For NWP 37, the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur. The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5. (4) In cases of where the prospective permittee is not a Federal agency, the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations, as required by section 305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act. (5) Applicants are encouraged to provide the Corps with either electronic files or multiple copies of pre-construction notifications to expedite agency coordination. 17 District Engineer's Decision 1. In reviewing the PCN for the proposed activity, the district engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. If a project proponent requests authorization by a specific NWP, the district engineer should issue the NWP verification for that activity if it meets the terms and conditions of that NWP, unless he or she determines, after considering mitigation, that the proposed activity will result in more than minimal individual and cumulative adverse effects on the aquatic environment and other aspects of the public interest and exercises discretionary authority to require an individual permit for the proposed activity. For a linear project, this determination will include an evaluation of the single and complete crossings of waters of the United States that require PCNs to determine whether they individually satisfy the terms and conditions of the NWP(s), as well as the cumulative effects caused by all of the crossings of waters of the United States authorized by an NWP. If an applicant requests a waiver of an applicable limit, as provided for in NWPs 13, 36, or 54, the district engineer will only grant the waiver upon a written determination that the NWP activity will result in only minimal individual and cumulative adverse environmental effects. 2. When making minimal adverse environmental effects determinations the district engineer will consider the direct and indirect effects caused by the NWP activity. He or she will also consider the cumulative adverse environmental effects caused by activities authorized by an NWP and whether those cumulative adverse environmental effects are no more than minimal. The district engineer will also consider site specific factors, such as the environmental setting in the vicinity of the NWP activity, the type of resource that will be affected by the NWP activity, the functions provided by the aquatic resources that will be affected by the NWP activity, the degree or magnitude to which the aquatic resources perform those functions, the extent that aquatic resource functions will be lost as a result of the NWP activity (e.g., partial or complete loss), the duration of the adverse effects (temporary or permanent), the importance of the aquatic resource functions to the region (e.g., watershed or ecoregion), and mitigation required by the district engineer. If an appropriate functional or condition assessment method is available and practicable to use, that assessment method may be used by the district engineer to assist in the minimal adverse environmental effects determination. The district engineer may add case-specific special conditions to the NWP authorization to address site-specific environmental concerns. 3. If the proposed activity requires a PCN and will result in a loss of greater than 1/10- acre of wetlands or 3/100-acre of stream bed, the prospective permittee should submit a mitigation proposal with the PCN. Applicants may also propose compensatory mitigation for NWP activities with smaller impacts, or for impacts to other types of waters. The district engineer will consider any proposed compensatory mitigation or other mitigation measures the applicant has included in the proposal in determining whether the net adverse environmental effects of the proposed activity are no more than minimal. The compensatory mitigation proposal may be either conceptual or detailed. If the district 18 engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse environmental effects are no more than minimal, after considering mitigation, the district engineer will notify the permittee and include any activity-specific conditions in the NWP verification the district engineer deems necessary. Conditions for compensatory mitigation requirements must comply with the appropriate provisions at 33 CFR 332.3(k). The district engineer must approve the final mitigation plan before the permittee commences work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the district engineer will expeditiously review the proposed compensatory mitigation plan. The district engineer must review the proposed compensatory mitigation plan within 45 calendar days of receiving a complete PCN and determine whether the proposed mitigation would ensure that the NWP activity results in no more than minimal adverse environmental effects. If the net adverse environmental effects of the NWP activity (after consideration of the mitigation proposal) are determined by the district engineer to be no more than minimal, the district engineer will provide a timely written response to the applicant. The response will state that the NWP activity can proceed under the terms and conditions of the NWP, including any activity-specific conditions added to the NWP authorization by the district engineer. 4. If the district engineer determines that the adverse environmental effects of the proposed activity are more than minimal, then the district engineer will notify the applicant either: (a) that the activity does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; (b) that the activity is authorized under the NWP subject to the applicant's submission of a mitigation plan that would reduce the adverse environmental effects so that they are no more than minimal; or (c) that the activity is authorized under the NWP with specific modifications or conditions. Where the district engineer determines that mitigation is required to ensure no more than minimal adverse environmental effects, the activity will be authorized within the 45-day PCN period (unless additional time is required to comply with general conditions 18, 20, and/or 31), with activity-specific conditions that state the mitigation requirements. The authorization will include the necessary conceptual or detailed mitigation plan or a requirement that the applicant submit a mitigation plan that would reduce the adverse environmental effects so that they are no more than minimal. When compensatory mitigation is required, no work in waters of the United States may occur until the district engineer has approved a specific mitigation plan or has determined that prior approval of a final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. Further Information 1. District engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 19 2. NWPs do not obviate the need to obtain other federal, state, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project (see general condition 31). Definitions Best management practices (BMPs): Policies, practices, procedures, or structures implemented to mitigate the adverse environmental effects on surface water quality resulting from development. BMPs are categorized as structural or non-structural. Compensatory mitigation: The restoration (re-establishment or rehabilitation), establishment (creation), enhancement, and/or in certain circumstances preservation of aquatic resources for the purposes of offsetting unavoidable adverse impacts which remain after all appropriate and practicable avoidance and minimization has been achieved. Currently serviceable: Useable as is or with some maintenance, but not so degraded as to essentially require reconstruction. Direct effects: Effects that are caused by the activity and occur at the same time and place. Discharge: The term "discharge" means any discharge of dredged or fill material into waters of the United States. Ecological reference: A model used to plan and design an aquatic habitat and riparian area restoration, enhancement, or establishment activity under NWP 27. An ecological reference may be based on the structure, functions, and dynamics of an aquatic habitat type or a riparian area type that currently exists in the region where the proposed NWP 27 activity is located. Alternatively, an ecological reference may be based on a conceptual model for the aquatic habitat type or riparian area type to be restored, enhanced, or established as a result of the proposed NWP 27 activity. An ecological reference takes into account the range of variation of the aquatic habitat type or riparian area type in the region. Enhancement: The manipulation of the physical, chemical, or biological characteristics of an aquatic resource to heighten, intensify, or improve a specific aquatic resource function(s). Enhancement results in the gain of selected aquatic resource function(s), but may also lead to a decline in other aquatic resource function(s). Enhancement does not result in a gain in aquatic resource area. 20 Establishment (creation): The manipulation of the physical, chemical, or biological characteristics present to develop an aquatic resource that did not previously exist at an upland site. Establishment results in a gain in aquatic resource area. High Tide Line: The line of intersection of the land with the water's surface at the maximum height reached by a rising tide. The high tide line may be determined, in the absence of actual data, by a line of oil or scum along shore objects, a more or less continuous deposit of fine shell or debris on the foreshore or berm, other physical markings or characteristics, vegetation lines, tidal gages, or other suitable means that delineate the general height reached by a rising tide. The line encompasses spring high tides and other high tides that occur with periodic frequency but does not include storm surges in which there is a departure from the normal or predicted reach of the tide due to the piling up of water against a coast by strong winds such as those accompanying a hurricane or other intense storm. Historic Property: Any prehistoric or historic district, site (including archaeological site), building, structure, or other object included in, or eligible for inclusion in, the National Register of Historic Places maintained by the Secretary of the Interior. This term includes artifacts, records, and remains that are related to and located within such properties. The term includes properties of traditional religious and cultural importance to an Indian tribe or Native Hawaiian organization and that meet the National Register criteria (36 CFR part 60). Independent utility: A test to determine what constitutes a single and complete non- linear project in the Corps Regulatory Program. A project is considered to have independent utility if it would be constructed absent the construction of other projects in the project area. Portions of a multi-phase project that depend upon other phases of the project do not have independent utility. Phases of a project that would be constructed even if the other phases were not built can be considered as separate single and complete projects with independent utility. Indirect effects: Effects that are caused by the activity and are later in time or farther removed in distance, but are still reasonably foreseeable. Loss of waters of the United States: Waters of the United States that are permanently adversely affected by filling, flooding, excavation, or drainage because of the regulated activity. The loss of stream bed includes the acres of stream bed that are permanently adversely affected by filling or excavation because of the regulated activity. Permanent adverse effects include permanent discharges of dredged or fill material that change an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a waterbody. The acreage of loss of waters of the United States is a threshold measurement of the impact to jurisdictional waters or wetlands for determining whether a project may qualify for an NWP; it is not a net threshold that is calculated after considering compensatory mitigation that may be used to offset losses of aquatic functions and services. Waters of the United States temporarily filled, flooded, 21 excavated, or drained, but restored to pre-construction contours and elevations after construction, are not included in the measurement of loss of waters of the United States. Impacts resulting from activities that do not require Department of the Army authorization, such as activities eligible for exemptions under section 404(f) of the Clean Water Act, are not considered when calculating the loss of waters of the United States. Navigable waters: Waters subject to section 10 of the Rivers and Harbors Act of 1899. These waters are defined at 33 CFR part 329. Non-tidal wetland: A non-tidal wetland is a wetland that is not subject to the ebb and flow of tidal waters. Non-tidal wetlands contiguous to tidal waters are located landward of the high tide line (i.e., spring high tide line). Open water: For purposes of the NWPs, an open water is any area that in a year with normal patterns of precipitation has water flowing or standing above ground to the extent that an ordinary high water mark can be determined. Aquatic vegetation within the area of flowing or standing water is either non-emergent, sparse, or absent. Vegetated shallows are considered to be open waters. Examples of"open waters" include rivers, streams, lakes, and ponds. Ordinary High Water Mark: The term ordinary high water mark means that line on the shore established by the fluctuations of water and indicated by physical characteristics such as a clear, natural line impressed on the bank, shelving, changes in the character of soil, destruction of terrestrial vegetation, the presence of litter and debris, or other appropriate means that consider the characteristics of the surrounding areas. Perennial stream: A perennial stream has surface water flowing continuously year- round during a typical year. Practicable: Available and capable of being done after taking into consideration cost, existing technology, and logistics in light of overall project purposes. Pre-construction notification: A request submitted by the project proponent to the Corps for confirmation that a particular activity is authorized by nationwide permit. The request may be a permit application, letter, or similar document that includes information about the proposed work and its anticipated environmental effects. Pre-construction notification may be required by the terms and conditions of a nationwide permit, or by regional conditions. A pre-construction notification may be voluntarily submitted in cases where pre-construction notification is not required and the project proponent wants confirmation that the activity is authorized by nationwide permit. Preservation: The removal of a threat to, or preventing the decline of, aquatic resources by an action in or near those aquatic resources. This term includes activities commonly associated with the protection and maintenance of aquatic resources through the implementation of appropriate legal and physical mechanisms. Preservation does not result in a gain of aquatic resource area or functions. 22 Re-establishment: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of returning natural/historic functions to a former aquatic resource. Re-establishment results in rebuilding a former aquatic resource and results in a gain in aquatic resource area and functions. Rehabilitation: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of repairing natural/historic functions to a degraded aquatic resource. Rehabilitation results in a gain in aquatic resource function, but does not result in a gain in aquatic resource area. Restoration: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of returning natural/historic functions to a former or degraded aquatic resource. For the purpose of tracking net gains in aquatic resource area, restoration is divided into two categories: re-establishment and rehabilitation. Riffle and pool complex: Riffle and pool complexes are special aquatic sites under the 404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid movement of water over a course substrate in riffles results in a rough flow, a turbulent surface, and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize pools. Riparian areas: Riparian areas are lands next to streams, lakes, and estuarine-marine shorelines. Riparian areas are transitional between terrestrial and aquatic ecosystems, through which surface and subsurface hydrology connects riverine, lacustrine, estuarine, and marine waters with their adjacent wetlands, non-wetland waters, or uplands. Riparian areas provide a variety of ecological functions and services and help improve or maintain local water quality. (See general condition 23.) Shellfish seeding: The placement of shellfish seed and/or suitable substrate to increase shellfish production. Shellfish seed consists of immature individual shellfish or individual shellfish attached to shells or shell fragments (i.e., spat on shell). Suitable substrate may consist of shellfish shells, shell fragments, or other appropriate materials placed into waters for shellfish habitat. Single and complete linear project: A linear project is a project constructed for the purpose of getting people, goods, or services from a point of origin to a terminal point, which often involves multiple crossings of one or more waterbodies at separate and distant locations. The term "single and complete project" is defined as that portion of the total linear project proposed or accomplished by one owner/developer or partnership or other association of owners/developers that includes all crossings of a single water of the United States (i.e., a single waterbody) at a specific location. For linear projects crossing a single or multiple waterbodies several times at separate and distant locations, each crossing is considered a single and complete project for purposes of 23 NWP authorization. However, individual channels in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate waterbodies, and crossings of such features cannot be considered separately. Single and complete non-linear project: For non-linear projects, the term "single and complete project" is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by one owner/developer or partnership or other association of owners/developers. A single and complete non-linear project must have independent utility (see definition of"independent utility"). Single and complete non-linear projects may not be "piecemealed" to avoid the limits in an NWP authorization. Stormwater management: Stormwater management is the mechanism for controlling stormwater runoff for the purposes of reducing downstream erosion, water quality degradation, and flooding and mitigating the adverse effects of changes in land use on the aquatic environment. Stormwater management facilities: Stormwater management facilities are those facilities, including but not limited to, stormwater retention and detention ponds and best management practices, which retain water for a period of time to control runoff and/or improve the quality (i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other pollutants) of stormwater runoff. Stream bed: The substrate of the stream channel between the ordinary high water marks. The substrate may be bedrock or inorganic particles that range in size from clay to boulders. Wetlands contiguous to the stream bed, but outside of the ordinary high water marks, are not considered part of the stream bed. Stream channelization: The manipulation of a stream's course, condition, capacity, or location that causes more than minimal interruption of normal stream processes. A channelized jurisdictional stream remains a water of the United States. Structure: An object that is arranged in a definite pattern of organization. Examples of structures include, without limitation, any pier, boat dock, boat ramp, wharf, dolphin, weir, boom, breakwater, bulkhead, revetment, riprap, jetty, artificial island, artificial reef, permanent mooring structure, power transmission line, permanently moored floating vessel, piling, aid to navigation, or any other manmade obstacle or obstruction. Tidal wetland: A tidal wetland is a jurisdictional wetland that is inundated by tidal waters. Tidal waters rise and fall in a predictable and measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end where the rise and fall of the water surface can no longer be practically measured in a predictable rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located channelward of the high tide line. 24 Tribal lands: Any lands title to which is either: 1) held in trust by the United States for the benefit of any Indian tribe or individual; or 2) held by any Indian tribe or individual subject to restrictions by the United States against alienation. Tribal rights: Those rights legally accruing to a tribe or tribes by virtue of inherent sovereign authority, unextinguished aboriginal title, treaty, statute, judicial decisions, executive order or agreement, and that give rise to legally enforceable remedies. Vegetated shallows: Vegetated shallows are special aquatic sites under the 404(b)(1) Guidelines. They are areas that are permanently inundated and under normal circumstances have rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of vascular rooted plants in freshwater systems. Waterbody: For purposes of the NWPs, a waterbody is a "water of the United States." If a wetland is adjacent to a waterbody determined to be a water of the United States, that waterbody and any adjacent wetlands are considered together as a single aquatic unit (see 33 CFR 328.4(c)(2)). REGIONAL CONDITIONS: The following Regional Conditions have been approved by the Wilmington District for the Nationwide Permits (NWPs) published in the January 13, 2021, Federal Register (86 FR 2744) announcing the reissuance of 12 existing (NWPs) and four new NWPs, as well as the reissuance of NWP general conditions and definitions with some modifications. A.EXCLUDED WATERS AND/OR AREAS The Corps has identified waters that will be excluded from the use of all NWP's during certain timeframes. These waters are: 1. Anadromous Fish Spawning Areas. Work in waters of the U.S. designated by either the North Carolina Division of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish spawning areas are prohibited from February 15th through June 30th, without prior written approval from the Corps and the appropriate wildlife agencies (NCDMF, NCWRC and/or the National Marine Fisheries Service (NMFS)). Work in waters of the U.S. designated by NCWRC as primary nursery areas in inland waters are prohibited from February 15th through September 30th, without prior written approval from the Corps and the appropriate wildlife agencies. Work in waters of the U.S. designated by NCDMF as primary nursery areas shall be coordinated with NCDMF prior to being authorized by this NWP. Coordination with NCDMF may result in a required construction moratorium during periods of significant biological productivity or critical life stages. 2. Trout Waters Moratorium. Work in waters of the U.S. in the designated trout watersheds of North Carolina are prohibited from October 15th through April 15th 25 without prior written approval from the NCWRC, or from the Eastern Band of Cherokee Indians (EBCI) Fisheries and Wildlife Management (FWM) office if the project is located on EBCI trust land. (See Section C.3. above for information on the designated trout watersheds). 3. Sturgeon Spawning Areas. No in-water work shall be conducted in waters of the U.S. designated by the National Marine Fisheries Service as Atlantic sturgeon critical habitat from February 1st through June 30th. No in-water work shall be conducted in waters of the U.S. in the Roanoke River designated as Atlantic sturgeon critical habitat from February 1 st through June 30th, and August 1 st through October 31 st, without prior written approval from NMFS. 4. Submerged Aquatic Vegetation. Impacts to Submerged Aquatic Vegetation (SAV) are not authorized by any NWP, except NWP 48, NWP 55 and NWP 56, unless Essential Fish Habitat (EFH) consultation has been completed pursuant to the Magnuson-Stevens Fisheries Conservation and Management Act (Magnuson-Stevens Act). Permittees shall submit a PCN (See NWP General Condition 32) to the District Engineer prior to commencing the activity if the project would affect SAV. The permittee may not begin work until notified by the Corps that the requirements of the Magnuson- Stevens Act have been satisfied and that the activity is verified. B. REGIONAL CONDITIONS APPLICABLE TO ALL NWP's 1. Critical Habitat in Western NC. For proposed activities within waters of the U.S. that require a Pre-Construction Notification (PCN) and are located in the thirteen counties listed below, permittees must provide a copy of the PCN to the U.S. Fish and Wildlife Service (USFWS), 160 Zillicoa Street, Asheville, North Carolina 28801 and the Corps Asheville Regulatory Field Office. Please see General Condition 18 for specific PCN requirements related to the Endangered Species Act and the below website for information on the location of designated critical habitat. Counties with tributaries that drain to designated critical habitat that require notification to the Asheville U.S. Fish and Wildlife Service: Avery, Cherokee, Graham, Haywood, Henderson, Jackson, Macon, Mecklenburg, Mitchell, Swain, Transylvania, Union and Yancey. Website and office addresses for Endangered Species Act Information: The Wilmington District has developed the following website for permittees which provides guidelines on how to review linked websites and maps in order to fulfill NWP General Condition 18 (Endangered Species) requirements: http://www.saw.usace.army.miI/Missions/RegulatoryPermitProgram/AgencyCoordinatio n/ESA.aspx. Permittees who do not have internet access may contact the appropriate U.S. Fish and Wildlife Service offices listed below or Corps at (910) 251-4850. 26 Below is a map of the USFWS Field Office Boundaries: ille Fi ice a g Off wor ar a Ra Fhern "nes and S oA`&e) Asheville U.S. Fish and Wildlife Service Office counties: All counties west of and including Anson, Stanly, Davidson, Forsythe and Stokes Counties. U.S. Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street Asheville, NC 28801 Telephone: (828) 258-3939 Raleigh U.S. Fish and Wildlife Service Office counties: All counties east of and including Richmond, Montgomery, Randolph, Guilford, and Rockingham Counties. U.S. Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Telephone: (919) 856-4520 2. Special Designation Waters. Prior to the use of any NWP that involves a discharge of dredged or fill material in any of the following identified waters and/or adjacent wetlands in North Carolina, permittees shall submit a PCN to the District Engineer prior to commencing the activity (see General Condition 32). The North Carolina waters and wetlands that require additional PCN requirements are: "Primary Nursery Areas" (PNA), including inland PNA, as designated by the North Carolina Marine Fisheries Commission and/or the North Carolina Wildlife Resources Commission. The definition of and designated PNA waters can be found in the North Carolina State Administrative Code at Title 15A, Subchapters 3R and 10C (15A NCAC 27 03R .0103; 15A NCAC 10C .0502; and 15A NCAC 10C .0503) and at the following web pages: • http://reports.oah.state.nc.us/ncac/title%2015a%20- %20environ mental%20guaIity/chapter%2003%20- %20marine%20fisheries/subchapter%20r/15a%20ncac%2003r%20.0103.pdf • http://reports.oah.state.nc.us/ncac/title%2015a%20- %20environmental%20quaIity/chapter%2010%20- %20wildlife%20resources%20and%20water%20safety/subchapter%20c/15a%20 ncac%2010c%20.0502.pdf • http://reports.oah.state.nc.us/ncac/title%2015a%20- %20environmental%20guaIity/chapter%2010%20- %20wildlife%20resources%20and%20water%20safety/subchapter%20c/15a%20 ncac%2010c%20.0503.pdf 3. Trout Waters. Prior to any discharge of dredge or fill material into streams, waterbodies or wetlands within the 294 designated trout watersheds of North Carolina, the permittee shall submit a PCN (see General Condition 32) to the District Engineer prior to commencing the activity. The permittee shall also provide a copy of the PCN to the appropriate NCWRC office, or to the EBCI FWM Office (if the project is located on EBCI trust land), to facilitate the determination of any potential impacts to designated Trout Waters. NCWRC and NC Trout Watersheds: NCWRC Counties that are entirely Counties that are Contact** within Trout Watersheds* partially within Trout Watersheds* Mountain Alleghany Jackson Burke McDowell Coordinator Ashe Macon Buncombe Mitchell 645 Fish Avery Swain Caldwell Polk Hatchery Graham Transylvania Cherokee Rutherford Rd., Building Haywood Watauga Clay Surry B Henderson Wilkes Marion, NC Madison Yancey 28752 828-803- 6054 For NCDOT Projects: NCDOT Coordinator 28 12275 Swift Rd. Oakboro, NC 28129 704-984- 1070 EBCI Counties that are within Contact** Trout Watersheds* Office of Qualla Boundary and non- Natural contiguous tracts of trust Resources land located in portions of P.O. Box 1747, Swain, Jackson, Haywood, Cherokee, NC Graham and Cherokee 28719 Counties. (828) 359-6113 *NOTE: To determine PCN requirements, contact the Corps Asheville Regulatory Field Office at (828) 271-7980 or view maps showing trout watersheds in each County at the following webpage: http://www.saw.usace.army.miI/Missions/Regulatory-Permit-Program/Agency- Coord i nation/Trout/. **If a project is located on EBCI trust land, submit the PCN in accordance with Regional Condition C.16. Contact the Corps Asheville Regulatory Field Office at (828) 271-7980 with questions. 4. Western NC Waters and Corridors. The permittee shall submit a PCN (see General Condition 32) to the District Engineer prior to commencing the activity in waters of the U.S. if the activity will occur within any of the following identified waters in western North Carolina, within 0.5 mile on either side of these waters, or within 0.75 mile of the Little Tennessee River, as measured from the top of the bank of the respective water (i.e., river, stream, or creek): Brasstown Creek Burningtown Creek Cane River Caney Fork Cartoogechaye Creek Chattooga River Cheoah River Cowee Creek Cullasaja River Deep Creek 29 Ellijay Creek French Broad River Garden Creek Hiwassee River Hominy Creek lotla Creek Little Tennessee River (within the river or within 0.75 mile on either side of this river) Nantahala River Nolichucky River North Fork French Broad River North Toe River Nottley River Oconaluftee River (portion not located on trust/EBCI land) Peachtree Creek Shooting Creek Snowbird Creek South Toe River Stecoah Creek Swannanoa River Sweetwater Creek Tuckasegee River (also spelled Tuckaseegee or Tuckaseigee) Valley River Watauga Creek Watauga River Wayah Creek West Fork French Broad River To determine PCN requirements, contact the Corps Asheville Regulatory Field Office at (828) 271-7980 or view maps for all corridors at the following webpage: http://www.saw.usace.army.miI/Missions/Regulatory-Permit-Program/Agency- Coordination/Designated-Special-Waters.aspx . 5. Limitation of Loss of Stream Bed. NWPs may not be used for activities that may result in the loss of more than 0.05 acres of stream bed, except for NWP 32. 6. Pre-Construction Notification for Loss of Stream Bed Exceeding 0.02 acres. The permittee shall submit a PCN to the District Engineer prior to commencing the activity (see General Condition 32) prior to the use of any NWP for any activity that results in the loss of more than 0.02 acres of stream bed. This applies to NWPs that do not have PCN requirements as well as those NWPs that require a PCN. 7. Mitigation for Loss of Stream Bed. For any NWP that results in a loss of more than 0.02 acres of stream bed, the permittee shall provide a mitigation proposal to compensate for more than minimal individual and cumulative adverse impacts to the aquatic environment, unless the District Engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse 30 effects of the proposed activity are minimal. For stream bed losses of 0.02 acres or less that require a PCN, the District Engineer may determine, on a case-by-case basis, that compensatory mitigation is required to ensure that the activity results in minimal adverse effect on the aquatic environment. 8. Riprap. For all NWPs that allow for the use of riprap material for bank stabilization, the following conditions shall be applied: a. Filter cloth must be placed underneath the riprap as an additional requirement of its use in North Carolina waters. The placement of filter fabric is not required if the riprap will be pushed or "keyed" into the bank of the waterbody. A waiver from the specifications in this Regional Condition must be requested in writing. b. Riprap shall be placed only on the stream banks, or, if it is necessary to be placed in the stream bed, the finished top elevation of the riprap should not exceed that of the original stream bed. 9. Culvert Placement. For all NWPs that allow for culvert placement, the following conditions shall be applied: a. For all NWPs that involve the construction/installation of culverts, measures shall be included in the construction/installation that will promote the safe passage of fish and other aquatic organisms Placement of culverts and other structures in streams shall be below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter for culverts having a diameter less than or equal to 48 inches. If the culvert outlet is submerged within a pool or scour hole and designed to provide for aquatic passage, then culvert burial into the streambed is not required. Culvert burial is not required for structures less than 72 inch diameter/width, where the slope of the culvert will be greater than 2.5%, provided that all alternative options for flattening the slope have been investigated and aquatic life movement/connectivity has been provided when possible (e.g., rock ladders, cross vanes, sills, baffles etc.). Culvert burial is not required when bedrock is present in culvert locations. Installation of culverts in wetlands shall ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. When roadways, causeways, or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges shall be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in destabilization of streams or wetlands. 31 i Circular Culvert Rise Streambed (Diameter) Material V t 12 Inches r —Invert A waiver from the depth specifications in this condition may be requested, in writing, by the permittee and issued by the Corp. This waiver request must be specific as to the reasons(s) for the request. The waiver will be issued if it can be demonstrated that the proposed design would result in less impacts to the aquatic environment. Culverts placed across wetland fills purely for the purposes of equalizing surface water do not have to be buried, but the culverts must be of adequate size and/or number to ensure unrestricted transmission of water. b. Bank-full flows (or less) shall be accommodated through maintenance of the existing bank-full channel cross sectional area. Additional culverts or culvert barrels at such crossings shall be allowed only to receive bank-full flows. Approach Fin Roadway Culvert buried Bank&n belowstreambed - - - - - to appropriate depth(if required). Baffle/ Stream Block-ape Bottom c. Culverts shall be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of the stream above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing the depth of the stream in connection with the construction activity. The width, height, and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. If the width of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes, baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and additional culverts/pipes shall be installed such that they receive only flows above bankfull. 32 10. Utility Lines. For all NWPs that allow for the construction and installation of utility lines, the following conditions shall be applied: a. Utility lines consisting of aerial electric power transmission lines crossing navigable waters of the U.S. (which are defined at 33 CFR part 329) must comply with the applicable minimum clearances specified in 33 CFR 322.5(i). b. The work area authorized by this permit, including temporary and/or permanent fills, will be minimized to the greatest extent practicable. Justification for work corridors exceeding forty (40) feet in width is required and will be based on pipeline diameter and length, size of equipment required to construct the utility line, and other construction information deemed necessary to support the request. The permittee is required to provide this information to the Corps with the initial PCN package. c. A plan to restore and re-vegetate wetland areas cleared for construction must be submitted with the required PCN. Cleared wetland areas shall be re-vegetated, as appropriate, with species of canopy, shrub, and herbaceous species. The permittee shall not use fescue grass or any other species identified as invasive or exotic species by the NC Native Plant Society (NCNPS): https://ncwiIdfIower.org/invasive-exotic- species-list/. d. Any permanently maintained corridor along the utility right of way within forested wetlands shall be considered a loss of aquatic function. A compensatory mitigation plan will be required for all such impacts associated with the requested activity if the activity requires a PCN and the cumulative total of permanent conversion of forested wetlands exceeds 0.1 acres, unless the District Engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse effects of the proposed activity are minimal. Where permanently maintained corridor within forested wetlands is 0.1 acres or less, the District Engineer may determine, on a case-by-case basis, that compensatory mitigation is required to ensure that the activity results in minimal adverse effects on the aquatic environment. e. When directional boring or horizontal directional drilling (HDD) under waters of the U.S., including wetlands, permittees shall closely monitor the project for hydraulic fracturing or "fracking." Any discharge from hydraulic fracturing or "fracking" into waters of the U.S., including wetlands, shall be reported to the appropriate Corps Regulatory Field Office within 48 hours. Restoration and/or compensatory mitigation may be required as a result of any unintended discharges. 11. Temporary Access Fills. The permittee shall submit a PCN to the District Engineer prior to commencing the activity if the activity will involve the discharge of dredged or fill material into more than 0.1 acres of wetlands or 0.02 acres of stream channel for the construction of temporary access fills and/or temporary road crossings. The PCN must 33 include a restoration plan that thoroughly describes how all temporary fills will be removed, how pre-project conditions will be restored, and include a timetable for all restoration activities. 12. Federal Navigation Channel Setbacks. Authorized structures and fills located in or adjacent to Federally authorized waterways must be constructed in accordance with the latest setback criteria established by the Wilmington District Engineer. You may review the setback policy at http://www.saw.usace.army.miI/Missions/Navigation/Setbacks.aspx. This general permit does not authorize the construction of hardened or permanently fixed structures within the Federally Authorized Channel Setback, unless the activity is approved by the Corps. The permittee shall submit a PCN (see General Condition 32) to the District Engineer to obtain a written verification prior to the construction of any structures or fills within the Federally Authorized Channel Setback. 13. Northern Long-eared Bat — Endangered Species Act Compliance The Wilmington District, U.S. Army Corps of Engineers has consulted with the United States Fish and Wildlife Service (USFWS) in regard to the threatened Northern long- eared bat (NLEB) (Myotis septentrionalis) and Standard Local Operating Procedures for Endangered Species (SLOPES) have been approved by the Corps and the USFWS. This condition concerns effects to the NLEB only and does not address effects to other federally listed species and/or federally designated critical habitat. A. Procedures when the Corps is the lead federal* agency for a project: The permittee must comply with (1) and (2) below when: • the project is located in the western 41 counties of North Carolina, to include non- federal aid North Carolina Department of Transportation (NCDOT) projects, OR; • the project is located in the 59 eastern counties of North Carolina and is a non- NCDOT project. *Generally, if a project is located on private property or on non-federal land, and the project is not being funded by a federal entity, the Corps will be the lead federal agency due to the requirement to obtain Department of the Army authorization to impact waters of the U.S. If the project is located on federal land, contact the Corps to determine the lead federal agency. (1) A permittee using an NWP must check to see if their project is located in the range of the NLEB by using the following website: http://www.fws.gov/midwest/endangered/mammals/nleb/pdf/WNSZone.pdf. If the project is within the range of the NLEB, or if the project includes percussive activities (e.g., blasting, pile driving, etc.), the permittee is then required to check the appropriate website in the paragraph below to discover if their project: 34 • is located in a 12-digit Hydrologic Unit Code area ("red HUC" - shown as red areas on the map), AND/OR; • involves percussive activities within 0.25 mile of a red HUC. Red HUC maps - for the western 41 counties in NC (covered by the Asheville Ecological Services Field Office), check the project location against the electronic maps found at: http://www.fws.gov/asheville/htmis/project review/NLEB in WNC.html. For the eastern 59 counties in NC (covered by the Raleigh Ecological Services Field Office), check the project location against the electronic maps found at: https://www.fws.gov/raleigh/NLEB RFO.html. (2) A permittee must submit a PCN to the District Engineer, and receive written verification from the District Engineer, prior to commencing the activity, if the activity will involve aany of the following: • tree clearing/removal and/or, construction/installation of wind turbines in a red HUC, AND/OR; . bridge removal or maintenance, unless the bridge has been inspected and there is no evidence of bat use, (applies anywhere in the range of the NLEB), AND/OR: . percussive activities in a red HUC, or within 0.25 mile of a red HUC. The permittee may proceed with the activity without submitting a PCN to either the Corps or the USFWS, provided the activity complies with all applicable NWP terms and general and regional conditions, if the permittee's review under A.(1) and A.(2) above shows that the project is: . located outside of a red HUC (and there are no percussive activities), and the activity will NOT include bridge removal or maintenance, unless the bridge has been inspected and there is no evidence of bat use, OR; . located outside of a red HUC and there are percussive activities, but the percussive activities will not occur within 0.25-mile of a red HUC boundary, and the activity will NOT include bridge removal or maintenance, unless the bridge has been inspected and there is no evidence of bat use, OR; . located in a red HUC, but the activity will NOT include tree clearing/removal; construction/installation of wind turbines; bridge removal or maintenance, unless the bridge has been inspected and there is no evidence of bat use, and/or; any percussive activities. B. Procedures when the USACE is not the lead federal agency: For projects where another federal agency is the lead federal agency - if that other federal agency has completed project-specific ESA Section 7(a)(2) consultation for the NLEB, and has (1) determined that the project would not cause prohibited incidental take of the NLEB, and (2) completed coordination/consultation that is required by the USFWS (per the directions on the respective USFWS office's website), that project may 35 proceed without PCN to either the USACE or the USFWS, provided all General and Regional Permit Conditions are met. The NLEB SLOPES can be viewed on the USACE website at: http://www.saw.usace.army.miI/Missions/Regulatory-Permit-Program/Agency- Coordination/ESA/. Permittees who do not have internet access may contact the USACE at (910) 251- 4633. 14. West Indian Manatee Protection. In order to protect the endangered West Indian manatee (Trichechus manatus) the Permittee shall implement the USFWS' Manatee Guidelines, and strictly adhere to all requirements therein. The guidelines can be found at https://www.fws.gov/raleigh/pdfs/ManateeGuidelines20l7.pdf. 15. ESA Programmatic Biological Opinions. The Wilmington District, USFWS, NCDOT, and the FHWA have conducted programmatic Section 7(a)(2) consultation for a number of federally listed species and designated critical habitat (DCH), and programmatic consultation concerning other federally listed species and/or DCH may occur in the future. The result of completed programmatic consultation is a Programmatic Biological Opinion (PBO) issued by the USFWS. These PBOs contain mandatory terms and conditions to implement the reasonable and prudent measures that are associated with "incidental take" of whichever species or critical habitat is covered by a specific PBO. Authorization under NWPs is conditional upon the permittee's compliance with all the mandatory terms and conditions associated with incidental take of the applicable PBO (or PBOs), which are incorporated by reference in the NWPs. Failure to comply with the terms and conditions associated with incidental take of an applicable PBO, where a take of the federally listed species occurs, would constitute an unauthorized take by the permittee, and would also constitute permittee non-compliance with the authorization under the NWPs. If the terms and conditions of a specific PBO (or PBOs) apply to a project, the Corps will include this/these requirements in any NWP verification that may be issued for a project. For an activity/project that does not require a PCN, the terms and conditions of the applicable PBO(s) also apply to that non-notifying activity/project. The USFWS is the appropriate authority to determine compliance with the terms and conditions of its PBO and the ESA. All PBOs can be found on our website at: https://www.saw.usace.armV.miI/Missions/Regulatory-Permit-Program/Agency- Coordination/ESA/. 16. Work on Eastern Band of Cherokee Land. Notifying NWPs - All PCNs submitted for activities in waters of the U.S. on Eastern Band of Cherokee Indians (EBCI) trust land (i.e., Qualla Boundary and non- contiguous tracts of trust land located in portions of Swain, Jackson, Haywood, Graham and Cherokee Counties), must comply with the requirements of the latest MOU between the Wilmington District and the EBCI. Non-notifying NWPs - Prior to the use of any non-notifying NWP for activities in 36 waters of the U.S. on EBCI trust land (i.e., Qualla Boundary and non-contiguous tracts of trust land located in portions of Swain, Jackson, Haywood, Graham and Cherokee Counties), all prospective permittees must comply with the requirements of the latest MOU between the Wilmington District and the EBCI; this includes coordinating the proposed project with the EBCI Natural Resources Program and obtaining a Tribal Approval Letter from the Tribe. The EBCI MOU can be found at the following URL: http://saw- reg.usace.army.mil/FO/Final-MOU-EBCI-USACE.pdf 17. Sedimentation and Erosion Control Structures and Measures All PCNs will identify and describe sedimentation and erosion control structures and measures proposed for placement in waters of the U.S. The structures and measures should be depicted on maps, surveys or drawings showing location and impacts to jurisdictional wetlands and streams. C. REGIONAL CONDITIONS APPLICABLE TO NWP 39 a. Discharges in streams and wetlands for stormwater management facilities are prohibited under this NWP. b. Discharges of dredged or fill material into waters of the U.S., including wetlands, within the floodway* or mapped FEMA 100-year floodplain resulting in permanent above-grade fills are not authorized by this NWP. * NOTE: Floodway means the area designated and/or regulated by Federal, State, or local requirements to provide for the discharge of the base flood so the cumulative increase in water surface elevation is no more than a designated height identified by the regulating entity within the 100-year floodplain. D.SECTION 401 WATER QUALITY CERTIFICATION (WQC) AND/OR COASTAL ZONE MANAGEMENT ACT (CZMA) CONSISTENCY DETERMINATION SUMMARY AND APPLICABLE CONDITIONS The CZMA Consistency Determination and all Water Quality Certifications for the NWPs can be found at: https://www.saw.usace.army.miI/Missions/Regulatory-Permit- Program/Permits/2017-Nationwide-Permits/ 37 �� � DEPARTMENT OF THE ARMY U.S.ARMY CORPS OF ENGINEERS,WILMINGTON DISTRICT +- WILMINGTON REGULATORY OFFICE 69 DARLINGTON AVENUE WILMINGTON NORTH CAROLINA 28403 May 13, 2024 Regulatory Division Wilmington District Raleigh Regulatory Office NC Dept of Environmental Quality SAW-2022-01001 Sep 24 2024 Raleigh Regional Office Mark Strickland Wake County Board of Education 111 Corning Road, Suite 190 Cary, North Carolina 27518 Via Email: mrstrickland@wcpss.net Dear Mark Strickland: This letter is in response to the Pre-Construction Notification (PCN) you submitted to the Wilmington District, Raleigh Regulatory Office on February 22, 2024, for a Department of the Army Nationwide permit (NWP) verification. This project has been assigned the file number SAW-2022-01001 and is known as Swift Creek Elementary School / 5701 Tryon Road / Raleigh NC / Wake County. This file number should be referenced in all correspondence concerning this project. A review of the information provided indicates that the proposed work would include the construction of an elementary school. Permanent impacts are authorized for W2 (0.005 acre) for fill. Permanent impacts are authorized for S1 with 69 linear feet (138 sqft) for fill. The project/review area is located at 5701 Tryon Road, at Latitude 35.74346 and Longitude -78.73416; in Raleigh, Wake County, North Carolina. We have determined that the proposed work is authorized by Nationwide 39: Commercial Development pursuant to authorities under Section 404 of the Clean Water Act (33 U.S.C. § 1344). The proposed work must be accomplished in strict accordance with the general permit conditions, any regional conditions, the special conditions listed in this letter, the application materials, and the enclosed plans. If the extent of the project area and/or nature of the authorized impacts to waters are modified, a revised PCN must be submitted to this office for written approval before work is initiated. Any violation of permit conditions or deviation from your submitted plans may subject the permittee to enforcement action. This verification is valid until March 15, 2026, unless prior to this date the subject NWP(s) is suspended, revoked, or is modified such that the activity no longer complies with the terms and conditions of this NWP. If you commence or are under contract to commence this activity before the date that the relevant NWP is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. Project Specific Special Conditions: 1. Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the site. On September 14, 2022, the USFWS published a proposal in the Federal Register to list the tricolored bat as endangered under the Endangered Species Act (ESA). The permittee understands and agrees that all work associated with the clearing and removal of trees and removal or modification of culverts must be completed prior to the effective date of the final listing in the Federal Register. Work associated with the aforementioned activities not completed by that time must cease and the permittee must contact the Corps' Lyle Phillips to determine if additional coordination with the United States Fish and Wildlife Service is required under Section 7 of the Endangered Species Act prior to continuing work. This NWP verification does not preclude the necessity to obtain any other Federal, State, or local permits, licenses, and/or certifications, which may be required. If you have any questions related to this verification or have issues accessing documents referenced in this letter, please contact Alexi Archer, PM of the Technical Regional Execution Center on behalf of the Raleigh Regulatory Office at (912) 837- 9860, by mail at 100 West Oglethorpe St., Savannah, GA 31401, or by email at Cristin.A.Archer@usace.army.mi1. If you have any questions related to follow-up actions associated with this permit, such as compliance inspections, please contact Lyle Phillips, PM of the Raleigh Regulatory Office at (919) 588-9200, by mail at 3331 Heritage Trade Drive, Suite 105, Wake Forest, North Carolina 27587, or by email at George.L.Phillips@usace.army.mil. Please take a moment to complete our customer satisfaction survey located at https://regulatory.ops.usace.army.mil/customerservicesurvey/. Sincerely, lvy� Christopher Hopper SAW Team Liaison Enclosures Cc (w/enclosures) Ashley Bentz, S&ME, Inc (via abentz@smeinc.com) General Conditions (33 CFR PART 320-330): 1. The time limit for completing the work authorized ends on March 15, 2026. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity, or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature of the new owner as detailed in General Condition 29 of the attached permit and forward a copy to this office to validate the transfer of this authorization. 5. You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. NC Dept of Environmental Quality Sep 24 2024 Raleigh Regional Office Compliance Certification Form Action ID Number: SAW-2022-01001 County: Wake Permittee: Wake County Board of Education, Mark Strickland Project Name: Swift Creek Elementary School / 5701 Tryon Road / Raleigh NC / Wake County Date Verification Issued: 5/13/2024 Project Manager: Alexi Archer Upon completion OR Within 10 days of completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS Wilmington District Attn: Lyle Phillips Raleigh Regulatory Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Or George.L.PhiIIips@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. hereby certify that the work, and mitigation (if applicable), authorized by the above referenced permit has been completed in accordance with the terms and conditions of the said permit including any general or specific conditions. Date Authorized Work Started: Completed: Describe any deviations from permit (attach drawing(s) depicting the deviations): *Note: The description of any deviations on this form does not constitute approval by the Corps. Signature of Permittee Date r---------------------------------------------------------------- ------- -------------------- - - -- i-----, I-- y 1 ---- - _�� PAS ING SLOPE -� „w 1 may_ EXISTING s zozo vc otss] - 1 - TRYON ROAD ----------- ,I oF a -� CARPOOL �� --- -�- P I m« 1 [y&NABLE WIDTH PUBLIC R W a '- - ----- v / ENTRANCE/EXIT --- In W_--- I 1 i EXISTING SLOPE 3 0 I TING OVER H - - EASEMENT-BM - -- _ 1 ii2 I +- F��UARNT�TJ}I[Iry 2020,PG 01557 tCassEASEMENT w z O 1 _� 30'STREETSCAPE �? 1 EXISTING SLOPE W W _ EXI---- STING 30'STREETSCAPE I r 1 €O 1 EL CTRII L ILITY 2020,PG 01557 w-� _ -- EASEMENT UT - -- I B 1 SITE LEGEND Wake County SIGN---- E 1- r 0 STREETSCAPE YARD EGHTS Public School i---------R IN J� �,-- r r - _- -�-- _ __ I, l3 i IEXISTING _ LIGHT POLE / STORMWATER ~ --- \ I I � � � �'I 1 ,y , \\ EASEMENT ENTRY FEAOO BB �-�� - - II I I 1 System PERMITTED UNDER -�- I , I 1 POWER POLE SEPARATE COVER STACKING LANE \\ I I ; y TRAFFIC DIRECTIONAL ARROW 1 1 II CEN ERLINE'A': - 1 _ 93] I I p I Q I 1 ACC ACCESSIBLE PARKING STALL 1 /,---- RETAIMNG WALL#1 - I D I 1 N/F -__ DESIGN BY LYNCH MYKINS EXISTING LANDSCAPE STACKING LANE I A I I I VAN VAN ACCESSIBLE PARKING STALL E COUNTY BOARD OF EDUCATION �� `t CREEK ELEMENTARY SCHOOL EASEMENT(US 1]46B, RETAINING WALL#3- �� CENTERLINE'B'; M �I ; O 1 PG 1418-1431) DESIGN BY LYNCH MYKINS 90 LF XX PARKING SPACE COUNT D.B.13625,PG.1724 �� FIT 1 D.B.17377,PG.1227 9 / I I 1 RETAINING WALL#2- _ _ �O I 1 D.B.11141,PG,465 DESIGN BY LYNCH MYKI / \ \_ _ , C I 1 ACCESSIBLE RAMPS B.M.2019,PG.327 J \ CARPOOL LOOP _-;'� I O B.M.2020,PG.1557 / / ---_- / I 1 TYPE TYPE TYPE C 1 / \ TREE PROTECTION FENCE \- -� I I 2 ® ® O SEE:D.B.15910,PG.386 BB � O Z 1 SEE:D.B.17468,PG.1118 1 ( \ OY - SCM P I 1 �I \ CHAMPION TREE:42' /��m-�� ` - MAINTENANCEI C z 1 -- PROPERTY LINE SEE:D.B.17577,PG.1797 1 `�' / WILLOW OAK \ ------- I EASEMENT C: PIN:W72859]67 I N/F \ \ / �� \�,�CHAMPION TREE BIORETENTION II = 1 ___ 434 FAYETTEVILLE STREET SUITE 1700 ZONING:R-IOW BEE SAFE CAMPBELL ROAD,LLC / N CRITICAL ROOT SCM'A' �I =--__ I I P1 I RIGHT-OF-WAY LINE ACRES:15.578 ACRES27601 9 _ I I O ZONE I I I I 1 __ __ D.B.17404,PG,552 I RA 19.82 NORTH CAR X.919INA 829.2 / I I I 1 I l III O LOT LINE TEL.919.829.2730 FAX.919.829.2700 B.O.M.1995,PG.12 - ry _ �� �11 PIN-0772863165 A ` 1\11 I a ( F JII D I Z 1 EASEMENT LINE WWW.LS3P.COM 1 ZONING:GCCU " ` \ r� I 4 i li ( 1 I IJll 0 I Q 1 - CENTERLINE Q 1 - ORNAMENTAL FENCE 1 _ I ll II T LEICRZ DISTURB C[ -x CHAIN LINK FENCE 13.04ANCE 0 j 1GRASSY PLAY " I�� � Tv � LIMITS OF DISTURBANCE TREE PROTECTION FENCE 1 1 9 III I �l EXISTING OVER EAD LOCPROPOSED -' \Iw D 20'CARY EEASEMEINTL 1 1 4 UTILITY AND I PIPELINE / BIKE RACKS _ \ MCADAMS D 1 1 ^ EASEMENT - Ills 1 I 1 �I J p �l 1 1 PROPOSED PRIVATE y++ UTILITY EASEMENT I v A�i CA 1 HROUGH BEE SAFE I 5 PROPOSED 120' 1 Q�`'p'ND T , PARCEL(TOWN OF I CARY UTILITY O Y "�' CARY UTILITY AND I I ^ n E F F AND PIPELINE a 7 PIPELINE EASEMENT TO I III l EASEMENT I = \ �; BE ABANDONED) I _ SWIFT CREEK ELEMENTARY SCHOOL I g, I I �*,"41 ~ *- STAFF AND BUS l 1 G m _ ENTRANCE/EXIT . _ I20 TYPE ______ IZ HALEY MANN -B�BU BfESANDERS II x-, x-x-x-x ___ FIRE INNS { W 1 ELECPERMIss w.wwos AN oocuM D.PRINTED OR 1 COPYRIGHTM21ALLRIGHTSRE I, O 1 \ ; NOT BE REPRODUCED Iry ANY FOR SHOUT WX_ CABLE TRUST ON FROM LF3P ASSOCIATES UPID DPBN271 PG.363 t WNUARY 23,2004 --- 2884991 �I A A I II I I' i � u III 1 9312,PG.466 --- ory wc:-aw 1 �__ __-_ }da�I �1ialf I<EM RY PER B O.M 1997 O R21601 \\ _ __ 10772866148 1 ---- O \ 1 WING:R-40W BUS DROP-OFF PE LAWN 104 ACRES �134=4-FT------ -------------------- ---- - 9 / \\ --------- ----- ------------ \ --\I - --- ----- 1 \ RETAINING WALL#4- Q DESIGN BY LYNCH MYKINS '9� Q N/F O m I TITUS LEON BROWN& I 4 I EXISTING VERHEAD AMES R.BROWN I ¢ \. ELECTRICA UTILITY 1 �� C 1 Z J= DB.12136.PG.1362 ¢¢II SEMENT J F B.O.M 1997,PG.2160 I V 1 n W p PIN:0772854747 1 W a 3 ZONING'R-40W 1 GRASSY PLAY ,O \1 Z ZO 11'1I` SCREED WALL 1 QON Q L I LOADING0 AND I DESIGNED B$�HT (J K I SERVICE AREA I I I SCM MAINTENANCE I N ¢If \ - 1 > EASEMENT 1 allll i li i � � IIIIIIIIII i I E 1 1 BUS yf ti I \� + 1 C5 1 , GATE IL 3 /' /• 40'TYPE'A'BUFFER\ L\ 1 GENERAL SITE PLAN NOTES: 15.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND ,0 / ALL LOCAL,STATE,AND FEDERAL AGENCIES AND REGULATIONS. CV L_____ __ ` _I RI \ \ 1 THECONTRAR NOTIFY HIMILOSAS AD WITH THE INFORM SON 1 AND/ORLANDSCAPE ER 1 -_- \ COUNTARCHI UCT/CT NSTALL/YHIM/HE ELEMENTS ADDITIONAL INFORMATION IS NEEDED TO PROPERLY 6.CONTRACTORSHALL CONSTRUCT THE PUBLIC FROM CONSTRUCTION AREAS AND ASSOCIATED O U CONSTRUCT/INSTALL/BUILD ELEMENTS DEPICTED HEREIN. ACTIVITY DURING CONSTRUCTION. ` z 1 N/F O & 1 2, THECONTRACTORSHALL PERFORM HIS/HER OWN INVESTIGATIONS TO THE EXTENT NECESSARY 17.DIGIT AL BASE FILE SHALL BE MADE AVAILABLE FOR USE INFIELD LOCATION OF ELEMENTS AND TITUS LEONBROWN& II N/F \ TO DETERMINE EFFECTS OF SUB-SURFACE CONDITIONS ON WORK AND SHALL BID AND 51TEFEATURES.ANY HARDCOPV INFORMATION THAT CONFLICTS SHALL BE BROUGHT TO L f 1 (D N UDY C.BROWN 6 EXCHANGE CLUB OF 1 CONSTRUCT WORK IN ACCORDANCE WITH FINDINGS. OWNER'S REP AND/ORLANDSCAPE ARCHITECT'S ATTENTION. V 1 D.B.1970,PG.078 6 6 k • SWIF CREEK TOWNSHIP \ 1 U N 1 PIN:0771/11101 D.B.14470,PG.667 1 3. TH ECONTRACTORSHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES 18.CONTRACTOR SHALLCOORDINATE CONDUIT LOCATIONS(I.E.IRRIGATION,ELECTRICAL,NATURAL W 1 ZONING:R-40W 40'TYPE'A'BUFFER �I /�{�;:;;�;;�;;�;;�;;.;..;... _n II •1 PIN:0772952656 PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. GAS ETC.)PRIOR TO CONCRETE INSTALLATION O / PG ZONING:R-40W / AN V DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRAC OR. 19.GRATES FOR YARD INLETS SHOULD MEET OR EXCEED A PEDESTRIAN RATING AS INDICATED BY r C UJ °V x PUMP STATION-DESIGN 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES AND DETAILS. /A i 7 O i I... I BY HIGHFILL. 1 UNUSUAL CONDITIONS TO OWNER'S REP.AND/OR LANDSCAPE ARCHITECT PRIOR TO V/ 1 CHAMPION TREE / -°�I11 x RE NNING WALL#5- 1 CONSTRUCTION. 20.FIRE LANES SHALL BE MARKED PER TOWN OF CARY STANDARD 3050-C -L a ZONE AL ROOT 9 I 4 DESIGN BY LYNCH MYKINS 5. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BV OTHER 21.ALL CONSTRUCTION SHALL CONFORM TO THE LATEST TOWN OF CARY AND/OR NCDOT • LL I/ -P�"d�"'I I 1 SU RFACES SHALL BE STABILIZED BY SEEDING,FERTILIZING,MULCHING,AND WATERING AS O O M STANDARDS AND SPECIFICATIONS. REQUIRED TO OBTAIN AN ACCEPTABLE GROUND COVER,UNLESS SPEC IFIEDOTHERWISE.ALL /1 f/7 --- / I I I d 1 AREAS THAT ARE DISTURBED BY CONSTRUCTION INSIDE OR OUTSIDE THE LIMITS OF WORK SHALL 22, ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. V ED J 1 -_- ` �+--1'� d BE REPAIRED,GRADED,AND GRASSED AT THE CONTRACTOR'S EXPENSE. CRZ DISTURBANCE I� -g1�=d4 1 23.0 CUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA)STANDARDS FOR EXCAVATIONS; A DATE DESCRIPTION 1,72% IB y- 1 6. SEE GRADING AND UTILITY SHEETS FOR ADDITIONAL GRADING AND DRAINAGE INFORMATION. FINAL RU LE 29CFR PART 1926,SUBPART"P"APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE(5) q / CHAMPION TREE:34" FEETIN DEPTH.EXCAVATION EXCEEDING TWENTY(20)FEET IN DEPTH REQUIRES THE DESIGN OF A 0 1013=3 REVISED PER TOO COMMENTS TULIP POPLAR IB • 1 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AND ALL AREAS TRENCH SAFETY SYSTEANBV A REGISTERED PROFESSIONAL ENGINEER,PROVIDED BY CONTRACTOR 03 t0130rz023 REVISED PER TOD COMMENTS _ WHICH ARE FIELD ADJUSTED DURING CONSTRUCTION. RESPONSIBLE FOR EXCAVATION. 03 01/15Y1034 REVISED PER NCDEO COMMENTS / la 8. CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE PAVER 04 OMM024 REVISED PER TOC COMMENTS B 1 �' I/ -/'{� GRASSY PLAY >t 24.EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL /,:: I I OR CONCRETE UNITS. HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION.THE \ S j LI 40'TYPE'A'BUFFER I CONTRAC ORSHALLWAIVEANYC AIM FOR ADDITIONAL COST RELATEDTO THE SUBSTITUTION CON TRACTOR SHALL STAKE ALL WALKS,HARDSCAPE AND OTHER PAVED AREAS TO BE COMPLETED I • I OF ALTERNATE EQUIPMENT. ..., l I -i I I I 1 • AND OBTAIN APPROVAL FROM OWNER'S REP.AND/OR LANDSCAPE ARCHITECT PRIOR TO N/F I �rII I CONSTRUCTION.ANY DISCREPANCIES AT BE FOR REPLVED ACEMENT TBY THE CONTRACTOR. ANY WORK 25.CONTRACTOR SHALL MAINTAIN AN"AS-BUILT"SET OF DRAWINGS TO RECORDTHEEXACT 1 BARBARA JEAN ROLLINS I/ 9v / PERFORMED WITHOUT IS AT RISK FOR REP ACEMENT BY THE CONTRACTOR. D.B.8992,PG.1616 �;;;;:. I I I LOCATION OF ALL PIPING OMPLTION O TO CONCEALMENT.WITH DRAWINGS SHALLTRANSMITTAL NSMI TO THE PIN:0772854496 till = 10.ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM OWNER'S REP.PRIOR TO ENGINEERUPON COMPLETION OFTHE PROJECT WITHACOPV OFTHE TRANSMI AL LE ERTO /':::':' THE OWNER. ZONING:R-40WCONSTRUCTION. 1 1 11.CONSTRUCT EXPANSION JOINTS WHERE WALKS MEET CURBS,STEPS,WALLS,FIXED SLABS OR 26.EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO Y/ O THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR I I VERTICAL STRUCTURES. RESPONSIBLE FOR THE DAMAGE. 12.TEMPORARY EROSION&SEDIMENT CONTROLS(SILT FENCES,ETC.)SHALL BE INSTALLED AT INLETS, / SCM MAINTENANCE _I NI Q I PIPES,AND LIMITS OF WORK AREAS WHERE SURFACE RUN-OFF OCCURS UNTIL SOIL STABILIZATION 27.THETRANSITION, ACTOR SHALL.THAOTE T THE DRAWINGS HE CONTACTOR SHOW SHALL OFFSET, EASEMENT _ YEN LING LIU AND W TRANSITION,FITTING,ETC.THAT MAYBE REQUIRED.THE CONTRACTOR SHALL INSTALL SUCH I CHIA TUNG N/F C[ I IS COMPLETE.SEE CIVIL DRAWINGS FOR SEDIMENTATION AND EROSION CONTROL INFORMATION. STANDARD APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS - - __ D.B.12084.PG.2434 FAY FRANKLIN JOHNSON Q I 13.SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION. DEPICTED ON THE PLANS. m 1 I I/ry _- I D.B 8396,PG.1450120'EASEMENT) I D.B.14687,PG.665 1 r IiI / O PIN:0772950373 1 PIN:0772952363 .CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE -- O 14.COCON TRACTOR SHALL MAINTAIN ALL GRASSED AREAS,INCLUDING REPAIR OF EROSION AREAS ZONING:RdOW ZONING:R-40W I APPROPRIATE UTILITY COMPANIES FOR ANY REQUIRED RELOCATION(I.E.POWER POLES, c I1 UNTIL GRASS HAS REACHED LEVEL OF FINAL ACCEPTANCE. O 1 TELEPHONE PEDESTALS,WATER METERS,ETC.). 0 N-EW PECOUNTYBOAROOT 1 EDU TON SWIFT CREEK ELEMENTARY 1 SCHOOL D.B. .I 1737I,PG.1227 DAS048.PG,465 B.M. 1 �/ ( I O 2019.PG.327CM.=.PG.1ss7SEe 1 D.S15910.PG.386SEED.B.1746-G. 1418SECO.S.1757ARG.1797PIN: 3 I ZONING;R-4 0772359767 ZONIow AREA:is 578 O ACRES , 1 1 1 1 ill I 1 A S I N/F \� t\ WELLAND SCM RI I 1 SHEET NAME: 1 GREGORY WILLIAM LUCIER 'B' D.B.1a318.Pc.127 :1:�� DEVELOPMENT PLAN CASE#23 DP 8842 1 PIN:0772854288 »I» s` 1 ZONING:R-40w `v I O 1 GRAPHIC SCALE A 1 I I =�i O OVERALL SITE PLAN O 1 1 mb 50 e. Oo 1 O 1 1 --- Oc� 8 0 I z 1 JAY M.H/UFFMAN - /! O -•0 • O • • • 1 I I SHEET: 1 D.B.2817,PG.101 40'TYPE'A'BUFFER --- 1 g PIN:0772855039 ZONING:R-40W NI _ N I I FANXIONG WEI AND --- 1 -------- --------- ----------------------------------L---------�GWGHYi iY911f�-------------------------__-- ----- -------------------- 1 PRELIMINARY DRAWING-NOT RELEASED FOR CONSTRUCTION C2e00 1 2 3 4 5 6 >�x„xwy r1I1 u ___-- ri-----------�---� ------�-- O -7------------- ---------------------------------S-N -------------- _+ XTIEI � -__-___ TRYON CARPOOL �+ABE P BLIC ENTRANCE/ET I I \ Q�u ' 1t+00 _ 30'STREETSCAPE `` EEASEMENTUTILIIV '"moo 30'STREETSCAPE I I I 1 SITE LEGEND __- E ' g _ , -A- -� �- YARD LIGHTS Public School F r 30 TYPE C h _ 1' STREETSCAPE� ~ J I 1 _ e County \\ 1`"- _-- T- ENTRY FEATURE � d - --------_ � LIGHT POLE TO 1� POWER POLE EDRANAGE PERMITTED UN System EXISTING N EASEMENT SEPARATE COVER RRR I ate= _ STACKING LANE 0 1 I 1 I �I I I � TRAFFIC DIRECTIONAL ARROW 937CENTERLINE'A'; '--- I 93]LF ACC/� N/F I /_ - RETAINING WALL#1 ACC ACCESSIBLE PARKING STALL E COUNTY BOARD OF EDUCATION DESIGN BY LYNCH MYKINS -P 4cREEKELEMERDOFWARY cHooL O q \; STACKING LANE //1� I I I VAN VAN ACCESSIBLE PARKING STALL RETAINING WALL 3- x'V CENTERLINE'B'; 'I 1 D.B.13625,PG.1724 DESIGN BY LYNCH MYKINS 90 LF I 1 X% PARKING SPACE COUNT 1 D.B.17377,PG.1227 I Cm 1 D,B.18048,PG.465 EXISTING LANDSCAPE RETAINING WALL#2- , , , � I + C �IIF ACCESSIBLE RAMPS 1 EASEMENT(DB iJ468, DESIGN BY LYNCH MYKI \- I I 1' I I 1 B.M.2019,PG.327 CARPOOL_LOOP I O PG 1418-1431) J \ , 1 B.M.1,11 PG.G,1 I I/I \_ fI LS p 1 SEE:D.B.15910,PG.366 / \ - - I � I I Y o 2�Z I ; TYPE® TYPE® TPE SEED. 17468,PG.1418 ( \ N-- SCM I _ I ■ T -�2 ACCESS =' C I I -- PROPERTY LINE 1 SEE:DB.17577,PG.1797 \ / N/ I \\ , -�------ I EASEMENT W z 1 PIN:01-19767 I N/F \ \ / BIORETENTION I III 0 I g 2 --- RIGHT-OF-WAY LINE 434 FAYETTEVILLE STREET SUITE 1700 1 ZONING:R-40W I BEE SAFE CAMPBELL ROAD,LLC 1 / F O SCM'A' ry ---__ I n I RALEIGH,NORTH CAROLINA 27601 ACRES:15.578 ACRES - �� / I I I, � I -- -- LOT LINE D.B.I7404,PG 552 1 / I I I Q I I 0 1 TEL.919.829.2730 FAX.919.829.2700 B.O.M.1995,PG.12 I I C Z EASEMENT LINE 1 PIN:077863165 1'\` k /� .�• 1 I II C D I* 1 WWW.L53P.COM 1 ZONING:GCCU G:t` \� y I ( i �J III - Q I Q 1 - CENTERLINE 1 I\ I I I I I Q I ORNAMENTAL FENCE " \�\ I K 1 -x-x-x-x- CHAIN LINK FENCE GRASS PLAY \ * e.e I P Q 1 e e LIMITS OF DISTURBANCE - 111 -+a-*P-+a- TREE PROTECTION FENCE I EXISTING UTILYJ ' EASEMENT �I 1 l ; McADAms Ilt 1 ' EXISTING IN I II 1 ' I LANDSCAPE EASEMENT J I I 11 l III II I s I b I II I I 1 5 V 20'CARY I I O Q.."W UTILITY I V• l PIPELINE I = n; I I I o EASEMENT ''�AND ��` a y / I {�-� SWIFT CREEK ELEMENTARY SCHOOL II II Y 1 I; 6 STAFF AND BUS 1 ENTRANCE/EXIT N T. 20'TYPE 0 1 2O l x x-x-x-x __�__________� 6 DRIVE- 1„ ttl� L m G 8 BUFFER _ - MAY 1 oPVRICHT o2tALLRICHTSREBERVED.PRHIS DR 1Z HALEY MANN N/F \ "-x FIRE LANE O _EASEMENT�Ii 1 NOT BE REPRODUCEDIIN ANY FORMWITHOUT WRITTEN 1GABLE TRUST B.r.SA SO p II�T 1 bNUARY 23,2004 -__ PERMISSION FROM_S3P ASSOCIATES M. DP 14.07-544099I l 1�11 l XITINGASEME TUIIUTY 1312,PG.466 --- zoN .- _____ __�__�_� l\ \ 1 l 1 10772866148 (GENE RY PER B O.M 199),PG.21601 \ ______ 6 111NG:R-40W °"� ��' BUS DROP-OFF \ I \ I PE LAWN I04 ACRES I m / �\ \ \11 ' �134=4-Fi- I �l ( \ \-�-\ 6 - -- -----� I - ----- -------------------- ----- - -'-- rL --------- ----- ----------- I -1 -'7- ' \ RETAINING WALL 1 Q OC DESIGN BY LYNCH MYKINS �p g 1 1 Q V N/F I 9R V 9 ' 1 �j I RUS LEER BROWN& 1 U d AMES R.BROWN Z J D.B.12136,PG.1362 O 1 g rn C 1 J= B O.M 1997,PG.2160 V~i W p PIN:0772854747 9 1 X m-- ZONING:R-40W 1 w d> GRASSY PLAY \t -L SC CHIII,WALL J 1 CO 9 -4"CHILLERS Z\ EG�+G:NG AREA DESIGNED\,98" SERVICE AREA 1 1 C SCM ACCESS C SS-^ 1 - - 1111111111 --- I \\ 1 1 LU /BUS I, I 3 • 40 TYPE A BUFFE y`� 1 ALL LOCAL, D FEDERAL AGENCIES AND REGULATIONS CONTRACT DOCUMENTS AND 1 I j['ATE U 1____L___ ----_ ______________--- _ _I R\\�'\ \ I GENERAL SITE PLAN NOTES: 5.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CO 1 \'L CAL,STATE,AN z e I � II______ __ /_ I \ � 1 1. THE CONTRACTOR SHALL WORK CLOSELY WITH THE OWNERS REP.AND/OR LANDSCAPE ` N --- _ ` J • \ y ARCHITECT AND NOTIFY HIM/HER AS ADDITIONAL INFORMATION IS NEEDED TO PROPERLY 6.CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION AREAS AND ASSOCIATED O C..) 1 ---- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ' CONSTRUCT/INSTALL/BUILD ELEMENTS DEPICTED HEREIN. ACTIVITY DURING CONSTRUCTION. `` Z N/F I �0 I \ 1 2. THE CONTRACTOR SHALL PERFORM HIS/HER OWN INVESTIGATIONS TO THE EXTENT NECESSARY 17.DIGITAL BASE FILE SHALL BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTSAND 1 O TITUS LEON BROWN& ■ IE 'I N/F \ I TO DETERMINE EFFECTS OF SUB-SURFACE CONDITIONS ON WORK AND SHALL BID AND SITEFEATURES.ANY HARDCOPY INFORMATION THAT CONFLICTS SHALL BE BROUGHT TO L /1 nJ 1 JUDY C.BROWN O EXCHANGE CLUB OF CONSTRUCT WORK IN ACCORDANCE WITH FINDINGS. V " o OWNER'S REP AND/OR LANDSCAPE ARCHITECT'S ATTENTION. O O 1 � D.B.1970,PG.078 ■ 9 � 6 e 3 I' O SWIFi CREEK TOWNSHIP -- \ $1 (V PIN:0772855602 1 D.B.14470.PG.667 1 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES 18.CONTRACTOR SHALL COORDINATE CONDUIT LOCATIONS(I.E.IRRIGATION,ELECTRICAL,NATURAL IO W 1 ZONING:R-40W ■ 40'TYPE'A'BUFFER / .:� I • PIN:0772952656 �, PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. GAS ETC.(PRIOR TO CONCRETE INSTALLATION IG • ZONING:R-40W / AN V DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. `` U ■ 1 / \ x j 2 / I 19.GRATES FOR YARD INLETS SHOULD MEET OR EXCEED A PEDESTRIAN RATING AS INDICATED BY O r C \ ■4 PUMP STATION-DESIGN I 4. CON TRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES AND DETAILS. /A i O ■ /,:,_:.,�' x ° .. BY HIGHFILL UNUSUAL CONDITIONS TO OWNER'S REP.AND/OR LANDSCAPE ARCHITECT PRIOR TO V� • I CONSTRUCTION. 20.FIRE LANES SHALL BE MARKED PER TOWN OF CARY STANDARD 3050-C Z 1 ■ I - £ RE AINING WALL#5- d DESIGN BY LYNCH MYKINS 5. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER 21.ALL CONSTRUCTION SHALL CONFORM TO THE LATEST TOWN OF CARY AND/OR NCDOT •� d SURF ACES SHALL BE STABILIZED BY SEEDING, FERTILIZING,MULCHING,AND WATERING AS STANDARDS AND SPECIFICATIONS. O ILE) M 1 I ----- ■ �, ./ I �tl1�� e��� • I REQUIREDTO OBTAIN AN ACCEPTABLE GROUND COVER,UNLESS SPECIFIED OTHERWISE.ALL /1 J --- ■ /p I • I I ���el m • I ARE AS THAT ARE DISTURBED BY CONSTRUCTION INSIDE OR OUTSIDE THE LIMITS OF WORK SHALL 22.ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. V 1 --- S BE REP AIRED,GRADED,AND GRASSED AT THE CONTRACTOR'S EXPENSE. -- ° • 1 ® 23.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA STANDARDS FOR E%CAVATIONS' ■ �JI,, / �` I .- M //- (OSHA) d DATE DESCRIPTION 1 (;: I • � 1 6. SEE GRADING AND UTILITY SHEETS FORADDITIONALGRADING AND DRAINAGE INFORMATION. FINALRULE 29CFR PART 1926,SUBPART"P"APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE(5) FEET IN DEPTH.EXCAVATION EXCEEDING TWENTY(20)FEET IN DEPTH REQUIRES THE DESIGN OF A 01 BI312023 REVISED PER TDC COMMENTS ■ I O i 1 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AND ALL AREAS TRENCH SAFETY SYSTEM BVAREGISTERED PROFESSIONAL ENGINEER,PROVIDED BY CONTRACTOR 02 10Y40f2 REVISED PER TOD COMMENTS % / I GRASSY PLAY • ) i // // ------; WHICH ARE FIELD ADJUSTED DURING CONSTRUCTION. RESPONSIBLE FOR EXCAVATION. 03 01/1EGKU REVISED PER NCOEO COMMENTS B F._ / I ■ 8. CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE PAVER 24.EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL ■ I O I I OR CONCRETE UNITS. /.: L : HAS BEEN 0 AND P FROMODUCT THE OWNER ER THAN N WRITINGHOSESP PRIOR TO ORDERING USED PRVIDEDLATION.THE 0 I9� 40'TYPE'A'BUFFER ■ CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION ■ I p� S. CON TRACTOR SHALL STAKE ALL WALKS,HARDSCAPE AND OTHER PAVED AREAS TO BE COMPLETED 1 I I I I ■ OF ALTERNATE EQUIPMENT. / � 1 AND OBTAIN APPROVAL FROM OWNER'S REP.AND/OR LANDSCAPE ARCHITECT PRIOR TO N■ y �„I I CONSTRUCTION.ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO CONSTRUCTION.ANVWORK 25.CONTRACTOR SHALL MAINTAIN AN"AS-BUILT"SET OF DRAWINGS TO RECORD THE EXACT B D.B. A JEAN 892M.16LLINS Ii • $�I ■ , I PERFORMED WITHOUT APPROVALIS AT RISK FOR REPLACEMENT BY THE CONTRACTOR. LOCATION OF ALL PIPING PRIOR TO CONCEALMENT.DRAWINGS SHALL BE GIVEN TO THE D.B.8992�',.1616 / NI EN G INEER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO PIN:0772854496 r i = I 10.ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM OWNER'S REP.PRIOR TO 1 APPROXIMATE INSET ZONING-40W / ■ F- 1 CONSTRUCTION. THEOWNER. 9 • I ■ O 1. CONSTRUCT EXPANSION JOINTS WHERE WALKS MEET CURBS,S STEPS,WALLS,FIXED SLABS OR 26.EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO SHOWN ON BUFFER ■ • THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR I ■ � I VERTICAL STRUCTURES. RESPONSIBLE FOR THE DAMAGE. 1 AND WETLAND ■ I ri l III o NI ■ 12.TEMPORARY EROSION&SEDIMENT CONTROLS(SILT FENCES,ETC.)SHALL BE INSTALLED AT INLETS, 27.THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, Q I PIPES,AND LIMITS OF WORK AREAS WHERE SURFACE RUN-OFF OCCURS UNTIL SOIL STABILIZATION I ___ YEN LING LIU AND LL TRANSITION,FITTING,ETC.THAT MAYBE REQUIRED.THE CONTRACTOR SHALL INSTALL SUCH 1 IMPACT MAP I CHIA TUNG ■ NIP C[ 1 IS COMPLETE.SEE CIVIL DRAWINGS FOR SEDIMENTATION AND EROSION CONTROL INFORMATION. STANDARD APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS 1 ■ III - _-_--'- - __ III • D.B.12084,PG.2434 FAY FRANKLIN JOHNSON Q 1 DEPICTED ON THE PLANS. D.B 8396,PG.1450(20'EASEMENT)■ I D.B.14687,PG.665 I 13.SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION. ■ 'il p 8 PIN:04`050373 1 PIN:0772952363 28.CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE IT CO TRACTOR SHALL MAINTAIN ALL GRASSED AREAS,INCLUDING REPAIR OF EROSION AREAS ZONING:R-40W ■ ZONING:R-40W I APPROPRIATE UTILITY COMPANIES FOR ANY REQUIRED RELOCATION(I.E.POWER POLES, ojn/ UNTIL GRASS HAS REACHED LEVEL OF FINAL ACCEPTANCE. ■ l 'Yy --_-_�� O 1 TELEPHONE PEDESTALS,WATER METERS,ETC.). 1 -- - _ 1 N/F HE WAKE COUNtt BOARo OF 1 1 -� •'_ x 9 O SOL ATONSWIFI CREW ELEMENTARY ■ 1 1 ■ I l I,' SCHOOL D.B. 1-5,PG.1724 D.B. I737I,PG.1227 D B. 180E8,PG.465 B.M. 1 1 , O 0 2019.PG.327B.M.XNK.PG.1557SEE: ■ ' 1 I ■ J \1�I C.B.15910.RS.WSEF:DF IZd68,PG, 1 1 I 14185EE:D.B.175]7,PG.1997 PIN: 1 3 1 ■ II ..I 0• • I 0128 5 9 71 1-1 : aow AREA:1s578 ■ III 1 I 0 ACRES 1 1 ■ I I I 1 1 oI :;I • • ;��I ■ 1 1 N/F •WELLANDSCM I ■ 1 SHEET NAME: 1 GREGORYWILLIAMLU� I \ B I I 1 DEVELOPMENT PLAN CASE#23-DP-8842 D.B.13318,PG.127 I �` ■ 1 PIN:0772854286■ O 1 ZONING:R-40W i�I 0 ■ 1 ■ I "' • --I I I GRAPHIC SCALE A 1 ■ ■ I 1 OVERALL SITE PLAN 0 ■ 1 I nch=50It 1 ■ {` / • 1 1 $ 1 �- ■ �. --i L" \- 0 1 1 I --- ■ TO- oo =_I O ■ 1 _ 8 • D.B.M.81H7,UPG,111 ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■O21YP■A'■1F1EN/F ::::: ■ ■ ■ • • O • ■ ■Z • ■ I ' SHEET: 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 g PIN:077855039 O 1 ZONING:R-40W N/F 1 N I 1 FAN%IONG WEI AND -- 6 -------- --------- ----------------------------------L---------IIIIPGWGHYi iYi9Yf�-----------------------____��----- -------------------- f PRELIMINARY DRAWING NOT RELEASED FOR CONSTRUCTION 1 2 3 4 5 6 I� �! J + BENCH N TEMPORARY ZONE 2 BUFFER IMPACT o� AREA 3,206 SF (0.07 AC) �� v�,��v -- v vv� I €o I IMPACT AREA LEGEND . .I. — �� � ,EXISTING CONCRETE, �� III. ~—~—~—~—~—~ FENCE, WALL, UTILITIES• � � -� � Wake County E I �s TO BE REMOVED FROM TEMPORARY ZONE 1 BUFFER IMPACT ��' 4_ I I r% Public School STREAM BUFFER (TYP.) AREA = 798 SF (0.02 AC) a PROPOSED LIMITS OF System —F- � � �\ 4ss �� / DISTURBANCE M Y I ------ — /,�. . . . .,: ! v/v NEUSE BUFFER ZONE 1 :::..:..:::..:..:::..:: TEMPORARY ZONE 1 BUFFER IMPACT yrl >o _— ///, AREA = 391 SF (0.01 AC) %', �' AS r'-------' _ - F I / r % �/� ------------ '.: ..... / I / /' -> )' % -- ---- --- -°-'� °�- �'�-"^-ten _gym 434 FAYETTEVILLE STREET SUITE 1700 _--_--_- I EXISTING .:.. .... '::,':.'.:':.':.':.- ... /+" \ / �' . . . . . . . . . . . . . . . . . . RALEIGH,NORTH CAROLINA 27601 / , / / \ i / / _-_-----� ___ _ TEL.919.829.2730 FAX.919.829.2700 STREAMS , \ —— ———___ ——— i www.LS3P.COM /. . . PERMANENT WETLAND IMPACT /> I L'. NEUSE BUFFER ZONE 2 / -------AREA = 210 SF (0.005 AC) /�i�� v _ . I EXISTINGLT �.v. 1 / I ZONE 1 NEUSE BUFFER — .:-, .. ..... ... . . . . SURVEYED WETLAND AREA MCADAMS I . y D :i:a. . . . EXISTING ZONE 2 NEUSE BUFFER / ':�':Y' ' ' ' ' ' ' '! / i / i I I-�I / TEMPORARY NEUSE ZONE 1 r/ i ... . ' • • •i i �,' /� i /��� ���i i / BUFFER IMPACT TOTAL AREA = 1,188 SF (0.03 AC) 9 AREA 82 SF 0.004 AC I I �i- CDPMDNT2�,ALL RIGHTS�IER1EDPRINTED DR _ i 9 — — ( ) I ELE TRDN�DRAwND�aNDDD AMEN aTDNNa. I .... .. / / / / /' LENGTH PERMANENT STREAM IMPACT I I I 6 � TEMPORARY NEUSE ZONE 2 N�TOEPERMISSION FROM IS3P ASSOCIATES ITO REPRGN'LP.n_FONMw,oN,wN EN I / I I BUFFER IMPACT . .. F.. .. .. .^ "9� // i i i r II61i J i AREA = 3,206 SF (0.07 AC) �I I II -- --- p 9II II I � ! ORARY NE U SE ZONE 2TEMP' -------- BUFFER IMPACT . . . . . . . . %I _ ---- _ Isi AREA = 3,039 SF (0.07 AC) +�+ --t-/— _-- ---- / I I PERMANENT WETLAND IMPACT TOTAL AREA = 210 SF (0.005 AC) - --_ LU co \ I7 __ -- --�_L.. . . . . • • x_ III i N i O z \ � Il I � I 4 : I ao. %I / \ \ �� � , ' PERMANENT STREAM IMPACT H s N PROPOSED v v A ( � Il TOTAL AREA = 182 SF (0.004 AC) TEMPORARY ZONE 2 BUFFER IMPACT �I v ! STORMWATER WETLAND v 1 \ 11e6 TOTAL LENGTH = 69 LF 0 F AREA = 3,039 SF (0.07 AC) i �`� vIv i ;Il I l i +� LU 0 w'o II' \ I li SURVEYED � r( ��s 'A 'A 0 0 cl U) WETLAND V♦ V♦ V AREA (NO Ie5 i d DATE DESCRIPTION 1 ! I I I I I 01 —021 REVISED PERTOCCOMMENTS I1A1 02 10A012021 REVISEDPERTOCCOMMENTS l' IMPACT) 01 01110I2024 REVISED PER NCDEOCOMMENTS 04 02I09/1-R-SEDPERTCCCOMMENT9 B --- r NC GRID(NAD83) 3 ....... GRAPHIC SCALE I � I I t . . . . . ��� i::::a(;:::�, I ! lesl I v PROPERTY LINE 0 10 20 40 �::.. ::I:::'::':I:::::':i'1. I v . . I 1 inch = 20 ft. I I�. . . . . . . - > :,1 .. I . . . . . F........... :I n II I a_•ti:•.1i:•ir::. ,P-!—„ A — SHEET NAME: 4 .:._ °I�— � \ o ���s I I DEVELOPMENT PLAN CASE#23 DP 8842 — — — - --�-�-4, m _\ 1 - TI ___ - - --r I \ 3 ':.�' I .L . I . .I I ILo 1 \ SHEET: FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION 1 2 3 4 5 6 Highfill Infrastructure Engineering,P.C. 2703 Jones Franklin Road,Suite 201 HIGHFILL Cary,North Carolina -2518 00 Tel 919-481-4342 � NC Firm License No.C586 October 22, 2024 NC Dept of Environmental Quality Oct 22 2024 NCDEQ-DWR Raleigh Regional Office Raleigh Regional Office 3800 Barrett Drive Raleigh, NC 27699 RE: Application Re-Submittal Yates Mill Elementary School Project(Yates Mill Elementary School Pump Station and Force Main) HIGHFILL Project No.: MCA2302 Dear Reviewer: The Yates Mill Elementary School project consists of the Yates Mill Elementary School Pump Station and Force Main improvements related to the larger Swift Creek Elementary School project. The Yates Mills Elementary School Pump Station (YMESPS) improvements include re-routing of the existing Yates Mill Elementary School Force Main (YMESFM). The existing YMESFM currently manifolds with the existing Swift Creek Elementary School Force Main (SCESFM) on Tryon Road.The demolition and relocation of the SCESFM has prompted updates to the YMESFM system.The YMESFM will be re-routed through the new SCES site and will run parallel to the new SCESFM from the new tie-in off Yates Mill Pond Road towards Campbell Road.With the re-routing of the YMESFM,the flow from YMESPS will run from the pump station,through an existing 4"force main approximately 2,400 LF long on Yates Mill Pond Road, through 1,600 LF of the new 4" DI YMESFM on the SCES site, and to the discharge manhole on the west side of the Wake County Public School System (WCPSS) property near Campbell Road.The remainder of YMESFM will be abandoned in place from the new YMESFM tie-in at the SCES site to the Town of Cary Jones Franklin PS (approximately 4,200 LF will be abandoned). The modifications to the YMESFM route reduce the overall length from approximately 6,600 LF to 4,000 LF. Based on drawdown tests, pump curve, and system curve,the existing and new YMESFM systems have a similar pumping condition of 115 GPM at 95'TDH,therefore no pump station improvements are proposed for the new YMESPS. Please find enclosed the following documents for review and approval: • Updated Fast-Track Form (FTA 10-23) (Submitted 10/15/24) • Updated Flow Tracking for Sewer Extension Form (FTSE 10-23) (submitted 9/24/24) • Aerial Site Map(submitted 9/24/24) There are not wetland,stream or buffer impacts related to this portion of the project,therefore no information is included here regarding 401/404 permitting.See the Swift Creek Elementary School project for those details. Please contact me,smalec@hiepc.com,or Eddie Sasser,esasser@hiepc.com, at(919)481-4342 if you have any questions or concerns. Sincerely, Stepha�ieMal�,/PE HIGHFILL INFRASTRUCTURE ENGINEERING, P.C. CC: Brian Kisko, McAdams Engineering is our profession. Service is our passion. Highfill Infrastructure Engineering, P.C. 2703 Jones Franklin Road,Suite 201 HIGHFILL Cary,North Carolina -2518 Tel 919-481-4342 � NC Firm License No.C5$6 NC Dept of E j,. June 28, 2024 JUN 2 8 Z024 NCDEQ-DWR .Ra1eizgi?,kPeg' na o . Raleigh Regional Office `- r'Cv 3800 Barrett Drive Raleigh, NC 27699 RE: Application Submittal Swift Creek Elementary School Project(Yates Mill Elementary School Pump Station and Force Main) HIGHFILL Project No.: MCA2302 Dear Reviewer: The Yates Mill Elementary School Pump Station and Force Main portion of the Swift Creek Elementary School project consists of improvements to the Yates Mills Elementary School Pump Station (YMESPS)and the re-routing of the existing Yates Mill Elementary School Force Main(YMESFM). The existing YMESFM currently manifolds with the existing Swift Creek Elementary School Force Main (SCESFM).The SCESFM is being demolished and rebuilt, requiring an update to the YMESPS and YMESFM system.The new YMESFM will be re-routed through the new Swift Creek Elementary School(SCES)site and parallel to the new SCESFM.The new YMESFM will be approximately 1,600 LF.The YMESFM will discharge into an existing gravity sewer on the west side of Wake County Public School Systems(WCPSS)property near Campbell Road.The remainder of YMESFM will be abandoned in place from the new YMESFM tie-in at the SCES site to the Town of Cary Jones Franklin PS (approximately 2,500 LF will be abandoned). The modifications to the YMESFM route reduce the overall length from approximately 6,500 LF to 4,000 LF.The updates to the YMESPS include impeller replacement. Please find enclosed two copies of the following documents for review and approval: • Cover Letter • Fast-Track Form (FTA 10-23) • Flow Tracking for Sewer Extension Form(FTSE 10-23) • Site Maps Also, please find the following: • Application fee check in the amount of$600.00 Please contact me,smalec@hiepc.com,or Eddie Sasser,esasser@hiepc.com,at(919)481-4342 if you have any questions or concerns. Sincerely, &T4m-4,z, 4L Stephanie Malec, PE HIGHFILL INFRASTRUCTURE ENGINEERING, P.C. CC: Brian Kisko, McAdams Engineering is our profession. Service is our passion. From: Wild,Elaine To: Stephanie Malec Cc: Eddie Sasser;Brian Kisko Subject: RE: [External]RE: Swift Creek Elementary School 1—Additional Information Request Date: Wednesday,September 18,2024 12:12:00 PM Attachments: image001.1ng Hello Stephanie, Thank you for reaching out to me today. I'll extend the deadline for the full additional information requested, including the delegation of signature authority, until next week September 25, 2024 so that all requested information remains together. Have a great afternoon. Best Regards, Elaine Wild (she/her) Environmental Engineer Division of Water Resources— NPDES Industrial Permitting Unit North Carolina Department of Environmental Quality elaine.wild@deq.nc.gov Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Water Quality Permitting I NC DEQ Permitting Process I NC DEQ From: Stephanie Malec<smalec@hiepc.com> Sent: Wednesday, September 18, 2024 11:55 AM To: Wild, Elaine <elaine.wild@deq.nc.gov> Cc: Eddie Sasser<esasser@hiepc.com>; Brian Kisko <kisko@mcadamsco.com> Subject: [External] RE: Swift Creek Elementary School 1—Additional Information Request CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Hi Elaine!We have the compiled the additional information requested for the above referenced project, and I will be sending that along later today. We are waiting for the Town of Cary to get us the executed Delegation of Signature Authority for Corrie Bondar.We have the re-signed FTSE but have not received the Delegation of Signature Authority form. They are working to get that to us today so we can submit a copy to you. If we are not able to get that form today, but submit all other requested information,would that trigger a resubmittal with new applications and application fees? Thanks so much, Stephanie Malec, PE H I H FI LL I Celebrating 20 Years Cell:919-306-8171 From: Wild, Elaine <elaine.wildPdeq.nc.gov> Sent: Monday, August 19, 2024 9:16 AM To: dburnettCcDwcpss.net; Eddie Sasser<esasser(@hiepc.com> Subject: Swift Creek Elementary School 1—Additional Information Request You don't often get email from e1aine.wild(5)deq.nc.aov. Learn why this is important [EXTERNAL TO H/EPC] Hello David and Eddie, After reviewing the Fast Track Sewer System Extension Application for the Swift Creek Elementary School, additional information is required in order to further process the application. Please provide the following information by September 18, 2024, and note that the requested information must be submitted within 30 days of this request, or the applicant will be required to submit a new application and application fee in accordance with 15A NCAC 02T.0107. 1. According to the narrative, this project is part of a larger project that may be a modification to an existing system and/or potential rescissions. Please respond to my 08/16/24 email requesting a meeting to discuss the scope of the project. a. Additionally, the two projects submitted on June 28, 2024 both have the same project name but have different flow rates, gravity sewer, pump station, and force main details. 2. According to Section IX.S., 401/404 authorization is needed for this project. Please provide the 401 and 404 permit numbers associated with this project. 3. According to page 5 of the FTA, Eric Domonell is the engineer for the force main and gravity sewer. Please provide the following information so that I can add him to the project affiliation list. a. Name, license number, firm, mailing address, phone number, and email address 4. According to Section 1.f. of the Flow Tracking Sheet (FTSE), the flow request for this project is 0.015 MGD (15,000 GPD) but according to Section V1.7. of the FTA,the flow requested for this project is 7,530 GPD (0.00753 MGD). Please correct the FTSE and resubmit. 5. The printed name of the person that signed the FTSE provided by the South Cary Water Reclamation Facility (SCWRF) is illegible. Please provide the name and contact information of the personnel that signed the flow tracking sheet and ensure that they have signature authority for the SCWRF. a. Please note that I do not show David H. or David A. as having signature authority for the SCWRF. 6. No aerial map was submitted and the topographical submitted is not sufficient. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an aerial map should clearly indicate the project area, the closest surface waters, general location of the proposed/existing gravity sewer, proposed/existing pumpstations, and proposed/existing force mains, and the downstream connection points for the receiving sewer. Please provide the required maps according to the application requirements. 7. According to the narrative, this project is part of a modification to an existing system. Please provide all permit numbers associated with changes made to the existing system and potential rescissions. a. Yates Mill Elementary School Pump Station b. Yates Mill Elementary School Force Main c. Swift Creek Elementary School Force Main d. Town of Cary Jones Franklin PS 8. Please note that additional information may be required based on the responses to this additional information request and the project scope meeting. 15A NCAC 02T .0107 Staff Review and Permit Preparation states: "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised how the application or accompanying supporting information may be modified to make it complete. The staff shall advise the applicant: (2) if all required information is not submitted within 30 days, the project will be returned as incomplete. Any resubmittal of a returned application shall be accompanied with a new application fee." Please contact me with any questions that you may have regarding this request. *Please note that the fee for fast track sewer extension permits has increased to$600 as of October 3, 2023[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees,Section 12.14(a)]. Sincerely, Elaine Wild Environmental Engineer Division of Water Resources- Raleigh Regional Office North Carolina Department of Environmental Quality 919.791.4254 Office elaine.wildPdeq.nc.gov R E Q,--- OgirinrnlelfmmwiwW OuN.lyr Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Sewer Extension Permitting I NC DEQ subchapter t rules.pdf(state.nc.us) Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official. IMPORTANT:The information in this email is intended only for use by the individual(s)to whom it is addressed and may contain confidential information which would be legally protected from disclosure. If you are not the intended recipient or their agent, you are hereby notified that any use, dissemination, copying or storage of this message or attachments is strictly prohibited; or if this message has been addressed to you in error, please immediately notify the sender by reply email and then delete this message and any attachments. Thank you for your cooperation. From: Ashlynn Frye To: Wild,Elaine Cc: Brian Kisko;Stephanie Malec;Eddie Sasser; Eric Domonell Subject: RE: [External]RE:Yates Mill Elementary School—Additional Information Request Date: Monday,October 28,2024 12:38:17 PM Attachments: imaae001.Dna imaae002.Dnq imace003.Dno imaae004.Dnq imaae005.Dna FTA 10-23 1(YM).Ddf Updated Cover Letter SCES 20241028.Ddf CAUTION:External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Elaine, Attached is the updated Swift Creek narrative and Yates Mill FTA. Please let me know if you have any questions. Thank you, Ashlynn Frye, El HIGHFILL Cell:919-747-3025 From: Ashlynn Frye Sent: Friday, October 25, 202410:50 AM To: Wild, Elaine<elaine.wild@deq.nc.gov> Cc: Brian Kisko<kisko@mcadamsco.com>; Stephanie Malec<smalec@hiepc.com>; Eddie Sasser <esasser@hiepc.com>; Eric Domonell <domonell@mcadamsco.com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request Elaine, As discussed today, we plan to incorporate the existing length of the Yates Mill force main (^2400 LF of 4" DIP) into the Yates Mill FTA. I have attached a map to better show infrastructure that is existing, to be abandoned, and new. We also will further explain the abandonment and lack of information on the existing Swift Creek lift station in the Swift Creek narrative. We will likely to be able to get this information back to you on Monday. Thank you, Ashlynn Frye, El HIGHFILL Cell:919-747-3025 From: Stephanie Malec<smalecl@hiepc.com> Sent:Thursday, October 24, 2024 9:05 AM To: Wild, Elaine<elaine.wildl@deq.nc.gov>; Eddie Sasser<esasserl@hiepc.com>; Eric Domonell <domonell(@mcadamsco.com> Cc: Brian Kisko<kiskol@mcadamsco.com>; Ashlynn Frye <afryel@hiepc.com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request We are not available this afternoon. We are available between 9:30 AM to noon on tomorrow(minus Eddie). Eric, if tomorrow morning doesn't work for you, let us know what you have available early next week. Thanks! Stephanie Malec, PE HIGHFILL I Celebrating 20 Years Cell:919-306-8171 From: Wild, Elaine <elaine.wildPdeq.nc.gov> Sent: Wednesday, October 23, 2024 11:42 AM To: Eddie Sasser<esasserl@hie cp com>; Eric Domonell <domonelll@mcadamsco.com>; Stephanie Malec<smalecl@hiepc.com> Cc: Brian Kisko<kiskol@mcadamsco.com>; Ashlynn Frye <afryePhiepc.com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request Hello all, Unfortunately, those time slots are my only availability for today. Tomorrow, 10/24/24, 1 am only available from 3:30-4:30. Friday, 10/25/24, 1 am available 9:30am-1:30pm. Elaine Wild (she/her) Environmental Engineer Division of Water Resources— NPDES Industrial Permitting Unit North Carolina Department of Environmental Quality elaine.wild@deq.nc.gov DR Q� oyrYrii a t�ww.Nwr an� Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Water Quality Permitting I NC DEQ Permitting Process I NC DEQ From: Eddie Sasser<esasser(@hie cp com> Sent: Wednesday, October 23, 2024 11:25 AM To: Eric Domonell <domonell(@mcadamsco.com>; Stephanie Malec<smalec(@hiepc.com>; Wild, Elaine <elaine.wild(@deq.nc.gov> Cc: Brian Kisko<kisko(aDmcadamsco.com>; Ashlynn Frye<afr�eftiepc.com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. I'm open then too. Closer to 10 is preferable, but I'm available till noon. Eddie Sasser, PE HIGHFILL Cell:919-605-5772 Office:919-481-4342 From: Eric Domonell <domonell(@mcadamsco.com> Sent: Wednesday, October 23, 2024 11:00 AM To: Stephanie Malec<smalec(@hiepc.com>, Wild, Elaine<elaine.wild(@deq.nc.gov> Cc: Eddie Sasser<esasser(@hie cp com>; Brian Kisko<kisko(@mcadamsco.com>; Ashlynn Frye <afryeftiepc.com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request I have 10:00-noon free Eric Domonell, PE Assistant Project Manager Office:919.361.5000 domonell&mcadamsco.com 621 Hillsborough Street,Suite 500 Raleigh,NC 27603 MCADAMSCO.COM JOIN OUR TEAM in OO MMCADAMS From: Stephanie Malec<smalec(@hiepc.com> Sent: Wednesday, October 23, 2024 10:52 AM To: Eric Domonell <domonell(@mcadamsco.com>; Wild, Elaine<elaine.wild(@deq.nc.gov> Cc: Eddie Sasser<esasser(@hiepc.com>; Brian Kisko<kisko(@mcadamsco.com>; Ashlynn Frye <afrye(@hiepc.com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request CAUTION:This email is NOT from McAdams. DO NOT click links or open attachments unless you verify the sender and content. Unfortunately,we don't have any other timeslots available today.What are schedules like tomorrow AM between 9 AM and noon? Stephanie Malec, PE H I H FILL I Celebrating 20 Years Cell:919-306-8171 From: Eric Domonell <domonellCo)mcadamsco.com> Sent: Wednesday, October 23, 2024 10:48 AM To: Wild, Elaine <elaine.wild(@deq.nc.gov>; Stephanie Malec<smalec(@hie cp com> Cc: Eddie Sasser<esasser(@hiepc.com>; Brian Kisko<kisko(@mcadamsco.com>; Ashlynn Frye <afryePhie cD com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request Elaine, I'm free from 1:00-2:00 today.Also 11:30-12:00, but I know that wasn't in the original time blocks you sent. Thanks, Eric Eric Domonell, PE Assistant Project Manager Office:919.361.5000 domonell&mcadamsco.com 621 Hillsborough Street,Suite 500 Raleigh,NC 27603 •1no&m-exeLSIME JOIN OUR TEAM in O MMCADAMS From: Wild, Elaine<elaine.wildPdeq.nc.gov> Sent: Wednesday, October 23, 2024 10:37 AM To: Stephanie Malec<smalecl@hiepc.com> Cc: Eddie Sasser<esasserPhiepc.com>; Brian Kisko<kiskol@mcadamsco.com>; Eric Domonell <domonell(@mcadamsco.com>; Ashlynn Frye<afrye(@hiepc.com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request CAUTION:This email is NOT from McAdams. DO NOT click links or open attachments unless you verify the sender and content. Apologies for the late reply and oversight on the meeting suggestion. Please let me know if there is another time that may work for you all today. Thanks, Elaine Wild (she/her) Environmental Engineer Division of Water Resources— NPDES Industrial Permitting Unit North Carolina Department of Environmental Quality elaine.wild(@deq.nc.gov DRE Q� Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Water Quality Permitting I NC DEQ Permitting Process I NC DEQ From: Stephanie Malec<smalecPhie cp com> Sent: Wednesday, October 23, 2024 8:54 AM To: Wild, Elaine <elaine.wildl@deq.nc.gov> Cc: Eddie Sasser<esasserl@hiepc.com>; Brian Kisko<kiskol@mcadamsco.com>; Eric Domonell <domonellPmcadamsco.com>; Ashlynn Frye<afr�eftie cp com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Hi Elaine, Let's do 10:30 to 11 this morning. Thanks, Stephanie Malec, PE HIGHFILL I Celebrating 20 Years Cell:919-306-8171 From: Wild, Elaine <elaine.wildPdeq.nc.gov> Sent:Tuesday, October 22, 2024 3:37 PM To: Stephanie Malec<smalecPhiepc.com> Cc: Eddie Sasser<esasserPhiepc.com>; Brian Kisko<kiskoPmcadamsco.com>; Eric Domonell <domonell(@mcadamsco.com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request Hello Stephanie, I think a call might help clear up a few details needed for the FTA and narrative. Please let me know if you have a 30 minute time period tomorrow during one of the following time blocks,that work for you and your team, then I will send the meeting invite. 9:OOa-11:OOa 1:OOp-2:OOp 3:30p-4:OOp Best Regards, Elaine Wild (she/her) Environmental Engineer Division of Water Resources— NPDES Industrial Permitting Unit North Carolina Department of Environmental Quality elaine.wild@deq.nc.gov DRE Q Dtgartmml of LnYlpnwnW OW Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Water Quality Permitting_I NC DEQ Permitting Process I NC DEQ From: Stephanie Malec<smalecPhie c. m> Sent: Tuesday, October 22, 2024 3:14 PM To: Wild, Elaine <elaine.wild(@deq.nc.gov> Cc: Eddie Sasser<esasser(@hiepc.com>; Brian Kisko<kisko(@mcadamsco.com>; Eric Domonell <domonellPmcadamsco.com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Hi Elaine, Please find attached the updated narrative (cover letter) per your comments below. See responses below in blue. Thanks again, Stephanie Malec, PE H I H FI LL I Celebrating 20 Years Cell:919-306-8171 From: Wild, Elaine <elaine.wildPdeq.nc.gov> Sent: Wednesday, October 16, 2024 2:02 PM To: Stephanie Malec<smalec(@hiepc.com> Cc: Eddie Sasser<esasser(@hie cp com>; Brian Kisko<kisko(@mcadamsco.com>; Eric Domonell <domonell(@mcadamsco.com> Subject: RE: [External] RE: Yates Mill Elementary School—Additional Information Request Stephanie, Apologies for the premature email earlier regarding Yates Mill ES. How many linear feet of existing gravity sewer and force main is to be abandoned in place? What is the current specifications of the existing pump station to be removed from service (design pumping capacity, operational pumping capacity, and TDH)? Please provide this information in the narrative for Yates Mill ES. Please find attached the updated narrative description (cover letter)including this information. The narrative states that the force main length will be reduces from 6,500 LF to 4,000 LF, but Section VIII. Of the FTA states that only 1,600 LF of force main will be installed. Please ensure that Sections VII. And VIII. Of the FTA are accurately reflected in the narrative. FTA should include the final design aspects, and the narrative should explain what (and what size) is being removed, replaced, abandoned in place, and installed new. Please find attached the updated narrative description(cover letter)including this information. Please provide the following information by October 22, 2024, Best Regards, Elaine Wild (she/her) Environmental Engineer Division of Water Resources— NPDES Industrial Permitting Unit North Carolina Department of Environmental Quality elaine.wildl@deq.nc.gov D_EQ�� Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Water Quality Permitting I NC DEQ Permitting Process I NC DEQ From: Stephanie Malec<smalecl@hiepc.com> Sent:Tuesday, October 15, 2024 3:27 PM To: Wild, Elaine <elaine.wildPdeq.nc.gov> Cc: Eddie Sasser<esasserl@hiepc.com>; Brian Kisko<kisko6Dmcadamsco.com>; Eric Domonell <domonell(@mcadamsco.com> Subject: RE: [External] RE: Swift Creek Elementary School 1_Additional Information Request CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Hi Elaine, Please find below the responses to the comments provided in your e-mail on October 8, 2024. 1. According to the narrative,this project is part of a larger project that may be a modification to an existing system and/or potential rescissions. Please respond to my 08/16/24 email requesting a meeting to discuss the scope of the project. a. Additionally,the two projects submitted on June 28, 2024 both have the same project name but have different flow rates, gravity sewer, pump station, and force main details. A follow up meeting occurred on Monday 8119124 at 11 AM to discuss the project and clarify the purpose of the two application submittals. One submittal is for the improvements at Swift Creek Elementary School(Swift Creek 2 at 7,620 GPD)and the other application is for the improvements for Yates Mill Elementary School (Swift Creek 1 at 7,530 GPD).An updated map is provided to clearly show the proposed infrastructure related to each project as well as the existing infrastructure.—Need updated FTA forms and narrative descriptions for both projects.-Please find attached the updated FTA forms and narrative description (cover letters)for both Swift Creek Elementary School and Yates Mill Elementary School projects. 2. According to Section IX.S.,401/404 authorization is needed for this project. Please provide the 401 and 404 permit numbers associated with this project. Please find attached the 4011404 authorization for the proposed project.Also included is documentation(PCN Form and Staff Report files)which speak to allowable stream buffer impacts which did not require approval/authorization. - Please provide description of the impacts and DWR number in the updated narratives for each project. Please find the description of impacts included in the Swift Creek Elementary School narrative(cover letter).The wetland, stream,and buffer impacts are only related to the Swift Creek Elementary School site. Note that no written approval was necessary for DWR, so no permit was obtained. Thanks so much, Stephanie Malec, PE H I H IF ILL I Celebrating 20 Years Cell:919-306-8171 From: Wild, Elaine <elaine.wildPdeq.nc.gov> Sent:Tuesday, October 8, 2024 9:33 AM To: Stephanie Malec<smalec(@hie cp com> Cc: Eddie Sasser<esasser(@hiepc.com>; Brian Kisko<kisko(@mcadamsco.com>; Eric Domonell <domonell(@mcadamsco.com> Subject: RE: [External] RE: Swift Creek Elementary School 1_Additional Information Request Hello Stephanie, As a follow up to my voicemail, in order to complete the fast track application, I need updated signed copies of both application forms indicating the changes specified in your previous email. Please also provide updated detailed narratives for both projects, as indicated below. Please provide the following information by October 15, 2024, and note that the requested information must be submitted by this date, or the applicant will be required to submit a new application and application fee in accordance with 15A NCAC 02T.0107. Thank you, Elaine Wild (she/her) Environmental Engineer Division of Water Resources- NPDES Industrial Permitting Unit North Carolina Department of Environmental Quality elaine.wild(@deq.nc.gov DRE Q' oyrtiwn a tmwomici Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Water Quality Permitting I NC DEQ Permitting Process I NC DEQ From: Stephanie Malec<smalecPhiepc.com> Sent:Tuesday, September 24, 2024 3:39 PM To: Wild, Elaine <elaine.wildPdeq.nc.gov> Cc: Eddie Sasser<esasserPhiepc.com>; Brian Kisko<kiskol@mcadamsco.com>; Eric Domonell <domonell l@mcadamsco.com> Subject: [External] RE: Swift Creek Elementary School 1—Additional Information Request CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Hi Elaine, Please find belowthe responses to the comments provided in your e-mail on August 19, 2024. We greatly appreciate the call and clarifications you provided as well as the extension to fully compile our response. 1. According to the narrative,this project is part of a larger project that may be a modification to an existing system and/or potential rescissions. Please respond to my 08/16/24 email requesting a meeting to discuss the scope of the project. a. Additionally,the two projects submitted on June 28, 2024 both have the same project name but have different flow rates, gravity sewer, pump station, and force main details. A follow up meeting occurred on Monday 8119124 at 11 AM to discuss the project and clarify the purpose of the two application submittals. One submittal is for the improvements at Swift Creek Elementary School(Swift Creek 2 at 7,620 GPD)and the other application is for the improvements for Yates Mill Elementary School (Swift Creek 1 at 7,530 GPD).An updated map is provided to clearly show the proposed infrastructure related to each project as well as the existing infrastructure.—Need updated FTA forms and narrative descriptions for both projects. 1. According to Section IX.5.,401/404 authorization is needed for this project. Please provide the 401 and 404 permit numbers associated with this project. Please find attached the 4011404 authorization for the proposed project.Also included is documentation(PCN Form and Staff Report files)which speak to allowable stream buffer impacts which did not require approval/authorization. - Please provide description of the impacts and DWR number in the updated narratives for each project. 1. According to page 5 of the FTA, Eric Domonell is the engineer for the force main and gravity sewer. Please provide the following information so that I can add him to the project affiliation list. a. Name, license number,firm, mailing address, phone number, and email address Eric Domonell, PE License Number:047504 McAdams 621 Hillsborough Street, Suite 500 Raleigh, NC 27603 919-361-5000 domonell@mcadamsco.com 1. According to Section 1.f. of the Flow Tracking Sheet(FTSE),the flow request for this project is 0.015 MGD (15,000 GPD) but according to Section VI.7. of the FTA,the flow requested for this project is 7,530 GPD(0.00753 MGD). Please correct the FTSE and resubmit. The flow requested on the FTSE has been updated to include the flow for Swift Creek Elementary School and Yates Mill Elementary School separately.-Completed 1. The printed name of the person that signed the FTSE provided by the South Cary Water Reclamation Facility(SCWRF) is illegible. Please provide the name and contact information of the personnel that signed the flow tracking sheet and ensure that they have signature authority for the SCWRF. a. Please note that I do not show David H. or David A. as having signature authority for the SCWRF. The FTSE form has been re-signed by Corrie Bondar and is attached. The Delegation of Signature Authority(for Corrie Bondar)has been submitted and a copyis attached. -Completed 1. No aerial map was submitted and the topographical submitted is not sufficient. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an aerial map should clearly indicate the project area, the closest surface waters, general location of the proposed/existing gravity sewer, proposed/existing pumpstations, and proposed/existing force mains, and the downstream connection points for the receiving sewer. Please provide the required maps according to the application requirements. An aerial map is attached. The proposed and existing features are clearly shown on the map.-Completed 1. According to the narrative,this project is part of a modification to an existing system. Please provide all permit numbers associated with changes made to the existing system and potential rescissions. a. Yates Mill Elementary School Pump Station b. Yates Mill Elementary School Force Main c. Swift Creek Elementary School Force Main d. Town of Cary Jones Franklin PS As discussed in our meeting, we were not able to locate any existing permits based on the age of the existing infrastructure. We coordinated with Zac Lentz and were unable to obtain any existing permit numbers associated with this project.— As discussed,the projects will be assigned new permit numbers Please let us know if you need any additional information. Thanks again, Stephanie Malec, PE H I H FI LL I Celebrating 20 Years Cell:919-306-8171 From: Wild, Elaine <elaine.wild(@deq.nc.gov> Sent: Monday, August 19, 2024 9:16 AM To: dburnettCcDwcpss.net; Eddie Sasser<esasser(@hiepc.com> Subject: Swift Creek Elementary School 1—Additional Information Request You don't often get email from elaine.wild(d)deq.nc.gov. Learn why this is important [EXTERNAL TO H/EPC] Hello David and Eddie, After reviewing the Fast Track Sewer System Extension Application for the Swift Creek Elementary School, additional information is required in order to further process the application. Please provide the following information by September 18, 2024, and note that the requested information must be submitted within 30 days of this request, or the applicant will be required to submit a new application and application fee in accordance with 15A NCAC 02T.0107. 1. According to the narrative, this project is part of a larger project that may be a modification to an existing system and/or potential rescissions. Please respond to my 08/16/24 email requesting a meeting to discuss the scope of the project. a. Additionally, the two projects submitted on June 28, 2024 both have the same project name but have different flow rates, gravity sewer, pump station, and force main details. 2. According to Section IX.S., 401/404 authorization is needed for this project. Please provide the 401 and 404 permit numbers associated with this project. 3. According to page 5 of the FTA, Eric Domonell is the engineer for the force main and gravity sewer. Please provide the following information so that I can add him to the project affiliation list. a. Name, license number, firm, mailing address, phone number, and email address 4. According to Section 1.f. of the Flow Tracking Sheet (FTSE), the flow request for this project is 0.015 MGD (15,000 GPD) but according to Section V1.7. of the FTA,the flow requested for this project is 7,530 GPD (0.00753 MGD). Please correct the FTSE and resubmit. 5. The printed name of the person that signed the FTSE provided by the South Cary Water Reclamation Facility (SCWRF) is illegible. Please provide the name and contact information of the personnel that signed the flow tracking sheet and ensure that they have signature authority for the SCWRF. a. Please note that I do not show David H. or David A. as having signature authority for the SCWRF. 6. No aerial map was submitted and the topographical submitted is not sufficient. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an aerial map should clearly indicate the project area, the closest surface waters, general location of the proposed/existing gravity sewer, proposed/existing pumpstations, and proposed/existing force mains, and the downstream connection points for the receiving sewer. Please provide the required maps according to the application requirements. 7. According to the narrative, this project is part of a modification to an existing system. Please provide all permit numbers associated with changes made to the existing system and potential rescissions. a. Yates Mill Elementary School Pump Station b. Yates Mill Elementary School Force Main c. Swift Creek Elementary School Force Main cl. Town of Cary Jones Franklin PS 8. Please note that additional information may be required based on the responses to this additional information request and the project scope meeting. 15A NCAC 02T .0107 Staff Review and Permit Preparation states: "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised how the application or accompanying supporting information may be modified to make it complete. The staff shall advise the applicant: (2) if all required information is not submitted within 30 days, the project will be returned as incomplete. Any resubmittal of a returned application shall be accompanied with a new application fee." Please contact me with any questions that you may have regarding this request. *Please note that the fee for fast track sewer extension permits has increased to$600 as of October 3, 2023[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees,Section 12.14(a)]. Sincerely, Elaine Wild Environmental Engineer Division of Water Resources- Raleigh Regional Office North Carolina Department of Environmental Quality 919.791.4254 Office elaine.wildPdeq.nc.gov _ DEQI� Dr Wrtmml W f munnNnlM Owl� Email correspondence to and from this address is Subject to the lJorih Garol,na Public Records Lao,,and may be drscrosed to third pa!�!es Sewer Extension Permitting I NC DEQ subchapter t rules.pdf(state.nc.us) Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official. IMPORTANT:The information in this email is intended only for use by the individual(s)to whom it is addressed and may contain confidential information which would be legally protected from disclosure. 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