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HomeMy WebLinkAbout20200798 Ver 2_SAW-2020-01055 (signed NWP)_20200806U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2020-01055 County: Mecklenburg U.S.G.S. Quad: NC-Charlotte East GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Charlotte Water Stephen Scott Address: 5100 Brookshire Boulevard Charlotte, NC 28216 Telephone Number: 980-219-9488 E-mail: Stephen.scott@charlottenc.gov Size (acres) 6 Nearest Town Charlotte Nearest Waterway Little Sugar Creek River Basin Santee USGS HUC 03050103 Coordinates Latitude: 35.159579 Longitude: -80.853406 Location description: The review area is located along Little Hope Creek; on the north side of Tyvola Road. Reference review area description shown in Pre-Construction Notification package entitled “Figure 1, Vicinity Map” and Dated 05/19/2020. Description of projects area and activity: This verification authorizes the permanent stream impacts of 40 linear feet and wetland impacts of 0.02 acres of wetlands along with the temporary stream and wetland impacts of 94 linear feet and 0.02 acres of wetlands, respectively, to facilitate the construction of a new sewer linear. Temporary stream and wetland impacts will be restored to pre-existing conditions after the completion of construction. See Table 1 for specific permanent and temporary stream and wetland impacts. Table 1. Proposed Impacts Aquatic Feature Duration of Impact Amount of Impact Reason for Impact Wetland AA Permanent 0.02 acre Conversion of forested wetland Wetland AA Temporary 0.02 acre Construction access Stream G Temporary 30 linear feet Construction access Stream G Permanent 10 linear feet Bank stabilization Stream A Temporary 30 linear feet Construction access Stream A Permanent 10 linear feet Bank stabilization Stream C Temporary 34 linear feet Construction access Stream C Permanent 20 linear feet Crossing Applicable Law(s): ܈Section 404 (Clean Water Act, 33 USC 1344) ܆Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 12. Utility Line Activities SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed Conditions, your application signed and dated 6/17/2020, and the enclosed plans Little Hope Creek Basin Sanitary Sewer Improvements Phase 1 dated June 2020. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit’s expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252) 808-2808. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Bryan Roden-Reynolds at 704-510-1440or bryan.roden-reynolds@usace.army.mil. Corps Regulatory Official: _____________________________________________________Date: 6/22/2020 Expiration Date of Verification: 03/18/2022 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 Copy furnished: Agent: Carolina Wetland Services, Inc. Megan Bollero Address: 550 E. Westinghouse Boulevard Charlotte, NC 28273 Telephone Number: 757-576-6433 E-mail: megan@cws-inc.net RODEN REYNOLDS.BRYAN.KENNETH.1263385574 Digitally signed by RODEN REYNOLDS.BRYAN.KENNETH.1263385574 Date: 2020.06.22 15:31:14 -04'00' SAW-2020-01055 SPECIAL CONDITIONS a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. Action ID Number: SAW-2020-01055 County: Mecklenburg Permittee: Charlotte Water, Stephen Scott Project Name: Little Hope Creek Sewer Improvements Date Verification Issued: 6/22/2020 Project Manager: Bryan Roden-Reynolds Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Bryan Roden-Reynolds Charlotte Regulatory Office U.S Army Corps of Engineers 8430 University Executive Park Drive, Suite 615 Charlotte, North Carolina 28262 or bryan.roden-reynolds@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. _______________________________________ ______________________ Signature of Permittee Date MEMORANDUM FOR RECORD SUBJECT: Department of the Army Memorandum Documenting General Permit Verification 1.0 Introduction and overview: Information about the proposal subject to one or more of the Corps regulatory authorities is provided in Section 1, detailed evaluation of the activity is found in Sections 2 through 4 and findings are documented in Section 5 of this memorandum. Further, summary information about the activity including administrative history of actions taken during project evaluation is attached (ORM2 summary). 1.1 Applicant name: Charlotte Water, Stephen Scott 1.2 Activity location:Latitude: 35.159579 Longitude: -80.853406 Location description: The review area is located along Little Hope Creek; on the north side of Tyvola Road. Reference review area description shown in Pre-Construction Notification package entitled “Figure 1, Vicinity Map” and Dated 05/19/2020. 1.3 Description of activity requiring verification:This verification would authorize the permanent stream impacts of 40 linear feet and wetland impacts of 0.02 acres of wetlands along with the temporary stream and wetland impacts of 94 linear feet and 0.02 acres of wetlands, respectively, to facilitate the construction of a new sewer linear. Temporary stream and wetland impacts will be restored to pre- existing conditions after the completion of construction. See Table 1 for specific permanent and temporary stream and wetland impacts. Aquatic Feature Duration of Impact Amount of Impact Reason for Impact Wetland AA Permanent 0.02 acre Conversion of forested wetland Wetland AA Temporary 0.02 acre Construction access Stream G Temporary 30 linear feet Construction access Stream G Permanent 10 linear feet Bank stabilization Stream A Temporary 30 linear feet Construction access Stream A Permanent 10 linear feet Bank stabilization Stream C Temporary 34 linear feet Construction access Stream C Permanent 20 linear feet Crossing 1.4 Is this an After-the-Fact verification? No. 1.5 Date PCN determined complete for processing: 6/19/2020 1.6 Jurisdiction Determination completed? No JD has been completed. 1.7 Permit authority: Section 404 of the Clean Water Act (33 USC 1344) 1.8 Applicable Permit: NWP 12. Utility Line Activities 1.9 Activity requires written waiver of NWP limits? No. 1.10 Activity requires a waiver from the requirements of a regional condition(s)? No. 2.0 Evaluation of the Pre-Construction Notification 2.1 Direct and indirect effects caused by the GP activity: The direct effects of the proposed activity in waters would include the loss of jurisdictional waters (as specified in Section 1.3) and their associated aquatic resource functions. The proposed activity also has the potential to result in indirect effects to waters including excess sedimentation in downstream waters, disruption and/or killing of aquatic life in the direct vicinity of the project area, increase of downstream flows, and blocking/restricting aquatic life passage transiting in and through the project area. These indirect effects are expected to be minimal due to design criteria and Best Management Practices (BMPs) required by Nationwide Permit General and Regional Conditions. Additionally, indirect effects would be further reduced through the implementation of BMPs required by state, local, and Federal ordinances and regulations. 2.2 Site specific factors: The review area consists of 3,600-foot long corridor beginning just north of Tyvola Road and extending northward along the floodplain of Little Hope Creek to Seneca Place. The review area consists of undeveloped forested areas and a sewer easement. 2.3 Coordination 2.3.1 Was the PCN coordinated with other agencies? No. Agency coordination with the USFWS is required for the Northern Long Eared Bat. However, the Corps is not required to wait for a response from the USFWS Asheville Office in accordance with local procedures. 2.3.2 Was the PCN coordinated with other Corps offices? No. 2.4 Mitigation 2.4.1 Provide brief description of how the activity has been designed on-site 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:The applicant provided a detailed statement describing their efforts to avoid and minimized impacts to waters of the United States on the project site in the preconstruction notification. Based on this information, the Corps believes the applicant has avoid and minimized impacts to waters of the United State to the maximum extent practicable. 2.4.2 Is compensatory mitigation required for unavoidable impacts to jurisdictional aquatic resources to reduce the individual and cumulative adverse environmental effects to a minimal level? Yes. Provide rationale: Compensatory mitigation is required to ensure minimal adverse environmental effects. 2.4.3 Type and location of compensatory mitigation Is the impact in the service area of an approved mitigation bank? Yes. If yes, does the mitigation bank have appropriate number and resource type of credits available? Yes. Is the impact in the service area of an approved in-lieu fee program? Yes. If yes, does the in-lieu fee program have the appropriate number and resource type of credits available? Yes. Selected compensatory mitigation type/location(s): See Table 2 Table 2: Mitigation Type and Location Mitigation bank credits x In-lieu fee program credits Permittee-responsible mitigation under a watershed approach Permittee-responsible mitigation, on-site and in-kind Permittee-responsible mitigation, off-site and/or out of kind Does the selected compensatory mitigation option deviate from the order of the options presented in §332.3(b)(2)-(6)? N/A. If yes, provide the rationale for the deviation, including the likelihood for ecological success and sustainability, location of the compensation site relative to the impact site and their significance within the watershed, and/or the costs of the compensatory mitigation project (see 33 CFR §332.3(a)(1)): 2.4.4 Amount of compensatory mitigation: 40 linear feet of stream credits and 0.02 acre of wetland credits. Rationale for required compensatory mitigation amount: This amount of compensatory mitigation is necessary to replace the permanent loss of WOUS and temporal loss at the mitigation site. The applicant failed to provide a quality assessment (i.e., North Carolina Stream Assessment Methodology) which is reviewed and used to determine if a reduction in the compensatory mitigation ratio is warranted. Therefore, without this quality assessment, the Corps assumes the impacted stream as higher quality and requires a 2:1 ratio. The project proposes to permanently impact 40 linear feet of stream channel; however only 20 linear feet result in the loss of waters and require mitigation. In addition, the applicant proposed to permanently convert a forested wetland to an herbaceous wetland. Wetland conversions are considered at a reduced ratio. Therefore, the Corps is requiring a 1:1 compensatory mitigation ratio of 0.02 of permanent wetland impacts 3.0 Compliance with Other Laws, Policies and Requirements 3.1 Section 7(a)(2) of the Endangered Species Act (ESA) 3.1.1 ESA action area: The action area includes the waters of the United States that will be directly affected by the proposed work or structures and uplands directly affected as a result of authorizing the work or structures. 3.1.2 Has another federal agency taken steps to document compliance with Section 7 of the ESA and completed consultation(s) as required? No. 3.1.3 Known species/critical habitat present? No. The Corps has determined that it has fulfilled its responsibilities under Section 7(a)(2) of the ESA. IPAC Species in Mecklenburg County: NAME: Northern Long-eared Bat (Myotis septentrionalis) STATUS: Threatened NAME: Carolina heelsplitter (Lasmigona decorata) STATUS: Endangered NAME: Rusty-patched bumble bee (Bombus affinis) STATUS: Endangered NAME: Michaux’s sumac (Rhus michauxii) STATUS: Endangered NAME: Smooth coneflower (Echinacea laevigata) STATUS: Endangered Effect determination(s), including no effect, for all known species/habitat, and basis for determination(s): Based on the latest version of the Natural Heritage Program’s NHEO data, there are no protected species located within or in the vicinity of the action area. 3.1.4 Consultation with either the National Marine Fisheries Service and/or the U.S. Fish and Wildlife Service was initiated and completed as required, for any determinations other than “no effect” (see the attached “Summary” sheet for begin date, end date and closure method of the consultation). The USACE reviewed this project in accordance with (IAW) the NLEB Standard Local Operating Procedures for Endangered Species (SLOPES) between the USACE, Wilmington District, and the Asheville and Raleigh U.S. Fish and Wildlife Service (Service) Offices, and determined that the action area for this project is located outside of the highlighted areas/red 12-digit HUCs and activities in the action area do not require prohibited incidental take; as such, this project meets the criteria for the 4(d) rule and any associated take is exempted/excepted. IAW the NLEB SLOPES, the USACE sent a Situation 1 email to the Service on June 19, 2020, informing them about this project. Service Concurrence: as established in the NLEB SLOPES, this project does not require prohibited intentional take of the NLEB and it meets the criteria for the 4(d) rule; therefore any associated take is exempt and it is not necessary for the USACE to wait 30 days for the Service to object or concur. Based on a review of the information above, the Corps has determined that it has fulfilled its responsibilities under Section 7(a)(2) of the ESA. 3.2 Magnuson-Stevens Fishery Conservation and Management Act, Essential Fish Habitat (EFH) The NWPs/RGPs were coordinated with the NMFS during the permit renewal process. NMFS coordination/EFH consultation is required if the activity affects SAV. This activity does not affect SAV. Therefore, NMFS coordination/EFH consultation has been completed. 3.2.1 Has another federal agency taken steps to comply with EFH provisions of Magnuson- Stevens Act? No. 3.2.2 Did the proposed project require review under the Magnuson-Stevens Act? No. 3.3 Section 106 of the National Historic Preservation Act (Section 106) 3.3.1 Section 106 permit area:The permit area includes those areas comprising waters of the United States that will be directly affected by the proposed work or structures, as well as activities outside of waters of the U.S. because all three tests identified in 33 CFR 325, Appendix C(g)(1) have been met. Final description of the permit area: All three test have been met and portions of the larger project undertaken outside of waters of the U.S. are in the permit area. Activities undertaken outside WOUS are included in the permit area because those activities are directly associated and integrally related with the authorized work and those activities would not occur but for the authorization of the work within the WOUS. 3.3.2 Has another federal agency taken steps to comply with Section 106 of the National Historic Preservation Act and completed consultation(s) as required? No. 3.3.3 Known cultural resource sites present and/or survey or other additional information needed? No. Based on the NCDCR “HPOWEB” service and aerial photographs, there are no known historic properties located in the permit area or in close proximity to the permit area. Effect determination and basis for that determination: The Corps has determined the proposed activity has no potential to cause effects to properties listed or eligible for listing in the National Register of Historic Places, because the project is located in areas that have been extensively modified. In a letter to the applicant, dated January 6, 2020, NCSHPO stated “we have conducted a review of the project and are aware of no historic resources which would be affected by the project. Therefore, we have no comment on the project as proposed.” 3.3.4 Consultation was initiated and completed as required with the appropriate agencies, tribes and/or other parties for any determinations other than “no potential to cause effects” (see the attached “Summary” sheet for consultation type, begin date, end date and closure method of the consultation). The Corps has determined that it has fulfilled its responsibilities under Section 106 of the NHPA. 3.4 Tribal Trust Responsibilities 3.4.1 Was government-to-government consultation conducted with Federally-recognized Tribe(s)? No. There are no known tribal interests in the project area. Provide a description of any consultation(s) conducted including results and how concerns about significant effects to protected tribal resources, tribal rights and/or Indian lands were addressed. The Corps has determined that it has fulfilled its tribal trust responsibilities. 3.4.2 Other Tribal including any discussion of Tribal Treaty rights? Select Yes or No. 3.5 Section 401 of the Clean Water Act – Water Quality Certification (WQC) 3.5.1 Is a Section 401 WQC required, and if so, has the certification been issued or waived? A general WQC has been issued for this permit. 3.6 Coastal Zone Management Act (CZMA) 3.6.1 Is a CZMA consistency concurrence required, and if so, has the concurrence been issued, waived or presumed? N/A, a CZMA consistency concurrence is not required. 3.7 Wild and Scenic Rivers Act 3.7.1 Is the projectlocated 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? No. According to http://www.rivers.gov, the proposed project area is not within a designated or study river. 3.8 Effects on Corps Civil Works Projects (33 USC 408) 3.8.1 Does the applicant also require permission under Section 14 of the Rivers and Harbors Act (33 USC 408) because the activity, in whole or in part, would alter, occupy, or use a Corps Civil Works project? No, there are no Corps Civil Works project(s) in or near the vicinity of the proposal. 4.0 Special Conditions 4.1 Are special conditions required to ensure minimal effects, protect the public interest and/or ensure compliance of the activity with any of the laws above? Yes. 4.2 Required special condition(s) Special condition: a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. Rationale:See Section 2.4.2. 5.0 Determination 5.1 Waiver request conclusion, if required or select N/A: N/A. 5.2 The activity, with the required mitigation, will result in no more than minimal individual and cumulative adverse effects on the aquatic environment and will not be contrary to the public interest, provided the permittee complies with the special conditions identified above. 5.3 This activity, as described, complies with all terms and conditions of the permit identified in Section 1.5. PREPARED BY: ________________________ Date: 6/22/2020 Bryan Roden-Reynolds           RODEN REYNOLDS.BRYAN.KENNETH.12 63385574 Digitally signed by RODEN REYNOLDS.BRYAN.KENNETH.1263385574 Date: 2020.06.22 15:31:53 -04'00' CompensatoryMitigationResponsibilityTransferForm  Permittee:CharlotteWater,StephenScott ActionID:SAWͲ2020Ͳ01055 ProjectName:LittleHopeCreekSewerImprovementsCounty:Mecklenburg   InstructionstoPermittee:ThePermitteemustprovideacopyofthisformtotheMitigationSponsor,eitheranapproved MitigationBankortheNorthCarolinaDivisionofMitigationServices(NCDMS),whowillthensigntheformtoverifythe transferofthemitigationresponsibility.OncetheSponsorhassignedthisform,itisthePermittee’sresponsibilitytoensure thattotheU.S.ArmyCorpsofEngineers(USACE)ProjectManageridentifiedonpagetwoisinreceiptofasignedcopyofthis formbeforeconductingauthorizedimpacts,unlessotherwisespecifiedbelow.IfmorethanonemitigationSponsorwillbe usedtoprovidethemitigationassociatedwiththepermit,oriftheimpactsand/orthemitigationwilloccurinmorethanone 8ͲdigitHydrologicUnitCode(HUC),multipleformswillbeattachedtothepermit,andtheseparateformsforeachSponsor and/orHUCmustbeprovidedtotheappropriatemitigationSponsors.  InstructionstoSponsor:TheSponsormustverifythatthemitigationrequirements(credits)shownbelowareavailableatthe identifiedsite.Bysigningbelow,theSponsorisacceptingfullresponsibilityfortheidentifiedmitigation,regardlessof whetherornottheyhavereceivedpaymentfromthePermittee.Oncetheformissigned,theSponsormustupdatethebank ledgerandprovideacopyofthesignedformandtheupdatedbankledgertothePermittee,theUSACEProjectManager,and theWilmingtonDistrictMitigationOffice(seecontactinformationonpage2).TheSponsormustalsocomplywithall reportingrequirementsestablishedintheirauthorizinginstrument.  PermittedImpactsandCompensatoryMitigationRequirements: PermittedImpactsRequiringMitigation*8ͲdigitHUCandBasin:03050103,CatawbaRiverBasin StreamImpacts(linearfeet)WetlandImpacts(acres) WarmCoolColdRiparianRiverineRiparianNonͲRiverineNonͲRiparianCoastal 20 0.02 *Ifmorethanonemitigationsponsorwillbeusedforthepermit,onlyincludeimpactstobemitigatedbythissponsor.  CompensatoryMitigationRequirements:8ͲdigitHUCandBasin:03050103,CatawbaRiverBasin StreamMitigation(credits)WetlandMitigation(credits) WarmCoolColdRiparianRiverineRiparianNonͲRiverineNonͲRiparianCoastal 400.02   MitigationSiteDebited:CityofCharlotteUmbrellaStreamandWetlandMitigationBank(MuddyCreek) (Listthenameofthebanktobedebited.Forumbrellabanks,alsolistthespecificsite.ForNCDMS,listNCDMS.IftheNCDMS acceptanceletteridentifiesaspecificsite,alsolistthespecificsitetobedebited).  SectiontobecompletedbytheMitigationSponsor  StatementofMitigationLiabilityAcceptance:I,theundersigned,verifythatIamauthorizedtoapprovemitigation transactionsfortheMitigationSponsorshownbelow,andIcertifythattheSponsoragreestoacceptfullresponsibilityfor providingthemitigationidentifiedinthisdocument(seethetableabove),associatedwiththeUSACEPermitteeandAction IDnumbershown.Ialsoverifythatreleasedcredits(and/oradvancecreditsforNCDMS),asapprovedbytheUSACE,are currentlyavailableatthemitigationsiteidentifiedabove.Further,IunderstandthatiftheSponsorfailstoprovidethe requiredcompensatorymitigation,theUSACEWilmingtonDistrictEngineermaypursuemeasuresagainsttheSponsorto ensurecomplianceassociatedwiththemitigationrequirements.  MitigationSponsorName:  NameofSponsor’sAuthorizedRepresentative:   SignatureofSponsor’sAuthorizedRepresentativeDateofSignature  ConditionsforTransferofCompensatoryMitigationCredit: x OncethisdocumenthasbeensignedbytheMitigationSponsorandtheUSACEisinreceiptofthesignedform,the Permitteeisnolongerresponsibleforprovidingthemitigationidentifiedinthisform,thoughthePermitteeremains responsibleforanyothermitigationrequirementsstatedinthepermitconditions. x Constructionwithinjurisdictionalareasauthorizedbythepermitidentifiedonpageoneofthisformcanbeginonlyafter theUSACEisinreceiptofacopyofthisdocumentsignedbytheSponsor,confirmingthattheSponsorhasaccepted responsibilityforprovidingthemitigationrequirementslistedherein.ForauthorizedimpactsconductedbytheNorth CarolinaDepartmentofTransportation(NCDOT),constructionwithinjurisdictionalareasmayproceeduponpermit issuance;however,acopyofthisformsignedbytheSponsormustbeprovidedtotheUSACEwithin30daysofpermit issuance.NCDOTremainsfullyresponsibleforthemitigationuntiltheUSACEhasreceivedthisform,confirmingthatthe Sponsorhasacceptedresponsibilityforprovidingthemitigationrequirementslistedherein. x SignedcopiesofthisdocumentmustberetainedbythePermittee,MitigationSponsor,andintheUSACEadministrative recordsforboththepermitandtheBank/ILFInstrument.ItisthePermittee’sresponsibilitytoensurethattheUSACE ProjectManager(addressbelow)isprovidedwithasignedcopyofthisform. x Ifchangesareproposedtothetype,amount,orlocationofmitigationafterthisformhasbeensignedandreturnedto theUSACE,theSponsormustobtaincaseͲbyͲcaseapprovalfromtheUSACEProjectManagerand/orNorthCarolina InteragencyReviewTeam(NCIRT).Ifapproved,highermitigationratiosmaybeapplied,aspercurrentDistrictguidance andanewversionofthisformmustbecompletedandincludedintheUSACEadministrativerecordsforboththepermit andtheBank/ILFInstrument.  Comments/AdditionalConditions:AletterfromCityofCharlotteUmbrellaStreamandWetlandMitigationBank, confirmingtheyarewillingandabletoaccepttheapplicant’scompensatorymitigationresponsibility,dated6/16/2020was includedwiththepreconstructionnotification.  ThisformisnotvalidunlesssignedbelowbytheUSACEProjectManagerandbytheMitigationSponsoronPage1.Once signed,theSponsorshouldprovidecopiesofthisformalongwithanupdatedbankledgerto:1)thePermittee,2)theUSACE ProjectManagerattheaddressbelow,and3)theWilmingtonDistrictMitigationOffice,Attn:ToddTugwell,11405Falls ofNeuseRoad,WakeForest,NC27587(email:todd.tugwell@usace.army.mil).Questionsregardingthisformoranyofthe permitconditionsmaybedirectedtotheUSACEProjectManagerbelow.  USACEProjectManager:BryanRodenͲReynolds USACEFieldOffice:CharlotteRegulatoryOffice USArmyCorpsofEngineers 8430UniversityExecutiveParkDrive,Suite615 Charlotte,NorthCarolina28262 Email:bryan.rodenͲreynolds@usace.army.mil    6/22/2020 USACEProjectManagerSignatureDateofSignature  CurrentWilmingtonDistrictmitigationguidance,includinginformationonmitigationratios,functionalassessments,and mitigationbanklocationandavailability,andcreditclassifications(includingstreamtemperatureandwetlandgroupings)is availableathttp://ribits.usace.army.mil %/$&. 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Ø 1" ANCHOR HOLES ONA Ø 32 3/4" B.C.D.MACHINEDSURFACE1 1/2"FRAME27 7/16"26 1/4"24"1 1/2"27"36"4"5/8"NOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 1,2 OR 3 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.U.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSMADE IN USAMO/DAY/YR1046Z PROD. N O .EAST JORDAN IRON WORKS(4)-Ø 1" ANCHORHOLES ON AØ 33 3/4" B.C.D.1 1/2"FRAMEMACHINEDSURFACE4"1"1 1/2"1/2"27 1/4"26 1/4"24"36"27 15/16"WEIGHT - 155 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 135 LB. MIN., 0% MINUS TOLERANCENOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 1,2 OR 3 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.U.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSWEIGHT - 170 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 173 LB. MIN., 0% MINUS TOLERANCE1-5/8"(4)-Ø 1" ANCHOR HOLES ONA Ø 32 3/4" B.C.D.MACHINEDSURFACE1 1/2"FRAMEFRAMEMACHINEDSURFACE1 1/2"4°(4)-Ø 1" ANCHORHOLES ON AØ 31" B.C.D.EAST JORDAN IRON WORKSMADE IN USAMO/ D A Y / Y R CLASS 35202719EAST JORDAN IRON WORKS2027Z1MADE IN USA27 7/16"26 1/4"24"1 1/2"28 3/8"36"7 1/2"5/8"36"3"1 1/2"7 1/2"27 1/2"26 1/4"24"28 3/16"7/8"5/8"FRAME SECTIONU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSMO/DAY/YRCLA S S 3 5 8014471MADE IN U.S.A.U.S. FOUNDRY(2)-Ø 1" ANCHORHOLES ON AØ 35 5/8" B.C.D.NOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 4 OR 5 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 175 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 154 LB. MIN., 0% MINUS TOLERANCEMACHINEDSURFACE1 1/2"FRAMEMACHINEDSURFACEMACHINEDSURFACE1 1/2"40 3/4"32 1/4"30"1 1/2"32 1/4"33 1/4"4"1 1/2"4"38"32 1/4"30"32 1/4"11/16"FRAMEMACHINEDSURFACE1 1/2"1 1/2"MAD E I N U . S . A . EAST J O R D A N I R O N W O R K S 001480111480 ZMO/DAY/YRU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSNOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 4 OR 5 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 175 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 170 LB. MIN., 0% MINUS TOLERANCEU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSNOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 1,2 OR 3 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 150 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 121 LB. MIN., 0% MINUS TOLERANCEU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSNOTES:LOAD RATING - HEAVY DUTYMATERIAL - DUCTILE OR CAST IRON AS INDICATED ABOVECOATING - UNDIPPEDUSE WITH TYPE D OR E FRAMEFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 165 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 150 LB. MIN., 0% MINUS TOLERANCEMO/DAY/YRCLA S S 3 5 USF 760MADE IN U.S.A.U.S. FOUNDRYDATE1480Z 1 V-142 0 PROD. NO.EAST JORDANASTM A48 CL 35BCOHMADE IN U.S.A.MO/DAY/YRMACHINEDSURFACEFRAMEMACHINEDSURFACE2 9/16"33 1/4"32 1/4"30"1 1/2"32 1/4"40 3/4"7/16"5/8"4"30"33 15/16"40 3/4"4 1/2"1 1/2"1 1/2"1"1-5/8"(4)-Ø 1" ANCHOR HOLES ONA Ø 37 1/2" B.C.D.(6)-Ø 1" ANCHORHOLES ON AØ 37" B.C.D.32 3/16"33 1/4"1 1/2"MADE IN THEUSAMO/DAY/YR2800Z1 PROD. N O .(4)-Ø 1" ANCHORHOLES ON AØ 31" B.C.D.MACHINEDSURFACEFRAMEMACHINEDSURFACE4"36"26 1/4"5/8"1 1/2"1 1/2"26 1/4"1 1/2"24"26 1/4"27 1/4"1 1/2"1 1/2"1 1/2"26 1/4"34"MACHINEDSURFACE24"4"MACHINEDSURFACEØ 1" VENT HOLE1 5/8"CAM LOCKSEE ASSEMBLYDETAIL1" ARIAL STYLETEST TYP.(2)-NONPENETRATINGPICKHOLES7"1/2"8 7/8"7/16"7/8"1 1/2"3 1/2"32"28 5/8"3 1/2"1 1/2"MACHINESURFACEVENT HOLE ȭORS GASKETNEOPRENERUBBER60 DUROMETERUSF CAMLOCK5/8" HEX HEAD BOLTALL GRADE S.S.TYPE 304CAM LOCK45°VENT HOLE11/16"2 1/8"2 1/2"22.50°4°MACHINESURFACEMACHINESURFACEMACHINESURFACEORS GASKETNEOPRENERUBBER60 DUROMETER3/8"3/4"5/8"1 1/4"3/16"5/8"3/8"5/16"3/16" DOVETAILGROOVEØ18"Ø 7/8" CAM LOCKHOLE @ Ø 28 5/8"CLASS 35DATEUSF NLMATERIAL - ASTM A48 CLASS 35PICK HOLES DETAILMATERIAL - ASTM A536 DUCTILE IRON- GRADE 80-55-06PICK HOLES DETAILCHARLOTTE - MECKLENBURG UTILITI E S SANITARY SEWERMADE IN THE U.S.ASANITARYSEWERW A R NING: DO NOT ENTERCHARLOTTE - MECKLENBURG UTILI T I E S 32"7"1/4"3 1/2"5/16"9"VENTHOLE ȭ31 1/4"(OUSIDE OF GROOVE)1" LETTERS(RECESSED FLUSH)(2) CLOSEDPICKHOLES1" DIA VENTHOLE(2) CAMS(SEE DETAIL)1 3/4"LETTERINGRECESSED1" LETTERINGRECESSED1 1/2"5/16"9"3 1/2"5/8"27 3/4"1/4"NEOPRENEGASKETVENT HOLEDI 80-55-06GS1480C1CLDIPROD. NO.MO/DY/YRX1 1/4".240".180"3/4"1"7/16"2 1/4"1 3/8"WELD ON JAM NUT OR PEENEND THREADS ON BOLT5/8-11 TYPE 304SS NYLOKNUT5/8-11 HEXJAM NUT TYPE 304 SSBRONZELOCK LUG5/8" I.D. 1 1/2" O.D.RUBBER WASHER5/8" I.D. 1 1/2" O.D.TYPE 304 SS FLAT WASHER5/8"-11 X 31/2" LG TYPE304 SSHEX BOLTWARNINGDO NOT ENTER%XVLQHVV/LFHQVH1R)'DYLG7D\ORU'ULYH6XLWH&KDUORWWH1RUWK&DUROLQD%ODFN 9HDWFK,QWHUQDWLRQDO&RPSDQ\ U.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSNOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE A,B OR C FRAMECOVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.COVER SHALL NOT BE OUT OF ROUND.WEIGHT - 150 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 145 LB. MIN., 0% MINUS TOLERANCEU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSWEIGHT - 165 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 150 LB. MIN., 0% MINUS TOLERANCEUSE WITH TYPE D OR E FRAMECOVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.COVER SHALL NOT BE OUT OF ROUND.NOTES:LOAD RATING - HEAVY DUTYMATERIAL - DUCTILE OR CAST IRON AS INDICATED ABOVECOATING - UNDIPPEDCHARLOTTE - MECKLENBURG UTILIT I E S SANITARY SEWERMADE IN THE U.S.AWARNINGDO NOT ENTERSANITARYSEWERW A R NING: DO NOT ENTERCHARLOTTE- MECKLENBURGUTILI T I E S (2)-LIFTING BARS26"22"1 1/2"3 1/4"15/16"6 1/4"1 15/16"5 3/16"2 1/8"3/8"2 3/8"1 1/2"1 5/8"1 ARIAL TEXT5/8" ARIAL STYLE TEXTCAM LOCK SEEASSEMBLYDETAIL(2)-NON PENETRATINGPICK HOLESUSF NLDATECLASS 351040AGSMO/DY/YRXPROD. NO.ASTM A48CL35BEAST JORDAN IRON WORKS15/16"5/8" TYPE 304S.S. ROD3/16" DOVTAILGROOVE1/2"3/16"5/8"1 1/4"3/4"3/8"5/16"5/8"3/16" DOVETAILGROOVE3/16"MACHINESURFACEPICK HOLES DETAILØ 7/8" CAM LOCKHOLE @ Ø 22"USF CAMLOCK5/8" HEX HEAD BOLTALL GRADE S.S.TYPE 304MACHINESURFACE3/4" LETTERS(RECESSED FLUSH)(2)-NON PENETRATINGPICK HOLES(2) COREDPICKBARSCAM LOCKSEE ASSEMBLYDETAIL5/8" TYPE 304S.S. RODNUT HEX 5/8"-11TYPE 304 S.S. NYLKLOCK LUGHEX BOLT5/8"-11X3"TYPE 304 SSWASHER1/16"x5/8"x1 1/2"RUBBERNUT HEX JAM 5/8"-11TYPE 304 S.S.WASHER5/8" ID 1.50OD TYPE 304S.S.2 1/18"3 13/16"1 5/8"9/16"Ø11/16"1 3/8"1/2".1800".2400"2 1/4"1 3/8"7/16"1"3/4".240".180"PICK HOLES DETAILØ26"13/16"1 1/2"1/4"NEOPRENEGASKET1/2"Ø 22 13/16"3 1/8"Ø25"O.D. OF GKT GROOVE1 1/8" BOSS3/4" LETTERS(RECESSED FLUSH)1 1/2"1" LETTERS(RECESSED FLUSH)1 1/2"CHARLOTTE - MECKLENBURG UTILIT I E S SANITARY SEWERMADE IN THE U.S.AWARNINGDO NOT ENTER1 5/8"CAM LOCKSEE ASSEMBLYDETAIL1" ARIAL STYLETEST TYP.(2)-NONPENETRATINGPICKHOLES32"28 5/8"3 1/2"1 1/2"CAM LOCKMACHINESURFACE1/2"8 7/8"7/16"7/8"1 1/2"3 1/2"MACHINESURFACEORS GASKETNEOPRENERUBBER60 DUROMETERUSF CAMLOCK5/8" HEX HEAD BOLTALL GRADE S.S.TYPE 30411/16"2 1/8"2 1/2"3/8"3/4"5/8"1 1/4"3/16"5/8"3/8"5/16"3/16" DOVETAILGROOVEMATERIAL - ASTM A48 CLASS 35PICK HOLES DETAIL45°22.50°4°ORS GASKETNEOPRENERUBBER60 DUROMETERØ18"Ø 7/8" CAM LOCKHOLE @ Ø 28 5/8"CLASS 35DATEUSF NLDI 80-55-06GS1480A1CLDIPROD. NO.MO/DY/YRXMATERIAL - ASTM A536 DUCTILE IRON- GRADE 80-55-06PICK HOLES DETAILMACHINESURFACESANITARYSEWERW A R NING: DO NOT ENTERCHARLOTTE - MECKLENBURG UTILI T I E S 1" LETTERS(RECESSED FLUSH)(2) CLOSEDPICKHOLES(2) CAMS(SEE DETAIL)1 3/4"LETTERINGRECESSED1" LETTERINGRECESSED1 1/2"5/16"9"3 1/2"5/8"27 3/4"1/4"NEOPRENEGASKET1 1/2"MACHINESURFACE32"1/4"3 1/2"5/16"9"3 1/2"31 1/4"(OUSIDE OF GROOVE)WELD ON JAM NUT OR PEENEND THREADS ON BOLT5/8-11 TYPE 304SS NYLOKNUT5/8-11 HEXJAM NUT TYPE 304 SSBRONZELOCK LUG5/8" I.D. 1 1/2" O.D.RUBBER WASHER5/8" I.D. 1 1/2" O.D.TYPE 304 SS FLAT WASHER5/8"-11 X 31/2" LG TYPE304 SSHEX BOLT.240".180"3/4"1"7/16"2 1/4"1 3/8"STREET VIEW - GRAVITY SEWER TRACER WIREPLAN VIEWNEW SERVICE ON EXISTING MAINMAGNESUIM ANODE (1 LB. MIN.)REQUITED WHERE NO TRACER WIREIS LOCATED ON SEWER MAIN (TYP)CURBCURBCURBCURBNO SPLICESPLICEFLOWSEWERSEWER MANHOLENO SPLICESTREET/ROADWAYNO. 12 GAUGESOLID COPPERTRACERWIRE (TYP)WRAP TRACER WIRE AROUNDOUTSIDE OF MANHOLE ANDCONNECT EACH WIRE TOGROUND ROD (SEE CLTWATERSTD. DETAIL)SEWER TRUNK LINEFLOWPLANTING STRIPSIDEWALKSEWERMAIN LINESEWER SERVICE LATERALSEWER SERVICE LATERALSEWER SERVICE LATERALSEWER MANHOLESTREET/ROADWAYPLANTING STRIPSIDEWALKFLOWWRAP TRACER WIRE AROUND OUTSIDEOF MANHOLE AND CONNECT EACH WIRETO GROUND ROD (SEE CLTWATER STD.DETAIL)EXIST. SEWERMAIN LINEWITHOUTTRACER WIRENO. 12 GAUGE SOLIDCOPPER TRACERWIRE (TYP)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)RIGHT OF WAYEASEMENT LINECLEANOUTCLEANOUTCLEANOUTRIGHT OF WAYEASEMENT LINECONCRETE PAD(SEE CLTWATER STD.DETAIL)VALVE BOXASSEMBLY(SEECLTWATERSTD.DETAIL)PROPERTYEASEMENTLINECONCRETE PAD(SEE CLTWATER STD.DETAIL)VALVE BOXASSEMBLY(SEE CLTWATER STD.DETAIL)PROPERTY EASEMENTLINECONCRETE PAD(SEE CLTWATER STD.DETAIL)VALVE BOXASSEMBLY(SEE CLTWATER STD.DETAIL)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)SEWERMANHOLESEWERTRUNKLINESEWEROUTFALLNOSPLICESTREAMNO. 12 GAUGEWRAP TRACER WIREAROUND OUTSIDE OMANHOLE AND CONNEACH WIRE TO GROUROD (SEE CLTWATESTD. DETAIL)FLOWFLOWSTREAMSEWEROUTFALLTRENCH DETAILTRACER WIRE FOR GRAVITY SEWER DEEPER THAN 8 FTPROFILE VIEWWARNING TAPETRACER WIREWARNING TAPETRACER WIRESEWERPIPE12"4' TO 5'FINISH GRADE24"SEWERMANHOLEFINISH GRADESECTION VIEWSEWERMANHOLECONNECTIONDETAILNO. 12 GAUGE SOLIDCOPPER TRACERWIRE (TYP)NO. 12 GAUGESOLID COPPERTRACERWIRE (TYP)FINISH GRADESEWERMANHOLENO SPLICESERVICELATERALSEWERPIPEGRAVITY SEWERMAIN LESS THAN8' DEPTHTRACING WIRESHALL BEATTACHED TOPIPEGRAVITY SEWER MAIN GREATER THAN 8'DEPTH TRACER WIRE SHALL BE ATTACHEDTO PIPE AND PLACED AT A DEPTH OF 4TO 5 FEET DIRECTLY ABOVE SEWER PIPENOTES:1. TRACER WIRE SHOWN AWAY FROM PIPE FOR CLARITY.TRACER WIRE SHALL BE INSTALLED IMMEDIATELYADJACENT TO THE SEWER PIPE. TRACER WIRE SHALL BEFASTENED TO THE PIPE WITH ZIP TIES AR 10 FOOTINTERVALS.2. 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