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HomeMy WebLinkAbout20231709 Ver 1_Lakeside Reserve epcn documents compressed_20231213Angela Petros From: Angela Petros Sent: Thursday, December 15, 2022 7:34 AM To: 401 PreFile Subject: Lakeside Reserve NWP 29 Pre -Application To Whom It May Concern, Atlas will be submitting an NWP 29 application for Lakeside Reserve project. This project is in Concord (Cabarrus County). This project is a Residential project. Niblock Homes is the applicant. Angela Petros ATLAS Environmental, Inc. 338 S. Sharon Amity Road #411 Charlotte, NC 28211 (704) 965-1219 mobile www.atiasenvi.com Offices in Asheville and Charlotte ENVIRONMENTAL Preliminary ORM Data Entry Fields for New Actions SAW-2022-02562 BEGIN DATE [Received Date]: Prepare file folder ❑ Assign Action ID Number in ORM ❑ 1. Project Name [PCN Form A2a]: Lakeside Reserve 2. Work Type: Private ❑ Institutional ❑ Government ❑ Commercial ❑✓ 3. Project Description / Purpose [PCN Form 133d and 133e]: The purpose of this project is for the construction of a residential development that includes 135 lots. 4. Property Owner / Applicant [PCN Form A3 or A41: Owner: Niblock Homes LLC Applicant: Ken Foster and William Niblock of Niblock Homes 5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson 6. Related Action ID Number(s) [PCN Form B5b]: SAW-2022-02562 (Krysta Stygar) 7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]: 2183 Heglar Road Concord, NC 28025 35.3866950 /-80.5271820 8. Project Location -Tax Parcel ID [PCN Form 131a]: 5549-69-0093, 5549-59-2272, 5640-70-5379, and 5549-49-9161 9. Project Location — County [PCN Form A2b]: Cabarrus 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Concord 11. Project Information — Nearest Waterbody [PCN Form 132a]: Cold Water Creek, Class C, Index # 13-17-9-4-(1.5) 12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: Rocky, 03040105 Authorization: Section 10 ❑ Section 404 Regulatory Action Type: ❑Standard Permit ✓ Nationwide Permit # 29 ❑ Regional General Permit # ❑ Jurisdictional Determination Request ❑✓ Section 10 & 404 ❑ ❑Pre -Application Request Unauthorized Activity 0 Compliance ❑ No Permit Required Revised 20150602 ATLAS ENVIRONMENTAL December 12, 2023 US Army Corps of Engineers NC Division of Water Resources Charlotte Regulatory Field Office 401 and Buffer Permitting Unit Attn: Krysta Stygar Attn: Stephanie Goss 8430 University Executive Park Drive, Suite 611 1617 Mail Service Center Charlotte, NC 28262 Raleigh, North Carolina 27699-1617 Re: Lakeside Reserve +/- 93.215 acres 2183 Heglar Road Concord, NC 28025 Nationwide Permit 29 Application Action ID # SAW-2022-02562 / DWR Project #: unknown Krysta/Stephanie: Atlas Environmental Inc is submitting the enclosed package on behalf of Ken Foster and William Niblock of Niblock Homes for approval of a Nationwide Permit 29 verification for unavoidable impacts to Waters of the United States. Atlas Environmental completed a stream and wetland delineation on November 04 and 07, 2022. The AJD was issued on March 09, 2023. The purpose of this project is for the construction of a residential development that includes 135 lots. The project will have two unavoidable impacts to Waters of the United States, consisting of one stream and one wetland impact. Both impacts are needed for the construction and grading of a road. Impact S1 consists of —208 linear feet (0.009 acres) of intermittent stream impact for the installation of a culvert pertaining to the construction of a road. Impact W1 consists of —0.017 acres of wetland impact for fill pertaining to the construction/grading of a road. The project does not exceed thresholds, so no mitigation is being proposed. Impacts have been reduced by the proposed design and location of the buildings, positioning of parking, and the design of stormwater basins and control measures. Approximately 77% of the stream features onsite are not being impacted, along with 10.42 acres of impoundments. Three isolated wetlands are being impacted, however 99.2% of jurisdictional wetlands have been preserved. Enclosed are the necessary permit application documents and additional information. Thank you for your attention to the enclosed request. Please contact me if you need any additional information. Best regards, Allyson Sinclair asinclair@atlasenvi.com ATLAS Environmental, Inc. 338 S. Sharon Amity Road #411 Charlotte, North Carolina 28211 704-512-1206 (o) / 828-712-9205 (m) www.atlasenvi.com / Offices in Asheville and Charlotte A - ENVIRONMENTAL AGENT AUTHORIZATION FORM U.S, Army Corps of Engineers, Wilmington District Attn: Mr. Scott McLendon, Chief, Regulatory Division PO Box 1890 Wilmington, North Carolina 28402-1890 -and- NC Division of Water Resources, Water Quality Program Wetlands, Buffers, Streams — Compliance and Permitting Unit Attn: Mr. Paul Wojoski, Supervisor 1617 Mail Service Center Raleigh, North Carolina 27699-1650 I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement holder of the property/properties identified below, hereby authorize Atlas Environmental Inc to act on my behalf as my agent during the processing of permits to impact Wetlands and Waters of the U5 that are regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the US subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non-404 Wetlands subject to a permitting program administered by the State of North Carolina. Atlas Environmental Inc is authorized to provide supplemental information needed for delineation approval and/or permit processing at the request of the Corps or NC QWR Water Quality Program. Project Name: Lakeside Reserve Property Owner of Record: Niblock Homes, LLC Contact Name: William Niblock Address: 759 Concord Pkwy N, Suite 20 Address: Concord, NC 28027 Phone/Fax Number: (704) 788-4818 Email Address: wniblock@niblockhomes.com Project Address: NC Hwy 49 S and Heglar Rd., Concord, NC Project Address: Tax PIN: 5549690093, 5549592272, 55494_99161 and 5640705379 Signature: Date: 11 - 15 - 2022 ATLAS Environmental Inc. 338 S. Sharon Amity Road, #411 Charlotte, North Carolina 28211 704-512-1206 (o) / 828-712-9205 (m) irobertson@atlasenvi. rom www.atlasenvi.rom ��s�c�=/ �ois—�� \�:�� - - _ -EEL._ m - oEv£a�o z m a z N � x z EwF\Fw a ,.i o z p"p w d d� W fKF O Z a F L 0 O fn�N2m � a Qz�0.wrr,. w wzWo�F,Sroz a z O w d W m PAc�zw OCIFm OdR1 A. pq W P. 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We submit the following comments in accordance with the provisions of the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661-667e); the National Environmental Policy Act (42 U.S.C. §4321 et seq.); and section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act). On July 5, 2022, the U.S. District Court of the Northern District Court of California vacated the 2019 regulations implementing section 7 of the Act. On September 21, 2022, the Ninth Circuit Court of Appeals granted a request to stay the U.S. District Court of Northern California's July 5, 2022, order that vacated the 2019 Act regulations. As a result, the 2019 regulations are again in effect, and the U.S. Fish and Wildlife Service (Service) has relied upon the 2019 regulations in issuing our written concurrence on the action agency's "may affect, not likely to adversely affect" determination. However, because the outcome of the legal challenges to the 2019 Act regulations is still unknown, we considered whether our substantive analyses and conclusions would have been different if the pre-2019 regulations were applied in this informal consultation. Our analysis included the prior definition of "effects of the action." We considered all the "direct and indirect effects" and the "interrelated and interdependent activities" when determining the "effects of the action." We then considered whether any "effects of the action" that overlap with applicable ranges of listed species would be wholly beneficial, insignificant, or discountable to the species. As a result, we determined the substantive analysis and conclusions would have been the same, irrespective of which regulations applied. Project Description According to the information provided, the Applicant proposes to construct a residential development and appurtenances on approximately 93 partially forested acres in Concord, North Carolina. The information provided suggests that the proposed project will require authorization from the U.S. Army Corps of Engineers for unavoidable impacts to Waters of the United States. Federally Listed Endangered and Threatened Species Your correspondence indicates that suitable habitat is present within the action area (50CFR 402.02) for the federally endangered Schweintiz's sunflower (Helianthus schweinitzii). However, targeted botanical surveys during an acceptable timeframe detected no evidence for this species at that time. Therefore, we believe that the probability for inadvertent loss of this plant is insignificant and discountable and would concur with a "may affect, not likely to adversely affect" determination from the action agency for this plant. Botanical survey results are valid for two years for the purposes of consultation under the Act: hllps://www.fws. gov/asheville/pdfs/Optimal%20Survey%20Windows%20for%20listed%20plant s%202020.pdf Suitable habitat for tricolored bat (Perimyotis subflavus) may be present within the proposed action area. On September 14, 2022, the Service published a proposal in the Federal Register to list the tricolored bat as endangered under the Act. The Service has up to 12 months from the date the proposal published to make a final determination, either to list the tricolored bat under the Act or to withdraw the proposal. The Service determined the bat faces extinction primarily due to the range -wide impacts of WNS. Because tricolored bat populations have been greatly reduced due to WNS, surviving bat populations are now more vulnerable to other stressors such as human disturbance and habitat loss. Species proposed for listing are not afforded protection under the Act; however, as soon as a listing becomes effective (typically 30 days after publication of the final rule in the Federal Register), the prohibitions against jeopardizing its continued existence and "take" will apply. Therefore, if you suspect your future or existing project may affect tricolored bats after the potential new listing goes into effect, we recommend analyzing possible effects of the project on tricolored bats and their habitat to determine whether consultation under section 7 of the Act is necessary. Conferencing procedures can be followed prior to listing to ensure the project does not jeopardize the existence of a species. Projects with an existing section 7 biological opinion may require re -initiation of consultation to provide uninterrupted authorization for covered activities. Please contact our office for additional guidance or assistance. Monarch butterfly is a candidate species, and we appreciate the project proponent's consideration of monarch butterfly when evaluating the action area for impacts to federally listed species and their habitats. The species is not subject to section 7 consultation, and an effects determination is not necessary. General recommendations for pollinators can be provided and would be protective of monarch butterfly should the project proponent like to implement them in the future. Your correspondence indicates that suitable habitat is not present within the action area for any other federally protected species. Therefore, we require no further information and consider consultation to be complete at this time. Please be aware that obligations under section 7 of the Act must be reconsidered if. (1) new information reveals impacts of the identified action may affect listed species or critical habitat in a manner not previously considered, (2) the identified action is subsequently modified in a manner that was not considered in this review, or (3) a new species is listed or critical habitat is determined that may be affected by the identified action. We offer the following recommendations on behalf of natural resources: K Erosion and Sediment Control Measures to control sediment and erosion should be installed before any ground -disturbing activities occur. Grading and backfilling should be minimized, and existing native vegetation should be retained (if possible) to maintain riparian cover for fish and wildlife. Disturbed areas should be revegetated with native vegetation as soon as the project is completed. Ground disturbance should be limited to what will be stabilized quickly, preferably by the end of the workday. Natural fiber matting (coir) should be used for erosion control as synthetic netting can trap animals and persist in the environment beyond its intended purpose. Impervious Surfaces and Low -Impact Development Increased storm -water runoff also degrades aquatic and riparian habitat, causing stream -bank and stream -channel scouring. Impervious surfaces reduce groundwater recharge, resulting in even lower than expected stream flows during drought periods, which can induce potentially catastrophic effects for fish, mussels, and other aquatic life. Accordingly, we recommend that all new development, regardless of the percentage of impervious surface area they will create, implement storm -water -retention and -treatment measures designed to replicate and maintain the hydrograph at the preconstruction condition to avoid any additional impacts to habitat quality within the watershed. We recommend the use of low -impact -development techniques, such as reduced road widths, grassed swales in place of curb and gutter, rain gardens, and wetland retention areas, for retaining and treating storm -water runoff rather than the more traditional measures, such as large retention ponds, etc. These designs often cost less to install and significantly reduce environmental impacts from development. Where detention ponds are used, storm -water outlets should drain through a vegetated area prior to reaching any natural stream or wetland area. Detention structures should be designed to allow for the slow discharge of storm water, attenuating the potential adverse effects of storm -water surges; thermal spikes; and sediment, nutrient, and chemical discharges. Also, because the purpose of storm -water -control measures is to protect streams and wetlands, no storm -water -control measures or best management practices should be installed within any stream (perennial or intermittent) or wetland. The Service appreciates the opportunity to provide these comments. Please contact Mr. Byron Hamstead of our staff at byron_hamstead@fws.gov if you have any questions. In any future correspondence concerning this project, please reference our Log Number 4-2-23-440. Sincerely, - - original signed - - Janet Mizzi Field Supervisor Firefox about:blank North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona K Sartos, Admmstrator Governor Ray Cooper S.&ary D. Reid Wlson December 31, 2022 Office of Archives and History Deputy Secretazy, Darin]. Waters, PhD. Jennifer Robertson, irobertsonAatlasenvi.com Atlas Environmental Inc. 338 South Sharon Amity Road Charlotte, NC 28211 Re: Construct Lakeside Reserve Residential Development, 2183 Heglar Road Concord, Cabarrus County, ER 19-1045 Dear Ms. Robertson: Thank you for transmitting the environmental review documentation for the above -referenced project, on behalf of your client, Niblock Homes. We have reviewed the information provided and offer the following comments. Much of the proposed project area overlaps with another proposed subdivision project (Buffalo Ranch Subdivision) that was reviewed by our office in 2019 and which was designated ER 19-1045. While this current submission appears to be a separate development, we have retained the previous environmental review number given the overlap. One archaeological site has been recorded within the project area. Site 31CA22 was recorded by local informant in 1970s and documented as having stone tools and flakes. The site was not subject to systematic subsurface investigations, nor has it been assessed for listing in the National Register of Historic Places (NRHP). Four additional archaeological sites are located within a 0.25-mile radius of the project area, none of which have been systematically surveyed to determine the presence or significance of archaeological resources. Based on the topographic and hydrological setting of the area disturbance, and the presence of archaeological sites in and around the project area, we recommend that prior to the initiation of any ground disturbing activities, an archaeological survey be conducted by an experienced archaeologist that targets the location of 31 CA22 as well as other high probability landforms within the project area. The purpose of this survey will be to identify and evaluate the significance of archaeological sites that may be damaged or destroyed by the proposed project. The archaeological survey should be conducted by an experienced archaeologist that meets the Secretary of the Interior's Professional Qualification Standards_ A list of archaeological consultants who have conducted or expressed an interest in contract work in North Carolina is available at Location 109 East ones Street Raleigh NC 27601 Maiii g Address: 4617 Mail Bernice Center, Raleigh'\ C 27699-4617 Telephone/Fare (919) 814-6570/814-6898 1 of 2 1/3/2023, 8:17 AM Firefox about:blank ER 19-1045, December 31, Page 2 of 2 https://archaeology.ncdcr.gov/archaeolop,ical-consultant-list. The archaeologists listed, or any other experienced archaeologist, may be contacted to conduct the recommended survey. Our office requests consultation with the Office of State Archaeology Review Archaeologist to discuss appropriate field methodologies prior to the archaeological field investigation. You can find the Review Archaeologist for your region at https://archaeology.neder.gov/about/contact-0. OSA's Archaeological Standards and Guidelinesfor Background Research, Field Methodologies, Technical Reports, and Curation can be found online at: https://files.nc.gov/dncr-arch/OSA_Guidelines_Dec20l7.pdf. We have determined that the project as proposed will not have an effect on any historic structures. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comments, please contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or environmental.reviewAncdcr.gov. In all future communication concerning this project, please cite the above -referenced tracking number. Sincerely, Ramona Bartos, Deputy State Historic Preservation Officer Cc: Krysta Stygar, US Army Corps of Engineers krvMtynka.b.stygarfc-r�,usace.a=.rniJ Location l09 East Jones Street, Raleigh VC 2-501 Mailing Addms: 4617 ILL2 StMee Ceatec, Raleigh tic 2 76994617 Telephone/Pax (919)81i-65?0/814-6898 2 of 2 1/3/2023, 8:17 AM U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2022-02562 County: Cabarrus U.S.G.S. Quad: NC -Concord NOTIFICATION OF JURISDICTIONAL DETERMINATION Requestor: Niblock Homes, LLC Ken Foster Address: 759 Concord Parkway Suite 20 Concord, NC 28027 Telephone Number: 704-634-9756 E-mail: wniblo ck&niblockhomes.com Size (acres) 93.215 Nearest Town Concord Nearest Waterway Cold Water Creek RiverBasin Upper Pee Dee USGS HUC 03040105 Coordinates Latitude:35.386695 Longitude:-80.527182 Location description: Projectis located at2183 Heclar Road, near Concord, Cabarrus County,North Carolina. PIN(s): 5549- 69-0093 , 5549-59-2272, 5549-49-9161 Indicate Which of the Following Apply: A. Preliminary Determination ❑ There appearto be waters, including wetlands on the above described project area/property, that maybe subject to Section404 of the Clean WaterAct (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. Therefore this preliminary jurisdiction detenninationmay be used in the permit evaluationprocess, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat allwaters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictionalwa ters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative AppealProce ss (Reference 33 CFR Part 3 31). However, you may request an approved JD, which is an appealable action, by contacting the Corps districtfor further instruction. ❑ There appear to be waters, including wetlands on the above described project area/property, that maybe subject to Section 404 of the Clean WaterAct (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters, including wetlands have notbeen properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction over a llof the waters, including wetlands atthe project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters, including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conducta delineation that can be verified by the Corps. B. Approved Determination ❑ There are Navigable Waters ofthe United States within the above describedproject area/property subjectto the permit requirements of Section 10 of the Rivers andHarbors Act (RHA) (33 USC § 403) and Section 404 ofthe Clean WaterAct (CWA)(33USC§ 1344). Unless there is a change in law or our published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this notification. ® There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section 404 of the Clean WaterAct (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this notification. ❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may notbe able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultantto conduct a delineationthat can be verifiedby the Corps. ❑ The waters, including wetlands on yourprojectarea/property have been delineated andthe delineationhas been verified by the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once SAW-2022-02562 verified, this survey will provide an accurate depiction of all areas subjectto CWAjurisdiction on your property which, provided there is no change in the law or our published regulations, maybe relied upon fora period not to exceed five years. ❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signedby the Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this determination maybe relied upon for a periodnotto exceed five years from the date ofthis notification. ❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subjectto the permit requirements of Section404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination maybe relied upon for a period notto exceed five years from the date ofthis notification. ❑ The property is located in one ofthe 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of CoastalMa nagement in Morehead City, NC, at (252) 808-2808 to determine their requirements. Placement of dredged or fillmaterialwithin waters of the US, including wetlands, without a Department ofthe Army permit may constitute a violation of Section301 of the Clean WaterAct (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters ofthe United States without a Department of the Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions rega rdin g this determination and/or the Corps regulatory program, please contact Krystynka B Stygar at 252-545-0507 or krystynka.b.stygar&gsace.army.mil. C. Basis For Determination: Seethe approved jurisdictional determination form dated 03/09/2023. D. Remarks: See Aquatic features on map, "Lakeside Reserve 0210312023" E. Attention USDA Program Participants This delineation/determinationhas been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may notbe valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) If you object to this determination, you may requestanadministrative appealunder Corps regulations at33 CFR Part 331. Enclosed you will find a Notification ofAppealProcess (NAP) fact sheet and Request for Appeal (RFA) form. Ifyourequest to appealthis determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Mr. Philip A. Shannin Administrative Appeal Review Officer 60 Forsyth StreetSW,FloorM9 Atlanta, Georgia 3 0303-8803 AND PHI LIP.A. SHANNIN&USACE.ARMY.MIL In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, andthat it has been received by the Division Office within 60 days ofthe date ofthe NAP. Should you decide to submit an RFA form, it must be received at the above address by 05/08/2023. * * It is not necessary to submit anRFAform to the Division Office if you do notobject to the determination in this correspondence.** Corps Regulatory Official: /�G ��q Date of JD: 03/09/2023 Expiration Date of JD: 03/09/2028 SAW-2022-02562 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: Atlas Environmental, Inc Jennifer Robertson Address: 338 S. Sharon Amity Road, # 411 Charlotte, NC 28211 Telephone Number: 704-512-1206 E-mail: jrobertson(a atlasenvi.com NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: NiblockHomes. LLC, Ken Foster File Number: SAW-2022-02562 I Date: 03/09/2023 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMITDENIAL C ® APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies yourrights and options regarding an administrative appealof the above decision. Additional information may be found at orhttp://www.usace.army.miUMissions/CivilWorks/Regulatory Pro aamandPermits.aspx or the Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and yourwork is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appealthe permit, including its terms and conditions, and approved jurisdictionaldeterminations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain term sand conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit yourright to appealthe permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)modify the permit to address allof your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluatingyour objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appealthe permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and yourwork is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appealthe permit, including its terms and conditions, and approved jurisdictionaldeterminations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appealthe declined permit underthe Corps of Engineers Administrative AppealProcess by completing Section II of this form and sendingthe form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appealthe denialof a permit underthe Corps of Engineers Administrative AppealProcess by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept orappealthe approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appealthe approved JD. • APPEAL: If you disagree with the approved JD, you may appealthe approved JD under the Corps of Engineers Administrative AppealProcess by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which maybe appealed), by contactingthe Corps district for further instruction. Also you may provide newinformation for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FORAPPEAL OROBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appealis limited to a review of the administrative record, the Corps memorandum forthe record of the appealconference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant northe Corps may add new information or analyses to the record. However, you may provide additionalinformation to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/orthe If you only have questions regarding the appealprocess you may appealprocess you may contact: also contact: District Engineer, Wilmington Regulatory Division MR. PHILIP A. SHANNIN Attn: Krystynka B Stygar ADMINISTRATIVE APPEAL REVIEW OFFICER Charlotte Regulatory Office CESAD-PDS-O U.S Army Corps of Engineers 60 FORSYTH STREET SOUTHWEST, FLOOR M9 8430 University Executive Park Drive, Suite 615 ATLANTA, GEORGIA 30303-8803 Cha rlottc, No rth Carolina 28262 PHONE: (404) 562-5136; FAX(404) 562-5138 EMAIL: PHILIP.A.SHANNINna,USACE.ARMY.MIL RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appealprocess. You will be provided a 15-day notice of any site investigation, and will have the opportunity to participate m all site investi ations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Krystynka B Stygar, 8430University Executive park Drive, suite 615, Charlotte, North Carolina, 28262 For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip Shannin, Administrative Appeal Officer, CE SAD-PDO, 60 Forsyth Street, Room 10M15, Atla nta, Georgia 30303-8801 Phone: (404) 562-5137 APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FORAPPROVED JURISDICTIONAL DETERMINATION (JD): 03/09/2023 B. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Lakeside Reserve, SAW-2022-02562 C. PROJECT LOCATION AND BACKGROUND INFORMATION: Project is located at 2183 Heglar Road, near Concord, Cabarrus County, North Carolina. PIN(s): 5549-69-0093 , 5549-59-227Z 5549-49-9161 State: NC County/parish/borough: Cabarrus City: Concord Center coordinates of site (lat/longin degree decimal format): Lat. 35.386695 , Long.-80.527182 Universal Transverse Mercator: Name of nearestwaterbody: Cold Water Creek Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Name of watershed or Hydrologic Unit Code (HUC): 03040105 ® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. ❑ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a different JD form D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ® Field Determination. Date(s): Initial Delineation: ll/03/2022,11/04/2022,11/07/2022,Site Visit 01/31/2023 SECTION H: SUMMARY OF FINDINGS ,A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There are no "navigable waters ofthe U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. [Required] ❑ Waters subject to the ebb and flow of the tide. ❑ Waters are presently used, or have been used in the past, or maybe susceptible for use to transport interstate or foreign commerce. Explain: B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There are "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required] 1. Waters of the U.S. a. Indicate presence of waters of U.S. in review area (check all that apply): t El TNWs, including territorial seas ❑Wetlands adjacentto TNWs ❑X Relatively permanent waters 2 (RPWs) that flow directly or indirectly into TNWs ❑Non-RPWs that flow directly or indirectly into TNWs ❑X Wetlands directly abutting RPWs that flow directly or indirectly into TNWs ❑X Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs ❑Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs ❑X Impoundments of jurisdictional waters ❑Isolated (interstate or intrastate) waters, including isolated wetlands b. Identify (estimate) size of waters of the U.S. in the review area: Non -wetland waters: 919 linear feet, 1-10 wide, and/or (10.290) including impoundment acres. Wetlands:2.024 acres. c. Limits (boundaries) of jurisdiction based on: Established OHWM Elevation of established OHWM (if known): ' Boxes checked below shall be supported by completing the appropriate sections in Section III below. 2 Forpurposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally" (e.g., typically 3 months). Page 1 of 8 Form Version 10 June 2020 2. Non -regulated waters/wetlands (check if applicable): 3 ❑X Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain: Isolated Wetlands WL 1200, WL 2100, and WL 3000. WL 1200, WL 2100, and WL 3000 have no hydrologic connection to any jurisdictional features. SECTION III: CWA ANALYSIS A. TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section III.A.1 and Section IH.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IILAA and 2 and Section III.D.1.; otherwise, see Section III.B below. 1. TNW Identify TNW: Summarize rationale supporting determination: 2. WetlandadjacenttoTNW Summarize rationale supporting conclusion that wetland is "adjacent': B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY): This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine whether or not the standards for jurisdiction established under Rapanos have been met. The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are "relatively permanent waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3 months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round (perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow, skip to Section III.D.4. A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and EPA regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even though a significant nexus finding is not required as a matter of law. If the waterbody4 is not an RPW, or a wetland directly abutting anRPW, a JD will require additional data to determine if the waterbody has a significant nexus with a TNW. If the tributary has adj acent wetlands, the significant nexus evaluation must consider the tributary in combination with all of its adj scent wetlands. This significant nexus evaluation that combines, for analytical purposes, the tributary and all of its adj acent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section IILBA for the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adj acent to that tributary, both onsite and offsite. The determination whether a significant nexus exists is determined in Section III.0 below. 1. Characteristics of non-TNWs that flow directly or indirectly into TNW (i) General Area Conditions: Watershed size: Choose an item. Drainage area: Choose an item. Average annual rainfall: inches Average annual snowfall: inches (ii) Physical Characteristics: (a) Relationship with TNW: ❑ Tributary flows directly into TNW. ❑ Tributary flows through Choose an item. tributaries before entering TNW. Project waters are Choose an item. river miles from TNW. Project waters are Choose an item. river miles from RPW. Project waters are Choose an item. aerial (straight) miles from TNW. Project waters are Choose an item. aerial (straight) miles from RPW. s Supporting documentation is presented in Section IILF. Note that the histructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and West. Page 2 of 8 Form Version 10 June 2020 Project waters cross or serve as state boundaries. Explain: Identify flowrouteto TNW5: Tributary stream order, if known: (b) General Tributary Characteristics (check all that apply): Tributary is: ❑Natural ❑Artificial (man-made). Explain: ❑Manipulated (man -altered). Explain: Tributary properties with respect to top of bank (estimate): Average width: feet Average depth: feet Average side slopes: Choose an item.. Primary tributary substrate composition (check all that apply): ❑ Silts ❑ Sands ❑ Concrete ❑Cobbles ❑Gravel ❑Muck ❑Bedrock ❑Vegetation. Type/%cover: El Other. Explain: Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Presence of run/riffle/pool complexes. Explain: Tributary geometry: Choose an item. Tributary gradient (approximate average slope): % (c) Flow: Tributary provides for: Choose an item. Estimate average number of flow events in review area/year: Choose an item. Describe flow regime: Other information on duration and volume: Surface flow is: Choose an item.. Characteristics: Subsurface flow: Choose an item.. Explain findings: ❑Dye (or other) test performed: Tributary has (check all that apply): ❑Bed and banks ❑OHWM6(check all indicators that apply): ❑ clear, natural line impressed on the bank El the presence of litter and debris ❑ changes in the character of soil ❑ destruction of terrestrial vegetation ❑ shelving El the presence of wrack line ❑ vegetation matted down, bent, orabsent ❑ sediment sorting ❑ leaf litter disturbed or washed away ❑ sediment deposition El water staining ❑ other (list): ❑Discontinuous OHWM.7 Explain: ❑scour ❑multiple observed or predicted flow events ❑X abrupt change in plant community If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply): ❑High Tide Line indicated by: ❑ Mean High Water Mark indicated by: 'Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW. 6A natural or man-made discontinuity in the OIIWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where the OIIWM has been removed by development or agricultural practices). Where there is a break in the OIIWM that is unrelated to the waterbody's flow regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break. ')bid. Page 3 of 8 Fonn Version 10 June 2020 ❑ oil or scum line alongshore objects ❑ survey to available datum; ❑ fine shell or debris deposits (foreshore) ❑physical markings; ❑physical markings/characteristics ❑vegetation lines/changes in vegetation types. ❑tidal gauges ❑ other (list): (iii) Chemical Characteristics: Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.). Explain: Identify specific pollutants, if known: (iv) Biological Characteristics. Channel supports (check all that apply): ❑Riparian corridor. Characteristics (type, average width): ❑Wetland fringe. Characteristics: ❑Habitat for: El Federally Listed species. Explain findings: ❑Fish/spawn areas. Explain findings: ❑ Other environmentally -sensitive species. Explain findings: ❑Aquatic/wildlife diversity. Explain findings: 2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW (i) Physical Characteristics: (a) General Wetland Characteristics: Properties: Wetland size: acres Wetland type. Explain: Wetland quality. Explain: Project wetlands cross or serve as state boundaries. Explain: (b) General Flow Relationship with Non-TNW: Flow is: Choose an item. Explain: Surface flow is: Choose an item. Characteristics: Subsurface flow: Choose an item.. Explain findings: ❑Dye (or other) test performed: (c) Wetland Adjacency Determination with Non-TNW: El Directly abutting ❑Not directly abutting El Discrete wetland hydrologic connection. Explain: ❑Ecological connection. Explain: ❑ Separated by berm/barrier. Explain: (d) Proximity (Relationship) to TNW Project wetlands are Choose an item. river miles from TNW. Project waters are Choose an item. aerial (straight) miles from TNW. Flow is from: Choose an item.. Estimate approximate location of wetland as within the Choose an item. floodplain. (ii) Chemical Characteristics: Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed characteristics; etc.). Explain: Identify specific pollutants, if known: (iii) Biological Characteristics. Wetland supports (check all that apply): El Riparian buffer. Characteristics (type, average width): Page 4 of 8 Fonn Version 10 June 2020 ❑Vegetation type/percent cover. Explain: ❑Habitat for: ❑Federally Listed species. Explain findings: ❑Fish/spawn areas. Explain findings: ❑ Other environmentally -sensitive species. Explain findings: ❑Aquatic/wildlife diversity. Explain findings: 3. Characteristics of all wetlands adjacent to the tributary (if any) All wetland(s) being considered in the cumulative analysis: Choose an item. Approximately acres in total are being considered in the cumulative analysis. For each wetland, specify the following: Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres) Summarize overall biological, chemical and physical functions beingperformed: C. SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adj acent wetland lies within or outside of a floodplain is not solely determinative of significant nexus. Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example: • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW? • Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearingyoung for species that are present in the TNW? • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that support downstream food webs? • Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or biological integrity of the TNW? Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section IILD: 2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combinationwith all of its adjacent wetlands, then go to Section IILD: 3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section IILD: Wetland WL 1000 does not directly abut channel CH 100, but due to the proximity of the two features one may flood into the other during heavy rain events. There is also a likely connection through groundwater.. D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area: ❑ TNWs: linear feet, wide, Or acres. Page 5 of 8 Fonn Version 10 June 2020 ❑Wetlands adjacentto TNWs: acres. 2. RPWs that flow directly or indirectly into TNWs. ❑ Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that tributary is perennial: 0 Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year)are jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows seasonally: Channels CH 100, CH 2O0, CH 400, and CH 500 all scored above a 19 and below a 30 on the NC Stream ID form Provide estimates for jurisdictional waters in the review area (check all that apply): 0 Tributary waters: 919 linear 1-10feet wide. NOther non -wetland waters: 10.452 acres. Identify type(s) of waters: Pond 100 and Pond 400 Non-RPWss that flow directly or indirectly into TNWs. ❑ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is jurisdictional. Data supporting this conclusion is provided at Section IILC. Provide estimates for jurisdictional waters within the review area (check all that apply): ❑ Tributary waters: linear feet, wide. El Other non -wetland waters: acres. Identify type(s) of waters: 4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs. 0 Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands. ❑ Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that tributary is perennial in Section IILD.2, above. Provide rationale indicating that wetland is directly abutting an RPW: ❑X Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicatingthat tributary is seasonal in Section III.B and rationale in Section IILD.2, above. Provide rationale indicating that wetland is directly abutting an RPW: Wetlands WL 1000 and WL 1100 have a direct hydrologic connection to channel CH 100. Wetland WL 2000 has a direct hydrologic connection to channel CH 2O0. WL 5000 has a direct hydrological connection to channel CH 500. Provide acreage estimates for jurisdictional wetlands in the review area: acres. 5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs. ❑ Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supportingthis conclusion is provided at Section III.C. Provide acreage estimates for jurisdictional wetlands in the review area: acres. 6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs. ❑ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supportingthis conclusion is provided at Section III.C. Provide estimates for jurisdictional wetlands in the review area: acres. 7 Impoundments of jurisdictional waters.9 As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional. ❑ Demonstrate that impoundment was created from "waters of the U.S.," or ❑ Demonstrate that water meets the criteria for one of the categories presented above (1-6), or ❑Demonstrate that water is isolated with a nexus to commerce (see E below). $See Footnote # 3. 'To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook. Page 6 of 8 Fonn Version 10 June 2020 E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY): io ❑which are or could be used by interstate or foreign travelers for recreational or other purposes. ❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce. ❑which are or could be used for industrial purposes by industries in interstate commerce. El Interstate isolated waters. Explain: El Other factors. Explain: Identify water body and summarize rationale supporting determination: Provide estimates for jurisdictional waters in the review area (check all that apply): ❑ Tributary waters: linear feet, wide. ❑Other non -wetland waters: acres. Identify type(s) of waters: ❑Wetlands: acres. F. NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): ❑ If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements. ❑Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce. ❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the "Migratory Bird Rule" (MBR). 0 Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain: Isolated with no connection to downstream waters. No Nexus between Wetland WL 1200, WL 2100, or WL 3000 to jurisdictional waters. El Other: (explain, if not covered above): Provide acreage estimates for non -jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional judgment (check all that apply): ❑Non -wetland waters (i.e., rivers, streams):linear feet, wide. ❑Lakes/ponds: acres. ❑Other non -wetland waters: acres. Listtype of aquatic resource: ❑ Wetlands: acres. Provide acreage estimates for non -jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction (check all that apply): ❑Non -wetland waters (i.e., rivers, streams):linear feet, wide. ❑Lakes/ponds: acres. El Other non -wetland waters: acres. List type of aquatic resource: ❑ Wetlands: acres. Wetland WL 1200 (— 0.014 Ac), WL 2100 (-0.033 Ac) and WL 3000 (-0.222) totaling0.269 acres. SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked and requested, appropriately reference sources below): ❑X Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: ❑X Data sheets prepared/submitted by or on behalf of the applicant/consultant. ❑ Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: 10Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos. Page 7 of 8 Fonn Version 10 June 2020 0 El El El ❑X Corps navigable waters' study: U.S. Geological Survey Hydrologic Atlas: ❑USGS NHD data. 0USGS 8 and 12 digit HUC maps. U.S. Geological Survey map(s). Cite scale & quad name: Concord 1:24,000 Quadrangle. USDA Natural Resources Conservation Service Soil Survey. Citation: National wetlands inventory map(s). Cite name: State/Local wetland inventory map(s): FEMA/FIRM maps: 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) Photographs: 0Aerial (Name & Date): Google Earth images. Or ❑X Other (Name & Date): Date): Site photographs November 34 4rh, and 7ri, 2022. Previous determination(s). File no. and date of response letter: Applicable/supporting case law: Applicable/supporting scientific literature: Other information (please specify): Site Visit conducted 01/31/2023 B.ADDITIONAL COMMENTS TO SUPPORT JD: Page 8 of 8 Fonn Version 10 June 2020 -'/ J� ��%I IIII� l 1 (( \ �) 1 'off �i>iii�`� •mr�ra�?.�' LL C) C) C) C) Ln C) C) Ln oLn U m m o 9 - Z r _ pla a�ea3 �p21•- � Cn .` a - c� o `E ,`� • U c m �• a -0 L : ��► DDOZ 0 CY) N O N M O A L (B 7 L Cll LL 6 (B 0 Y V O Z E tp LO O 00 CN U ra N Z 4 �p N fll OV LL LO C)� U0) co Y Q LO o, C� M J = ui (V � = M N V N Z O +' i 0 0 Z O U i O JL2 U a- O N mmmovo 0000 co N O N M O i' (B 7 O LL O (B 0 0 z L- 0 CV � U fu N Z L 4- CO LO N L2 o ULO 0) co � Y c ku 0 Q (3) i°n rn W m M = Lf ) C = re) mCV V N Z O +' O U i O J U a- t° a z L1J N 0 N 4- O 4 � (3) CM