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HomeMy WebLinkAbout20201289 Ver 2_Rice Road e-PCN Attachments_20230927Jennifer Robertson From: laserfiche@ncdenr.gov Sent: Sunday, October 25, 2020 12:00 AM To: Jennifer Robertson Cc: alanjohnson@ncdenr.gov Subject: Pre -Filing Meeting is not needed for Rice Road Subdivision - 20201289 Ver 1 The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for Rice Road Subdivision that you submitted on 9/24/2020 2:57 PM. The ID number for that project is 20201289, Version 1. It has been decided that no meeting is needed for this project. Project file link: https://edocs.deq.nc.gov/WaterResources/Browse.aspx?dbid=0&startid=1299732 When you submit your application please upload a copy of the attached document in this email. This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as responses are not monitored. Preliminary ORM Data Entry Fields for New Actions SAW-2019-1502 BEGIN DATE [Received Date]: Prepare file folder ❑ Assign Action ID Number in ORM ❑ 1. Project Name [PCN Form A2a]: Rice Road Subdivision 2. Work Type: Private Wl Institutional ❑ Government ❑ Commercial ❑ 3. Project Description / Purpose [PCN Form 133d and 133e]: Residential development, the purpose is to develop more single family housing opportunities to meet the increasing need in the Charlotte area. 4. Property Owner / Applicant [PCN Form A3 or A41: Kinger Homes, LLC / Mr. Dhanesh Kumar 5. Agent / Consultant [PCN Form AS — or ORM Consultant ID Number]: Atlas Environmental / Jennifer Robertson 6. Related Action ID Number(s) [PCN Form BSb]: SAW-2019-1502; DWR: 2020-1289 Ver 1 and Ver 2 7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]: 35.14261 N-80.70686 W, 2401 Rice Road Matthews, NC 28105 8. Project Location - Tax Parcel ID [PCN Form 131a]: 19353205 9. Project Location — County [PCN Form A2b]: Mecklenburg 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Matthews 11. Project Information — Nearest Waterbody [PCN Form 132a]: Irvins Creek, Class C 12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: Lower Catawba, 03050103 Authorization: Section 10 ❑ Section 404 Regulatory Action Type: Standard Permit ✓ Nationwide Permit # 29 version #3 ❑ Regional General Permit # ❑ Jurisdictional Determination Request ❑✓ Section 10 & 404 ❑ R Pre-Application Request Unauthorized Activity 0 Compliance ❑ No Permit Required Revised 20180124 A ` � ' �i1► / ,�J.� -. US Army Corps of Engineers Asheville Regulatory Field Office Attn: Krysta Stygar 8430 University Executive Park Dr, Suite 611 Charlotte, North Carolina 28262 September 19, 2023 NC Division of Water Resources 401 and Buffer Permitting Unit Attn: Stephanie Goss 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Re: Rice Road Subdivision- +/- 13.59 Acres 2401 Rice Road Matthews, NC 28105 Nationwide Permit 29 Request Corps Action I D: SAW-2019-01502 / NC DWR Project #: 2020-1289 Ver 1 and Ver 2 Krysta/Stephanie: The applicant, Mr. Dhanesh Kumar with Kinger Homes, LLC, is requesting approval of the enclosed Nationwide Permit 29 revision for the Rice Road subdivision. This is the second revision (Version 3) for the Rice Road subdivision. The project's purpose is to construct a thirty- one lot subdivision in Matthews, NC. The project will provide much needed housing for residents of Matthews. The site plan has been modified once to meet the requirements proposed by the Town of Matthews. This new revision of the site plan is due to changes to construction techniques and costs for the headwall design plan. The headwalls are needed to decrease additional impacts to the stream. The site plan will still consist of the embedded rip rap apron at the inlets of the culverts. The road crossing location was chosen due to the presence of an underground reach of stream that the Corps concurred was not a potential Waters of the US. This revision will have additional impacts of 0.009 acres of wetland impact near the riprap dissipator pad. - Summary of Corps impacts previously approved: 32.5 linear feet for culvert installation and 30 linear feet for riprap dissipator pad - Summary of Corps revised impacts #1: 57 linear feet for culvert installation and 60 linear feet for riprap dissipator pad - Summary of Corps revised impacts #2: 111 linear feet for culvert installation (stream); 0.009 acres for wetland fill, 60 linear feet for riprap dissipator pad, and 20 linear feet for temporary impacts to pump around the work area - Summary of DWR impacts previously approved: 33 linear feet of permanent impact and 30 linear feet of temporary impact - Summary of DWR revised impacts #1: 57 linear feet of permanent impact and 60 linear feet of temporary impact - Summary of DWR revised impacts #2: 110 linear feet for culvert installation (stream); 0.009 acres for wetland and 60 linear feet for riprap dissipator pad No mitigation is necessary since impacts are under the mitigation threshold of 0.02 acres for streams and 0.10 acres for wetland. Previously mitigation was required because of the HUC 08 location, Catawba 03050103. DMS receipts of the previously paid mitigation credits are 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 / W RONMENTAL attached. A refund can be provided to Kinger Homes, LLC if the USACE can provide a written statement that mitigation is no longer required. An email to Kelly Williams at NC DMS is an acceptable form of writing. Also attached are the correspondence letters with Fish and Wildlife Service and the NC State Historic Preservation Office. The previously signed NWP 29's, WQC 401's, and Jurisdictional Determination of this project are also included. Enclosed are the necessary permit application revision 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, Environmental Specialist asinclair@atlasenvi.c1 m 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 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: Mrs. Karen Higgins, 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 US 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 DWR Water Quality Program. Project Name: Rice Road Subdivision Property Owner of Record: Kinger Homes, LLC Contact Name: Dhanesh Kumar Address: 2401 Rice Road Address: Matthews, NC 28105 Phone/Fax Number: 631-662-9068 Email Address: dhanesh@kingerhomes.com Project Address: 2401 Rice Road Project Address: Matthews, NC 28105 Tax PIN: 10353205 Signature: Date: September 15, 2020 TLASEnvironmental Inc. 338 S. Sharon Annik, Road, #,I l I Charlotte, North Carolina 28211 7(4-512-1206 (o) ,828-712-9205 ern) jrohertson@atlasenvi.com WWVV.atlasenvi. om %- / N...\ �1 ! [- WETLANDS 730 720 710 700 690 680 I ISTREAM CENTERLINE S2: 30 linear feet Stream Impact; Temporary Embedded Rip Rap CH 100 PROPOSED RETAINING WALL. DESIGN BY OTHERS x\\\ '14�1 / S1: 10 linear feet Stream Impact; Temporary Pump Around CH 100 Px�C Ox d5 S& 10linear feet Stream Impact; Temporary Pump Around CH 100 PROPOSED RETAINING WALL. DESIGN BY OTHERS / u Stream Impact; Permanent Culvert CH 00 -2 STREAM CENTERLINE SL-1 - 0+21.87 S4: 31 linear feet (0.004 AC) Stream Impact; Permanent Culvert CH 100 \A\ W1: 0.009 acre Wetland Impact; Permanent Grading Fill .�" WL1200 ,a S5: 30 linear feet / I Stream Impact; Temporary Embedded Rip Rap CH 100 HEADWALL 2 Ef�il__ SL-2 - 0+01.66 10 -10 710 710 700 700 — — PIPE INVERT=696.82 690 EXISTING GRADE =698.40 690 68010 10680 HEADWALL 1 SL-3 - 1+19.03 10 0 -10 710 710 700 700 690 PIPE INVERT =692.00 690 EXISTING GRADE = 693.00 68010 680 10 HEADWALL 2 H CAR0 O��aFEss�o��% �� f a 4697 � aaD9/l8/ZO23a � ��S S G��G.�`�. 11I']11,0 730 720 710 700 690 680 N RICE ROAD SUBDIVISION SALE: REVISIONS 1"=40' EX01 STREAM IMPACT DATE: 09,18,203 STREAM IMPACT REVISION W E 03/19/2020 0 20 40 80 S PRoJ. #: NORTH ARROW GRAPHIC SCALE 1 "=40 FT. 218068 rn"' �\ 1 WETLANDS 50' RIGHT OF WAY LINE IIMPACTS 1 � -a 403 SF (0.009AC) TOTAL WETLAND DIST. 0.014 AC CREEK DISTURBANCE STREAM CENTERLINE �0, TOP WALL - 705.27 BTM WALL - 705.27 301F EMBEDDED RIPRAP \ d50 = 12" TOP WALL - 696.99 BTM WALL - 696.99 > PROPOSED RETAINING WALL. DESIGN BY OTHERS � MAM 0000,101 f1p: 0 LlJ< 'p-l- CREEK ENTERSSUBGRADE THIS AREA TOP WALL - 705.00 o BTM WALL - 696.26 Q sAV 30.8 LF (0.004AC) ROW 301F EMBEDDED RIPRAPol STREAM IMPACT / d d50 = 12" 403 SOFT (0.009AC) WETLANDS PROPOSED RETAINING IMPACT WALL. DESIGN BY OTHERS ` TOP 706.09 1 �Np BTM 698.98 I STREAM CENTERLINE TOP 699.20 BTM 699.20 Epp CAR �SE f o — \ _ 4697 r\ -R, ao9/l8/2o23a PAD EL.=709 CA N RICE ROAD SUBDIVISION 1" =40� REVISIONS EX-02 GRADING EXHIBIT DATE: 0918'2=STRE�IMPACTREVISI°N W e 03/19/2020 0 20 40 80 s PROJ. #: NORTH ARROW GRAPHIC SCALE 1 "=40 FT. 218068 2' SW EA 1 J1 3 50' R/W (MINIMUM) 4'-0 4 --1 2'-0" 2'-( RESIDENTIAL STREET 1 1/2" SF9.5A ASPHALT (FINAL CONSTRUCTION) TACK COAT (PUCE 1 1/2" S9.58 ASPHALT (INITIAL CONSTRUCTON) JUST PRIOR TO FINAL 1 1/2" SURFACE COURSE) W COMPACTED AGGREGATE BASE COURSE _—COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION NOTES: 1. THE CROWN (TRANSVERSE SLOPE) FOR TYPICAL SECTION ON THIS SHEET IS 3/8" PER FOOT. 2. ELEVATION OF SIDEWALK SHALL BE NO LESS THAN 6" OR MORE THAN 1B" ABOVE THE ROADWAY CROWN. SW 1 PAVEMENT SCHEDULE © 3" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S9.5B AND SF9.5A (SEE LEFT) QE 8" COMPACTED AGGREGATE BASE COURSE 2'-0" VALLEY GUTTER !� 4" CONCRETE SIDEWALK PAVEMENT NOTES, 1. SUBGRADE MUST BE TESTED BY AN INDEPENDENT TESTING LAB, AND HAVE A DENSITY OF 100% IN ACCORDANCE WITH AASHTO-T99; BASE COURSE MUST HAVE A DENSITY OF 90% FOR B.C.B.C. AND 100% FOR A.B.C. IN ACCORDANCE WITH AASHTO-T1BO SURFACE COURSE SHALL BE COMPACTED TO A DENSITY OF 95%. ALL TESTS TO BE CONDUCTED BY AN INDEPENDENT TESTING FIRM AT THE DEVELOPERS EXPENSE, AND THE RESULTS SENT TO MECKLENBURG COUNTY ENGINEERING DEPARTMENT AND TO THE STREET MAINTENANCE DEPARTMENT FOR THE TOWN. (FOR ADDITIONAL TESTING AND REPAIR STANDARDS PLEASE REFER TO MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS SPECIFICATIONS AND SPECIAL PROVISION NOTES) 2. FINAL LIFT OF ASPHALT TO BE APPLIED AFTER % OF DEVELOPMENT OCCUPANCY OR 1 YEAR AFTER BASE COURSE ACCEPTANCE (WHICHEVER OCCURS FIRST). APPROVED DATE 02/2007 MATTHEWS TYPICAL SECTION LOCAL RESIDENTIAL STREET COMPREHENSIVE STREET CLASSIFICATION SYSTEM (CLASS VI) 1 11.51 2 CONCRETE PIPE DIMENSIONS WALL THK. OUT DO, IN DIA. MIN. H A B C E F G W K M 2 1 4119 1 2' 15" 271/2 20' 24' B" 7 1 2" 4' 4' W 17 10" 2 1 2 23 18 31 20 24 B 9 4 4 B 17 12" 3' W. 24" 33" 20" 30" B" 12" 4" 4" W 21 15" 3 1 2 37" 30" 45 20 44 12 15 B B 8 31 18 4 44 36 52' 32" 44' 12 18" 6' 8' 8 31 2Y 4 1 2 51 42 59 32 48 21 8 8 34 26 5 56 48 66 32 48 24 6" 8 8 34 29 5 1 2 65" 54" 73' 32' 54 12 27' 6 72 60 BO 36 66 12 30 8 12 12 46 38 6 1 2 79 88 88" 40 7' 86" 72" 94" 36" 73" 12 36' 12 12 56 43" REINFORCING "C" BAR "D" BAR fLOT.NO LGT. 2'-0" 4 2-3" 4 2'-2" 2'-9" 4 2'-W 3'-3" 4 3'-2" 3'-9" 4 3'-W 4'-3"4 4 -2 4'-8" 4 4'-8" 5'-3" 4 5'-2" 5'-8' 4 5'-88'-3" 4 6'-2' 72' 4 W-9' 4 8'-8" TOP VIEW 1T 12" ON CENTER N CENTER CONCRETE WINGWALL WITH SPLASH PAD 20.17 RICE ROAD SUBDIVISION EX-03 ROAD CROSS SECTION 0 0 0 0 GRAPHIC SCALE 1 "=0 FT. ENGINEER'S SEAL SCALE: DATE: 03/19/2020 PROJ. # 218068 REVISIONS 109/18/2023 STREAM IMPACT REVISION I E2 & SOISZ JN'.kll nOJ EMUNTDIJ�WSM'anuvw'au aDRI LObZ N`+ v SOZESE61:QI'I'aDdvd e �v NoisiAlaans aVou HDIH « 5 r a Q O y Ma - 4al � sae o Q Q I M10 CM nu o gmg ,v'/ e �e a P - z " _ �wm_� / F� qaL p z£p i HIV Iv AII' III I Ng o k= I b� F l �2 \ Z^¢= tt� I6 a zg C oo in- N / V IXDa g m �m = 05 , Z o� = i YI 2o a ®. oQ W°o Uw og W g __H° s�wLL6 o PON oa =<ni N °gw a s we-"° s w=wN �$FcF ¢mw»>i..m.o oCs.w.om ¢o mo¢:oo3� 0 Q� 00 Q 0 Q� - w go S w _ Q 0 � 5 - � 8 g 3 8 g- 0 a za 00 Q LL �o Q 5 � g g i�VA II LO O CO N U vi ID O (O O Ci V V � ui +� M CD rV Z c Q Q) Ofu C V O a` -L2U r- .r LL r t \ O Dr O Chase .� - Windsor O Sri _ fir O 5+ O O 104, o N Alaqua Ct N O cp N x � G U V LO N o L 00 =3 U p z V) �., ) 00 V O i � r\ a..J O f o OP 07 � N Lri +� M O E N 4' O r .. O L2 U a� LU Dylan Dr � J M Q z ra Q U a--+ �.. �, _0 C N N p � (a > a-J ate-+ N� N JODOoCM Li 0 0 0 N U � Q c) � N O O O 2 O C O N O O U j N C C O U C Q O Cr G N C U a-J V) U i L D 0 Q Q U o a-J o fa I- D �o 0 �O Q o 7 � >J En (U LL N LO L a 0') O i L Q O U +-+ o 1 N p ` «3 o U 1 � N Q, � �� � DD�o LO O 00 N U Z N ra V_ V_ O (O Q Z v O o 0 d J LL O N O N CO E 0) Q N N (O CO O 0 OP Lri M fu c 0 U 0 LL O O 1D enbeIV O Ln Ln N IU M Co > O O p U 1 O O O N LO o d JJ Q Cro G U a- J V) N U L 0 w U a=+ fa D 07 Q 0 CJ N U �Q U Q (n c c N M CO O O O L >Ell > Z3 L Q �O �� O U :Lj _0 a- a- > U � L- N Q) ■ i4i�`• I� r� U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2019-01502 County: Mecklenburg U.S.G.S. Quad: NC -Mint Hill GENERAL PERNHT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Kinser Homes, LLC Dhanesh Kumar Address: 2401 Rice Road Matthews, NC 28105 Telephone Number: 631-662-9068 E-mail: dhanesh(&kingerhomes.com Size (acres) 13.59 Nearest Town Matthews Nearest Waterway Irvins Creek River Basin Santee USGS HUC 03050103 Coordinates Latitude: 35.14261 Longitude:-80.70686 Location description: The review area is located on the north side of Rice Road; approximately 0.4 miles east of the intersection of Rice Road and Sam Newell Road. PIN: 19353205. Reference review area description shown in Pre -Construction Notification entitled "Aquatic Resource Sketch Mad' and dated 09/18/20. Description of projects area and activity: This verification authorizes the permanent stream impacts of 62.5 (32.5 linear feet for culvert installation and 30 linear feet for rinran dissinator nads) to facilitate the construction of a residential develonment. Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 29. Residential Developments 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 1/8/2021, and the enclosed plans Overall Grading Plan and Sheets EX01-EX03 dated 3/19/2020. 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 brvan.roden-reynolds(a)usace.army.mil. RODEN Digitally signed by RODEN REYNOLDS.BRYAN.KENNETH.1263385574 Corps Regulatory Official: REYNOLDS.BRYAN.KENNETH.1263385574 Date: 2021.01.25 10:27:04 -05'00' Date: 1/25/2021 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: Atlas Environmental, Inc. Jennifer Robertson Address: 338 S. Sharon Amity Road, Suite 411 Charlotte, NC 28211 Telephone Number: 704-512-1206 E-mail: irobertsonAatlasenvi.com 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. b. Please be advised that if additional impacts to waters of the U.S., either on this property or on/adjacent to this property and associated with this project/activity, are proposed at a later date, those impacts will be combined with the current impacts to waters of the U.S. and will be reviewed cumulatively. Generally, compensatory mitigation will be required if individual or cumulative (i.e., past and present) losses or degradation of waters of the U.S., are greater than 150 linear feet of perennial or intermittent stream channel and/or 0.1 acre of wetland. Additionally, cumulative impacts that result in the loss or degradation of greater than 300 linear feet of perennial or intermittent stream channel and/or 0.5 acre of wetland, will be processed under an Individual Permit. This verification of the use of the Nationwide Permit Program for this project does not imply that this office will necessarily approve any future proposal to impact waters of the U.S. on this property and/or associated with this project/activity. Action ID Number: SAW-2019-01502 County: Mecklenburg Permittee: Kinser Homes, LLC, Dhanesh Kumar Project Name: Rice Road Subdivision Date Verification Issued: 1/25/2021 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@us ace. 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 SAW-2019-01502 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: Kinger Homes, LLC, Dhanesh Kumar 1.2 Activity location: Latitude- 35.14261 Longitude:-80.70686 Location description: The review area is located on the north side of Rice Road; approximately 0.4 miles east of the intersection of Rice Road and Sam Newell Road. PIN: 19353205. Reference review area description shown in Pre -Construction Notification entitled "Aquatic Resource Sketch Map" and dated 09/18/20. 1.3 Description of activity requiring verification -This verification would authorize the permanent stream impacts of 62.5 (32.5 linear feet for culvert installation and 30 linear feet for riprap dissipator pads) to facilitate the construction of a residential development. 1.4 Is this an After -the -Fact verification? No. 1.5 Date PCN determined complete for processing 1/14/2021 1.6 Jurisdiction Determination completed? A Preliminary JD was completed on 10/8/2020. 1.7 Permit authority: Section 404 of the Clean Water Act (33 USC 1344) 1.8 Applicable Permit: NWP 29. Residential Developments 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. SAW-2019-01502 2.2 Site specific factors: The review area consists of a single-family residence with a driveway and maintained yard, some mature forested areas, one stream, and six wetlands. The surrounding land use is primarily residential developments. 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. The project area is located within the Lower Catawba watershed (HUC 03050103) which is highly urban. This area has a long history of intensive land uses which has resulted in long term degradation to aquatic resources. The watershed has rapidly converted to developed area and impervious surfaces since the 1970's due to the rapid expansion of the Charlotte metropolitan area. The National Land Cover Dataset estimated that 7.697% of the watershed (HUC 03050103) consisted of impervious surfaces in 2011. This is expected to be 8.5-9% today based on the pace of development in this watershed since 2011. Scientific literature cited by the USEPA Office of Water Recovery in their 09/01/2011 dated Recovery Potential Metrics Summary Form for watershed percent impervious cover suggests that these levels of impervious surfaces cause substantial physical, chemical, and biological harm to the aquatic environment. Additionally, there are currently no private mitigation banks or in -lieu fee sites with credits available to offset losses of aquatic function from private development in this watershed. Given the quality of the waters to be impacted, the scarcity of similar resources in this watershed, and the largely urban nature of the watershed, the waters within the project area provide important aquatic resource functions to downstream waters that are difficult to replace. The loss of these functions in this setting and in the proposed quantities necessitates compensatory mitigation to ensure that cumulative impacts to onsite and downstream aquatic resources are individually and cumulatively minimal. 2.4.3 Type and location of compensatory mitigation SAW-2019-01502 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? No. Is the impact in the service area of an approved in -lieu fee program? Yes. ,r 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 Table 1: Mitigation Type and Location Mitigation bank credits In -lieu fee program credits Perm ittee-res onsible mitigation under a watershed approach Perm ittee-res onsible mitigation, on -site and in -kind Perm ittee-res onsible 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: 130 linear feet of stream credits Rationale for required compensatory mitigation amount: This amount of compensatory mitigation is required because the mitigation site is located in a different watershed/8 digit HUC than the impacted aquatic resources. The PCN lacked any quality rating for the impacted stream such as North Carolina Stream Assessment Methodology. Without this knowledge of the current quality of the impacted stream, the Corps assumes the stream is high quality and determines the compensatory mitigation ratio accordingly (i.e., 2:1). The impacts are located in the Expanded Service Area which would necessitate the need to double the compensatory mitigation ratio due to the lack of available credits in the watershed. Therefore, the compensatory mitigation ratio for the 130 linear feet of stream impacts is 4:1. 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. SAW-2019-01502 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: Schweinitz's sunflower (Helianthus schweinitzii) 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. The Corps has determined the proposed activity will not directly or indirectly affect any species subject to the ESA. 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 January 14, 2021, 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. SAW-2019-01502 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. In a letter dated November 10, 2020, the 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." 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. 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. SAW-2019-01502 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. b. Please be advised that if additional impacts to waters of the U.S., either on this property or on/adjacent to this property and associated with this project/activity, are proposed at a later date, those impacts will be combined with the current impacts to waters of the U.S. and will be reviewed cumulatively. Generally, compensatory mitigation will be required if individual or cumulative (i.e., past and present) losses or degradation of waters of the U.S., are greater than 150 linear feet of perennial or intermittent stream channel and/or 0.1 acre of wetland. Additionally, cumulative impacts that result in the loss or degradation of greater than 300 linear feet of perennial or intermittent stream channel and/or 0.5 acre of wetland, will be processed under an Individual Permit. This verification of the use of the Nationwide Permit Program for this project does not imply that this office will necessarily approve any future proposal to impact waters of the U.S. on this property and/or associated with this project/activity. Rationale -See Section 2.4.2. 5.0 Determination 5.1 Waiver request conclusion, if required or select N/A: N/A. SAW-2019-01502 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: RODEN Digitally signed by RODEN REYNOLDS.BRYAN.KEN REYNOLDS.BRYAN.KENNETH.126 3385574 NETHA263385574 Date: 2021.01.2510:26:29-05'00' Date: 1/25/2021 Bryan Roden -Reynolds Compensatory Mitigation Responsibility Transfer Form Permittee: Kinger Homes, LLC, Dhanesh Kumar Action ID: SAW-2019-01502 Project Name: Rice Road Subdivision County: Mecklenburg Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors. Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements: Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03050103, Catawba River Basin Stream Impacts (linear feet) Wetland Impacts (acres) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 32.5 *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03050103 Expanded Service Area Stream Mitigation (credits) Wetland Mitigation (credits) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 130 Mitigation Site Debited: (List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS acceptance letter identifies a specific site, also list the specific site to be debited). Section to be completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Name: Name of Sponsor's Authorized Representative: Signature of Sponsor's Authorized Representative Date of Signature Conditions for Transfer of Compensatory Mitigation Credit: • Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE Project Manager (address below) is provided with a signed copy of this form. • If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the USACE administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions: A letter from NCDMS, confirming they are willing and able to accept the applicant's compensatory mitigation responsibility, dated 1/4/2021 was included with the preconstruction notification. This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls of Neuse Road, Wake Forest, NC 27587 (email: todd.tugwell@usace.army. mil). Questions regarding this form or any of the permit conditions may be directed to the USACE Project Manager below. USACE Project Manager: Bryan Roden -Reynolds USACE Field Office: Charlotte Regulatory Office US Army Corps of Engineers 8430 University Executive Park Drive, Suite 615 Charlotte, North Carolina 28262 Email: bryan.roden-reynolds@usace.army.mil RODEN Digitally signed by RODEN REYNOLDS.BRYAN.KENNETH. REYNOLDS.BRYAN.KENNETH.12633855 74 1263385574 Date: 2021.01.25 10:26:09-05'00' 1/25/2021 USACE Project Manager Signature Date of Signature Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at http://ribits.usace.army.mil 04 NVId ONIGVNO N a. D 1 91 u o l -= soLffZJN uNnoJ9an9N3AJdw sMdH]-LV UOSU2H WON L07z N � JOa�. ��`.�� SOZ£S£blOI l3J2fdd O_ s NOISInloans avoN AaN w a o .s o o 3s n °a s "s n � '4 � �� :_ _ 9� " o8c 3 p 3 °s `� "°E c w �o $o �ad� • • A� p 3 pi s-s V - ogo - �_ -- o WETLANDS Stream Impact Plan STREAM CENTERLINE 301F EMBEDDED RIPRAP j5o = 12" S L-: PROPOSED RETAINING WALL. DESIGN BY OTHERS p Impact S2 koo B 28.2' of culvert ROW mitigation required j Impact S1 4.3' of culvert mitigation required Impact S3 30' of embedded riprap i no mitigation required 28.2 LF STREAM IMPACT CREEK ENTERS SUB/GRRA `D'E�THHIISSAARREA / H W 1 \ \\ \ / 4.3 REAM IMPACT WETLANDS STREAM CENTERLINE I / PROPOSED TAI G WALL. DES N B THE SL-1 - 8+60.36 40 730 30 20 910 0 0 720 HEADWALL 1 HEADWALL 2 710 EX GRADE PR GRADE 700 690 20% PIPE BURY (TYP) 60" RCP 680 40 30 20 10 0 -10 - 0 - 0 SL-2 - 0+61.14 710 10 0 10 710 700 700 PIPE INVERT: 696.33 690 EXISTING GRADE = 697.33 680 T I 10 -10 680 HEADWALL 1 -400rk HensonFoley Landscape Architecture I Civil Engineering I Surveying 8712 Lindholm Drive, Suite 202A, Huntersville NC 28078 p: 704.875.1 615f: 1 704.875.0959 1 v .hensonfoley.com 730 720 710 700 690 — 20% PIPE BURY (TYP) 680 S L-3 - 0+02.00 ,``� \\ C C /y 0 10 0 -10 d - XESS/� 710 710 _ ��°-, 0 o-7 700 _ 700 =� ° __ 690 PIPE INVERT = 693.01 = 46974 EXISTING GRADE = 694.01 ° 0�2/23/20200° ` 680 680 '.� °° �NGI\E��° 10 10 �, ° HEADWALL 2 ����i /t III 0 \\\\\���� 0 20 40 80 GRAPHIC SCALE 1"=40 FT. RICE ROAD SUBDIVISION ISCALE: DATE: STREAM IMPACT 31LE: T EXO FILE:218068 50' RIGHT OF WAY LINE \ \ Stream Crossing CREEK DISTURBANCE Grading Exhibit oo 0 SF TOTAL WETLAND DISTURBANCE 32.5 LF CREEK DISTURBANCE WETLANDS \ I �\ STREAM CENTERLINE 00 �S ° HW 2 j �— 30LF EMBEDDED RIPRAP I \ 28.2 LF STREAM IMPACT \ s0 12 PROPOSED RETAINING — CREEK ENTERS WALL. DESIGN BY OTHERS SUBGRADE THIS AREA 6�17, OF �l 60\RcA H W 1 s' / ROW 4.3 LF STREAM IMPACTVA WETLANDS \ STREAM CENTERLINE o I PROPOSED RETAINING ' WALL. DESIGN BY OTHERS \ J NCJ s \�o � � SSSS��fffllfff��7777 CAR 7 7 O�o\FESS/�\\� � \ \ = 0 4697 NE\\�\: V '77,;5 S. AA���• \ 0 20 40 80 GRAPHIC SCALE 1"=40 FT. b b 1 PAD EL.=717.0 \ RICE ROAD SUBDIVISION SCALE: HensonFoley DATE: p g lSurveying GRADING EXHIBIT �19-2020 Landscape Architecture Civil Engineering 8712 Lindholm Drive, Suite 202A, Huntersville NC 28078 p: 704.875.1 615f: 1 704.875.0959 1 v .hensonfoley.com FILE: z EX02 218068 -0 - 2'-0' SW EASEMENT 5 1 /4' /FT. 3 50' R/W (MINIMUM) (MIN.) 25' (MIN. 14'-0"14'-0" 1� 12'-0" 12--0" ►1 RESIDENTIAL STREET 1 1/2" SF9.5A ASPHALT (FINAL CONSTRUCTION) TACK COAT (PLACE 1 1/2" S9.58 ASPHALT (INITIAL CONSTRUCTION) JUST PRIOR TO FINAL 1 1/2" SURFACE COURSE) 8" COMPACTED AGGREGATE BASE COURSE _� COMPACTED SUBGRADE II oll Tip II III ' TYPICAL PAVEMENT SECTION NOTES: REVISIONS 1. THE CROWN (TRANSVERSE SLOPE) FOR TYPICAL DESCRIPTION SECTION ON THIS SHEET IS 3/8" PER FOOT. CHANGED STD. NO. REVISED PAVEMENT SECT. & PAVEMENT 2 ELEVATION OF SIDEWALK SHALL BE NO LESS THAN NOTES 1 AND 2 6" OR MORE THAN 18" ABOVE THE ROADWAY CROWN. SW 1 /4'/FT. J 1 3 PAVEMENT SCHEDULE QC 3" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S9.513 AND SF9.5A (SEE LEFT) Q 8" COMPACTED AGGREGATE BASE COURSE ® 2'-0" VALLEY GUTTER SQ 4" CONCRETE SIDEWALK PAVEMENT NOTES: 1. SUBGRADE MUST BE TESTED BY AN INDEPENDENT TESTING LAB, AND HAVE A DENSITY OF 100% IN ACCORDANCE WITH AASHTO-T99; BASE COURSE MUST HAVE A DENSITY OF 90% FOR B.C.B.C. AND 100% FOR A.B.C. IN ACCORDANCE WITH AASHTO-T18O SURFACE COURSE SHALL BE COMPACTED TO A DENSITY OF 95%. ALL TESTS TO BE CONDUCTED BY AN INDEPENDENT TESTING FIRM AT THE DEVELOPERS EXPENSE, AND THE RESULTS SENT TO MECKLENBURG COUNTY ENGINEERING DEPARTMENT AND TO THE STREET MAINTENANCE DEPARTMENT FOR THE TOWN. (FOR ADDITIONAL TESTING AND REPAIR STANDARDS PLEASE REFER TO MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS SPECIFICATIONS AND SPECIAL PROVISION NOTES) 2. FINAL LIFT OF ASPHALT TO BE APPLIED AFTER % OF DEVELOPMENT OCCUPANCY OR 1 YEAR AFTER BASE COURSE ACCEPTANCE (WHICHEVER OCCURS FIRST). APPROVED DATE 02/2007 MECKLENBURG COUNTY MATTHEWS TYPICAL SECTION LAND DEVELOPMENT LOCAL RESIDENTIAL STREET STD. NO. REV. STANDARDS COMPREHENSIVE STREET CLASSIFICATION SYSTEM (CLASS VI) 1 11.51 12, rDIMENSIONS 1 ��®eeeeeeee SIDE VIEW I T- \T 12' ON CENTER N CENTER TOP VIEW FRONT VIEW APPROVED DATE: 02/2007 NOT TO SCALE MECKLENBURG COUNTY LAND DEVELOPMENT CONCRETE WINGWALL WITH SPLASH PAD STD. ND. REV. STANDARDS 120.17A -4fT191-k HensonFoley Landscape Architecture I Civil Engineering I Surveying 8712 Lindholm Drive, Suite 202A, Huntersville NC 28078 p: 704.875.1 615f: 1 704.875.0959 1 v .hensonfoley.com RICE ROAD SUBDIVISION ROAD CROSS SECTION EX03 CARS oS000FEssi 0� I ! o 4697 �A 12123/2020�o 17/1 S S . GV'0\\y `���• SCALE: DATE: 3-19-2020 FILE: 218068 PERMIT MODIFICATION --- 02-08-2021 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2019-01502 County: Mecklenburg U.S.G.S. Quad: NC -Mint Hill GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Kinser Homes, LLC Dhanesh Kumar Address: 2401 Rice Road Matthews, NC 28105 Telephone Number: 631-662-9068 E-mail: dhanesh(a,kingerhomes.com Size (acres) 13.59 Nearest Town Matthews Nearest Waterway Irvins Creek River Basin Santee USGS HUC 03050103 Coordinates Latitude: 35.14261 Longitude:-80.70686 Location description: The review area is located on the north side of Rice Road; approximately 0.4 miles east of the intersection of Rice Road and Sam Newell Road. PIN: 19353205. Reference review area description shown in Pre -Construction Notification entitled "Aquatic Resource Sketch Mad' and dated 09/18/20. Description of projects area and activity: This verification authorizes the permanent stream impacts of 62.5 (32.5 linear feet for culvert installation and 30 linear feet for riprap dissipator pads) to facilitate the construction of a residential development. Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 29. Residential Developments 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 1/8/2021, and the enclosed plans Overall Grading Plan and Sheets EX01-EX03 dated 3/19/2020. 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 (LAMA), 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 brvan.roden-reynoldsOusace.army.md. PERMIT MODIFICATION --- 02-08-2021 Corps Regulatory Official: Expiration Date of Verification: 03/18/2022 Bryan Roden -Reynolds 2021.02.08 09:23:45-05'00' Date: 2/8/2021 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, Suite 411 Charlotte, NC 28211 Telephone Number: 704-512-1206 E-mail: irobertson(&atlasenvi.com 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. b. Please be advised that if additional impacts to waters of the U.S., either on this property or on/adjacent to this property and associated with this project/activity, are proposed at a later date, those impacts will be combined with the current impacts to waters of the U.S. and will be reviewed cumulatively. Generally, compensatory mitigation will be required if individual or cumulative (i.e., past and present) losses or degradation of waters of the U.S., are greater than 150 linear feet of perennial or intermittent stream channel and/or 0.1 acre of wetland. Additionally, cumulative impacts that result in the loss or degradation of greater than 300 linear feet of perennial or intermittent stream channel and/or 0.5 acre of wetland, will be processed under an Individual Permit. This verification of the use of the Nationwide Permit Program for this project does not imply that this office will necessarily approve any future proposal to impact waters of the U.S. on this property and/or associated with this project/activity. Action ID Number: SAW-2019-01502 County: Mecklenburg Permittee: Kinser Homes, LLC, Dhanesh Kumar Project Name: Rice Road Subdivision Date Verification Issued: 2/8/2021 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@us ace. 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 SAW-2019-01502 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: Kinger Homes, LLC, Dhanesh Kumar 1.2 Activity location: Latitude- 35.14261 Longitude:-80.70686 Location description: The review area is located on the north side of Rice Road; approximately 0.4 miles east of the intersection of Rice Road and Sam Newell Road. PIN: 19353205. Reference review area description shown in Pre -Construction Notification entitled "Aquatic Resource Sketch Map" and dated 09/18/20. 1.3 Description of activity requiring verification -This verification would authorize the permanent stream impacts of 62.5 (32.5 linear feet for culvert installation and 30 linear feet for riprap dissipator pads) to facilitate the construction of a residential development. 1.4 Is this an After -the -Fact verification? No. 1.5 Date PCN determined complete for processing 1/14/2021 1.6 Jurisdiction Determination completed? A Preliminary JD was completed on 10/8/2020. 1.7 Permit authority: Section 404 of the Clean Water Act (33 USC 1344) 1.8 Applicable Permit: NWP 29. Residential Developments 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. SAW-2019-01502 2.2 Site specific factors: The review area consists of a single-family residence with a driveway and maintained yard, some mature forested areas, one stream, and six wetlands. The surrounding land use is primarily residential developments. 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. The project area is located within the Lower Catawba watershed (HUC 03050103) which is highly urban. This area has a long history of intensive land uses which has resulted in long term degradation to aquatic resources. The watershed has rapidly converted to developed area and impervious surfaces since the 1970's due to the rapid expansion of the Charlotte metropolitan area. The National Land Cover Dataset estimated that 7.697% of the watershed (HUC 03050103) consisted of impervious surfaces in 2011. This is expected to be 8.5-9% today based on the pace of development in this watershed since 2011. Scientific literature cited by the USEPA Office of Water Recovery in their 09/01/2011 dated Recovery Potential Metrics Summary Form for watershed percent impervious cover suggests that these levels of impervious surfaces cause substantial physical, chemical, and biological harm to the aquatic environment. Additionally, there are currently no private mitigation banks or in -lieu fee sites with credits available to offset losses of aquatic function from private development in this watershed. Given the quality of the waters to be impacted, the scarcity of similar resources in this watershed, and the largely urban nature of the watershed, the waters within the project area provide important aquatic resource functions to downstream waters that are difficult to replace. The loss of these functions in this setting and in the proposed quantities necessitates compensatory mitigation to ensure that cumulative impacts to onsite and downstream aquatic resources are individually and cumulatively minimal. 2.4.3 Type and location of compensatory mitigation SAW-2019-01502 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? No. Is the impact in the service area of an approved in -lieu fee program? Yes. ,r 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 Table 1: Mitigation Type and Location Mitigation bank credits In -lieu fee program credits Perm ittee-res onsible mitigation under a watershed approach Perm ittee-res onsible mitigation, on -site and in -kind Perm ittee-res onsible 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: 98 linear feet of stream credits Rationale for required compensatory mitigation amount: This amount of compensatory mitigation is required because the mitigation site is located in a different watershed/8 digit HUC than the impacted aquatic resources. The PCN provided methodology (North Carolina Stream Assessment Methodology) to determine the current quality of the impacted stream. The impacted stream was rated as a low quality aquatic feature and the Corps determined the compensatory mitigation ration (1.5:1) based on that quality rating. The impacts are located in the Expanded Service Area which would necessitate the need to double the compensatory mitigation ratio due to the lack of available credits in the watershed. Therefore, the compensatory mitigation ratio for the 130 linear feet of stream impacts is 3:1. 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. SAW-2019-01502 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: Schweinitz's sunflower (Helianthus schweinitzii) 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. The Corps has determined the proposed activity will not directly or indirectly affect any species subject to the ESA. 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 January 14, 2021, 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. SAW-2019-01502 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. In a letter dated November 10, 2020, the 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." 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. 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. SAW-2019-01502 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. b. Please be advised that if additional impacts to waters of the U.S., either on this property or on/adjacent to this property and associated with this project/activity, are proposed at a later date, those impacts will be combined with the current impacts to waters of the U.S. and will be reviewed cumulatively. Generally, compensatory mitigation will be required if individual or cumulative (i.e., past and present) losses or degradation of waters of the U.S., are greater than 150 linear feet of perennial or intermittent stream channel and/or 0.1 acre of wetland. Additionally, cumulative impacts that result in the loss or degradation of greater than 300 linear feet of perennial or intermittent stream channel and/or 0.5 acre of wetland, will be processed under an Individual Permit. This verification of the use of the Nationwide Permit Program for this project does not imply that this office will necessarily approve any future proposal to impact waters of the U.S. on this property and/or associated with this project/activity. Rationale -See Section 2.4.2. 5.0 Determination 5.1 Waiver request conclusion, if required or select N/A: N/A. SAW-2019-01502 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: Bryan Roden -Reynolds 2021.02.08 09:24:1 1-05'00' Date: 2/8/2021 Bryan Roden -Reynolds Compensatory Mitigation Responsibility Transfer Form Permittee: Kinger Homes, LLC, Dhanesh Kumar Action ID: SAW-2019-01502 Project Name: Rice Road Subdivision County: Mecklenburg Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors. Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements: Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03050103, Catawba River Basin Stream Impacts (linear feet) Wetland Impacts (acres) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 32.5 *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03050103 Expanded Service Area Stream Mitigation (credits) Wetland Mitigation (credits) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 98 Mitigation Site Debited: (List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS acceptance letter identifies a specific site, also list the specific site to be debited). Section to be completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Name: Name of Sponsor's Authorized Representative: Signature of Sponsor's Authorized Representative Date of Signature Conditions for Transfer of Compensatory Mitigation Credit: • Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE Project Manager (address below) is provided with a signed copy of this form. • If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the USACE administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions: A letter from NCDMS, confirming they are willing and able to accept the applicant's compensatory mitigation responsibility, dated 1/4/2021 was included with the preconstruction notification. This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls of Neuse Road, Wake Forest, NC 27587 (email: todd.tugwell@usace.army. mil). Questions regarding this form or any of the permit conditions may be directed to the USACE Project Manager below. USACE Project Manager: Bryan Roden -Reynolds USACE Field Office: Charlotte Regulatory Office US Army Corps of Engineers 8430 University Executive Park Drive, Suite 615 Charlotte, North Carolina 28262 Email: bryan.roden-reynolds@usace.army.mil Bryan Roden -Reynolds 2021.02.08 09:24:32-05'00' 2/8/2021 USACE Project Manager Signature Date of Signature Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at http://ribits.usace.army.mil U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2019-01502 County: Mecklenburg U.S.G.S. Quad: NC- QUAD NOTIFICATION OF JURISDICTIONAL DETERMINATION Requestor: Kinser Homes Dhanesh Kumar Address: 2401 Rice Road Matthews, NC 28105 Telephone Number: 631-662-9068 E-mail: dhanesh( )kingerhomes.com Size (acres) 13.59 Nearest Town Matthews Nearest Waterway Irvins Creek River Basin Santee USGS HUC 03050103 Coordinates Latitude: 35.14261 Longitude:-80.70686 Location description: The review area is located on the north side of Rice Road; approximately 0.4 miles east of the intersection Rice Road and Sam Newell Road. PIN: 19353205. Reference review area description shown in Jurisdictional Determination Request package entitled "Aquatic Resource Sketch Mad' and Dated 09/23/2020. Indicate Which of the Following Apply: A. Preliminary Determination ® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (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 9/23/2020. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, 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 all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. ❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (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 not been 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 all of the waters, including wetlands at the 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 conduct a delineation that can be verified by the Corps. B. Approved Determination ❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ We recommend 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 conduct a delineation that can be verified by the Corps. ❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly SAW-2019-01502 suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. ❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808-2808 to determine their requirements. Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters of the 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 regarding this determination and/or the Corps regulatory program, please contact Bryan Roden -Reynolds at 704-510-1440 or brvan.roden-reynolds(&u sace.army.mil. C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination form dated 10/8/2020. D. Remarks: None. E. Attention USDA Program Participants This delineation/determmation has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be 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) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Phillip Shannin, Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801 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, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by Not applicable. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** RODEN Digitally signed by RODEN REYNOLDS-=N.KENN ETH.1263385574 Corps Regulatory Official: REYNOLDS.BRYAN.KENNETH.1263385574 Date:2o2o.io.oa143ez9-oaoo Date of JD: 10/8/2020 Expiration Date of JD: Not applicable SAW-2019-01502 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, Suite 411 Charlotte, NC 28211 Telephone Number: 704-512-1206 E-mail: irobertson(&atlasenvi.com NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Kin er Homes, Dhanesh Kumar File Number: SAW-2019-01502 Date: 10/8/2020 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D ❑X PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at or http://www.usace.army.miUMissions/CivilWorks/ReaulatoryProgramandPenuits.asi) OZI& 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 your work 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 appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and 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 your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of 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 evaluating your 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 appeal 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 your work 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 appeal the permit, including its terms and conditions, and approved jurisdictional determinations 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 appeal the declined permit under the Corps of Engineers Administrative Appeal Process 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. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process 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 or appeal the 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 appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process 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 may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (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 appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information 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/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division Mr. Phillip Shannin, Administrative Appeal Review Officer Attn: Bryan Roden -Reynolds CESAD-PDO Charlotte Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division U.S Army Corps of Engineers 60 Forsyth Street, Room 1 OM15 8430 University Executive Park Drive, Suite 615 Atlanta, Georgia 30303-8801 Charlotte, North Carolina 28262 Phone: (404) 562-5137 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 appeal process. You will be provided a 15-day notice of any site investigation, and will have the opportum to participate in 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: Bryan Roden -Reynolds, 69 Darlington Avenue, Wilmington, North Carolina 28403 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. Phillip Shannin, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 10/30/2020 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Kinger Homes, Dhanesh Kumar, 2401 Rice Road, Matthews, NC 28105 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Rice Road Subdivision, SAW-2019-01502 D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located on the north side of Rice Road; approximately 0.4 miles east of the intersection Rice Road and Sam Newell Road. PIN: 19353205. Reference review area description shown in Jurisdictional Determination Request package entitled "Aquatic Resource Sketch Map" and Dated 09/23/2020. (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County: Mecklenburg City: Matthews Center coordinates of site (lat/long in degree decimal format): Latitude: 35.14261 Longitude:-80.70686 Universal Transverse Mercator: Name of nearest waterbody: Irvins Creek E. REVIEW PERFORMED FOR SITE EVALUATION (CHECKALL THAT APPLY): ® Office (Desk) Determination. Date: 10/01/2020 ® Field Determination. Date(s): 10/08/2020 TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAYBE" SUBJECT TO REGULATORY JURISDICTION Feature Latitude Longitude Estimated Type of aquatic Geographic authority to (decimal (decimal amount of resources (i.e., which the aquatic degrees) degrees) aquatic wetland vs. resource "may be" resources in non -wetland subject (i.e., Section 404 review area waters) or Section 10/404) (acreage and linear feet, if applicable Stream CH100 35.1435 -80.70753 945 linear feet Non -wetland 404 Wetland 35.14379 -80.70757 0.002 acre Wetland 404 W L 1000 Wetland 35.14319 -80.70722 0.001 acre Wetland 404 W L 1100 Wetland 35.14288 -80.70646 0.009 acre Wetland 404 WL1200 Wetland 35.14277 -80.70658 0.021 acre Wetland 404 WL1300 Wetland 35.14257 -80.70648 0.003 acre Wetland 404 W L 1400 Wetland 35.14226 -80.70602 0.005 acre Wetland 404 WL1500 1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and the permit applicant has not requested an AID for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AID before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without requesting an AID constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AID or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative record and are appropriately cited: ® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: numerous unnumbered figures ® Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets: ® Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. Rationale: ❑ Data sheets prepared by the Corps: ❑Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑USGS NHD data: ❑ USGS 8 and 12 digit HUC maps: ®U.S. Geological Survey map(s). Cite scale & quad name: USGS Togo May (Dated 09/23/2020) ®Natural Resources Conservation Service Soil Survey. Citation: Soil May (Web Soil Survey of Mecklenburg County) ❑ National wetlands inventory map(s). Cite name: ❑ State/local wetland inventory map(s): ❑ FEMA/FIRM maps: ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) ® Photographs: ® Aerial (Naive & Date): Aquatic Resource Sketch May, Sheets 1-4 (Dated 09/23/2020), and Aerial Imagery Map (Dated 09/18/2020) or ® Other (Name & Date): Photographs 1-15 ❑ Previous determination(s). File no. and date of response letter: ® Other information (please specify): Parcel Map (Dated 09/23/2020) and Stream Reach Evaluation Form (Dated 09/21/2020) IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified by the Corns and should not be relied upon for later jurisdictional determinations. RODEN Digitally signed by RODEN REYNOLDS.BRYAN.KEN N ETH REYNOLDS.BRYAN.K .1263385574 ENNETH.1263385574 Date: 2020.10.0814:36:07 -04 00 Signature and date of Regulatory staff member completing PJD 10/8/2020 Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable)1 1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. i� IIIWMW &� Lo o ff ads LA rn f P N cu N O N Cl) N N N 0- a) U) 45 (B 0 N E =3 LO Y o 0 U cB Z L 00 00 F, 4 CD J k-o- N O M T 2 E N fuN Z fu -C O Y a 4, ^ fu L O L a -i li U J a z w z cc n AM'LL N LO O N cu O7 Chase O a� LWindser o Aw w -. o ��' r,A o - _ Alaqua•Ct R N i O Cl) _ r N WT - U) 0 Q (a U 4-J ' Ile cu � •' r.. � �� •,ors L, _ o Y L.r CO to 07 CU pCJ ,3 — 0 00 � CD U a o o fa ryco a U Q V N V (n E Sri i O M CD T- rlj O 4, Y a ^ ra L O ` -i Li U a a� Dylan.Dr M Q � z cn LJJ a a C _c L e Q O �. U C > O oC N.. �' JODOo LL O O ,- 4 n O N Q O N O O O O 2 Caip O C O N O O T U d j N C O U C Q 7 O C)) Cro G N � C 0 U a-J N V) U L 07 O Q Q � r U o a-J o 75 fa 2 0 �o O Q 0 r d JJ J N L L O 2 L Q U a� o r -� U N Q L- (a JODOo uO 0 00 N U Z N ra V V Qj O E � � N Z O �p v aL J J a z w 2 m© cc N LO 0 m ca d O N O N Cl) N L a) E N Q N U) N (B 0 CO 0 0 00 N ui M in fu c O O U N 0 Z< LL 0 _ m r�l G n&Iv 0 m m o � 0 = 0 7® 3\ s4 § $\ C) Q)�0 co R // \�_ O �\ a� 4 � fu � _r_ U Q - -114 V Q) U L- 07 O V) � U fu 07 � � § \ sk k s En \ �\ �\ / \ �\ �\ = @ y \ <u Q @ yC a) Cl) yC ±® �� E� � k J No \ m \ \ E ± / g ƒ / E f / \ U % � R k k / CD ƒ \ / 9 70 / / \ 2 / / / E .. 1-1§ ¢ CD k / ) z 7 u t .2 % / . .. g \ a- LL / ROY COOPER Governor MICHAEL S. REGAN Secretary S. DANIEL SMITH Director NORTH CAROLINA Environmental Quality January 12, 2021 DWR# 20-1289 Mecklenburg County Mr. Dhanesh Kumar Kinger Homes, LLC 2401 Rice Road Matthews, NC 28105 Delivered via email to dhanesh@kinaerhomes.com Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions Rice Road Development Dear Mr. Kumar: You have our approval for the impacts listed below for the purpose described in your application dated January 4, 2021, and received by the Division of Water Resources (Division) on January 6, 2021. These impacts are covered by the attached Water Quality General Certification Number 4139 located at: https:Hdeg.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-Permitting- branch/general and conditions listed below. This certification is associated with the use of General Permit Number 29 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations. The Division has determined that the proposed project will comply with water quality requirements provided that you adhere to the conditions listed in the enclosed certification. The following proposed impacts are hereby approved. No other impacts are approved, including incidental impacts. [15A NCAC 02H .0506(b)] Type of Impact Amount Approved Temporary Impact Amount Approved Permanent Impact Stream culvert 30 linear ft. 33 linear ft. Wetland 0 acre 0 acre This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of this Certification. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)]. If you are unable to comply with any of the conditions of the attached Water Quality General Certification or with the additional conditions itemized below, you must notify the Mooresvlle Regional Office within 24 hours (or the next business day if a weekend or holiday) from the time the permittee becomes aware of the circumstances. D E Q�� North Carolina Department of Environmental Quality Division of Water Resources Mooresville Regional Office 1610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115 a cnaouNn 704.663.1699 Oep artmem of Envlronmemal Quality The permittee shall report to the Mooresville Regional Office any noncompliance with, and/or any violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances. Additional conditions: 1. Diversion Ditches and other storm water conveyances as related to the sediment and erosion control measures shall be matted and/or stabilized to reduce sediment loss and turbidity. This includes interior/exterior slopes of sediment basins. [15A NCAC 02H .0506 (b)(3) and (c)(3)] 2. Bare/fill slopes in excess of 10 feet in height and within 30 feet of surface waters shall be matted. [15A NCAC 02H .0506 (b)(1) and15A NCAC 02H .502 (c)] Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. In determining that the proposed activity will comply with state water quality standards (including designated uses, numeric criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards or would result in secondary or cumulative impacts. This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter 150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional information regarding requirements for filing a Petition and Petition forms may be accessed at http://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000 One (1) copy of the petition must also be served on DEQ as follows: Mr. Bill Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh, NC 27699-1601 This letter completes the review by the Division under Section 401 of the Clean Water Act. If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-1699. Sincerely, W. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Mooresville Regional Office, DEQ Attachment cc: Bryan Rhoden Reynolds, Army Corps of Engineers, Charlotte, email Jennifer Robertson, Atlas Env., email DWR 401 & Buffer Permitting Branch file MRO, Land Quality CERTIFICATE OF COMPLETION NCDWR Project No.: Applicant: Project Name: Date of Issuance of 401 Water Quality Certification: Certificate of Completion County: Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401 Wetland & Buffer Permitting Unit, North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699-1617. This form may be returned to NCDWR by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Agent's Certification Date: I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Engineer's Certification Partial Final Date: I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Registration No. Date ROY COOPER Governor ELIZABETH S. BISER Secretary RICHARD E. ROGERS, JR. Director NORTH CAROLINA Environmental Quality June 20, 2022 DWR # 20-1289 Mecklenburg County Kinger Homes, LLC Attn: Dhanesh Kumar 2401 Rice Road Matthews, NC 28105 sent via email to: dhanesh@kingerhomes.com Subject: Approval of Individual 401 Water Quality Certification - Revision Rice Road Project Dear Mr. Kumar: Attached hereto is a copy of Certification No. WQC004955 issued to Dhanesh Kumar and Kinger Homes, LLC, dated June 20, 2022. This Certification replaces the Certification issued on January 12, 2021. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of this Water Quality Certification. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)]. This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other required Federal, State, or Local approvals before proceeding with the project, including those required by, but not limited to, Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and Trout Buffer regulations. This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize any person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality Certification shall not be interposed as a defense in any action respecting the determination of riparian or littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality Certification to possess any prescriptive or other right of priority with respect to any other consumptive user regardless of the quantity of the withdrawal or the date on which the withdrawal was initiated or expanded. Upon the presentation of proper credentials, the Division may inspect the property. D � � � North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mad Service Center I Raleigh, North Carolina 27699-1617 NORTH CAROLINA 919.707.9000 Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 2 of 13 This Water Quality Certification shall expire on the same day as the expiration date of the corresponding Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the expiration date of this Water Quality Certification. Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water Quality Certification for the project and may also result in criminal and/or civil penalties. If you are unable to comply with any of the conditions of this Water Quality Certification you must notify the Mooresville Regional Office within 24 hours (or the next business day if a weekend or holiday) from the time the permittee becomes aware of the circumstances. The permittee shall report to the Mooresville Regional Office any noncompliance with, and/or any violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances. This approval and its conditions are final and binding unless contested [G.S. 143-215.5]. Please be aware that impacting waters without first applying for and securing the issuance of a 401 Water Quality Certification violates Title 15A of the North Carolina Administrative Code (NCAC) 2H .0500. Title 15A NCAC 2H .0500 requires certifications pursuant to Section 401 of the Clean Water Act whenever construction or operation of facilities will result in a discharge into navigable waters, including wetlands, as described in 33 Code of Federal Regulations (CFR) Part 323. It also states any person desiring issuance of the State certification or coverage under a general certification required by Section 401 of the Federal Water Pollution Control Act shall file with the Director of the North Carolina Division of Water Quality. Pursuant to G.S. 143-215.6A, these violations and any future violations are subject to a civil penalty assessment of up to a maximum of $25,000.00 per day for each violation. This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter 150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional information regarding requirements for filing a Petition and Petition forms may be accessed at http://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000. A party filing a Petition must serve a copy of the Petition on: William F. Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh, NC 27699-1601 If the party filing the Petition is not the permittee, then the party must also serve the recipient of the Certification in accordance with N.C.G.S 15013-23(a). North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORT CAROIINA 919.707.9000 oawm�em m �m��me�mi o�ei� Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 3 of 13 This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H .0500. Please contact Doug Perez at 704-743-6872 or doug.perez@ncdenr.gov if you have any questions or concerns. Sincerely, CA DocuSigned by: �w H pay ` for F161FB69A2D84A3... W. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Mooresville Regional Office, DEQ Electronic cc: Jennifer Robertson, Atlas Environmental, irobertston@atlasenvi.com Bryan Roden -Reynolds, USACE Regulatory Field Office, bryan.k.rodenreynolds@usace.army.mil Todd Bowers, EPA, Bowers.todd@Epa.gov DWR 401 & Buffer Permitting Branch Electronic file North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mad Service Center I Raleigh, North Carolina 27699-1617 NORTH CAROLINQ 919.767.9666 oawu�em m ����m.i o�si� Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 4 of 13 NORTH CAROLINA 401 WATER QUALITY CERTIFICATION CERTIFICATION #WQC004955 is issued in conformity with the requirements of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500 and 15A NCAC 0213.0200, to Dhanesh Kumar and Kinger Homes, LLC, who have authorization for the impacts listed below, as described within your application received by the N.C. Division of Water Resources (Division) on January 4, 2021, and subsequent information on June 9, 2022, and by Public Notice issued by the U. S. Army Corps of Engineers on DATE. The State of North Carolina certifies that this activity will comply with water quality requirements and the applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if conducted in accordance with the application, the supporting documentation, and conditions hereinafter set forth. The following impacts are hereby approved. No other impacts are approved, including incidental impacts. [15A NCAC 02H .0506(b)] Type of Impact Amount Approved (units) Permanent Amount Approved (units) Temporary Strea m Culvert 57 (linear feet) 60 (linear feet) This approval requires you to follow the conditions listed in the certification below. CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]: Stormwater Management: The applicant may provide documentation that the project will not impair water quality to the receiving stream(s) from stormwater runoff or provide an approved stormwater management plan. Any high density project and/or project that exceeds density thresholds must provide a stormwater management plan for the entire project, for review and approval including all forms and pertinent items that complies with the high density development requirements. Low density development shall meet all condition for stormwater management required by the state and be reviewed if required. The plan may be approved by the Division, State Stormwater Program or a local delegated authority. The plan shall consider the impact of the volume and velocity of discharge and runoff to the receiving stream and adjacent riparian areas to prevent scouring and erosions of the features. Citation: 15A NCAC 02U .1017, 15A NAC 02H .1003 (2)(a), 15 NCAC 028 .0614 (8), 15A NCAC 028 . 0607(h) Justification: In order to protect against impairment of water quality standards and best usage of receiving and downstream waters, water quality based management practices must be employed to protect against direct or indirect discharge of waste or other sources of water pollution. Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORT CAROIINA 919.707.9000 oawm�em m �m��me�mi o�ei� Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 5 of 13 and maintenance of biological integrity, wildlife, secondary contact recreation, agriculture) and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. In determining that the proposed activity will comply with state water quality standards (including designated uses, numeric criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards, or would result in secondary or cumulative impacts Diversion Ditches and other storm water conveyances as related to the sediment and erosion control measures shall be matted and/or stabilized to reduce sediment loss and turbidity. This includes interior/exterior slopes of sediment basins. Citation: 15A NCAC 02H .0506 (b)(3) and (c)(3) Justification: Failure to reduce erosion of runoff conveyances and to provide for maximum reduction of erosion on areas not related to ongoing construction, shortens basin holding times, increases turbidity of discharge and creates a greater potential of bypass discharge. 3. Bare/fill slopes in excess of 10 feet in height and within 30 feet of surface waters shall be matted. Citation: 15A NCAC 02H .0506 (b)(1) and 15A NCAC 02H .502 (c) Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. In determining that the proposed activity will comply with state water quality standards (including designated uses, numeric criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards or would result in secondary or cumulative impacts 4. The permittee shall report to the DWR Mooresville Regional Office any noncompliance with, and/or any violation of, stream or wetland standards [15A NCAC 02B .0200], including but not limited to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c) Justification: Timely reporting of non-compliance is important in identifying and minimizing detrimental impacts to water quality and avoiding impacts due to water pollution that precludes any best use on a short-term or long-term basis. 5. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the approved impacts (including temporary impacts). Citation: 15A NCAC 02H .0506, 15A NCAC 02H .0507(c) North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORT CAROIINA 919.707.9000 oawm�em m �m��me�mi o�ei� Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 6 of 13 Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity, wildlife, secondary contact recreation, agriculture), and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 6. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in Chapter 2B of Title 15A in the North Carolina Administrative Code. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c) Justification: The referenced Riparian Buffer rules were adopted to address water quality impairments and further protect existing uses. When applicable, all construction activities shall be performed and maintained in full compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability of the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management Practices for the control of sediment and erosion so that no violations of state water quality standards, statutes, or rules occur. Design, installation, operation, and maintenance of all sediment and erosion control measures shall be equal to or exceed the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the North Caroline Department of Transportation Sediment and Erosion Control Manual. All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor -owned or leased borrow pits associated with the project. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. Reclamation measures and implementation shall comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS- I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the sedimentation and erosion control designs shall comply with the requirements set forth in 15A NCAC 0413.0124, Design Standards in Sensitive Watersheds. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCACO2B .0200, 15A NCAC 02B .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or North Carolina Department of Environmental Quality I Division of Water Resources D E Q�� 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORTH CAROI INA ftp m.mm�m��me�mlo�al� 919.707.9000 Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 7 of 13 adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated uses, and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters, for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses, and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. Sediment and erosion control measures shall not be installed in wetland or waters except within the footprint of temporary or permanent impacts otherwise authorized by this Certification. If placed within authorized impact areas, then placement of such measures shall not be conducted in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt fence installed within wetlands shall be removed from wetlands and the natural grade restored within two (2) months of the date that DEMLR or locally delegated program has released the specific area within the project to ensure wetland standards are maintained upon completion of the project. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 028 .0200, 15A NCAC 028 .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated uses, and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters, for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses, and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 9. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along streambanks or within wetlands. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c) Justification: A project that affects waters shall not be permitted unless the existing uses (including aquatic life propagation and biological integrity), and the water quality to protect such uses, are protected. Protections are necessary to ensure any remaining surface waters or wetlands, and any surface waters or wetlands downstream, continue to support existing uses during and after project completion. The Division must evaluate if the activity has avoided and North Carolina Department of Environmental Quality I Division of Water Resources D E Q�� 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORTH CAROI INA ftp m.mm�m��me�mlo�al� 919.707.9000 Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 8 of 13 minimized impacts to waters, would cause or contribute to a violation of standards, or would result in secondary or cumulative impacts. 10. If the project is covered by NPDES Construction Stormwater Permit Number NCGO10000 or NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit conditions including the erosion & sedimentation control plan, inspections and maintenance, self -monitoring, record keeping and reporting requirements is required. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c); 15A NCAC 028 .0200, 15A NCAC 028 .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated uses, and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters, for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses, and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 11. All work in or adjacent to streams shall be conducted so that the flowing stream does not come in contact with the disturbed area. Approved best management practices from the most current version of the NC Sediment and Erosion Control Manual, or the NC Department of Transportation Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize excavation in flowing water. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 028 .0200 Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule, and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated uses, and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters, for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions, the existing turbidity level shall not be increased. North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORT CAROIINA 919.707.9000 oawm�em m �m��me�mi o�ei� Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 9 of 13 12. Culverts shall be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of the stream above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing the depth of the stream in connection with the construction activity. The width, height, and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. If the width of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes, baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and additional culverts/pipes shall be installed such that they receive only flows above bankfull. Placement of culverts and other structures in streams shall be below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow passage of water and aquatic life. If the culvert outlet is submerged within a pool or scour hole and designed to provide for aquatic passage, then culvert burial into the streambed is not required. For structures less than 72" in diameter/width, and topographic constraints indicate culvert slopes of greater than 2.5% culvert burial is not required, provided that all alternative options for flattening the slope have been investigated and aquatic life movement/connectivity has been provided when possible (e.g. rock ladders, cross -vanes, sills, baffles etc.). Notification, including supporting documentation to include a location map of the culvert, culvert profile drawings, and slope calculations, shall be provided to DWR 30 calendar days prior to the installation of the culvert. When bedrock is present in culvert locations, culvert burial is not required, provided that there is sufficient documentation of the presence of bedrock. Notification, including supporting documentation such as a location map of the culvert, geotechnical reports, photographs, etc. shall be provided to DWR a minimum of 30 calendar days prior to the installation of the culvert. If bedrock is discovered during construction, then DWR shall be notified by phone or email within 24 hours of discovery. Installation of culverts in wetlands shall ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. When roadways, causeways, or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges shall be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in destabilization of streams or wetlands. The establishment of native woody vegetation and other soft stream bank stabilization techniques shall be used where practicable instead of rip -rap or other bank hardening methods. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule, and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. Ensuring that structures are installed North Carolina Department of Environmental Quality I Division of Water Resources D E Q�� 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORTH CAROI INA D.P m.mm�m��me�mlo�al� 919.707.9000 Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 10 of 13 properly in waters will ensure that surface water quality standards are met and conditions of waters are suitable for all best uses. 13. If concrete is used during construction, then all necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts uncured concrete shall not be discharged to waters of the state. Citation: 15A 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 02B .0200, 15A NCAC 02B .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses, and (3) Materials producing color or odorshall not be present in amounts that may cause adverse impacts on existing wetland uses. 14. All proposed and approved temporary fill and culverts shall be removed and the impacted area shall be returned to natural conditions within 60 calendar days after the temporary impact is no longer necessary. The impacted areas shall be restored to original grade, including each stream's original cross -sectional dimensions, planform pattern, and longitudinal bed profile. All temporarily impacted sites shall be restored and stabilized with native vegetation. Citation: 15A NCAC 02H.0506(b), 15A NCAC 02H .0507(c) Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Protections are necessary to ensure any remaining surface waters or wetlands, and any surface waters or wetlands downstream, continue to support existing uses after project completion. 15. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands shall be installed as outlined in the most recent edition of the North Carolina Sediment and Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual or the North Carolina Department of Transportation Best Management Practices for Construction and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during use of this Certification. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule, and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. Ensuring that structures are installed properly in waters will ensure that surface water quality standards are met and conditions of waters are suitable for all best uses. North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORT CAROIINA 919.707.9000 oawm�em m �m��me�mi o�ei� Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 11 of 13 16. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of temporarily disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All rip -rap shall be placed such that the original streambed elevation and streambank contours are restored and maintained and shall consist of clean rock or masonry material free of debris or toxic pollutants. Placement of rip -rap or other approved materials shall not result in de -stabilization of the stream bed or banks upstream or downstream of the area or be installed in a manner that precludes aquatic life passage. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule, and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards, or would result in secondary or cumulative impacts. 17. All mechanized equipment operated near surface waters shall be inspected and maintained regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic materials. Construction shall be staged in order to minimize the exposure of equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and general equipment maintenance shall be performed in a manner to prevent, to the maximum extent practicable, contamination of surface waters by fuels and oils. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 028 .0200, 15A NCAC 028 .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odorshall not be present in amounts that may cause adverse impacts on existing wetland uses. 18. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to minimize soil disturbance and compaction. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 028 .0231 Justification: Wetland standards require maintenance or enhancement of existing uses of wetlands such that hydrologic conditions necessary to support natural biological and physical characteristics are protected; populations of wetland flora and fauna are maintained to protect biological integrity of the wetland; and materials or substances are not present in amounts that may cause adverse impact on existing wetland uses. North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORT CAROIINA 919.707.9000 oawm�em m �m��me�mi o�ei� Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 12 of 13 19. In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours. Citation: 15A NCAC 02H .0507(c), N.C.G.S 143-215.85(b) Justification: Person(s) owning or having control over oil or other substances upon notice of discharge must immediately notify the Department, or any of its agents or employees, of the nature, location, and time of the discharge and of the measures which are being taken or are proposed to be taken to contain and remove the discharge. This action is required in order to contain or divert the substances to prevent entry into the surface waters. Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity, wildlife, secondary contact recreation, agriculture), and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 20. The permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal Law. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule, and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards, or would result in secondary or cumulative impacts. 21. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this certification in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this Water Quality Certification. A copy of this Water Quality Certification shall be available at the project site during the construction and maintenance of this project. Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c) Justification: Those actually performing the work should be aware of the requirements of this 401 Water Quality Certification to minimize water quality impacts. This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 Permit. The conditions in effect on the date of issuance shall remain in effect for the life of the project, regardless of the expiration date of this Certification. [15A NCAC 02H .0507(c)] North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORT OAROIINA 919.707.9000 oawm�em m �m��me�mi o�ei� Kinger Homes, LLC DWR# 20201289 Individual Certification #WQC004955 Page 13 of 13 This, the 20th day of June 2022 DocuSigned by: for F161FB69A2D84A3... W. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Mooresville Regional Office, DEQ North Carolina Department of Environmental Quality I Division of Water Resources D ()7.9()()() R- ow512 North Salisbury Street 1 1617 Mad Service Center I Raleigh, North Carolina 27699-1617 NQ NORTH CAROLI7 .om �� m.io.si� 919. ua United States Department of the Interior FSERVIUE IFE FISH AND WILDLIFE SERVICE Asheville Field Office 160 Zillicoa Street Asheville, North Carolina 28801 November 16, 2020 Jennifer Robertson Atlas Environmental, Inc. 338 South Sharon Amity Road, 9411 Charlotte, North Carolina 28211 Dear Jennifer Robertson: Subject: Rice Road Residential Development; Mecklenburg County, North Carolina Log No. 4-2-21-030 The U.S. Fish and Wildlife Service (Service) has reviewed the information provided in your correspondence dated October 9, 2020 (received October 12, 2020) wherein you solicit our comments regarding project -mediated impacts to federally protected species. 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). Project Description According to the information provided, the proposed project would entail the construction of a single-family residential development and appurtenances on approximately 13.5 primarily forested acres in Charlotte, North Carolina. Onsight habitats are dominated by forested areas, agricultural lands and residential developments. Surrounding land cover is dominated by commercial and residential development. Your description of the proposed work suggests authorization from the U.S. Army Corps of Engineers would be required. Federally Listed Endangered and Threatened Species According to Service records, suitable summer roosting habitat may be present in the project area for the federally threatened northern long-eared bat (Myotis septentrionalis). However, the final 4(d) rule (effective as of February 16, 2016), exempts incidental take of northern long-eared bat associated with activities that occur greater than 0.25 miles from a known hibernation site, and greater than 150 feet from a known, occupied maternity roost during the pup season (June 1 — July 31). Based on the information provided, the project (which mayor may not require tree clearing) would occur at a location where any incidental take that may result from associated activities is exempt under the 4(d) rule. Although not required, we encourage you to avoid any associated tree clearing activities during the maternity roosting season from May 15 — August 15. Service records show historic occurrences for the federally endangered Schweinitz's sunflower (Helianthus schweinitzii) in the project vicinity and suitable habitat occurs onsite. Your correspondence also indicates that suitable habitat is present onsite for the federally endangered Michaux's sumac (Rhus michauxii) and smooth coneflower (Echinacea laevigata). Targeted surveys for these species were conducted, August, September and October, 2020 during their respective optimal survey windows. No evidence for these plants was detected at that time. Based on the information provided, we would concur with the proposed "may affect, not likely to adversely affect determination" for these species from the appropriate action agency. Moreover, we agree that onsite conditions do not support habitats for the federally endangered Carolina heelsplitter (Lasmigona decorates). Therefore, we have no concerns for this federally protected species and would not object to a `no effect' determination. Based on the information provided, we have no concerns for any other federally protected species and we require no further action at this time. Please be aware that obligations under section 7 of the Endangered Species Act must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered, (2) this 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 general recommendations on behalf of natural resources: 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. Low Impact Development The Service is concerned about the potential stormwater-mediated impacts to streams and wetlands onsite. 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. Since the purpose of storm -water -control 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. We recommend that retention ponds be located at least 750 feet from small wetlands to minimize hydrologic disturbance and ecological function. Riparian Buffers Natural, forested riparian buffers are critical to the health of aquatic ecosystems. They accomplish the following: 2 1. catch and filter runoff, thereby helping to prevent nonpoint-source pollutants from reaching streams; 2. enhance the in -stream processing of both point- and nonpoint-source pollutants; 3. act as "sponges" by absorbing runoff (which reduces the severity of floods) and by allowing runoff to infiltrate and recharge groundwater levels (which maintains stream flows during dry periods); 4. catch and help prevent excess woody debris from entering the stream and creating logjams; 5. stabilize stream banks and maintain natural channel morphology; 6. provide coarse woody debris for habitat structure and most of the dissolved organic carbon and other nutrients necessary for the aquatic food web; and 7. maintain air and water temperatures around the stream. 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 4-2-21-030. Sincerely, - - original signed - - Janet Mizzi Field Supervisor 3 North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona M. Bartos, Administrator Governor Roy Cooper Secretary Susi H. Hamilton November 10, 2020 Jennifer L. Robertson Office of Archives and History Deputy Secretary Kevin Cherry j rob erts on (c�r�, atl as envi . c om ATLAS Environmental, Inc. 338 South Sharon Amity Road, 9411 Charlotte, NC 28211 Re: Construct subdivision, 2401 Rice Road, Matthews, Mecklenburg County, ER 20-2228 Dear Ms. Robertson: Thank you for your email of October 12, 2020, regarding the above -referenced undertaking. We have reviewed the submittal and offer the following comments. 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. 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 comment, contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or environmental.review(cr�,ncdcr. og_v. In all future communication concerning this project, please cite the above referenced tracking number. Sincerely, Ramona Bartos, Deputy State Historic Preservation Officer Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: (919) 814-6570/814-6598 ROY COOPER Governor ELIZABETH S. BISER Secretary MARC RECKTENWALD prrector Dhanesh Kumar Kinger Homes, LLC 2401 Rice Road Matthews, NC 28105 Project: Rice Road Subdivision County: Mecklenburg 401 permit#: 2020-1289 404 permit#: 019-01502 DMS ID#: MR-07683 Amount Paid: $59,179.26 Check Number: 1414 HSTA+r3�'Eb NORTH CAROLINA Environmental Quality RECEIPT January 5, 2022 The NCDEQ Division of Mitigation Services (DMS) has received a check as indicated above as payment for the compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit(s) issued for the above -referenced project. This receipt serves as notification that your compensatory mitigation requirements assigned to DMS associated with the authorized activity as specified below have been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local government permits or authorization associated with this activity including G.S. § 143-214.11. The DMS, by acceptance of this payment, acknowledges that the Division is responsible for the compensatory mitigation requirements indicated below associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit. Mitigation responsibility assigned to the DMS is nontransferable. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010. Mitigation Location Mitigation Type Credits Catawba 03 ESA Warm Stream 98 Refunds of payments made to NCDMS are only approved under certain conditions. All refund requests must be submitted in accordance with the Division's refund policy. If you have any questions or need additional information, please contact Kelly.Williams@ncdenr.gov. Sincerely, At�t-&L{�Yk-ao Kelly Williams ILF Program Coordinator cc: Todd Tugwell, USACE - Raleigh; Bryan Roden -Reynolds, USACE Jennifer Robertson, agent D EQ �� North Carolina Department of Environmental Quality I Division of Mitigation Services er—ol217 West Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652 NORTHC4RCLINA n.�m^d^��"�u^^ IQ� li /`� 919,707,8976 ROY COOPER Governor ELIZABETH S. BISER Secretary MARC RECKTENWALD Director Dhanesh Kumar Kinger Homes, LLC 2401 Rice Road Matthews, NC 28105 d� SU7F a pa . NORTH CAROLINA Environmental Quality RECEIPT July 1, 2022 Project: Rice Road Subdivision second request County: Mecklenburg 404 permit#: 2019-01502 DMS ID#: MR-08130 Amount Paid: $44,082.51 Paypoint Transaction Number: 640818074 The NCDEQ Division of Mitigation Services (DMS) has received a check as indicated above as payment for the compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit(s) issued for the above -referenced project. This receipt serves as notification that your compensatory mitigation requirements assigned to DMS associated with the authorized activity as specified below have been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local government permits or authorization associated with this activity including G.S. § 143-214.11. The DMS, by acceptance of this payment, acknowledges that the Division is responsible for the compensatory mitigation requirements indicated below associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit. Mitigation responsibility assigned to the DMS is nontransferable. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010. Mitigation Location Mitigation Type Credits Catawba 03 ESA Warm Stream 73 Refunds of payments made to NCDMS are only approved under certain conditions. All refund requests must be submitted in accordance with the Division's refund policy. If you have any questions or need additional information, please contact Kelly.Williams@ncdenr.gov. 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