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HomeMy WebLinkAbout20200455 Ver 1_PCN Form Submission_20200402DWR mrlslon of Water Resources Pre -Construction Notification (PCN) Form September 29, 2018 Ver 3 Initial Review Has this project met the requirements for acceptance in to the review process?* r Yes r No Is this project a public transportation project?* G Yes r No Change only if needed. BIMS # Assigned 20200455 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Reviewing Office * Raleigh Regional Office - (919) 791-4200 Information for Initial Review 1a. Name of project: Edge of Auburn 1a. Who is the Primary Contact?* Deborah Shirley 1b. Primary Contact Email:* dshirley@sandec.com Date Submitted 4/2/2020 Nearest Body of Water Beddingfield Creek 27-37 Basin Neuse Water Classification QNSW Site Coordinates Latitude: 35.691810 A. Processing Information County (or Counties) where the project is located: Wake Is this project a public transportation project?* r Yes r No Longitude: -78.515408 1a. Type(s) of approval sought from the Corps: W Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1b. What type(s) of permit(s) do you wish to seek authorization? * Nationwide Permit (NWP) * Regional General Permit (RGP) 7 Standard (IP) Version#* 1 What amout is owed?* r $240.00 r $570.00 Select Project Reviewer* Stephanie Goss:eads\szgoss 1c. Primary Contact Phone:* (919)846-5900 U 1c. Has the NWP or GP number been verified by the Corps? r Yes r No Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): NWP 18 (stormwater pipe) 1d. Type(s) of approval sought from the DWR: W 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit r Individual Permit 29 - Residential Developments le. Is this notification solely for the record because written approval is not required? For the record only for DWR401 Certification: For the record only for Corps Permit: r 401 Water Quality Certification - E)iress V Riparian Buffer Authorization 1f. Is this an after -the -fact permit application?* r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No Acceptance Letter Attachment Edge of Auburn DMS Acceptance Letter.pdf 1h. Is the project located in any of NC's twenty coastal counties? r Yes r No 1j. Is the project located in a designated trout watershed? 0 Yes r No B.Applicant Information 1d. Who is applying for the permit? F- Owner W Applicant (other than owner) le. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: EDGE OF AUBURN LLC 2b. Deed book and page no.: DB: 010839, 011087, 010854, 017274; DP: 02259, 00704, 02431, 00018 2c. Responsible party: Michael Sandman 2d.Address Street Address PO BOX19808 Address tine 2 City Raleigh Postal / Zip Code 27619-9808 2e. Telephone Number: (919)465-5925 2g. Email Address:* stephen.dorn@lennar.com 3. Applicant Information (if different from owner) 3a. Name: Stephen Dorn State / Rmwe / Region NC Country United States 2f. Fax Number: 361.53KB r Yes r No r Yes r No U 3b. Business Name: Lennar Corporation 3c.Address Street Address 1100 Perimeter Park Drive, Ste. 112 Address tine 2 city Morrisville Postal / Zip Cale 27560 3d. Telephone Number: (919)465-5925 3f. Email Address:* stephen.dorn@lennar.com 4. Agent/Consultant (if applicable) 4a. Name: Deborah Shirley 4b. Business Name: Soil & Environmental Consultants, PA 4c.Address Street Address 8412 Falls of Neuse Rd. Address Dne 2 Suite 104 city Raleigh Postal / Zip Code 27615 4d. Telephone Number: (919)846-5900 4f. Email Address:* dshirley@sandec.com Agent Authorization Letter* Agent Authorization_Lennar.pdf State / Province / Piegion NC Country United States 3e. Fax Number: State / Province / legion NC Country United States 4e. Fax Number: (919)846-9467 312.87KB C. Project Information and Prior Project History C^) 1. Project Information 1b. Subdivision name: (d appropriate) 1c. Nearest municipality/ town: Raleigh, NC F- 2. Project Identification 2a. Property Identification Number: 1740174496, 1740278010, 1740470086 and 2b. Property size: 1740284951 +/- 330 2c. Project Address Street Address 7512 Old Baucom Rd. and 7509 Rock Quarry Rd. Address tine 2 city State / Province / legion Raleigh NC Postal / Zip Code Country 27610 United States 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Beddingfield Creek 27-37 3b. Water Resources Classification of nearest receiving water:* QNSW 3c. What river basin(s) is your project located in?* Neuse 3d. Please provide the 12-digit HUC in which the project is located. 030202011103 4. Project Description and History 4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:* Existing conditions onsite consist of forested land with two (2) existing gas easements. There are three (3) perennial stream features (SXB, SXC & SLJ/SXG), two (2) of which bisect the property (SXC & SLJ/SXG). There are three (3) intermittent streams (SLG, SLF & SHE), a pond (SVM and headwater wetlands (WXJ, WXK, WXH, WLI, WA) that flow into perennial feature SXC. Additionally, wetland features W)N, and intermittent stream feature SXD, and wetland feature SLE and intermittent stream features SLI & SXF also flow into perennial feature SXC. Perennial stream feature SXC that bisects the property has adjacent wetland features WLH, WXL and WXO. Perennial stream feature SLJ/SXG that bisects the property within the southeast corner have adjacent wetlands WV and WLF. Finally, pond SWH is located in the southwestern property boundary. General land use in the vicinity of the project consists of forested land, agricultural land, and rural development. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* r Yes r No r Unknown 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) USGS.pdf 1.58MB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) Soil Survey.pdf 385.35KB 4f. List the total estimated acreage of all existing wetlands on the property: Approximately 6.05 acres 4g. List the total estimated linear feet of all existing streams on the property: Approximately 10,828 linear feet 4h. Explain the purpose of the proposed project:* The purpose of this project is to construct a residential development and necessary infrastructure. 41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* The overall project consists of the construction of a mixed single-family and multi -family residential development, including but not limited to roads, utilities, amenities, boardwalks and greenways, stormwater devices, residential structures, offsite Force Main along Rock Quarry Road and an offsite Water Main along Auburn Knightdale Road. Specifically, there are three (3) proposed road crossings that impact streams, riparian buffers, and adjacent wetlands, two (2) proposed road crossings that impact wetlands only, eight (8) proposed utility crossings that impact streams, riparian buffers and/or wetlands, nine (9) proposed gravel trail crossings that temporarily impact streams and wetlands for boardwalks, and riparian buffers, two (2) proposed wetland fill areas for retaining walls and grading and one (1) proposed wetland impact associated with a stormwater discharge (i.e. piping) to a stormwater device. Offsite Force Main and Water Main are not proposing impacts to wetlands or waters. Equipment to be used will include excavators, bull dozers, and other typical equipment used for land clearing, grading, and excavating. 4j. Please upload project drawings for the proposed project. Existing Conditions and Site Plan.pdf 3.85MB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes Comments: r No 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary r Approved r Not Verified r Unknown r N/A Corps AID Number: SAW-2018-01479 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Jeff Harbour/Lauren Roper Agency/Consultant Company: Environmental Services, Inc. Other: r Unknown 5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR USACE: Site visit and field determination on January 29, 2016 by James Lastinger and PJD issued on March 15, 2017 by Tasha Alexander. NCDWR: Riparian buffer determination completed by James Graham on November 16, 2015 (NBRRO #15-420). 5d1. Jurisdictional determination upload Edge of Auburn PJD from USACE.PDF 575.28KB Neuse Buffer letter _NBRRO15420.pdf 549.8KB 6. Future Project Plans 6a. Is this a phased project?* r Yes O No 7b. If yes, explain. Per the project engineer, this project will be broken out into five phases. All five phases are included within this application submittal. The northwest corner of the property is bisected from the residential portion and is to be set aside for the future 1-540 interchange and the future re-routed Old Baucom Extension. Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? it is my understanding that there are no intended future phases beyond the property boundaries shown. Therefore, no additional NWP, Regional General Permits, or IP are anticipated. D. Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): W Wetlands P Streams -tributaries m Buffers r Open Waters r Pond Construction 2. Wetland Impacts 2at Reason (?) 2b. Impact type * (') 2c. Type of W.* 2d. W. name * 2e. Forested* 2C Type of 2g. Impact Jurisdicition*(?) area* Im act A P Road Crossing - Culvert 9- P Bottomland Hardwood Forest WLH Yes Both 0.308 & Headwalls (acres) Im act A P Road Crossing-T Bottomland Hardwood Forest WLH Yes Both 0.077 Construction Access (acres) Impact B1 Sanitary Sewer P Bottomland Hardwood Forest WLH Yes Both 0.006 Construction -Permanent (acres) Maintenance Corridor (Permanent -No Permanent Loss) Impact C2 Fill -Retaining Wall & P Bottomland Hardwood Forest Yes Both 0.010 Grading �WXO (acres) Im act C2 P Construction Access T mland Hardwood Forest ff WXO Yes Both 0.001 (acres) Impact F1 Sanitary Sewer P Headwater Forest WLE Yes Both 0.018 Construction -Permanent (acres) Maintenance Corridor (Permanent -No Permanent Loss) Im act F2 P Boardwalk Construction T Headwater Forest WLE Yes Both 0.010 Access (Trail) (acres) Impact F3 Storm ester Pipe (NWP P Headwater Forest WLE Yes Both 0.011 18-Permanent-No (acres) Permanent Loss) Im act J1 P Road Crossin Culvert S- P Headwater Forest WXH Yes Both 0.040 and Fill Slopes (acres) ImpactJ1 Road Crossing- T Headwater Forest WXH Yes Both 0.001 Construction Access (acres) Im act J2 P Road Crossing -Fill & P Headwater Forest WLI Yes Both 0.020 Fill Slopes (acres) Im act J2 P Road Crossing- 9- T Headwater Forest WLI Yes Both 0.003 Construction Access (acres) Im act K1 P Boardwalk Construction T Headwater Forest WLI Yes Both 0.028 Access (Trail) (acres) Impact M Sanitary Sewer P Headwater Forest WXN Yes Both 0.014 Construction -Permanent (acres) Maintenance Corridor (Permanent -No Permanent Loss) Impact N1 Fill-Retaining ining Wall &��P Headwater Forest WXI Yes Both 0(Oc1r8�) Grad Im act N1 P Construction Access T Headwater Forest WXI Yes Both 0.005 (acres) 2g. Total Temporary Wetland Impact 0.125 2g. Total Permanent Wetland Impact 0.445 2g. Total Wetland Impact 0.570 2h. Comments: Total permanent loss wetlands = 0.397 acres; Total permanent -no permanent loss wetland = 0.048 acres; Total temporary wetland = 0.125 acres; Temporary wetland impacts will be brought back to pre -construction contours and will be allowed to re -vegetate with the epsting adjacent seed source. 3. Stream Impacts 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact ❑ (?) Jurisdiction" length* S1 Impact A: Road Crossin P 9- Permanent Culvert SXC Perennial Both 13 137 Culvert & Headwalls Average (feet) (lir�rfeet) g2 Impact A: Dissipator Pad Permanent Other SXC Perennial Both 17 63 (Permanent -No Permanent Average (feet) (linearfeet) Loss) S3 Impact A: Road Crossing- Temporary Other fxc Perennial Both 14 30 Construction Access Average (feet) (lirrfeet) S4 Impact B1: Sanitary Sewer P rY Tem orar P Y Other JAverage SXD Intermittent Both 9 32 Construction (feet) (lines feet) S5 Impact 132: Boardwalk Temporary Other SXD Intermittent Both 15 Construction Access (Trail) Average (feet) (linearfeet) S6 Impact Cl:Boardwalk P Tem orar P Y Other SXC Perennial Both 12 15 Construction Access (Trail) Average (feet) (linearfeet) S7 Impact D1: Boardwalk P Tem orar P Y Other SXF Intermittent Both 9 30 Construction Access (Trail) Average (feet) (lir�rfcet) gg Impact D2: Sanitary Sewer Temporary Other SXF Intermittent Both 5 31 Construction Average (feet) (linearfeet) gg Impact D3: Sanitary Sewer Temporary Other SXC Perennial Both 21 32 Construction Average (feet) (linearfeet) S10 Impact D4: Boardwalk Temporary Other Iff Perennial Both 17 16 Construction Access (Trail) Average (feet) (lines feet) g� 1 Impact E: Road Crossing- Permanent Culvert SXD Intermittent Both 8 83 Culvert & Headwalls Average (feet) (lirrfeet) S12 Impact E: Dissipator Pad Permanent Other SXD Intermittent Both 8 24 (Permanent -No Permanent Average (feet) (lir�rfeet) Loss) �3]�Impact E: Road Crossing- Temporary Other f,1D Intermittent Both 8 42 Construction Access Average (feet) (lines feet) �4�lmpact G1: Sanitary Sewer Temporary Other :I ff Perennial Both 12 36 Construction (Aerial) Average (feet) (linearfeet) S15 Impact G2: Sanitary Sewer Temporary Other SHE Intermittent Both 30 Construction (Aerial) Average (feet) (lirrfeet) �6]�Impact G3: Boardwalk Temporary Other SHE Intermittent Both 8 15 Construction Access (Trail) Average (feet) (linearfeel) �7�lmpact I: Road Crossing- Permanent Culvert SLF Intermittent Both 6 130 Culvert & Headwalls Aver�e(feat) (linearfeet) S18 Impact I: Dissipator Pad Permanent Other SLF Intermittent Both 5 21 (Permanent -No Permanent Average (feet) (linearfeet) Loss) S19 Impact I: Road Crossing- Temporary Other SLF Intermittent Both 5 26 Construction Access Average (feet) (lirrfeet) S20 Impact L1: Sanitary Sewer Temporary Other SXB ]Perennial Both 15 32 Construction Average (feet) (linearfeet) 3i. Total jurisdictional ditch impact in square feet: 3i. Total permanent stream impacts: 4>8 3i. Total temporary stream impacts: 382 3i. Total stream and ditch impacts: 840 3j. Comments: Total permanent loss stream = 350 LF; Total permanent -no permanent loss stream = 108 LF; Total temporary stream = 382 LF; Temporary stream impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized. 6. Buffer Impacts (for DWR) 6a. Project is in which protect basin(s)? Check all that apply. P Neuse r Tar -Pamlico r Catawba r Randleman r Goose Creek r Jordan Lake r Other 6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact Impact Area A: Road Crossing P Beddingfield Creek Yes 12,080 5,666 Impact Area 131: Sanitary Sewer Crossing P LIT to Beddingfield Creek No 1,898 1,271 Impact Area B2: Boardwalk &Trail Crossing P Ui to Beddingfield Creek No 904 607 Impact Area C1: Boardwalk & Trail Crossing P Beddingfield Creek No 907 655 Impact Area D1: Boardwalk & Trail Crossing P Ui to Beddingfield Creek No 1,750 1,147 Impact Area D2: Sanitary Sewer Crossing P UT to Beddingfield Creek No 1,844 1,231 Impact Area D3: Sanitary Sewer Crossing I P Beddingfield Creek No 2,136 1,591 Impact Area D4: Boardwalk & Trail Crossing P Beddingfield Creek No 840 553 Impact Area E: Road Crossing P UT to Beddingfield Creek No 7,948 4,654 Impact Area G1: Sanitary Sewer Crossing P UT to Beddingfield Creek No 2,121 1,402 Impact Area G2: Sanitary Sewer Crossing P Ui to Beddingfield Creek No 1,880 2,147 Impact Area G3: Boardwalk & Trail Crossing P UT to Beddingfield Creek I No 1,340 717 Impact Area H1: Boardwalk & Trail Crossing P UT to Beddingfield Creek No 1,184 2,122 Impact Area I: Road Crossing P UT to Beddingfield Creek Yes 9,515 5,329 Impact Area 1_1: Sanitary Sewer Crossing P UT to Beddingfield Creek No 2,038 1,362 Impact Area O: Trail Crossing & Sanitary Sewer P Pond No 0 1,601 6h. Total buffer impacts: Zone 1 Zone 2 Total Temporary impacts: 0.00 0.00 Zone 1 Zone 2 Total Permanent impacts: 48,385.00 32,055.00 Zone 1 Zone 2 Total combined buffer impacts: 48,385.00 32,055.00 61. Comments: Supporting Documentation Impact Map Set.pdf 7.92MB E. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: S&EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property and offsite utility locations in order to identify natural resources so that impacts could be avoided & minimized to the mapmum extent practicable. It's important to point out as well that the Initial Site Plan included five (5) road crossings impacting streams, two (2) were perennial crossings and three (3) were intermittent crossings. S&EC worked with the project engineers to avoid two (2) of the stream crossings (i.e. connection between Phase 1 & 2 and connection between Phase 1 & 4) and to minimize the impacts at the currently proposed crossings, in addition to avoiding additional impacts throughout the site. Road Crossings: Impact area A is proposed road crossing. Proposed impacts include permanent (i.e. culvert & headwalls), permanent -no permanent loss (i.e. dissipator pad) and temporary (i.e. construction access) stream impacts, along with permanent (i.e. culvert & headwalls) and temporary (i.e. construction access) wetland impacts, and associated riparian buffer impacts. This road crossing is necessary to access the southeastern portion (i.e. Phase 5) of the property. Stream, wetland and riparian buffer impacts have been minimized by utilizing head walls and wing walls at the crossing, designing the crossing at a narrow section of the wetland, and by adding retaining wells to the south to avoid additional wetland impacts. Stream, wetland and riparian buffer mitigation is being proposed to compensate for these impacts. Impact area E is proposed road crossing. Proposed impacts include permanent (i.e. culvert & headwalls), permanent -no permanent loss (i.e. dissipator pad) and temporary (i.e. construction access) stream impacts and associated riparian buffer impacts. This road crossing is necessary to provide access the amenity center and the pump station. Stream and riparian buffer impacts have been minimized by utilizing head walls and wing walls at the crossing, and by shifting the trail closer to the road. Stream mitigation is being proposed to compensate for these impacts. Impact area I is proposed road crossing. Proposed impacts include permanent (i.e. culvert & headwalls), permanent -no permanent loss (i.e. dissipator pad) and temporary (i.e. construction access) stream impacts and associated riparian buffer impacts. This road crossing is necessary to provide access within the northwest area (i.e. Phase 1) of the project. Stream and riparian buffer impacts have been minimized by utilizing head walls and wing walls at the crossing, and by necking down the two -lanes separated by a median to two -lanes without a median at the stream crossing location. Stream and riparian buffer mitigation are being proposed to compensate for these impacts. Impact Areas J1 & J2 are both proposed road crossings. Proposed impacts include permanent and temporary (i.e. construction access) wetland impacts. These road crossings are necessary to provide a secondary access within Phase 1 of the project. Wetland impacts have been minimized by reducing lots on the south side of Street G, and by shifting the trail to the north side of Impact Area J1. Wetland mitigation is being proposed to compensate for these impacts. Utilities: Impacts B1, D2, D3, F1, G1, G2, L1 & M are all proposed sanitary sewer crossings. Proposed impacts include temporary stream and/or temporary wetland impacts for construction of the utility lines. All crossings are designed perpendicular to the stream and riparian buffer or wetland areas to minimize impacts. Wetland mitigation is being proposed at a 1:1 mitigation ratio to compensate for the "permanent -no permanent loss" (i.e. change of function) wetland impacts. Boardwalks & Trails: Impacts B2, C, D1, D4, F2, G3, H1, K1 are all proposed boardwalk trail crossings. Proposed impacts include temporary stream and/or wetland impacts for construction of the boardwalks. All crossings are designed perpendicular to the stream and riparian buffer or wetland areas to minimize impacts. Additionally, boardwalks were designed adjacent to sanitary sewer easements where practicable to minimize the overall impacts to streams, buffers and wetlands onsite. Impact area O is a proposed trail crossing and sanitary sewer easement within Zone 2 of the riparian buffer adjacent to the large pond. Impacts were designed within Zone 2 only to avoid riparian buffer impacts within Zone 1, in addition to being within proposed sanitary sewer easement. Retaining walls/Fill: Impact C is proposed fill activities necessary for a retaining wall and grading. Proposed impacts include permanent and temporary (i.e. construction access) wetland impacts. This impact is necessary for a proposed lot and to allow gradual slope for the adjacent trail construction. Wetland impacts have been minimized by utilizing a retaining wall. Wetland mitigation is being proposed to compensate for these impacts. Impact N1 is proposed fill activities necessary for a retaining wall and grading. Proposed impacts include permanent and temporary (i.e. construction access) wetland impacts. This impact is necessary for a proposed lot. Wetland impacts have been minimized by utilizing a retaining wall. Wetland mitigation is being proposed to compensate for these impacts. Stormwater Piping: Impact F3 is proposed impacts necessary for stormwater pipe construction. Proposed impacts include temporary (i.e. construction access) wetland impacts. This impact is necessary to direct stormwater from the cul-de-sac to SCM "E". Wetland impacts have been minimized by crossing the wetland at a perpendicular angle. Wetland mitigation is being proposed at a 1:1 mitigation ratio to compensate for the "permanent -no permanent loss" (i.e. change of function) wetland impacts. All temporary stream impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized. All temporary wetland impacts will be brought back to pre -construction contours and will be allowed to re - vegetate with the eAsting adjacent seed source. Road crossing profiles have been included, along with dewatering details and a "typical" profile for the aerial and open -cut sanitary sewer crossings, and boardwalk construction. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Per the project engineers: stream diversion plans will be carefully constructed in conjunction with culvert installations to prevent the loss of sediment during this phase of construction. Silt fence will be installed within all impact areas with silt fence outlets specified at all low points to help with drainage relief through erosion control phases. Tree protection fence will be staked within buffer to eliminate unnecessary construction activities in these areas. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? r Yes r No 2c. If yes, mitigation is required by (check all that apply): W DWR W Corps 2d. If yes, which mitigation option(s) will be used for this project? W Mitigation bank W Payment to in -lieu fee r Permittee Responsible program Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Falling Creek Stream and Wetland Mitigation Bank: Grantham Branch Mitigation Site; Grantham Branch Nutrient Offset & Buffer Mitigation Bank 3b. Credits Purchased/Requested (attach receipt and letter) Type: Quantity: Stream 185 Riparian wetland 0.85 Attach Receipt and/or letter Edge of Auburn Stream SOA 03-27-2020.pdf Edge of Auburn Wetland SOA 03-27-2020.pdf 3c. Comments 512.27KB 512.21 KB Stream Mitigation: Perennial -Permanent loss stream impact = 137; 137 @ 2:1 mitigation ratio = 274; Intermittent -Permanent loss stream impact = 213; 231 @ 1:1 mitigation ratio = 213; 274 + 213 = 487. Wetland Mitigation: Permanent Wetland loss impact = 0.397 acres; 0.397 @ 2:1 mitigation ratio = 0.795 acres; Permanent -No Permanent loss impact = 0.05 acres; 0.05 @ 1:1 mitigation ratio = 0.05 acres; 0.795 + 0.05 = 0.845 or 0.85 acres. 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. r Yes r No 4b. Stream mitigation requested: (linear feet) 302 4d. Buffer mitigation requested (DWR only): (square feet) 4c. If using stream mitigation, what is the stream temperature: warm 4e. Riparian wetland mitigation requested: (acres) 4f. Non -riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested: (acres) (acres) 4h. Comments Wildlands only had 185 SMUs of the total 487 SMUs needed. Therefore, 302 SMUs were requested from the NCDMS to fulfill compensatory mitigation needs. Stream credit requests were sent to Restorations Systems and Resource Environmental Solutions as well, neither private bank had stream credits available. 6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information. r Yes r No 6b. If yes, then identifythe square feet of impact. 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 Road Crossings> 1/3 acre 10,123 3 30,369 Zone 2 Road Crossings > 1/3 acre 7,354 1.5 11,031 6f. Total buffer mitigation required 41,400 6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed? r Yes r No 6h. Attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services. Edge of Auburn Buffer SOA 03-27-2020.pdf 511.83KB 6j. Comments: Impact Area A only requires partial buffer mitigation because wetland mitigation is required. Impact sheet identifies "buffer impact - wetland impacts = F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No What type of SCM are you providing? r Level Spreader r Vegetated Conveyance (lower SHWT) r Wetland Swale (higher SHWT) W Other SCM that removes minimum 30 % nitrogen r Proposed project will not create concentrated stormwater flow through the buffer Diffuse Flow Documentation 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)? r Yes r No 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? r Yes r No 2d. Which of the following stormwater management program(s) apply: 17 Local Government r State Local Government Stormwater Programs W Phase II W NSW r USMP r Water Supply Please identify which local government stormwater program you are using. Town of Garner Comments: G. Supplementary Information 1. Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* r Yes r No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * r Yes f• No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3b. If you answered "no," provide a short narrative description. We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs' document prepared by the INC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural and silvicultural operations. The Edge of Auburn project is a residential development. Additionally, the project is located within the City of Raleigh jurisdiction, therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the Neuse River Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer area, in addition to "diffuse flow" requirements and could require Best Management Practices that control nitrogen if diffuse flowcannot be achieved; 2) the Phase II NPDES Storm meter Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -construction stormwater management requirements. We anticipate that the DWR will advise us if any additional information is needed. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r Nor N/A 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes f No 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. Is another Federal agency involved?* r Yes r No r Unknown Se. Is this a DOT project located within Division's 1-8? r Yes r No 5f. Will you cut anytrees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?* r Yes r No 51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? r Yes r No If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property. 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? S&EC ocmpleted a Threatened & Endangered Species Report, to include a Self -Certification letter through the US Fish & Wildlife Service (USFWS), a query through the NC Natural Heritage Program database, and an official Species List through iPac. A formal request was sent to the USFWS on December 4, 2019. S&EC received response from USFWS on February 21, 2020 that they concurred with the determinations made by S&EC that the proposed actions is not likely to adversely affect any federally -listed endangered or threatened species, their formally designated critical habitat, or species currently proposed for listing under the Endangered Species Act (ESA). Please see attached S&EC Threatened & Endangered Species Report and correspondence from USFWS. Consultation Documentation Upload SEC Edge of Auburn TE Survey Report 11_27_2019 signed.pdf 10.18MB USFWS Concurrence Email_21 Feb2020.pdf 182.76KB 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential Fish Habitat was identified near the project. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* The NC State Historic Preservation Office HPOWEB GIS Service Interactive map was referenced on December 11, 2019. One Determined Eligible listing was identified within the project area, WA0289 Penny House. Per the property owners, the Penny House has been demolished. 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* r Yes r No 8c. What source(s) did you use to make the floodplain determination?* NC Floodplain Mapping Prograrn-Flood Risk Information and the project engineer. Miscellaneous Comments Miscellaneous attachments not previously requested. Signature v W By checking the box and signing below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Deborah E. Shirley Signature PF�OpA F_ 5,fi r Date 4/2/2020 WILD HOLDINOGs Statement of Availability March 27, 2020 Lennar Corporation -Raleigh Division 1100 Perimeter Park Dr., Suite 112 Morrisville, NC 27560 Attn: Stephen Dorn RE: Availability of Stream Credits for the "Edge of Auburn" project Bank Name: Falling Creek Stream and Wetland Mitigation Bank Bank Site: Grantham Branch Mitigation Site Bank Sponsor: Wildlands Holdings III, LLC USACE Action ID No. 2017-00549 Stream Credits Needed: 487 Stream Credits Available:185.15 Neuse 03020201 River Basin Dear Mr. Dorn, Wildlands Holdings III, LLC has the above -mentioned Stream Credits from the Falling Creek Stream and Wetland Mitigation Bank: Grantham Branch Mitigation Site to partially satisfy the mitigation requirements related to the above -mentioned project. The project is located within the service area (HUC 03020201) of the Bank. Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10% of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis. Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then subject to change. An invoice for this transaction will be sent upon your request and we will reserve the credits and price for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided — it is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve basis. Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within the 404 permit. We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at 205-807-0800 or ihazelhoff@wildlandseng.com if you have any questions or need any additional information. Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203 WILD HOLDINOGs Sincerely, 4ZI Ian M. Hazelhoff Wildlands Engineering, Inc. Land Acquisition ihazelhoff@wildlandseng.com 0: (704) 332-7754 ext. 120 M: (205) 807-0800 Cc: Ms. Katie Merritt, Division of Water Resources (bi-annually) Ms. Deborah Shirley, Soil & Environmental Consultants, PA Mr. David Bailey, US Army Corps of Engineers Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203 WILD HOLDINOGs Statement of Availability March 27, 2020 Lennar Corporation -Raleigh Division 1100 Perimeter Park Dr., Suite 112 Morrisville, NC 27560 Attn: Stephen Dorn RE: Availability of Riparian Wetland Credits for the "Edge of Auburn" project Bank Name: Falling Creek Stream and Wetland Mitigation Bank Bank Site: Grantham Branch Mitigation Site Bank Sponsor: Wildlands Holdings III, LLC USACE Action ID No. 2017-00549 Riparian Wetland Credits Needed: 0.85ac Riparian Wetland Available: 3.25ac Neuse 03020201 River Basin Dear Mr. Dorn, Wildlands Holdings III, LLC has the above -mentioned Riparian Wetland Credits from the Falling Creek Stream and Wetland Mitigation Bank: Grantham Branch Mitigation Site to satisfy the mitigation requirements related to the above -mentioned project. The project is located within the service area (HUC 03020201) of the Bank. Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10% of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis. Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then subject to change. An invoice for this transaction will be sent upon your request and we will reserve the credits and price for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided — it is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve basis. Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within the 404 permit. We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at 205-807-0800 or ihazelhoff@wildlandseng.com if you have any questions or need any additional information. Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203 WILD HOLDINOGs Sincerely, 4ZI Ian M. Hazelhoff Wildlands Engineering, Inc. Land Acquisition ihazelhoff@wildlandseng.com 0: (704) 332-7754 ext. 120 M: (205) 807-0800 Cc: Ms. Katie Merritt, Division of Water Resources (bi-annually) Ms. Deborah Shirley, Soil & Environmental Consultants, PA Mr. David Bailey, US Army Corps of Engineers Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203 HWILDoiivGs O Statement of Credit Availability March 27, 2020 Lennar Corporation -Raleigh Division 1100 Perimeter Park Dr., Suite 112 Morrisville, NC 27560 Attn: Stephen Dorn RE: Availability of Riparian Buffer Credits for the "Edge of Auburn" project Bank Name: Grantham Branch Nutrient Offset & Buffer Mitigation Bank Bank Sponsor: Wildlands Holdings III, LLC DWR Project #: 2017-0687v2 Riparian Buffer Credits Requested: 41,400 sq. ft. Riparian Buffer Credits Available: 45,866.38 sq. ft Neuse 03020201 River Basin Dear Mr. Dorn, Wildlands Holdings III, LLC has the above -mentioned Riparian Buffer credits from the Grantham Branch Nutrient Offset & Buffer Mitigation Bank to satisfy the mitigation requirements related to the above - mentioned project. The project is located within the service area (HUC 03020201) of the Bank. Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10% of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis. Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then subject to change. An invoice for this transaction will be sent upon your request and we will reserve the credits and price for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided — it is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve basis. Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification Authorization Certificate from the NC Department of Environmental Quality approving the Riparian Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings III, LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina Division of Water Resources and to you for your records We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at 205-807-0800 or ihazelhoff@wildlandseng.com if you have any questions or need any additional information. Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203 HWILDoiivGs O Sincerely, Ian M. Hazelhoff Wildlands Engineering, Inc. Mitigation Development and Credit Sales ihazelhoff@wildlandseng.com 0: (704) 332-7754 ex. 120 M: (205)-807-0800 Cc: Ms. Katie Merritt, Division of Water Resources (bi-annually) Ms. Deborah Shirley, Soil & Environmental Consultants, PA Mr. David Bailey, US Army Corps of Engineers Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203 ROY COOPER Governor MICHAEL S. REGAN Secretary TIM BAUMGARTNER Director Stephen Dorn Lennar Corporation 1100 Perimeter Park Dr, Suite 112 Morrisville, NC 27560 NORTH CAROLINA Environmental Quality March 31, 2020 Expiration of Acceptance: 10/1/2020 Project: Edge of Auburn County: Wake The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the DMS in - lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. River Basin Impact Location 8-di it HUC Impact Type Impact Quantity Neuse 03020201 Warm Stream 302 Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly Williams at (919) 707-8915. cc: Debbie E. Shirley, agent Sincerely, j James. B Stanfill Asset Management Supervisor NORTHCAROLINAD_E I DwW al Envimnwn%1Quay North Carolina Department of Environmental Quality I Division of Mitigation Services 217 W. Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652 919.707.8976 Soil & Environmental Consultants, PA 8412 Falls of Neusc Road, Snite 104, Raleigh, NiC2761 i • Phone (919) 840-5900 • Fax: (919) 846-9467 iandcc.ccan AGENT AUTHORIZATION Project Name/Description: Edge of Auburn S&EC Project 9 13923 Date: OS J Ji /,109,3 The Department of the Army U.S. Army Corps of Engineers, Wilmington District 69 Darlington Avenue Wilmington, NC 28403 Aun:—David Bailey Field Office: Raleigh Regulatory Field Office I, the undersigned, authorizes S&EC, as my agent, to act on my behalf and take all actions necessary for the processing, issuance and acceptance of a permit or certification and any and all associated standard and special conditions. This notification supersedes any previous correspondence concerning the agent for this project. PARCEL INFORMATION: Parcel Index Number(s) (PIN): 1740-28-4951, 1740-17-4496, 1740-47-0086, 1740-27-8010 Site Address: 7512 Old Baucom Rd., 0 & 7509 Rock Quarry Rd., & 0 Girardeau Way City, County, State: Raleigh, NC 27610 _ APPLICANT INFORMATION: Name: Lennar Corporation Mailing Address: 1100 Perimeter Park Drive, Ste.112, Morrisville, NC 27560 Telephone Number: 1))) - q-65 - SJatj Email: 3 HBNDOW Q VUV N AR - 00M Siff 149-� DnW 031 1 1 Registered Agent (please print) Date � + 1�4 9JCl� 11�4 f S Registered Agent Signature We hereby certify the abo ve information submitted in this application is true and accurate to the best of our knowledge. erTm.FARA1aA1 f R! rl I- r � ���_��r� � I I f � 4 � j �� f E +! }., 5 I'•r=-' h i, 1� � � h �' � �F _ _� r- It r • _ I 'Ily��1 ��f.,j i, ram+ f �����_! �� � � �1!'•`+fr � �� � ������ I I 1 if +� jxk l � VIA Q 1 1 70 '; , 4r 4 OV n - G • _ 1 - � ee- - t -� Project Number: Map Title: N 13923.W3 Figure 1 - USGS Map o �,500 3,000 Project Manager: Edge of Auburn I I Feet �S Scale: Wake County, NC 1" = 1500' • Source: 2019 USGS Soil A Environmental Consultants, PA Date: E412 F.1kd'ties.R—LXui1.•MRaleigh NC 2+13•P—(919)>I-IM•F—(919)$&W!6 6 12/11 /2019 Garner, NC Quadrangle Lk— f ri WniD2 ' Wy Q Wa8_"r Wrratl2. witiC waC C-� WgA WlllG2 (0 CIV e Wad p Ii � �i - MC 0 0 M ILIi�,HI r Wfil2 r n r wac ' -or - i t APB2 WmC NoS I_ V Lw ApB it 1•� CI ApB Lo LoC Go # WglU AfA G'1E I- f .' rj DuC ti C 1NI��G �i WmD2 APB •c WrnC2 # WmB i +' G VWrr,t;l l Apt y 1 _IV NriB2. 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