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HomeMy WebLinkAbout20190078 Ver 1_Mitigation Info_20190417Goss, Stephanie From: Mark Senior < msenior@wkdickson.com > Sent: Wednesday, April 17, 2019 12:47 PM To: Goss, Stephanie Subject: Fwd: [External] Elliot Storage design - Chapel Hill - Fee in -Lieu for buffer impacts Hi Stephanie. I contacted Kelly Williams with NCDMS regarding the mitigation ratio and she provided the response below. Does the explanation she provided address your needs? If not please let me know. Thanks, Mark. Sr. Sent from my iPhone Begin forwarded message: From: "Williams, Kelly" <kellywilliams@ncdenr.sov> Date: April 17, 2019 at 11:57:14 AM EDT To: Mark Senior <msenior@wkdickson.com> Subject: Re: [External] Elliot Storage design - Chapel Hill - Fee in -Lieu for buffer impacts Mark, DMS letters reflect impacts not mitigation ratios. The letter states that DMS agrees to accept payment for the mitigation the permit requires which may exceed the impacts. The invoice will reflect the credits Stephanie requires for buffer. If you are in need of a customized letter, I think we can accommodate that, but permitting agencies have not asked for that previously. Kelly Williams Division of Mitigation Services In -Lieu Fee Program Coordinator direct: 919.707.8915 1652 Mail Service Center Raleigh, NC 27699-1652 The DMS Raleigh office is located in the N.C. Dept. of Environment and Natural Resources Building at 217 West Jones St., Suite 3000A, Raleigh, N.C. 27603. Parking and visitor access information is available on the DMS website. From: Mark Senior <msenior@wkdickson.com> Sent: Wednesday, April 17, 2019 9:33:08 AM To: Williams, Kelly Subject: FW: [External] Elliot Storage design - Chapel Hill - Fee in -Lieu for buffer impacts External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to reRort.s amnnc.aov J Hi Kelly; I'm handling this project while the primary project engineer is away and apparently I didn't get all the information on this buffer impact. Stephanie Goss informed me today that the number I sent you does not include the 3:1 mitigation ratio so I need to bump up that number to 4,032 SF of buffer mitigation (see her email below). I'll revise the form and resend it today. Thanks, Mark Sr. Mark T. Senior, PE Senior Project Engineer WK Dickson & Co., Inc. 720 Corporate Center Drive Raleigh NC 27607 Office: 919-782-0495 Direct 919-256-5650 Email: msenior(u,wkdickson.com www.wkdickson.com 1929-2019 1 CELEBRATING 90 YEARS OF SERVICE Connect with us: Facebook I Twitter I LinkedIn From: Goss, Stephanie <stephanie.goss@ncdenr.gov> Sent: Wednesday, April 17, 2019 9:20 AM To: Mark Senior <msenior@wkdickson.com> Cc: Tom Murray <tmurray@wkdickson.com>; croberts@townofchapelhill.org Subject: RE: [External] Elliot Storage design - Chapel Hill - Fee in -Lieu for buffer impacts Mark, Mitigation for the 1,344 square feet of Zone 1 impacts have a multiplier. So, for Zone 1 impacts it is times 3, so mitigation needed for your project would be 4,032 square feet of mitigation credits required. Can you please resend the statement of availability letter stating you have obtained 4,032 sf or credits. Thanks and sorry for the confusion. Stephanie Z. Goss Environmental Senior Specialist Division of Water Resources Raleigh Regional Office 3800 Barrett Drive Raleigh, NC 276o9 919-791-4256 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties 2 From: Mark Senior <msenior@wkdickson.com> Sent: Tuesday, April 16, 2019 4:07 PM To: Goss, Stephanie <stephanie.aoss@ncdenr.gov> Cc: Tom Murray <tmurrav@wkdickson.com>; croberts@townofchapelhill.ors Subject: [External] Elliot Storage design - Chapel Hill - Fee in -Lieu for buffer impacts Good afternoon Stephanie; I am following up on the fee in -lieu for the buffer impacts on this project while Tom is away from the office. Our client decided to pursue the mitigation option. We determined that there were no private mitigation credits available for this portion of the Jordan Lake watershed and reached out to Kelly Williams with NCDMS. She has provided the attached letter confirming DMS acceptance for this project. Please let me know if this satisfies what you needed and please don't hesitate to let me know if you need additional information or if I can help in any way. Thanks, Mark Sr. Mark T. Senior, PE Senior Project Engineer M Dickson & Co., Inc. 720 Corporate Center Drive Raleigh NC 27607 Office: 919-782-0495 Direct 919-256-5650 Email: msenior@wkdickson.com www.wkdickson.com 1929-2019 1 CELEBRATING 90 YEARS OF SERVICE Connect with us: Facebook I Twitter I LinkedIn From: Goss, Stephanie <stephanie.aoss@ncdenr.gov> Sent: Friday, April 12, 2019 10:31 AM To: Tom Murray <tmurrav@wkdickson.com> Cc: croberts@townofchaoelhill.ora Subject: RE: [External] RE: Elliot Storage Design Tom, I am currently reviewing the Elliot Storage Design project. I wanted to bring to your attention the Jordan Lake Watershed buffer rule for Stormwater BMP's (below is a snip from the Jordan Lake Watershed table of uses for Stormwater BMP's): <image001.jpg> htti)://re po rts.oa h.state. nc. us/ncac/title%2015a%20-%20envi ro nmenta I%20g ua lity/cha pte r%2002%20 - %20e nvi ronmental%20ma naaement/subchapter%20b/15a%20ncac%2002 b%20.0267.pdf So, you have two options: 1. the Stormwater BMP stays as is and the Town of Chapel Hill pays mitigation for the 1,344 square feet of Zone 1 impacts from the BMP (Mitigation needed would be 4,032 square feet of mitigation credits) provided that diffuse of discharge is provided into Zone 1'. https://deg.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer- permitting-branch/nutrient 2. The Stormwater BMP impacts are removed from Zone 1, can the BMP be shifted a bit to the East, but tree preservation is to be considered as well. (no Zone 1 impacts from the BMP) and diffuse flow of discharge is provided into Zone 1. Please let me know your decision and we can proceed. If you choose the mitigation route, I will need a statement of availability letter from a mitigation bank. I have included the link above for your convenience. Please do not hesitate to contact me if you have any questions. Stephanie Z. Goss Environmental Senior Specialist Division of Water Resources Raleigh Regional Office 3800 Barrett Drive Raleigh, NC 27609 919-791-4256 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and mai- be disclosed to third parties ROY COOPER Covemcr MICHAEL S. REGAN seae _w TtM BAUMGARTNER 91ir mr David Klepser Ram Realty 6850 Mulhouse Road Chapel Hill, NO 27516 April 16, 2019 Expiration of Acceptance: 1006,12019 Project: Elliot Storage Design County: Orange 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/4011 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 OMS 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 Impact Tvoe Imescf Quantity Cape Fear 03030002 Jordan- Upper New Hope 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 and 15A NCAC 02B .0295 as applicable. 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: Mark Senior, agent Sincerely, James, B Stanfill AssetCManagement Supervisor aklrq, l;,aroty`p-fie _: c:of:m ut nceY;+al QusNh tRo-a:oeof Mtigatan Se.�:ke5 1a w. k�xv Sam � nd�.i.a Ser ecrCrnav-4dxe�Dd,xtpf,r '., 3'i494 -;h57. 914C67a476 ( 9 -an? Goss, Stephanie (e c d : c4 (161 1 S From: Mark Senior <msenior@wkdickson.com> Sent: Tuesday, April 16, 2019 4:07 PM To: Goss, Stephanie Cc: Tom Murray; croberts@townofchapelhill.org Subject: [External] Elliot Storage design - Chapel Hill - Fee in -Lieu for buffer impacts Attachments: DMS Acceptance Elliot Storage Design (003).pdf u v m, CAUTION:o not click links open attachments unless you enfy. Send all susp a'j'Bou email as an attacfimenf Good afternoon Stephanie; I am following up on the fee in -lieu for the buffer impacts on this project while Tom is away from the office. Our client decided to pursue the mitigation option. We determined that there were no private mitigation credits available for this portion of the Jordan Lake watershed and reached out to Kelly Williams with NCDMS. She has provided the attached letter confirming DMS acceptance for this project. Please let me know if this satisfies what you needed and please don't hesitate to let me know if you need additional information or if I can help in any way. Thanks, Mark Sr. Mark T. Senior, PE Senior Project Engineer WK Dickson & Co., Inc. 720 Corporate Center Drive Raleigh NC 27607 Office: 919-782-0495 Direct 919-256-5650 Email: msenior@wkdickson.com www.wkdickson.com 1929-2019 1 CELEBRATING 90 YEARS OF SERVICE Connect with us: Facebook I Twitter I LinkedIn From: Goss, Stephanie <steohanie.goss@ncdenr.gov> Sent: Friday, April 12, 2019 10:31 AM To: Tom Murray <tmurrav@wkdickson.com> Cc: croberts@townofchaoelhill.org Subject: RE: [External] RE: Elliot Storage Design Tom, I am currently reviewing the Elliot Storage Design project. I wanted to bring to your attention the Jordan Lake Watershed buffer rule for Stormwater BMP's (below is a snip from the Jordan Lake Watershed table of uses for Stormwater BMP's): http•//reports oah state nc us/ncac/title%2015a%20-%20environmental/`20quaIity/chapter%2002/020- %20environmental%20manage ment/subchaPte r%20b/15a%20ncac%2002b/o20.0267.pdf So, you have two options: 1. the Stormwater BMP stays as is and the Town of Chapel Hill pays mitigation for the 1,344 square feet of Zone 1 impacts from the BMP (Mitigation needed would be 4,032 square feet of mitigation credits) provided that diffuse of discharge is provided into Zone 1. httos://dea.nc.Rov/about/divisions/water-resources/water-quality-permitting/401-buffer-permitting- branch/nutrient The Stormwater BMP impacts are removed from Zone 1, can the BMP be shifted a bit to the East, but tree preservation is to be considered as well. (no Zone 1 impacts from the BMP) and diffuse flow of discharge is provided into Zone 1. Please let me know your decision and we can proceed. If you choose the mitigation route, I will need a statement of availability letter from a mitigation bank. I have included the link above for your convenience. Please do not hesitate to contact me if you have any questions. Stephanie Z. Goss Enx-ironmental Senior Specialist Division of Water Resources Raleigh Regional Office 3800 Barrett Drive Raleigh, NC 27609 919-791-4256 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties A"; of fl: lc��3•, iris X ;iISt lfi a»moi :8 [3�bi9tixi,i. $`iSllt'7" ( ', L`i�t �. `i, �r�i �,7: .. a`1 aZ�•f, S�1s i � as23iuif : �€ a'$ '.. l; Ps,+z�4a t 'A'3Ta1 a... «. 4) i ul 71: • a'><i:,':. '.Siia_ta. ,fat°S http•//reports oah state nc us/ncac/title%2015a%20-%20environmental/`20quaIity/chapter%2002/020- %20environmental%20manage ment/subchaPte r%20b/15a%20ncac%2002b/o20.0267.pdf So, you have two options: 1. the Stormwater BMP stays as is and the Town of Chapel Hill pays mitigation for the 1,344 square feet of Zone 1 impacts from the BMP (Mitigation needed would be 4,032 square feet of mitigation credits) provided that diffuse of discharge is provided into Zone 1. httos://dea.nc.Rov/about/divisions/water-resources/water-quality-permitting/401-buffer-permitting- branch/nutrient The Stormwater BMP impacts are removed from Zone 1, can the BMP be shifted a bit to the East, but tree preservation is to be considered as well. (no Zone 1 impacts from the BMP) and diffuse flow of discharge is provided into Zone 1. Please let me know your decision and we can proceed. If you choose the mitigation route, I will need a statement of availability letter from a mitigation bank. I have included the link above for your convenience. Please do not hesitate to contact me if you have any questions. Stephanie Z. Goss Enx-ironmental Senior Specialist Division of Water Resources Raleigh Regional Office 3800 Barrett Drive Raleigh, NC 27609 919-791-4256 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties Goss, Stephanie From: Tom Murray <tmurray@wkdickson.com> Sent: Thursday, March 28, 2019 4:48 PM To: Goss, Stephanie Cc: croberts@townofchapelhill.org Subject: RE: [External] RE: Elliot Storage Design Attachments: MemoResponseElliottcomments_3_28_19.docx; NCR172083 - Eastgate Shopping Center Stormwater Plans.pdf; PCNBufferlmpacts5ection6.pdf; TreeProtection.pdf; RevisedSheet6.pdf; Fig S.Elliot Buffer Impacts.pdf Stephanie Thank you for meeting with us on Monday 3/25 on the Elliott storage project. I hope the attached information addresses your comments. We have included the following: • Memo response to DWR comments • Revised Figure 5 showing detailed buffer impacts • Update PCN page 7, Section 6 for buffer impacts that corresponds to Figure 5 • Tree protection exhibit • Revised Sheet 6 of construction plans • Proposed SCM design The Town and Federal Realty are requesting that the attached SCM plans for Eastgate Shopping Center be incorporated into this 401 submittal with the goal of being constructed at the same time as the Elliott Storage project. At the origina time of permit submittal, it was uncertain if the SCM would be permitted and designed at the same time as the Elliott Storage project. The proposed SCM does not impact streams or wetlands. As shown in the attached Figure 5, the SCM will impact approximately 5,500 sf of buffers. The majority of the buffer impacts occur in an area with limited wood vegetation as shown in the aerial photography. While the SCM shown in the attached plans is a bioretention area, the SCM will be adjusted to a constructed wetland with the same footprint based on comments from the Town. If you require further information related to the SCM, please let me know. Thanks, IG Tom Murray, PE Program Manager WK Dickson & Co., Inc. 720 Corporate Center Drive Raleigh, NC 27607 919-782-0495 Email: tmurrav(o)wkdickson.com www.wkdickson.com 1929-2019 1 CELEBRATING 90 YEARS OF SERVICE From:'Goss, Stephanie <stephanie.goss@ncdenr.gov> Sent: Tuesday, March 12, 2019 11:42 AM To: Tom Murray <tmurray@wkdickson.com> Cc: croberts@townofchapelhill.org Subject: RE: [External] RE: Elliot Storage Design To m, Will 10 am be ok with you? Stephanie Z. Goss Environmental Senior Specialist Division of Water Resources Raleigh Regional Office 3800 Barrett Drive Raleigh, NC 27609 919-791-4256 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may- be disclosed to third parties From: Tom Murray <tmurrav@wkdickson.com> Sent: Tuesday, March 12, 2019 9:04 AM To: Goss, Stephanie <stephanie.goss@ncdenr.gov> Cc: crobertsCa@townofchapelhill.org Subject: RE: [External] RE: Elliot Storage Design Stephanie Let's meet on March 25th at the site. We can meet in the parking lot outside Great Outdoor Provision and Talbots. Let me know what time works best for you. Thanks, Tom Tom Murray, PE Program Manager WK Dickson & Co., Inc. 720 Corporate Center Drive Raleigh, NC 27607 919-782-0495 Email: tmurray(d)wkdickson.com www.wkdickson.com 1929-2019 1 CELEBRATING 90 YEARS OF SERVICE From: Goss, Stephanie <stephanie.goss@ncdenr.gov> Sent: Tuesday, March 12, 2019 8:14 AM To: Tom Murray <tmurray@wkdickson.com> Cc: croberts@townofchapelhill.org Subject: RE: [External] RE: Elliot Storage Design Tom, Thanks for the quick response. I can meet on Monday the 25th or the 28" and the first week of April I am available any day except the 11t. I think we can discuss everything during the site visit. Stephanie Z. Goss Environmental Senior Specialist Division of Water Resources Raleigh Regional Office 3800 Barrett Drive Raleigh, NC 276o9 919-791-4256 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties From: Tom Murray <tmurrav@wkdickson.com> Sent: Friday, March 08, 2019 3:55 PM To: Goss, Stephanie <steohanie.aoss@ncdenr.Rov> Cc: croberts@townofchaoelhill.or¢ Subject: [External] RE: Elliot Storage Design Stephanie Thank you very much for your comments on the Elliott Storage project. The Town is anxious to move forward. I noticed in the comments that you would like to have a site visit. Do you think it would make sense to meet in your office prior to the site visit to address your other comments either on the same day as the site visit or prior? I would like to get the meetings scheduled as soon as possible to make sure we comply with the 30 day time period. Are there others we should invite to the meetings? In April 2018 we completed a site visit with Sam Dailey, Katie Merritt, and Chonticha McDaniel. We have not had a response from the Corps to our PCN submittal. I reached out to Sam Dailey upon receiving the DWR comments to check on their review progress. Thanks, l� Tom Murray, PE Program Manager WK Dickson & Co., Inc. 720 Corporate Center Drive Raleigh, NC 27607 919-782-0495 Email: tmurravCo)wkdickson.com www.wkdickson.com 1929-2019 1 CELEBRATING 90 YEARS OF SERVICE From: Goss, Stephanie <steohanie.eoss@ncdenr.Rov> Sent: Friday, March 08, 2019 3:00 PM To: Tom Murray <tmurrav@wkdickson.com> Cc: croberts@townofchapelhill.org Subject: Elliot Storage Design Tom, The above referenced project is on -hold until more information is received. Please see the link below to view and print a copy of the hold letter: https://edocs deg nc gov/WaterResources/0/doc/832531/Pagel.aspx?searchid=680ebcal-Od64-4890-ae78- OOa923bfd83e Please do not hesitate to contact me if you have any questions. Stephanie Z. Goss Environmental Senior Specialist Division of Water Resources Raleigh Regional Office 3800 Barrett Drive Raleigh, NC 27609 919-791-4256 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties WK M E M ORA N D U -M90 DICKSON 1929-207.9 community infrastructute consultants 720 Corporate'Center Drive Raleigh, North Carolina 27607 919.782.0495 tel. TO: Stephanie Goss. FROM: Tom Murray DATE: March 28,'2019 RE: Elliott Storage Design This memo is in response to. the comments received from DWR on March 7, 2019 on the 401 Water Quality Certification submittal for the Elliott Storage Design project in Chapel Hill. The additional'information submitted includes the following: l , • Response to DWR comments • GIS exhibit showing detailed buffer impacts Updated Section 6 of'PCN to reflect specific buffer impacts • Exhibit showing tree protection areas � I r • Updated Sheet 6 of construction plans • Design plans for proposed SCM The numbered responses to DWR's comments correlate with .the numbers in the letter received from DWR on March 7, 2019 and are as follows: 1. WKD Response:, The Town of Chapel Hill is focused on developing integrative solutions for stormwater management and utilizing limited resources for infrastructure upgrades. The Elliott Storage project is located in a highly impervious commercial area and is one of the few opportunities at this location for stormwater management. The primary goal ofJhe project is to reestablish floodplain connectivity that will allow storm flow to access the floodplain, more frequently and also lower water surface elevations in project area. The lower water surface elevations in the project area will reduce the tailwater of the culvert under the Eastgate Shopping,Area thereby reducing peak water surface elevations for�the 2 -year, 10 -year, and 25 -year storms by approximately'one foot in the Eastgate shopping center that currently floods during the 10 -year event. 'The project,will reduce the severity, frequency, and duration of flooding in a floodprone area. The project was prioritized as the top project in the Lower J3ooker Creek Watershed Study that evaluated the entire Booker Creek Watershed for stormwater control opportunities. The existing channel was classified as channelized and entrenched during the stream assessments completed utilizing the Unified Stream Assessment Protocol and the EPA Rapid Bioassessment Protocol. Typical bank slopes are approximately 1:1 for the reach. Shear forces become elevated above 1 lb/sf in the lower third of the channel reach approximately 300 feet upstream of Elliott Road. In some instances shear forces exceed 1.5 lb/sf particularly for the 25 -year storm event. The proposed improvements will reduce shear forces in this area for the 25 -year event to approximately 0.51b/sf in the same location. The Town of Chapel Hill maintains approximately 17.6 miles of greenways and trails with the goal of providing alternative transportation to residential areas and shopping centers. The greenways promote the health and well-being of Chapel Hill citizens by providing recreational opportunities, preserving the natural environment by providing buffers between developed areas and open green spaces, and can provide educational opportunities for stormwater management and preservation of natural stream corridors. Aside from the perpendicular stream crossings, the majority of the proposed greenway was designed to be outside of the 50 -foot buffer. As shown in the attached figure 5, the location of the greenway is predominantly located outside of the buffer. Total buffer impacts as a result of the greenway are 3,213 sf (1,932 Zone 1). While pervious surfaces were considered, there is concern about the erosion and maintenance of pervious surfaces during flood events. Runoff from the trail will be dispersed in a diffuse manner to prevent concentrated runoff. 2. WKD response: Buffer impacts are shown in Figure 5 in a more detailed manner as follows: a. B1 Zone 1 floodplain grading impacts: 44,735 sf. These impacts include excavating in the floodplain above the ordinary high water mark for the purpose of reducing flood elevations in the upstream shopping area currently at risk of flooding. All areas shown as B1 will be replanted and vegetated according to the planning plan shown in the provided design plans. b. B1 Zone 2 floodplain grading impacts: 25,075 sf. These impacts include excavating in the floodplain above the ordinary high water mark for the purpose of reducing flood elevations in the upstream shopping area currently at risk of flooding. All areas shown as B1 will be replanted and vegetated according to the planning plan shown in the provided design plans. c. B2 Greenway Zone 1: 1,932 sf. These impacts are associated with installing the proposed greenway. The location of the greenway was designed to minimize buffer impacts to only those associated with the perpendicular stream crossings. d. B2 Greenway Zone 2:.1.281 sf. These impacts are associated with installing the proposed greenway. The location of.the greenway was designed to minimize buffer impacts to only those associated with the perpendicular stream crossings. e. B3 Retaining Wall Zone 1: 250 sf. The proposed retaining wall is installed to provide more conveyance at the pinch point immediately upstream of Elliott Road. The wall along the right bank is located adjacent -to a sidewalk in an already impacted buffer. f. B4 Stormwater Control Measure (SCM) Zone 1: 1,344-sf. The property owner is proposing to use a portion of the project site for a stormwater control measure. This was not included in the original permit application. At the time of permit application it was assumed the projects would be'permitted and constructed at different times. The property owners would like to permit and construct the SCM at the same time as the Elliott Storage project. Design plans for the SCM are attached. While the provided plans show the SCM as a bioretention area, the SCM will be revised to a constructed wetland with the same footprint to the location of the seasonal high water table. The proposed SCM does not change the function or benefits of the Elliott Storage project. There are no stream or wetland impacts associated with the proposed SCM. While there are Zone 1 buffer.impacts as shown the condition of the buffer at this location is sparse. grass vegetation with minimal woody vegetation. The total proposed buffer impacts do not change as a result of the SCM, but the use changes for a small percentage of the overall buffer impact as shown in Figure 5. g. B4 Stormwater Control Measure (SCM) Zone 2: 4,107 sf. See description above h. The overlook area is located outside of the buffer. 3. WKD response: The Corps has issued" NWP 27 for this project. A copy has been sent to DEQ. 4. WKD response: The greenway was located outside of the buffer except for bridge crossings required for connectivity. Runoff from the greenway will sheet flow overland_ through the storage area before entering the stream. 5. WKD response: For streams where grading occurs above the ordinary high water mark, livestakes and temporary matting will be installed for streambank stabilization purposes. The banks will also be' graded at a 2:1 slope as compared to the existing 1:1 slope. Three rows of livestakes will be installed on each bank. See Sheet D1 for further stabilization details. i 6. WKD response: The pedestrian bridges will be structurally designed to withstand the stream flows and are designed to; withstand overtopping. 7. WKD response: The flooding in the area is a result of the approximate 6 square mile 3 watershed upstream of the project site. The watershed is largely developed. The proposed impervious surfaces will have a negligible effect on peak flows. Furthermore any runoff from the impervious surfaces located in the project area will be conveyed downstream prior to the timing of the peak flow from the upstream watershed. 8. WKD response: The planting plans shown on Sheets 9, 10, 11, and D1 include 6 zones as follows: a. Zone A: Wetland seedings and plantings. Includes live stakes along channel banks, bare root, and container plants. Planting densities, species type, and seed mix is shown on Sheet D1. b. Zone B: Wetland seedings and plantings. Includes bare root, and container plants. Planting densities, species type, and seed mix is shown on Sheet D1. c. Zone C: Wetland seeding only along sewer main d. Zone D: Upland seeding and plantings. Includes bare root, and container plants. Planting densities, species type, and seed mix is shown on Sheet D1. e. Zone E: Upland seed mix only f. Zone F: Lawn seeding to match existing 9. WKD response: Site visit with Stephanie Goss completed on 3/25/19. Additional comments: • Attached is a separate exhibit showing the tree protection areas and the location within the buffer. The tree protection areas were added as to avoid and minimize buffer impacts as part of the B1 floodplain grading impacts. Tree protection areas are located to preserve large hardwood trees. • A constructed wetland area to treat parking lot runoff will be installed in the northern section of the property directly adjacent to the parking area. The wetland area was not included in the previous permit submittal. See attached plans for details. The wetland area will not impact streams or wetlands. The wetland will discharge to an existing storm drainage conveyance system as shown in the attached plans. 4 t 11� - 0'�rl ? 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivii ually list al[open en water impacts below. 4a. Open water impact number 'Permanent (P),or Tempora T 4b. Name -of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 Choose one- Choose '02 Choose one Choose, 03 - Choose one Choose 04 Choose one Choose 4f. Total open water impacts 4g. Comments: n a 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. 5e. Stream Impacts (feet) Upland (acres) . Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: n/a 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. 'Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman . ❑X Other:Jordan 6b. Buffer Impact number— Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet B1 T Floodplain grading Booker Creek and UT Yes 44,735 25,075 B2 P Greenway Booker Creek and UT No. 1,932 1,281 B3 P Retaining Wall Booker Creek No 250 B4 P Stormwater Contra. UT to Booker Creek' Yes/No 1,344 4,107 B5 Yes/No B6 Yes/No 6h. Total Buffer Impacts: 48,261 30,463 6i. Comments: Buffers will be re -vegetated with native vegetation. See Supplemental for additional comments. Page 5 of 10 ,t o Booker ` Booker Creek ,.. L �* Legend d#Ww- Existing Stream Centerline Proposed Overlook 0 Proposed Greenway Proposed Buffer Impacts 061 - Zone 1 - 131 - Zone 2 - B2 -Zone 1 Q B2 -Zone 2 - B3 -Zone 1 0 B4 - Zone 1 - B4 -Zone 2 0 50 100 N Figure 5. Elliott Floodplain Feet W E Storage WDIICKSON 1 inch = 100 feet 3 community introstructure consultants Buffer Impacts Bl (Grading) - Zone 1 44,735 SF Bl (Grading) -Zone 2 25,075 SF B2 (Greenway) - Zone 1 1,932 SF B2 (Greenway) - Zone 2 1,281 SF B3 (Retaining Wall) - Zone 1 250 SF B4 (SCM) - Zone 1 1,344 SF B4 (SCM) - Zone 2 4,107 SF �T Total Buffer Zone 1 Impact 48,261 SF Total Buffer Zone 2 Impact 31,483 SF S1 - Booker Creek Mow UM11116 A - 0 50 100 N Figure 5. Elliott Floodplain Feet W E Storage WDIICKSON 1 inch = 100 feet 3 community introstructure consultants Buffer Impacts