Loading...
HomeMy WebLinkAbout20211808 Ver 1_More Information Received_20220117Strickland, Bev From: Camden Brunick <cbrunick@sandec.com> Sent: Monday, January 17, 2022 8:31 AM To: Norton, April R CIV USARMY CESAW (USA) Cc: Cohn, Colleen M Subject: [External] RE: Request for Additional Information (SAW-2008-02688) 518 MLK Parkway Attachments: Cut Fill Analysis 8.13.19 v5.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Good morning April, I hope you had a nice weekend and managed to avoid all the snow/ice! Attached above is one of the earliest grading studies done for this project. Over the last couple years, it has been revised several times and that evolution is reflected in the current maps. Per the project engineer, the immovable controlling factors on this site are the paved roads along the entirety of the eastern boundary and the southern boundary that serve for access. These roadways have, in essence, forever set the elevations for the eastern and southern parts of this site. These elevations are relatively high too, in the 370' to 384' range. We could cut and lower and these areas some and still connect to the adjacent roads, but never enough to get stormwater to gravity flow to a SCM in these areas. By contrast, the area we proposed for a SCM is below a 350' elevation. On a site this small in an urban location, it would be impossible to fight 30' of grade to make stormwater flow elsewhere. Please let me know if this information will suffice. Thank you, Camden Brunick CAMDEN BRUNICK Environmental Consultant Soil & Environmental Consultants, PA North Quarter Office Park 8412 Falls of Neuse Road, Suite 104 Raleigh, NC 27615 (919)219-6162(cell) From: Norton, April R CIV USARMY CESAW (USA) <April.R.Norton@usace.army.mil> Sent: Friday, January 7, 2022 9:32 AM To: Camden Brunick <cbrunick@sandec.com> Cc: Cohn, Colleen M <colleen.cohn@ncdenr.gov> Subject: Request for Additional Information (SAW-2008-02688) 518 MLK Parkway Dear Camden Brunick, Thank you for your Preconstruction Notification (PCN) and attached information, dated 12/10/2021, for the above referenced project. The amount of detail provided in your submitted PCN is appreciated. I have reviewed the information and need clarification before proceeding with verifying the use of Nationwide Permits (NWPs) 29 and 18. 1 Please submit the requested information below (via e-mail is fine) within 30 days of receipt of this Notification, otherwise we may deny verification of the use of the Nationwide Permit or consider your application withdrawn and close the file: 1) Your application states, "Multiple grading studies performed by the project engineers have demonstrated that the only location where the SCM is possible to capture all runoff from the impervious surface of the completed development is the proposed SCM location." Please provide me with a copy of one or more of the grading studies to further justify the placement of the SCM. Please let me know if you have any questions. Sincerely, April Norton April R. Norton Regulatory Division US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: (919) 441-3637 Fax: (919) 562-0421 Email: April.R.Norton@usace.army.mil 2 OE SIGNAL LIGHT.. M t- 0 0 CONCRETE SIDEWALK BIKE LAt✓E SIGNAL LIG BDx (FLUSH) 8" POPL 9" 0AKL OAK '33" OAF 20 OAK CA PU DURHAM LLC 29. ACRE PIN: 0729-02-87-5 PB. 134 PG. 209 i PB.160 PG.67 USE: COM/AP.AR ENTS GAR ZONE: 01-2 9.59 ACRES PHALT PAVE utli€MA I R KIN e 110'R/W �5 'E ', 47-/0'4 �r 7 }t B. 9 1 B. 3 +. 6 60 ' . e' 20" OAK JR. PARKW BLIC) 21" HICKO BPPOF, 1i4 P .28 13 /651 D 1 407 02- 12 P N 07.9-02 87-823 SE. IN I /MA OF -PR CESSIN ON I .9 ACRES Ml OF IJRB/GUTTER IDE ALK EMO Ai_ 40' I�IGRE , E - ESS AND RE. ESS AND TIL.I E• EME D. 29 P 759 B. 16 PG 67 M cm LI WA ST EXISTING CONDITIONS SIT RIVER BASIN: THE SITE IS LOCATED IN IS TRIBUTARY TO NORTH TRIBUTARY A. STREAM BUFFERS: 50' STREAM BU1-1-tH FRI EXISTING STREAM AT NC OF SITE COVERED BY S' (STREAM EVALUATION C DWQ VERIFICATION IN PI FLOODPLAIN PROTECTIOI NO FLOODWAY OR FLOC FIRM MAP 37200729001 NORTHEAST CREEK NOF NEAREST FLOOD PLAIN APPROXIMATELY 1000 1 ELEVATION OF 318 FEE WETLANDS: THE SITE CONTAINS 0.( WETLANDS IN THE ARE IMPACT TO THE WETLA TREE SURVEY: THE TREE SURVEY SHI LARGER TREES AND 15 TREES ARE ALSO SHO TREE SURVEY. iN\