HomeMy WebLinkAbout20211818 Ver 2_USACE Permit_20220714U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2016-01125 County: Wake U.S.G.S. Quad: NC-Bayleaf
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Kris Bass Engineering
Kris Bass
Address: 219 E. Chatham Street, Suite 205
Cary, NC 27511
Size (acres) ~37 acres Nearest Town Raleigh
Nearest Waterway UT to Lower Barton Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.918451
Longitude: -78.705392
Location description: The project site is south of Wood Valley Drive on the north side of Macon Road near its intersection with
Macon Ridge Road in Raleigh, Wake County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 40 linear
feet (0.007 acres) of stream channel, the permanent discharge of fill material resulting in no loss of waters within 100 linear
feet of stream channel, the permanent discharge of fill material within 0.028 acres of wetlands and the permanent discharge of
fill material within 0.04 acres of open water.
Applicable Law(s): ☒Section 404 (Clean Water Act, 33 USC 1344)
☐Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 3. Maintenance and NWP 18. Minor Discharges
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 attached
Conditions, your application signed and dated 3/7/2022, the ensuing administrative record and the enclosed plans. 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 and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
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 and/or regional general 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 and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general 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 George Lyle Phillips III at (919) 554-4884 X25 or George.L.Phillips@usace.army.mil.
Corps Regulatory Official: _____________________________________________________Date: 7/14/2022
Expiration Date of Verification: 3/14/2026
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: Colleen Cohn – NCDEQ-DWR – 3800 Barrett Drive, Raleigh, NC 27609
Action ID Number: SAW-2016-01125 County: Wake
Permittee: Kris Bass Engineering, Kris Bass
Project Name: Hsu Pond Spillway Repairs
Date Verification Issued: 7/14/2022
Project Manager: George Lyle Phillips III
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: George Lyle Phillips III
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
George.L.Phillips@usace.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
SR 1833 - MACON ROAD
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MACON ROAD
HSU POND SPILLWAY REPAIRS
9313 MACON RD
RALEIGH NC
WAKE COUNTY
DAM AND
SPILLWAY AREA
PROPERTY
BOUNDARY
VICINITY MAP
PROJECT CONTACTS:
PROJECT ENGINEER
KRIS BASS ENGINEERING
PHONE: 919.960.1552
EMAIL: KBASS@KBENG.ORG
PRIMARY CONTRACTOR
RUFTY HOMES
PHONE:970.389.4014
EMAIL: MICHAEL@RUFTY.COM
SCHEMATIC
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EXISTING DAM
Feet
0 30 60
SCALE: 1IN=30FT
MACON
RD
DRAIN PIPE
ERODED SPILLWAY
ROCK OUTCROP
BROKEN CONCRETE/
DEBRIS
EXISTING
CONTOURS
EXISTING
WETLAND
EXISTING
WETLAND
NEUSE BUFFER
NEUSE BUFFER
El
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353.00
354.00
355.00
356.00
357.00
358.00
359.00
360.00
361.00
362.00
363.00
364.00
365.00
366.00
367.00
368.00
369.00
370.00
371.00
372.00
0+
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FILL/IMPROVE
CORNER
LOWER DAM
~3FT
REMOVE TREES
CLEAR/GRUB
FILL/SOFTEN SLOPE
RE-ESTABLISH IN GRASS
EXTEND PIPE OR
ABANDON
BACKFILL AREA
STONE SPILLWAY W
BOULDER STEP POOLS
BOULDER TOE/
TERRACE
NOTES:
1.PROJECT AREA: 0.5 AC
2.TREE REMOVAL: 25-30
3.EARTHWORK': 900CY
4.CLEAR AND GRUB: 0.2 AC
5.JUNCTION BOX
6.NEW PIPE: 40LF HDPE
7.BOULDERS: 150 TONS
8.CLASS 1 AND 2 STONE: 150 TONS
9.CLASS A AND B STONE: 50 TONS
10.PLANTING: 6,000 SF
11.SEEDING: 0.4 AC
ADDITIONAL NEEDS
1, POND SIPHON
2. PUMPING
3. EROSION
CONTROL MATTING
BOULDER SPILLWAY PROFILE
Feet
0 30 60
SCALE: 1IN=30FT
PROPOSED
CONTOURS
TEMPORARY ACCESS PATH
Sheet 4 of 5
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WETLAND IMPACT
580 SF
TEMPORARY WETLAND IMPACT = 666 SF
PERMANENT WETLAND IMPACTS = 580 SF
OPEN WATER IMPACTS = 1,584 SF
TOTAL IMPACTS: 2,830 SF = .065 AC
TEMPORARY STREAM IMPACT = 100 LF
PERMANENT STREAM IMPACT = 40 LF
Feet
0 30 60
SCALE: 1IN=30FT
WETLAND IMPACT
666 SFNEUSE BUFFER
NEUSE BUFFER
TEMPORARY
BUFFER IMPACTS
ZONE 1 = 362 SF
ZONE 2 = 271 SF
PERMANENT
BUFFER IMPACT
ZONE 1: 1,346 SF
ZONE 2: 396 SF
EXISTING DAM
FOOTPRINT
OPEN WATER IMPACT
1584SF
TEMPORARY
STREAM IMPACT
100 LF
PERMANENT
STREAM IMPACT
40 LF
TEMPORARY BUFFER IMPACTS
ZONE 1 = 362 SF
ZONE 2 = 271 SF
TOTAL = 633 SF
PERMANENT BUFFER IMPACT
ZONE 1 = 1,346 SF
ZONE 2 = 396 SF
TOTAL = 1,742 SF = 0.04 AC
360.00
362.00
364.00
366.00
368.00
370.00
372.00
374.00
376.00
378.00
380.00
0+00.00 0+59.38
Sheet 5 of 5
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SPILLWAY CROSS SECTION
BOULDER SILL
FILTER FABRIC FACE AND
COARSE STONE BACKFILL
SPILLWAY PLAN
DETAIL
MIXED STONE SPILLWAY
WELL MIXED STONE SIZES
FLAT INSTALLATION
BOULDER STEPS
7 SETS, 10 FT SPACING
LOW FLOW
MICROPOOLS
BOULDER WALL
TIE-IN BOTH SIDES
BOULDER EXIST SILL
TIE TO NATURAL GRADE
EXTEND BOULDER TOE
ALL BOULDER SILLS AND STEPS TO BE
BACKFILLED WITH MIXED SIZES OF COARSE
STONE TO ELIMINATE GAPS
POOLS TO BE LINED WITH MIXED STONE
LOWERED BASEFLOW BOULDER
FOR LOW FLOW CONTROL
EXISTING
PROPOSED