20200980 Ver 1_More Info Received_20200825

Strickland, Bev
From: Michael Brame <[e-mail]>
Sent: Tuesday, August 25, 2020 10:16 AM
To: [e-mail]; Homewood, Sue
Cc: Tom Flanagan; David Brame
Subject: [External] RE: Request for Additional Information - The Landing at Sycamore Creek,
Corvair Drive, High Point, Guilford County; SAW-2020-01321
Attachments: Sycamore- rev-401 -404exh.pdf
Follow Up Flag: Follow up
Flag Status: Completed
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Good Morning David and Sue,
The drawing has been updated and changed to reflect the revisions in the field. The impact is still 0.008 acres in area
and did not change. Please let me know if you need anything else in order to issue the PCN. Thank -you.
Sincerely,
Michael T. Brame
336.708-4620 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.r)ilotenvire.com
mbrame(@r)ilotenviro.com
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, August 19, 2020 11:13 AM
To: Michael Brame <[e-mail]>
Cc: Homewood, Sue <[e-mail]>; Tom Flanagan <[e-mail]>
Subject: Request for Additional Information - The Landing at Sycamore Creek, Corvair Drive, High Point, Guilford County;
SAW-2020-01321
WH
Thank you for your PCN and attached information, dated 7/28/2020 for the above referenced project. I have reviewed
the information and need clarification before proceeding with verifying the use of Nationwide Permit (NWP) 12
(http://saw-reg.usace.army.mil/NWP2017/2017NWP12.pdf). 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Permit or consider your application withdrawn and close the file: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) The Corps completed a field verification of the delineation of wetlands and other potential waters of the US
yesterday with Pilot Environmental, Inc., including the minor expansion of wetland areas in the northeast and

southwest quadrants of the originally delineated wetland. Please update all project plans with the overlay of the
Corps -verified wetlands, and update the PCN as required.
Please let me know if you have any questions.
Sincerely,
Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

DAVID ASTOR DOWDY
DO 2995 PO 917
U.- ZONED.- RS-12
IMPACT MAP
FOR
DEVELOPER: THE LANDING AT
PAC HOLDINGS, L.L.C. SYC"ORE CREEK
348 N. ELM ST. 150' 75' 0 150' 300' CITY OF HIGH POINT
GREENSBORO, N.C. 27401 GUILFORD COUNTY, NORTH CAROLINA
SCALE: 1 150' JULY, 2020
JOB No. 2019-084
.............
IMPACTS S- I &
CORVAM DIM W- I
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THE CONTRACTOR SMALL LIMIT THE W107H OF DISTURBED AREA UTILITY NOTES
aa' ao' f AT THE STREAM CROSSING TO 30'. ALL REMAINING DISTURBED - 1. UNLESS INDICATED OTHERWISE, ALL WATER AND SEWER LINES SHALL BE INSTALLED WITH A MINIMUM COVER
OF TO THE TOP OF THE PIPE.
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c
LOCATION OF UNDERGROUND AREAS WITHIN THE SIREAM BUFFER WILL BE LIMITED TO A UTOP UTILITIES ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR
y y MAXIMUM WU)TH 2: LOCAT
4Q'. ALL AREAS OF DISTURBANCE WITHIN PRIOR TO CONSTRUCTION
THE STREAM BUFFER Mc SPECIAL FLOOD HAZARD AREAS WILL BE - 3. ALL ON -SITE WATER & SEWER UTILI nES. SHALL BE CONSTRUCTED TO THE CITY OF HIGH POINT STANDARDS.
I_
RETURNED TO ORIGINAL GRADES. NO FILL WILL BE ALLOWED - HOWEVER, ALL UTILITIES NOT LOCATED WITHIN A PUBLIC EASEMENT OR PUBLIC RIGHT-OF-WAY SHALL BE
'��"y
WITHIN THE FUMWAY - / ® .PRIVATE WITH MAINTENANCE OF THE STORM SYSTEMS PROVIDED BY THE HOA.
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4. CONTACT 'ME ENGINEERING SERVICES DEPARTMENT --CONSTRUCTION INSPECTIONS DIVISION AT [phone]
PRIOR TO ANY CONSTRUCTION ACTIVITIES. -
='� 6. THE OWNER/ENGINEER SHALL SUBMIT OF THE SEWER, STORM
SIR AM BUFFERS LION D TAIL _..-- .--' ✓ �, ^" --- AS -BUILT DRAWINGS WATER, AND DRAIN SYSTEMS
` TO THE ENGINEERING SERVICES DEPARTMENT UPON PROJECT COMPLETION INCLUDING WATER METER AND
SEE NIGH PoNT DEYELOPMENi �ipNAHCE I -."` - /
As AMENDED alxE.^^` �`� SEWER CLEAN -OUT LOCATIONS.
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OF —CIATION
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E DiNB A NfNiNUM Of 30 FEET FROM
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lE1R�gtARY LKEIX CRWSING, Mq RE-ESTAE416H ORtONAL
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IMPACTS S- I & W- I
FOR
THE LANDING AT
SYCAMORE CREEK
CITY OF HIGH POINT
GUILFORD COUNTY, NORTH CAROLINA
JULY, 2020
JOB No. 2019-084
30' 20' 10' 0 30' 60' DEVELOPER:
L.L.C.
SCALE: 1 30' 348 N,HOLDINGSELM ST.
GREENSBORO, N.C. 27401
77- 7-
W-l': 54 SF Q
�3G!- 00, 1'STNUCTION CORRLOOP
T EAS�MEtg 15' PEkMANE-N'
Z:7
0
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NOTE: PUMP STREAM AROUND WORK AREA
PUMP
STREAM
P
DISCHARGE HOSE
POLYETHYLENE FABRIC
8 MIL. THICK (TYP.)
z
WATER SURFACE
STREAM BOTTOM(ROCK)
SECTION A - A
RAP APRON
ECK DAM WITH
STONE FACE
:ING BASIN
PLAN rCLASS I RIP -RAP (TYP.)
SANDBAGS (TYP.)
a
CONCRETE FILL
PROPOSED PIPELINE
NOTES:
1. CONSTRUCT COFFER DAM AND UTILIZE
DEWATERING BASIN TO DRAIN WORK AREA.
2. PUMP STREAM AROUND WORK AREA.
3. CONVERT COFFER DAM TO STREAM
CROSSING WHEN NO LONGER NEEDED.
4. CARE MUST BE TAKEN TO AVOID
CONTAMINATION TO THE STREAM FROM
POURED CONCRETE SEALANT.
COFFER DAM
FOR BY-PASS PUMPING PIPELINE STREAM CROSSINGS
CONSTRUCTION SEQUENCE FOR ALL STREAM CROSSINGS
(SEE NOTE ABOVE CONCERNING NPDES PERMIT)
1. CONTRACTOR SHALL INSTALL TEMPORARY CREEK CROSSING AS
DETAILED. THE TEMPORARY CREEK CROSSING SHALL BE
INSTALLED ON THE UPSTREAM PORTION OF THE EASEMENT, AN
ADEQUATE DISTANCE TO ALLOW SEWER LINE INSTALLATION.
2. PRIOR TO INSTALLING THE SEWER LINE ACROSS THE CREEK, THE
CONTRACTOR SHALL INSTALL A TEMPORARY DAM UPSTREAM OF THE
CONSTRUCTION ACTIVITIES, AND PUMP THE STREAM FLOW AROUND THE
AREA OF DISTURBANCE. THE TEMPORARY DAM SHALL BE OF A
NON -ERODIBLE MATERIAL SUCH AS SAND BAGS OR PLASTIC SHEETING
OVER STONE.
3. UPON COMPLETION OF THE SEWER LINE INSTALLATION CROSSING
THE CREEK, THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS
WITH RIP -RAP (SEE DETAIL).
4. UPON COMPLETION OF RIP -RAP, THE CONTRACTOR SHALL REMOVE
THE TEMPORARY DAM, AND TERMINATE BYPASS PUMPING.
5. AT WHICH TIME THE SEWER LINE INSTALLATION HAS PASSED ALL
TESTING, AND THE AREA SEEDED, THE CONTRACTOR SHALL REMOVE
THE TEMPORARY CREEK CROSSING, AND RE-ESTABLISH ORIGINAL
CREEK BANK ELEVATIONS. RIP RAP SHALL BE KEYED IN TO THE
EXISTING BANK AND BOTTOM WITHIN THE 10' MAINTENANCE CORRIDOR.

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