20200331 Ver 1_More Info Received_20200318

Strickland, Bev
From: Michael Brame <[e-mail]>
Sent: Wednesday, March 18, 2020 11:17 AM
To: Johnson, Alan
Cc: Perez, Douglas J; Dale Fink
Subject: RE: [External] SAW 2020-00205 - Pilot Project 5515_Summit Springs_2.25.2020PCN
Application
Attachments: docu_19507 Pilot Impact Exh 1 of 2 rev 031820.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Good Morning Alan,
Hopefully, this will satisfy the requirements. I have copied Dale Fink, the civil on this project. Please copy him on a
response if you need additional information in order to process the WQC. Thank -you.
Sincerely,
Michael T. Brame
336.708-4620 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenvirc .com [pilotenvirc
[e-mail]
P I L Q T ENVI RON M E N T A L, I N
From: Johnson, Alan <[e-mail]>
Sent: Thursday, March 12, 2020 12:59 PM
To: Michael Brame <[e-mail]>
Cc: Perez, Douglas J <[e-mail]>
Subject: RE: [External] SAW 2020-00205 - Pilot Project 5515_Summit Springs_2.25.2020PCN Application
As you are aware, we request double culverts being installed with a base flow culvert and then
a slightly elevated storm surge culvert (Mickey Mouse design).
The application didn't include the culvert details. It was more of a diagram. Please provide
the profile with culvert criteria/dimension/size
Thanks
From: Michael Brame [mailto:[e-mail]]
Sent: Thursday, March 12, 2020 10:00 AM
To: Johnson, Alan <[e-mail]>
Subject: RE: [External] SAW 2020-00205 - Pilot Project 5515_Summit Springs_2.25.2020PCN Application
1

WO. ernal email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
@nc.gov
Good Morning Alan,
From the Civil — "The culvert crossing is double barrel 36" RCP's with a concrete
headwall. There is 18 acres, with a flow of 56 CFS, that runs through this crossing. The
velocity is over 7 FPS which requires outlet protection. "
Please let me know if you need anything else.
Sincerely,
Michael T. Brame
336.708-4620 (c)
336.310.4527 (o)
PO Box 128t
Kernersville, NC 27285
www.pilotenviro.com [pilotenviro
[e-mail]
P I L O T E N V I R O N M E N T A L, I N C
From: Johnson, Alan <[e-mail]>
Sent: Wednesday, March 11, 2020 12:02 PM
To: Michael Brame <[e-mail]>
Subject: RE: [External] SAW 2020-00205 - Pilot Project 5515_Summit Springs_2.25.2020PCN Application
What size/type culvert. Given the location of the culvert and drainage area upstream, is riprap
really necessary
From: Michael Brame [mailto:[e-mail]]
Sent: Tuesday, February 25, 2020 10:27 AM
To: [e-mail]; Johnson, Alan <[e-mail]>; Janiczak, Catherine M CIV USARMY
CESAW (US) <[e-mail]>
Cc: David Brame <[e-mail]>; Heather LaGamba <[e-mail]>
Subject: [External] SAW 2020-00205 - Pilot Project 5515_Summit Springs_2.25.2020PCN Application
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Please find attached a PCN application for a site that we are working on in Rowan County that is attached. The site was
previously verified by the USACE (SAW 2020-00205). The hard copy is being sent in with payment to the NCDEQ-
DWR. Please let us know if there are questions or concerns that we need to address in order to get the PCN
processed. Thank -you.
Sincerely,
Michael T. Brame
336.708-4620 (c)

336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
wwwa com fpilotenviro.coml
[e-mail]

GULATED PO D
/707 ACRES WETLANDS
4404 SF
I '`�o� fMPER <
PIK�
INTERM�NT �.
REAM •
394_ LF \
STREAM BASE FLO
FR TO BE PUMPED AROUND
WORK AREA
STREAM IMPACT S3:
TEMPORARY IMPACT /
9 LF STREAM
STREAM IMPACT S1:
85 LF OF DBL 36" RCP
(105 LF STREAM
IMPACT)
70
n
01
MIIIIII -T—
04P16urT S4:
WETLAND IMPACT W1:
CLASS 1 RIPRAP
AND STRUCTUAL FILL /
1412 SF STREAM IMPACT S2:
CLASS 1 RIPRAP 40
OUTLET PROTECTIOM
(20 LF STREAM
------ IMPACT) � �p EGET,
20` RSOL
. . . . . . . . . .
. . . . . . . . . . . . . . .
IMPERVIOUS
P+K-9— WETLANDS
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f
PLAN VIEW
Scale: 1"=40'
SILT BAG STILLING BASIN. SILT BAG SHALL I
REST ON A MIN. s" LAYER OF 4k57 SEDIMENT
CONTROL STONE AND SHALL BE LOCATED I
ON A LEVEL AREA. TEMP. DIVERSION BERM
AND A 12" SLOPE DRAIN TO BE INSTALLED
BELOW THE SILT BAG TP PROTECT THE
STREAM BANK.
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IMUM
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of PVC
O
+
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PIPE INVERT
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alley, williams, carmen, & king, inc.
CONSULTING ENGINEERS
FIRM LICENSE No. F-0203
120 SOUTH MAIN STREET P.O. BOX 1248
KANNAPOLIS, NC 28082 704/938-1515
2 SECTION A -A
Sc)--ale: HORZ: 1,'= 50'
VERT: 1 =5
STRUCTUAL FILL
STOP OF HEADWALL
EXISTING STREAM BED
RIP RAP SHALL BE KEYED CLASS 1 RIP RAP
INTO THE EXISTING STREAM OUTLET PROTECTION
BED AND BANKS 24" THICKNESS
3 �NTS TLET DETAIL
SCALE REV. No. DESCRIPTION DATE INITI,
AS SHOW 1 REVISED SECT. A -A 1 3118120 RD
PROFILE
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20 SUMMIT SPRINGS SUBDIVISION """"19507
ROF MOOSE ROAD SHEET NO,
Gww KANNAPOLIS, NC 1
STREAM & WETLAND IMPACT AREAS on
2