20210877 Ver 1_More Info Received_20220708

Strickland, Bev
From: Michael Brame <[e-mail]>
Sent: Thursday, July 7, 2022 4:12 PM
To: Homewood, Sue; Scott Wallace
Cc: Munzer, Olivia; [e-mail]
Subject: RE: [External] RE: Request for Additional Information: SAW-2022-01175;
Northborough / High Point / Guilford County
Attachments: GRIDMODELSPACEBLOCKdwg_1_1_6334_REV_12-16-21 24x36 - 60 SCALE_SS Crossing
Exhibit_07-07-22.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
The revised exhibit with an appropriate seed mix is attached. Please let me know if you need anything else in order to
process the PCN.
Sincerely,
Michael T. Brame
336.708-4620 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenvirc.com
[e-mail]
PIL Ti .,l.......
PILOT E N V I R O N M E N T A L, I N C
From: Homewood, Sue <[e-mail]>
Sent: Thursday, July 7, 2022 11:50 AM
To: Michael Brame <[e-mail]>; Scott Wallace <[e-mail]>
Cc: Munzer, Olivia <[e-mail]>; [e-mail]
Subject: RE: [External] RE: Request for Additional Information: SAW-2022-01175; Northborough / High Point / Guilford
County
Good morning Michael,
The proposed planting plan for restoration of the utility crossing location in the attached drawing is not a riparian seed
mix and contains species we strongly recommend against in riparian areas. Can you provide an alternative riparian seed
mix, with a temporary annual grain cover if needed for erosion control purposes)
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
[e-mail]
1

450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
From: Michael Brame <[e-mail]>
Sent: Tuesday, July 5, 2022 7:55 AM
To: [e-mail]; Scott Wallace <[e-mail]>
Cc: Homewood, Sue <[e-mail]>
Subject: [External] RE: Request for Additional Information: SAW-2022-01175; Northborough / High Point / Guilford
County
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Thank -you David. Please see responses in red below and referenced attachments.
Sincerely,
Michael T. Brame
336.708-4620 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenviro.com
[e-mail]
PILOT ""
PILOT E N V I R O N M E N T A L, I N C
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Friday, June 17, 2022 10:11 AM
To: Michael Brame <[e-mail]>; Scott Wallace <[e-mail]>
Cc: Homewood, Sue <[e-mail]>
Subject: Request for Additional Information: SAW-2022-01175; Northborough / High Point / Guilford County
All,
Thank you for your PCN, dated 5/20/2022, for the above referenced project. I have reviewed the information and need
clarification before proceeding with verifying the use of Nationwide Permit (NWP) 29 (https://saw-
reg.usace.army.mil/NWP2021/NWP29.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) NWP 29 Regional Condition C.b states that discharges of dredged or fill material into waters of the U.S., including
wetlands, within the floodway or mapped FEMA 100-year floodplain resulting in permanent above -grade fills are
not authorized by this NWP. As such, NWP 29 cannot be used to authorize the proposed discharge of fill material
in Stream SA. NWP 14 (https://saw-reg.usace.army.mil/NWP2021/NWP-14.pdf) has no such restriction; please
notify us if you would like the proposed project to be evaluated for use of NWP 14; Please evaluate the
proposed project under a NWP 14.
2

2) Thank you for your delineation map and supporting information. To further support your delineation, please
provide data forms and pictures from the following locations:
a. Just west of the proposed crossing, at lat/lon: 36.076503, -80.022251;
b. An area on the west side of Stream SA, near the edge of the FEMA floodplain, at lat/lon: 36.078148, -
80.022540;
c. An area in the southwestern corner of the property, just east of West Fork Deep River, at lat/lon:
36.074511, -80.024109.
If any changes to your delineation are warranted, please prove the updated delineation map; Pilot returned to
the site on June 29, 2022. The additional Data Forms and Photos from the specified lat/lon are attached. There
are no changes to the delineation.
3) Plan Sheets C-3A, C-3B, and "Preliminary Sketch Plan" (no Sheet number included) contain inconsistencies and
do not show the entirety of the overall Northborough development. Please provide a cohesive plan sheet
showing the entirety of the overall Northborough development to enable our review of this development for
indirect and secondary impacts, including the following:
a. All portions of the proposed development, including the southwestern quadrant of the development;
Attached
b. Grading limits, roads, lots, utilities, and the wetland/stream delineation (including any changes made
per item 2 above); Attached
c. Correct inconsistencies shown on the current plan sheets, such as stormwater facilities shown on the
"Preliminary Sketch Plan" but not on plan sheet C-3A, etc. Attached
4) The PCN proposes a sewer line crossing involving the temporary discharge of fill material into 0.012 acre (30
linear feet) of stream channel. However, this crossing does not appear on the plan sheets provided. Please
provide a plan sheet clearly shown the location, plan and profile views, and dewatering strategy for this
crossing. Provide also the revegetation plan (live stakes and/or appropriate riparian seed mix specifications) to
stabilize the stream banks upon completion of sewer installation. Attached
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
Mobile: [phone]
Office: [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: https://regulatory.ops.usace.army.mil/customer-service-survey/
Thank you for taking the time to visit this site and complete the survey.
From: RaleighNCREG <[e-mail]>
Sent: Monday, May 23, 2022 1:51 PM
To: Michael Brame <[e-mail]>
3

Cc: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Subject: SAW-2022-01175 (205 Model Farm Road / High Point NC / Guilford County)
Good Afternoon,
Your Pre -construction Notification (PCN) NWP with JD request has been received, assigned action ID SAW-2022-01175.
Please refer to the action ID in all correspondence.
Dave- docs forwarded in your folder
Thank you,
Josephine Schaffer
From: Michael Brame <[e-mail]>
Sent: Friday, May 20, 2022 3:14 PM
To: RaleighNCREG <[e-mail]>
Cc: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>; Homewood, Sue
<[e-mail]>; Heather LaGamba <[e-mail]>
Subject: [URL Verdict: Neutral][Non-DoD Source] Pilot Project 6139.2 - Northborough Subdivision - PCN Application with
JD request
The application is also being uploaded to the NCDEQ-DWR portal. Please let me know if you need additional
information.
Sincerely,
Michael T. Brame
336.708-4620 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenviro.com
[e-mail]
PI1O1'
PILOT ENVIRONMLNTALHNC
4

1 Al'3d REV 19_15_91 ',Min n 7dv15 _ An C('dl F 7/1 /7f177 1 17 75 PM 1 1
rf
rl► 2 �() /r
A / ' /11 3
J ► r
�J J
AY./
7jr .:16C§
)3/1-6 1-6
18.44
—0PP SA
MH#52
1�` y``
E11 0 OSIL E LIGATL I `
AND MAINTAINED ALL IMP IMES DUF
• ENAN
WO' PERIOD„ ` ti
cr I / 1 (
'lI ' \�
J - ; )
ONST gTION .F71TG
N€NT sEA-E'Rjsfri
BC1DI
TERING -1,-
HARGE SSE
GE WITH 6ILT
1 t WEST FORK DEEP , /
1 RIVER TRIBUTARY NO.
1 (STREAM NO. 3)
1, ,,) 1 1
1 1
____c_ \ rI c\D ��"
1 a
-r;
�/r /
'-(2) 12'w x _ ..
` 'EO GUL
(60 L
TEMPORARY STREAM BUFFER IMPACTS
ZONE 1 2,508 SF
ZONE 2 1,672 SF
VEG. STRIP 2,814 SF
STREAM INPACT AREA 1,568 SF
... LF OF STREAM IMPACT: 52 LF
■ • • I ... STREAM BUFFER IMPACT AREA
i
TOTAL STREAM
BUFFER IMPACTS
8,562 SF
ENGINEERING AND SURVEYING, INC.
LAND DEVELOPMENT GONSULTING
4400 TYNING STREET
HIGH POINT, NORTH GAROLINA 21265
PHONE: [phone] - FAX: [phone]
T'_, -*--iI
(s ter(
01 UP55REAM
SAND BAG°
OR DE -WA
1 4 \/
v
/i// pt: S
g DON
/ //// v ) ...-
r/ � b
c_ •
1 1
I
HF 7WALL 140,
V1W�—Ia• •.,'
WOMMILEV
INNIESIWAININIMIIER NO
IIONIENIMIIONEOMMEEEMOTINFINSIII
IIENNNEU/pOMriNIONYMMINJ 1RWW
MNEWAIIMMeitanaltirl WOK/
-""111111111Malluryll IMMIliffebitaillialiMMUMNI
Arrrilikirailariatingmiallinumli
s!ANNUE
r oa.-u,
SEE PAGE 2 OF 3 FOR PROFILE
TRACT E-1 & E-2
MORTBOS000
SS 13 BOYLSTON ROAD
DEEP RIVER TOWNSHIP - GUILFORD COUNTY -NORTH CAROLINA
PROPOSED SANITARY SEWER LINE
STREAM IMPACT EXH I BI T
SGALE: 1 " = 40'
DATE: 05-II-22, JOB NO.: 13G0-15 PG 1 of 3

L.
3
1
13
0
N1
Ci
O
m
XWW
W
+1 -
CN
n �¢
EX. 6R
II EX. IS"
nSAN.
II OCHER
21
8 LE - S"
D.I. SANI
ARY SShER @ 0.50%
Q.
0
2+00 1 +50 1+00
SCALE: I" = 40' HORIZ.
I " = 4' \/ERT.
ENGINEERING AND SURVEYING, INC.
LAND DEVELOPMENT CONSULTING
4400 TYNING STREET
HIGH POINT, NORTH CAROLINA 21265
PHONE: [phone] — FAX: [phone]
0+50 0+00
845
,840
855
850
825
820
TRACT E-1 & E-2
MORT1501WWU6
5513 BOYLSTON ROAD
DEEP RIVER TOWNSHIP - GUILFORD COUNTY -NORTH CAROLINA
PROPOSE', SANITARY SEINER LINE
PROFILE EXHIBIT
DATE: 06-21-22, JOB NO.: I3Q0-15 P6 2 of 3

***USE FOR STREAM BANK ONLY***
Below are recommendations for installing RollMax System temporary and/or permanent RECPs along shoreline and stream hank
applications. Consult the staple pattern guide (Figure 1) for fastener spacing recommendations based on the bank severity
SHORELINE/STREAMBANK INSTALLATION STEPS
1. For easier installation, lower water level from Level A to
Level B before installation to allow bottom trenching.
2. Prepare soil before installing RECPs, including any necessary
application of lime, fertilizer and seed_
3. Begin at the top of the shoreline by anchoring the RECPs in
a 6In. (15 cm) deep x E. in. (15.cm) wide trench with approxi-
mately 12 in. (30 cm) of RECPS extended beyond the upslope
portion of the trench_ Anchor the RECPs with a row of
staples/stakes approximately 12 in. (30 cm) apart in the
bottom of the trench. Backfill and compact the trench
after stapling. Apply seed to the compacted soil and fold
the remaining 121n. (30 cm) portion of RECPS balk over
the seed and compacted soil_ Secure RECPs over compacted
sail with a row of staples/stakes spaced approximately
12 in. (30 cm) apart across the width of the RECPs.
4. Rail RECPs either (A) down the shoreline for long banks
(top to bottom) or (B) horizontally across the shoreline
slope. RECPs will unroll with appropriate side against the
NC Piedmont Riparian Mix
soil surface. All RECPs must be securely fastened to soil
surface by placing staples/stakes in appropriate locations
as shown in the staple pattern guide.
5. The edges of all horizontal and vertical seams must be
stapled with an approximately 2 in.-5 in. (5-12.5 cm) overlap.
In streambank applications. seam overlaps should be
shingled in the predominant flow direction.
6. The edges of the RECPs at or below normal water level must
be anchored by placing the RECPs in ;12 in_ (30 [m) deep x
6 in. (1S cm) wine anchor trench. Anchor the RECPs with a
row of stapieslstakes spaced approximately 12 le. (30 cm)
apart in the trench. Backfill and compact the trench after
Stapling (stone or soil may be used as backfill). For installa-
tion at or below normal water level, use of a ShoreMax Mat
on top of the RECP or geotextile may be recommended.
Bottom anchor trench ran be eliminated when using a
ShoreMaz Mat aver RECP along the bottom edge.
NOTE: 5, udverse soft mndihcns !Dover staples/stoker m earth anrhori may
be necessary to properly secure the RECPs.
Mix Composition
29.9% Sorg/anima nouns, 'Hale 4Indians' ass, ' I fait')
20.0%Elymusvirginiaa(Virginia Wildrye)
20.0% Paniarm virg'dlflrfy 'Carthage; NC Ecotype (Swi tclsgrass, 'Carthage', NC
Ecotype)
10.0%Panicam nnceps, Eastern Share MD Ecotype (Beaked Panirgrass,
Easters Slime MD Ecotype)
5.0% Qtasmanthium tatffolium, WV Ecotype (River Oats, WV Ecotype)
S.0% Panicum rigidulum, PA Ecotype (Redtop Panirgrass, PA Ecotype)
3.0% Chamaecrista fascicufata, FL Ecotype (Partridge Pea, FL Ecotype)
2.0% Carex valpirtoidea, PA Ecotype (Fun Sedge. PA Ecotype)
2.0% Coreopsis lanceolate (Lanceleat Coreapsis)
2.0% Rudbeckia hirta (Blackeyed Susan)
0.5%Juncus efusus, Coastal Plain NCRcotype (Sof t Rush, Coastal Plain NC
0.4% Vernania noveboracensis, PA Ecotype (New Yoi k tronweed, PA Ecotype)
0.2% Helenium autenrnafe, PA Ecotype (Common Sneezeweed, PA Ecotype)
General Product Information:
This mix of grasses and grass -like species will tolerate flooding and
provide food and cover for native game birds in the Piedmont region. Mix
formulations are subject to change without notice depending on the
availability of existing and new products. While the formula may change,
the guiding philosophy and function of the mix will not.
Item Number: ERNMX-307 E.Ri45 T SEED5
2"_5n E
2n_5e
(5-12.5 cm)_,: ; ; 4 ; (5-12.5 cm)
4' 12' -►I r.-10rr (25 cm)
0%6, m) 1.
I_�-'i2O' (0.5m)
(1.2 m)
ISO" (25cm)
--I I�-
L
3.75 staples per sq yd
USE NORTH AMERICAN GREEN SCI50BN
EROSION CONTROL BLANKET AND USE
STAPLE PATTERN "E" FOR HIGH FLOW
CHANNELS AND SHORELINES
SEEDBED PREPARATION:
- AREA TO BE SEEDED SHALL BE RIPPED AND
SPREAD WITH TOP SOIL 3" PEEP. TOTAL SEEDBED
PREPARATION DEPTH SHALL BE 4" TO 6" DEEP.
- LOOSE ROCKS, ROOTS AND OTHER DEBRIS LARGER
THAN 1-1/2" SHALL BE REMOVED FROM THE SURFACE
SO THEY WILL NOT INTERFERE WITH ESTABLISHMENT
AND MAINTENANGE OF VEGETATION.
TRACT E-1 & E-2
NORTI4 OROU&+4
8513 BOYLSTON ROAD
PEEP RIVER TOWNSHIP - &t)ILFORD COUNTY, -NORTH CAROLINA
PROPOSED SANITARY SEINER LINE
PROPILE EXHIBIT
REV.: 7-07-22
DATE: O6-27-22, JOB NO.: 13gO-IS PG 3 of 3