20191190 Ver 1_Soule_Impact Exhibit_24x36_2019-10-09_20191017

Strickland, Bev
From: Chris Hopper <[e-mail]>
Sent: Thursday, October 17, 2019 4:05 PM
To: Goss, Stephanie
Subject: RE: [External] FW: Sanctuary Oaks sanitary sewer, NWP verification, SAW-2019-01905
Attachments: Soule -Impact Exhibit_24x36_2019-10-09.pdf
®' T External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Thank you, Stephanie:
I've also attached the revised impact exhibit. For justification, the engineer provided the following text:
"The grading changed due to builder criteria for lot grading and the need to balance earthwork. The pond was
generating a lot of earthwork because it was set low in the ground, so we raised it three feet to help balance the overall
earthwork".
No portion of the treatment footprint would overlap the buffers. The same treatment standards would be achieved
prior to discharge as originally designed.

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h. Total buffer impacts:
Zone 1
Zone 2
Total 3ermporary impaoes: 4.433-00
10-488.00
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Zpne 2
Total Permarienil. Impacts: 0.00
0,00
Zone 1
Zone 2
itty combined buffer vrtpacts: 4,433-00
10,488-00
Chris Hopper
CAROLINA ECOSYSTEMS INC.
[phone]
www.carolinaeco.com
-----Original Message -----
From: Goss, Stephanie <[e-mail]>
Sent: Thursday, October 17, 2019 3:43 PM
To: Chris Hopper <[e-mail]>
Subject: RE: [External] FW: Sanctuary Oaks sanitary sewer, NWP verification, SAW-2019-01905
Chris,
No, you can't update what has already been submitted online. Just e-mail me a revised table for the changes.
Stephanie Z. Goss

Environmental Specialist II
Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
919-791-4256
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties
-----Original Message -----
From: Chris Hopper <[e-mail]>
Sent: Thursday, October 17, 2019 3:27 PM
To: Goss, Stephanie <[e-mail]>
Subject: [External] FW: Sanctuary Oaks sanitary sewer, NWP verification, SAW-2019-01905
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<maiIto: [e-mail]>
Thanks, Stephanie! See below and attached - NWP 12 was issued.
FYI - the stormwater pond needed to shift - buffer impacts would be different (all still Zone II grading and revegetating).
Do you know if I can get back into the application to update the table? Or is there another process to follow? (Old dog
trying to work a very new trick).
I actually just started working on the update. There is no change to stream or wetland impacts.
Thanks,
Chris Hopper
CAROLINA ECOSYSTEMS INC.
[phone]
www.carolinaeco.com
-----Original Message -----
From: Lastinger, James C CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, October 17, 2019 8:48 AM
To: Chris Hopper <[e-mail]>
Subject: Sanctuary Oaks sanitary sewer, NWP verification, SAW-2019-01905
Chris,
Please see the attached NWP verification for the above referenced project. A hard copy will not be mailed. Please note
that your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
permit conditions and your submitted plans. Any violation of the conditions or deviation from your submitted plans may
subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
Please let me know if you have any questions regarding this verification, or any of the conditions of the permit.

James Lastinger
Regulatory Project Manager
Raleigh Regulatory Field Office
US Army Corps of Engineers, Wilmington District
ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587
Tel: [phone], x32
Cell: [phone]
Fax: [phone]

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1-800-632-4949
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF WAKE FOREST, CITY OF
RALEIGH, AND NCDOT STANDARDS AND
SPECIFICATIONS.
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PROP. SANITARY SEWER
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PROP. 2,458 SF OF
PROP. 1,734 SF
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PROP. 20' PRIVATE
DRAINAGE ESMT. 126
DOWNSTREAM SEWER
IMPACTS INSET
SCALE: 1" = 60'
\
60,
/
N/F A(/e RICHLAND HILLS SUBDIVISION
B.M. 2006 PG 1884 \ \ /C
121
PROP. 10' PRIVATE
DRAINAGE ESMT. \
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NOTES
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS & PANCIERA, P.C.
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATED BY CAROLINA
ECOSYSTEMS, INC AND LOCATED BY CAWTHORNE, MOSS & PANCIERA, PC.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH APPLICABLE TOWN OF
WAKE FOREST STANDARDS. ALL TEMPORARY EROSION CONTROL MEASURES SHALL
BE MAINTAINED IN PROPER WORKING CONDITIONS THROUGHOUT CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILY IMPACTED
FEATURES WITH NATIVE VEGETATION.
IMPACT TABLE
STREAM
IMPACTS
TEMPORARY (SQ. FT.)
PERMANENT (SQ. FT.)
LINEAR FEET
ZONE II BUFFER
10,488
ZONE I BUFFER
4,433
48
STREAM CHANNEL
32
WETLAND IMPACTS
O/
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
- - - - - - -
- - -
- EX. EASEMENT
EX. ROAD CENTERLINE
—
EX. CHANNEL/STREAM
EX. STREAM BUFFER
SS
SS
EX. SANITARY SEWER
W
W
EX. WATER LINE
-325-
EX. MAJOR CONTOUR (5)
EX. MINOR CONTOUR (1')
- -
PROP. RIGHT-OF-WAY
PROP. LOT LINES
- - - - - - -
- - -
-PROP. SETBACK LINE
\
-----------
PROP. EASEMENT
r
W
W
PROP. WATER LINE
/
SS
SS
PROP. SANITARY SEWER
/
PROP. STORM SEWER
325
PROP. MAJOR CONTOUR (5)
/
PROP. MINOR CONTOUR (1')
LD
LD
PROP. LIMIT OF DISTURBANCE
rill M-144
/L.I//, � � Q► ins' � �► � • • �
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PROP , ..IVATE -� ...
DRAINAGE ESM
D.B. 4151 PG 81
NIF
' 1842.03-41-5502 DRAINAGE ESMT.
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PROP. 3,123 SF OF /
PARALLEL ZONE II
3 BUFFER IMPACTS N/F
`SS PATTI SOULE EX. STREAM (TYP.) I EX. DUAL SANITARY /
PROP. 30' SEWER ESMT. SEWER MAINS
D.B. 2502 PG 00-E
\ 1842.04-50-3971
50 NEUSE RIPARIAN
BUFFER (TYP.) PROP. I
\ � PERPENDICULAR
ARR ZONE I
100-YEAR FLOODPLAIN BUFFER IMPACTS
\ \`100-YEAR FLOODWAY
APPROX. RICHLAND
CREEK STREAM BANKS
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// PROP. 48 SF OF
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PARALLEL ZONE II N/F
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FOREST
\ ✓ \ \ \ I I I I I D.B. 9825 PG 436
\ EX SEWER ESMTS. 1842-60-1883 � �� \ \ i i I I N N
PROP. 293 SF OF I PROP. 452 SF OF
/ WETLAND W1 IMPACTS I I
WETLAND W2
\ PROP. 1,179 SF OF I I IMPACTS
/ PERPENDICULAR ZONE II I I N I I
\ \ BUFFER IMPACTS I �E�X2 WETLAND
\ \ PROP.
\ \
STORMWATER
CONTROL \ / ,✓
\ \ \ \ \ \ MEASURE
PROP. 30 SEWER ESMT.
PROP. 20' PRIVATE DRAINAGE & ACCESS ESMT.
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SEWER ESMT. ��� Z\
PROP. 2,045 SF OF \� PROP. 30' SEWER ESMT._ U_
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IMPACTS
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DOTINGS
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ALICE SOULE EX. STREAM (TYP.) \ \
D.B. 7941 PG 306 / \
B.M. 1994 PG 221
1842.03-41-9194 /
50' NEUSE RIPARIAN
BUFFER (TYP.)
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV DESCRIPTION DATE BY
ORIGINAL PLAN SIZE: 24" X 36"
60 30 0 60
SCALE: 1 INCH = 60 FEET
N SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
EXHIBIT
N/F
PATTI SOULE SANCTUARY OAKS SUBDIVISION
D.B. 2502 PG 00-E WALL ROAD
1842.04-50-3971
WAKE FOREST, NC
A2 GROUP LLC
DATE:
10-09-2019
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
18040
IMPACT EXHIBIT
C�l
SHEET 1 OF 1
© 2019 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.