SAW-2021-02534--NWP 18 Verification--01 DEC 2023.pdf

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-02534 County:Wake U.S.G.S.Quad:NC-New Hill
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Wake County Public School System
Brian Lanfair
Address: 111 Corning Road,Suite 190
Cary,North Carolina 27518
Telephone Number: 919-588-3572
E-mail: blanfair(&wcpss.net
Size(acres) —29 acre Nearest Town Apex
Nearest Waterway UT to Beaver Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude:35.713277
Longitude:-78.878654
Location description: The pro*ect site is north of the intersection of S.Salem Street and Interstate 540 in Apex,in Wake
County,North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 0.001 acre
of wetland and the temporary discharge of fill material within 0.007 acre of wetland.This verification authorizes the
permanent conversion of 0.009 acre of forested wetland to herbaceous wetland.
Applicable Law(s): ®Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: 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 9/12/2023, 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 [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(LAMA),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)588-9200 or George.L.Phillips(&usace.army.mil.

Corps Regulatory Official: �O-cne-J(,--T>h/(� III Date: 12/1/2023
Expiration Date of Verification: 3/15/2026

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.artny.mil/cm_apex/f?p=13 6:4:0
Copy furnished: Zach Thomas/NCDEQ-DWR/3800 Barrett Drive,Raleigh,North Carolina 27609

SAW-2021-02534
SPECIAL CONDITIONS
a. Suitable habitat for tricolored bat(Perimyotis subflavus) may be present at the site. On September 14, 2022,
the USFWS published a proposal in the Federal Register to list the tricolored bat as endangered under the
Endangered Species Act(ESA). The permittee understands and agrees that all work associated with the clearing
and removal of trees and removal or modification of culverts must be completed prior to the effective date of
the final listing in the Federal Register. Work associated with the aforementioned activities not completed by
that time must cease and the permittee must contact the Corps'([e-mail]) to determine
if additional coordination with the USFWS is required under Section 7 of the ESA prior to continuing work.

Action ID Number: SAW-2021-02534 County: Wake
Permittee: Wake County Public School System, Brian Lanfair
Project Name: E-53 Pleasant Plains Elementary School
Date Verification Issued: 12/1/2023
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
[e-mail]
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

I I I I I , • , /i
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_. /, / GENERAL NOTES:
\I SUMMARY TABLE I , , * . . - /�/, /'/ 1 j/,' I Fri EXISTING
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I '/' '� • /I /( � I— /. ;�, / W 00 DA LL CREST D R 1) TOPOGRAPHIC INFORMATION IS BASED ON A SURVEY PERFORMED BY DEWBERRY ENGINEERS INC.ON JANUARY 25-MARCH 26,
/ - \ / // > 2022 AND SEPTEMBER 12-20,2022.
\ IMPACT NAME IMPACT TYPE AREA (AC) I /. .. 1 /' �y/ ` ,i (65 PUBLIC R/W)
\ I --- /' / I I '� \ /„ =?r4 2) LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED BY OBSERVED EVIDENCE,LOCATION OF ABOVE GROUND
\ 131 —ZONE 1 TEMPORARY 0.008 I TRAVERSE LINE -_---- / ' ( 1 I I //'� / 71 / I // A UTILITY APPURTENANCES,AND UTILITY MARKINGS(PAINT,ETC.)PROVIDED BY DEWBERRY.THESE MARKINGS WERE OBSERVED
ALONG CREEK ���-''' /. / I , I 1 I y� // /' /{/ j/ y` DURING THE COURSE OF THIS SURVEY,WERE FIELD LOCATED,ARE SHOWN FOR INFORMATIONAL PURPOSES,AND SHOULD BE FIELD
\ I BM 2020 PG 1671 /11 — f —_ \ — /• \ if/ / /4 111 / �// // 1 I,'r7` � VERIFIED IF CRITICAL.UNDERGROUND UTILITIES NOT SHOWN,MAY EXIST.STORM SEWER AND SANITARY SEWER DATA HAS BEEN
,/ /^ / % / ) , , x / /i , COLLECTED FROM THE RIM OF THE MANHOLE WITHOUT ENTERING THE STRUCTURE.PIPE SIZES AND TYPES SHOULD BE CONSIDERED
B 1 —ZONE 1 PERMANENT 0.005 I / „ �e� //� I / / l '/ / �f /I / I APPROXIMATE AND BE FIELD VERIFIED IF CRITICAL.
\ 1 % - - -.� i i i / �/ 1 ` l l_4 111 I I
�� �. . . . ,/ /,/ I�__, f_-/ 3) WETLANDS DELINEATION AND LOCATION WAS PROVIDED BY OTHERS AND NOT FIELD LOCATED BY DEWBERRY.THIS INFORMATION
,�')
B2—ZONE 2 TEMPORARY 0.004 • . y C /, _, / , / WAS PROVIDED BY McKIM&CREED FROM A SURVEY THEY PREFORMED IN 2020.THE WETLAND/STREAM BOUNDARIES DEPICTED
EX. WETLANDSkk/! 1 / 1- 7 / /
\ - � /- i �, I '( /h ` y 1, l / /I ARE BELIEVED TO ACCURATELY REPRESENT THE DELINEATED WETLAND/STREAMS.THE WETLAND/STREAM FLAGS ARE SUBJECT TO
"� �- -/f- / I `'/�/ / /, ADJUSTMENTS DURING REGULATORY FIELD REVIEWS AND MAY HAVE BEEN ALTERED AND/OR RELABELED.
\ B2—ZONE 2 PERMANENT 0.004 I �- ' I , �/� 1 / 1
I / --I -� -r_*�-11 ) / I I� /) f_`/ lj l 1 I 4) FLOOD NOTE:BY GRAPHIC PLOTTING ONLY,THE SUBJECT PROPERTY DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS DEFINED
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\ W1 —WETLAND TEMPORARY 0.007 I CENTEROLNEROFTY LCREEK /'''- -- -\`\ / � _ f / /' r /f. �` / // / % ,,f 0731)BEARING AND EFFECTIVE DATE OF 7/19/2022.
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\ I /—___ � ,�- / \`\ `\\\ /' 1 I / / ' / I \ 7 / / 1 f / ' INFORMATION SYSTEM.
W1 —WETLAND PERMANENT 0.001 ,/ \ \\\ . / , ,/ / / / ,' / I y / Y / f / I
\ I /// V / / 1 / / I - I ( / I
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\ / / / �\ \` --��_/ /' (r..4__�y_ I I. / / / o / / / / BOUNDARY.ONLY TREES 18"DBH AND GREATER WERE LOCATED WITHIN THE REMAINING AREA OF THE PARCEL(OTHER TREES DO
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50' RIPARIAN BUFFER 5' VEHICULAR SETBACK
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j- �/' / • �" �\\ `� \ // / `\ \
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MCADAMS
The John R.McAdams Company,Inc.
621 Hillsborough Street
Suite 500
Raleigh,INC 27603
phone [phone]
1 M PACT AREA 1 1 M PACT AREA 2 1 M PACT AREA 3 fax [phone]
license number:C-0293,C-187
www.mcadamsco.com
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w w oz
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100
rq
CONSTRUCTION
3
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07.19.2023
132 — ZONE 2 PERMANENT 0 . 004
o REVISIONS
O
N
a
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072
m
0
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W1 — WETLAND PERMANENT 0 . 001
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W & BUFFER IMPACT
AREAS
0
W2 WET AND PERMANENT 0 . 009
Na
Ln
N
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TOTAL AREA 0 . 038
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EXISTING
WOODALL CREST-0,I
IMPACT NAME IMPACT TYPE AREA (AC) (65 PUBLIC R/W)
31 —ZONE 1 TEMPORARY 0.008 '-'\'
TRAVERSE LINE ( I
w
ALONG CREEK i I
BM 2020 PG 1671 // \ // / / / / /� \ /h
31 —ZONE 1 PERMANENT 0.005 i /. .j / '
PROPOSED
B2—ZONE 2 TEMPORARY 0.004 WOODALL CREST DR „�
EX. WETLAN
(65 PUBLIC R/W)
32—ZONE 2 PERMANENT 0.004
PROPERTY LINE IS ' i � / � �
TOWN OF APEX PUBLIC / I / \
/ ) � o / // I ' C.
/� �/ / ) I " �� /
CENTERLINE OF CREEK — — / i r / _
DRAINAGE.& CONSTRUCTION / j __ —\\ / / / / // / //
W1 —WETLAND TEMPORARY 0.007
REQUIRED TOWARD FUTURE \\\ /'EASEMENT FEE-IN-LIEU
\ / / / 1 / l fs J
STREAM CROSSING
W1 —WETLAND PERMANENT 0.001
r_7
�_j l w
W2—WETLAND PERMANENT 0.009 FUTURE < /7' /
TOTAL AREA 0.038
ASPEN RIVER LANE(65'
\ P BLI R W v \ ' —
1
,.age
\ 20" ZONE 2
TOWN OF APEX SCM
MAINTENANCE & ACCESS 30" ZONE 1 �\
EASEMENT / / / / � 00,
� A 1// �� / — //
5g0 O \
50' RIPARIAN BUFFER S AN
is'�- / / / 4 APEX11
/ 10' BUILDING SETBACK / !///
\\\ \ 5' VEHICULAR SETBACK
IMPACT AREA 1
(SEE SHEET IM-2B) r // /,, >% , 3701 / a ,� I �''/ `� / � / / / / / �'
VARIABLE WIDTH TOWN OF // / / / / / o \ I
\\\ \ \ APEX SANITARY SEWER / / / ��/ /f' / /I� / ^���� RETAINING WALL (TYR)
\\\\\ EASEMENT DB 18584 PG 2319 % J // / /��' - _ / I�Z \ ++ 13 I \hII %41
/
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_ / , C� �° FUTURE / / Z U1
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ss \\\\� \\ ` / / // / /' / / © I / BUILDING \ RD I / (DESIGN BY OTHERS) // �/ . / / p
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w _ =392.00
\\\\ \-l(�330/ !�+' / — / / o/ ` ' I I .392� I� MAINTENANCE_& ACCESS / / / �j d
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El
�/PU I JNE w / /
— \ / I \ / x _ / — — — — —
/ h � �- � <: _ � I ,� �� o FUTURE
�
—386, - - N / SEAPOND DRIVE
38
(60 PUBLIC R/W)
RETMMN WALL + 380 382 / \ � —
I / — , , — r 1 / (DESIGN BY FLATS AT 499)
MCADAMS
�o
1 \ The John R.McAdams Company,Inc.
\ + — J - �' \l� / 621 Hillsborough Street
—374 — \ \ \ \ © fig\ 3io I I /t / Suite 500
\ \\+ / / Raleigh,INC 27603
—372 \\ \ fiJ— _ TP/� — � .W.W �` IMPACT AREA 2 '
370 \ \ + y / / / / / ��-\\ .JW W/W�. W , — / / phone fax [phone]
\\ \ \ \ , . �/. • 6 (SEE SHEET IM 21B)
\ \ / � +\ • • y� / license number:C-0293,C-187
1 \ \ \ J \ \ \ \\ �\ _ } / www.mcadamsco.com
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(VARIABLE WIDTH PUBLIC R/W) �\ W W /W ✓ I I / / / J �356 OWN OF APEX SCM
/.W��✓ I / I I / / / / �/ MAINTENANCE & ACCES
EASEMENT
-354J J
LLJ
I \ // / / UNDER CONSTRUCTION r
\ l \\ \ \ \'�4' \ 3S W `o L
+ (DESIGN BY OTHER Q
\ \\ \\ \ \ / // / \ \ \ \\ \\ moo\ 1 1 1 1 1 1 S U
// I \ \ \ \ Uj Uj Y 0 z
IMPACT AREA � J � � Q
\ \\ I I ( ski l / / VARIABLE WIDTH
(SEE SHEET I M —2 B) �\\\\ I �� TOWN OF APEX / / / / // a�` / EASEMENT
DRAINAGE
\ \\ // / / // / i — —�\\\ \ \\ \ \ \\\\ \ I UTILITY�ASEME T / DB 19016 PG 1068
0
o \ \ \ /. //,/,/_ / / /./��_/; \\ \\\ \\ \\\ \ \\ \ \ \� I I \ DB 19�16 PG��106�/ �0O �0
\ \\ . �\ . . \ i \ \ \ \ \ \1 `\\\\� \ M
GRADING LEGEND \\� \�\�\���� \ \ \\ \ Ex. 1d' WAL4Nc %� / CONSTRUCTION
3 \ ( \\\\\\ \ \ \ \ PATF� BY RKA / / DRAWINGS
o STORM DRAINAGE \ \\`\\\\ \ \ \ \ / / / I / / EXISTING
rq FLARED END SECTION �\ \ \\\\��_ \ \ S SALEM STREET (SR1001) 07.19.2023
STORM SERVICE LINE \ \ \\ \\\ ` /// ` REVISIONS
o ENDWALL SECTION \ \ \ \\ \\\\ j / / // // / / / / (VARIABLE WIDTH PUBLIC R/W)
o RD RD RD ROOF DRAIN, 4" ADS \ \ \ \\ \\ / /
a CATCH BASIN NON—PERFORATED TUBING OR \ \� 20/
OF AP
EQUAL 1.0% MIN. SLOPE 3' MIN. \ P14BL WATERCL
L
DROP INLET COVER PVC SCHEDULE 40 IN \ \\ \\ \ M T \\\\\\\ o� \ / / / / / \ (' Cr
TRAF■ STORM SERVICE INLET TPTPTP TREEFI
AREAS
\\PROTECTION FENCE
\`\ Q
\ \\\ \\\ INV�370.79 / // / / / \�
o • STORM SERVICE ROOF—DRAIN �Ip LIDLIDLIMITS OF DISTURBANCE \ \
JUNCTION Box
�- DRAINAGE FLOW ARROW WOODED AREA
s r.. LINE BREAK SYMBOL 250 MAJOR CONTOUR \
m 250.50 252 MINOR CONTOUR
\ �1/ /�
250.00
TOP & BOTTOM CURB ELEVATIONS
250 EXISTING MAJOR CONTOUR I PROPOSED SITE
\TW=223.00 TOP OF WALL ELEVATIONEXISTING MINOR CONTOUR / ( \ ( I WETLAND & BUFFER
252 ` \ \ � �
BW=213.00 BOTTOM OF WALL ELEVATION IMPACTS
(NOTE: BOTTOM OF WALL IS GROUND — — EASEMENT LINE / \ / / \\\\\\\ / I / /
aELEVATION NOT WALL FOUNDATION)
o + 250.60 SPOT ELEVATION ACCESSIBLE PARKING AREA /
o (2% MAX. SLOPE IN ALL DIRECTIONS) , / \\1 / ` I GRAPHIC SCALE
p / / �.-� J \ 0 40 80 160
PROPOSED RCA \\ /
l inch=80ft. IM -2A
AREA OF 3:1 SLOPE
( /

CL
PROPERTY CENTER PE OF LINE ISCREEK / %/ / / / PROPOSED 20" DIP I I I '30' ZONE 1
��k� TOA WATER MAIN 20' ZONE 2
TRAVERSE LINE
o
� ALONG CREEK / _ / / \ I I
BM 2020 PG 1671/
B1—TEMP. BUFFER IMPACT
/ \ ZONE 1
0.004 AC (174 SF)
/ TOWN OF APEX
// / / / 50' RIPARIAN BUFFER PUBLIC WATERLINE /� i \
5' VEHICULAR SETBACK \
/ B1—PERM. BUFFER IMPACT // / / /
/ ZONE 1 / / // / / / 15" RCP / '�\ 10' BUILDING SETBACK -
0.005 AC (244 SF) 20'
B2—TEMP. BUFFER IMPACT //
ZONE 2
0.002 AC (93 SF) / // \ \— — W2—PERMANENT WET6A
LANDkIMPACT /
cj W1—PERMANENT WETLAND IMPACT �� 354- 0.009 AC (382.12 SF)� l / / / - - - 0.001 AC (58.40 SF)G — —378— — — —000l
/ / / / ,� 24" RCP \ \W1—WETLAND IMPACT � — — — — — lay/•B1—TEMP. BUFFER IMPACT15" RCP 0.007 AC (322.34 SF) EX. WETLAND
/ ZONE 1
0.004 AC (196 SF)
30' ZONE 1 —352-
RETAINING WALL WITH GUARD RAIL
Z�� i (DESIGN BY STRUCTURAL AND LA)
37
B2—PERM. BUFFER IMPACT
/ ZONE 2
0.004 AC (161 SF)
B2—TEMP. BUFFER IMPACT / \ h I
/ ZONE 2 / / ` 1
/ 0.002 AC (1 13 SF) � / / / \ � \ ���P/LD \ � \\ \\ \\ �
/ 20 ZONE 2 — — �/ / s �� \ —1P/kJD
01 GI
h �\I �> )VA L \ l
2 / EX. WETLAND \ \\�� I \
/"I � y`'° SS I \`� \�� \� � \� pi/af \\ \ \ \ � � �� �� // TOWN OF APEX
/ / / �� `� x \ `V `V `L `L `L p� al \ \ \ \ �V� \ PUBLIC WATERLINE z Z v>i
/ ss \ \ \ EASEMENT J
PUBLIC R/W / 00
(VARIABLE WIDTH) V =
U
Aj
/ � // \ 20' ZONE 2 aY/ /� \� \\\ \\\\\ \ \ \ \ \� \ � \\ \ \�� I \ /
E3
r/ 5' VEHICULAR SETBACK
10' BUILDING SETBACKNC 540
EXISTING
EX. VARIABLE WIDTH TOWN OF 6 � / / � � I � .,� ��'� \ � (VARIABLE WIDTH PUBLIC R/W)
APEX SANITARY SEWER
EASEMENT DB 18584 PG 2319 / / I I I
MCADAMS
The John R.McAdams Company,Inc.
621 Hillsborough Street
Suite 500
Raleigh,INC 27603
phone [phone]
1 M PACT AREA 1 1 M PACT AREA 2 1 M PACT AREA 3 fax [phone]
license number:C-0293,C-187
www.mcadamsco.com
M�-I
SUMMARY TABLE LLJ 0
%%.-Oloo
U)— / = J
Z Uo
IMPACT NAME M PACT TYPE AR EA (AC ) Qco
J >_ U)
J
B 1 — ZONE 1 TEMPORARY 0 . 008 Qa w
Q Zco
� 2
c/owz w
CCo �
Q G U �= v)
B 1 — ZONE 1 PERMANENT 0 . 005 w LUW 0z
0— W � Ma
Q
a
B2 — ZONE 2 TEMPORARY 0 . 004 100oo
N CONSTRUCTION
3
DRAWINGS
07.19.2023
B 2 — ZONE 2 PERMANENT 0 . 004 REVISIONS
O
N
a
a
0
W1 — WETLAND TEMPORARY 0 . 007
72
0
i
W1 — WETLAND PERMANENT 0 ° 001
PROPOSED SITE
W WETLAND & BUFFER
IMPACT AREAS
0
W2 — WETLAND PERMANENT 0 . 009
9-
N
N
O
O
N
N
N
GRAPHIC SCALE IM -2B
TOTALAREA 0 . 058 10 20 4°
U
N
a
1 inch=20 ft.