20220143 Ver 1_USACE Permit_20220714

Strickland, Bev
From: Hopper, Christopher D CIV USARMY CESAW (USA)
<[e-mail]>
Sent: Thursday, July 14, 2022 3:43 PM
To: [e-mail]; Harbour, Jeff W; Graham, Rhiannon J
Cc: Cohn, Colleen M; Dailey, Samantha J CIV USARMY CESAW (USA); Kim Browning;
Ashley Yarsinske
Subject: [External] SAW-2021-00788 / Floyds Landing / US Highway 70 Business / Smithfield /
Johnston County, NC - NWP 29 VERIFICATION
Attachments: SAW-2021-00788_Floyd Landing_US Hwy 70 Bus_Smithfield_Johnston County
NC_NWP 29 Verification.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Afternoon, Mr. Ross:
Please find the attached Nationwide Permit (NWP) 29 for Residential Developments for: SAW-2021-00788 / Floyds
Landing / US Highway 70 Business / Smithfield / Johnston County, NC
Please note the attached Mitigation Responsibility Transfer Form must be retuned signed by the Mitigation Sponsor
prior to any ground disturbance.
This electronic copy is an official Department of the Army Notification. However, if you wish to receive a paper copy, one
will be mailed upon request.
Please let me know if you have any questions or concerns.
Christopher D. Hopper
Regulatory Specialist
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
0: [phone], Ext. 35
M: [phone]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey can
be accessed by copying and pasting the following link into your web browser:
https://regulatory.ops.usace.army.mil/customer-service-survey/. Thank you for taking the time to visit this site and
complete the survey.
1

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-00788 County: Johnston U.S.G.S. Quad: NC-Powhatan
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Floyd Landing Holdings, LLC.
Andrew Ross
Address: PO Box 1328
Cary, North Carolina 27512
Telephone Number: 919-460-3027
E-mail: andrew.ross"ovddevelopment.com
Size (acres) 180
Nearest Waterway Swift Creek
USGS HUC 03020201
Nearest Town Smithfield
River Basin Neuse
Coordinates Latitude:35.536883
Longitude:-78.378815
Location description: The Flovds Landing project is located on the south/west side of US 70 Business, approximately 2,800 feet
northwest of its intersection with M. Durwood Stephenson Parkway in Smithfield, North Carolina. The site comprises
agricultural fields, forested buffers along streams, and broad forested floodolains of Swift Creek.
Description of projects area and activity: This verification authorizes the use of Nationwide Permit 29 to impact stream and
wetland resources associated with development of the US 70 Business Assemblaee (Flovd Landing) in Smithfield. Johnston
County, NC. Specifically, this verification authorizes the permanent loss of 193 linear feet (lf) (723 square feet (sf)) of Stream
Tl (Impact Sl) to construct a road crossing between developable portions of the tract. The road crossing would also install 55
If (207 sf) of riprap stabilization (Impact S2) downstream of the crossing, and work would be performed within a temporary
dewatering area of an additional 20 If (75 sf) (Impact S3), with ten feet on either side of the crossing temporarily impacted. A
second impact area associated with road and parking fill would require the permanent loss of 4,664 sf of Wetland Wlb
(Impact WD. An additional 305 sf of temporary impact would be required during construction. No other impact to
jurisdictional resources is authorized.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 29: Residential Developments.
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 1/25/2022, and the enclosed plans Floyd Landing impact exhibits (9 pages),
undated DATE. 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.
SPECIAL CONDITIONS
a. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions
listed on this form, are hereby incorporated as special conditions of this permit authorization.
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 [phone].
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 Christopher Hopper at [phone] (05) or
christopher.d.hopper(a)usace. army.mil.
Corps Regulatory Official: R Date: 07/14/2022
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.anny.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent:
Terracon
Jeff Harbour
Address:
2401 Brentwood Road, Ste 107
Raleigh, North Carolina 27604
Telephone Number:
919-805-4208
E-mail:
ieff.harbourAterracon.com

Action ID Number: SAW-2021-00788 County: Johnston
Permittee: Floyd Landing Holdings, LLC., Andrew Ross
Project Name: Floyd Landing
Date Verification Issued: 07/14/2022
Project Manager: Christopher Hopper
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: Christopher Hopper
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
MEMORANDUM FOR RECORD

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Floyd Landing Holdings, LLC., Andrew Ross
Project Name: Floyd Landing
Action ID: SAW-2021-00788
County: Johnston
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting
authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the
mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic
Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must
be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released
and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified
mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor
must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project
Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on
page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03020201, Neuse River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
.107
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03020201, Neuse River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
.22
Mitigation Site Debited: Falling Creek Stream and Wetland Umbrella Mitigation Bank: Falling Creek Mitigation Site
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington
District, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide
the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Version 10 June 2020_updated

CESAW-RG (File Number, SAW-2021-00788)
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized
impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas
may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District
within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this
form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the District, the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios maybe applied, as per current District guidance
and a new version of this form must be completed and included in the District administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from Wildlands Holdings, confirming they are willing and able to accept the
applicant's compensatory mitigation responsibility, dated 1/20/2022 was included with the preconstruction notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District
Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC27587 (or by email to [e-mail].
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: Christopher Hopper
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
07/14/2022
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.

/j II �/
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O
/ 1
1 �
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ACT #
�a
RESTORATION NOTES FOR TEMPORARY IMPACTS:
WETLANDS ARE TO BE RETURNED TO ORIGINAL
GRADE AND SEED WITH WETLAND SEED MIX.
STREAMS SHOULD BE RETURNED TO ORIGINAL
CONTOURS AND CORE FIBER MAT EMBANKMENTS
AS NEEDED.
I M PACT TOTAL
ZONE 1 ROAD IMPACT
15,027 SF
ZONE 2 ROAD IMPACT
7,254 SF
ZONE 1 BUFFER IMPACT
2,299 SF
ZONE 2 BUFFER IMPACT
1,597 SF
WETLAND ROAD IMPACT
4,664 SF
PERMANENT STREAM IMPACT
723 SF
193 LF
PERMANENT STREAM IMPACT —
NO LOSS(RIP RAP)
182 SF
55 LF
TEMPORARY IMPACT TOTAL
ZONE 1 UTILITY IMPACT
1,298 SF
ZONE 2 UTILITY IMPACT
903 SF
TEMPORARY STREAM IMPACT
41 SF
10 LF
WETLAND ROAD TEMP. IMPACT
305 SF
SHEET 1
_ REVISIONS:
CE GROUP FLOYD LANDING
301 GLEAVE. OVERALL KEY MAP
suIT�rE220 NORTH US HWY 70 BUS W
RALEIGH,NC NC 27603 400' 0 400' 800'
PHONE: [phone]
FAX [phone] SMITHFIELD, NC
SCALE: 1" = 400'

i
� /ice.% � • \ VA � P �a� \ � )� �A � �\ �a� /
0
f
8
. .150
GO
I firs
� f —160
114500
45 /��
M� o
;t1AS�LV\II
r
Ing it
s� o
4��
/, o .Ds c� �� v n _✓ �✓ o \� ` 1 ) r-'^ r} jJ 0
C�rl
REVISIONS:
CE GROUP w
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603 400' 0 NORTH 400' 800'
PHONE: [phone]
FAX [phone]
SCALE: 1" = 400'
FLOYD LANDING
EXISTING CONDITIONS
US HWY 70 BUS W
SMITHFIELD, NC
SHEET 2

g•,
EXISTING FARM
��6- f-1176'si
gill .I�� �'1��r,������� ••
�i' �I► ��?►
�p�`�. III � �� �►®��►'e:�:�::'�
•• ..� �� ill �-.�.,.,..•,.., ,,.1, , : � ,� .............
�:,�a�► :. �� r� �
�.. � ♦ � {'%_C�•� j h I Ili ���\ ��� �•�•�•�•�•�•�•�
• -. � � � � � �2'��Gli�=��I''�I''IIIII'1' ���'III�/1� .,.:: '. ♦ ��`'�` .�
', �I I ♦, .Doan '
loohIMPACT #1 ROAD CROSSING
FLOYD LANDING
son
NORTH 1 11 .1
. -
-
US W
I M PACT TOTAL
ZONE 1 ROAD IMPACT
15,027 SF
ZONE 2 ROAD IMPACT
7,254 SF
PERMANENT STREAM IMPACT
723 SF
193 LF
PERMANENT STREAM IMPACT -
NO LOSS(RIP RAP)
182 SF
55 LF

45
40
PROPOSED GRADE
145
140
COVER
MAIN
35
30
25
I
8" DIP GRAVITY SEWER
------------------------------------------------
-------------------- ---------------------
8' x8'I0RnY��,,,
- - "vLvEKI
STREAM OTTOM
135
130
125
PAD
G
� �
DWALL
IN=123.60
SEE PL N VIEW FOR
ENDWALL WING
CONSTRUCTION (TYP.)
ENDWALL
INV OUT=121.90 CLASS "_" RIPRAP
RIPRAP D50=-DMAx=
E
INV
— —
— — —
CHANNEL GEOMETRY)
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00
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121
10+00 11+00 12+00 13+00
SHEET 4
REVISIONS: FLOYD LANDING
CE GROUP 30' 0 30' 60' IMPACT # 1 ROAD CROSSING
301 GLENWOOD AVE.
SUITE 220 _ PROFILE
RALEIGH, NC 27603 SCALE: 1" - 30'
PHONE:[phone] US HWY %O BUS W
FAX [phone]
SMITHFIELD, NC

- I RCCLIIVC I LIIVII I Vr
— — - DISTURBANCE (TYP.) /
I M PACT TOTAL
WETLAND ROAD IMPACT 4,664 SF
TEMPORARY IMPACT TOTAL
WETLAND ROAD TEMPORARY IMPACT 1 305 SF
WETLAND ROAD IMPACT
WETLAND ROAD TEMPORARY IMPACT
SHEET 5
c REVISIONS:
CE GROUP FLOYD LANDING
301 GLEAVE. IMPACT #2 ROAD CROSSING
RALEIGH,E
suIT�r220 20 30 0 NORTH 30' 60' US HWY 70 BUS W
NC 27603 '
PHONE: [phone]
FAX [phone] SMITHFIELD, NC
SCALE: 1" = 30'

�
I
� I
1 Y if
/
PROPOSED TREELINE
I DISTURBED LIMIT
LINE (TYP.) '
r� CLASS "B" ZIPRAP
PAD 201 x 8'W x 24"D
1)50 DMAx=12"
I/ EXISTING TOP
OF BANK (TYP.)—\
/
/
00-
B o
i� ZONE 2 IMPACT
�447SF
ZONE1IMPACT
671 SF
ORDINARY
HIGH WATER
MARK (TYP.) /
1
IMPACT TOTAL
ZONE 1 UTILITY IMPACT
671 SF
ZONE 2 UTILITY IMPACT
447 SF
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
SHEET 6
c REVISIONS:
CE GROUP FLOYD LANDING
301 GLENWOOD AVE. I M PACT #3 BUFFER I M PACT
RALEIGH,NC 27603 '
su�r20 30 0 NORTH 30' 60' US HWY 70 BUS W
PHONE: [phone]
FAX:[phone] SMITHFIELD, NC
SCALE: 1" = 30'

1
I
IMPACT TOTAL
ZONE 1 BUFFER IMPACT
2,299 SF
ZONE 2 BUFFER IMPACT
1,597 SF
6' CONCRETE f \\\ VA \ \ \✓ \ \ I /
SIDEWALK
/ (TYP.)
A)A/,p
/
& PEDESTRIAN BRIDGE
ZONE 2 ROAD IMPACT / STREAM CROSSING \
/ 945 SF ZONE 1 BUFFER IMPACT
ZONE 1 ROAD IMPACT
1,133SF �� \\ \\ V A \ �o� \c�✓���th \ ZIV A ZONE 2 BUFFER IMPACT
30,
VAA
�rypFR V A�,A\\VA� A V A \ \ \
PROPOSED TREELINE
I DISTURBED LIMIT \ \ \ \ \ \ \ \ \\ \ \ \
LINE (TYP.)
ORDINARY
HIGH WATER
MARK (TYP.)
ZONE 1 ROAD IMPACT\\ \ \ \\ \\ \ �\ \ \ \ \
EXISTING TOP 1,166 SF / /
OFBANK (TYP.)
ZONE 2 ROAD IMPACT
653 SF \ \
EXISTING TREELINE 6'CONCRETE
SIDEWALK
(TYP.) J
\
�� REVISIONS:
SHEET 7
CE GROUPqp
FLOYD LANDING
301 GLENWOOD AVE. I M PACT #4 BRIDGE CROSSING
RALEIGH,NC 27603 '
su�r20 30 0 NORTH 30' 60' US HWY 70 BUS W
PHONE: [phone]
FAX.[phone] SMITHFIELD, NC
SCALE: I = 30'

IMPACT TOTAL
ZONE 1 UTILITY IMPACT
627 SF
ZONE 2 UTILITY IMPACT
456 SF
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
I
SHEET 8
REVISIONS:
CE GROUP FLOYD LANDING
301 GLENWOOD AVE. I M PACT ##5 BUFFER I M PACT
RALEIGH,NC 27603 '
su�r20 30 0 NORTH 30' 60' US HWY 70 BUS W
PHONE: [phone]
FAX [phone] SMITHFIELD, NC
SCALE: 1" = 30'

PUMP -AROUND PRACTICE
PLAN VIEW
Silt Bag as shown
iri detail 3.25,
ettream
diversion pumps
P1nae—iMU D PBACTICZ
'Elbe work eketalal ooaciot of 1.2.sl lfag a temperary pump around
extd eurm-,:rth‘g xoaanum to avert f Z:Nruael tr —sta ra hoestroalter. etas.
ItEPLailfralfATION SEQTJE41 :
Sea—a—aonfrel nsassures, pump—ervuaad prect'se es, l ausnziestad obe.ez.61 cad irk
cn asszraciziean 7,1-0v1sl be completed- fn. the feafla ing ecgra-tee :[refer Sea Ce teRl ii`S ij:
1 C toilsti:r: rill act batta. autatl. a ill celiman.t sat5a4roatahr. Brat: i maAsa
r.en 7: '; a _ . w: -s_, e Z,:aa .e. o xgh l
L
pumps should discharge
onto a stable velocity
dise[pator made of rip rap
WORK AREA
LENGTH NOT TO EXCEED
THAT WHICH CAN BE
COMPLETED IN ONE DAY
SECTION A -A
Impervious sheeting
sump —hole
or pool
(12" to 18° deep
w/ 2. diameter)
base flow + i foci
(2 foot minimum)
cross section of sondbeg dike
the eacavedlon, a,xri _ c as their xaL ceder.
fa AR come:ract w.Cj taf-ta Once durls7g e'l:ranxD low f]vev. The laugh of oaI1e'anaction-
time ehou1.d. lne fSlihdtee. fav :ataaitaaxee of 2 clays for each ra.ossiag.
O Water from. the ra.-.1t be pumped to a dewaterkig bag as shown isx detail 3.25.
7:be roan/ars ehna1.1 Iwo Nxi.
such that the wa.t,z le latex the amine' below the dlomzseareaam handbag aka.
7 Tmareihg a eiaahtf.ei reech with. event within the rPcare. area where mot work le propoeed
sb.auld bsavetdad. 1 ecgolgimast has troveree sarea a reob :pox sWIees tic XSLYAT:I.S7 exec,
thax t imir xxs ex • abid ex maH.e aha thJ. pat c/.5V.1 ::llariurbs:uco t:• the as t:moel.
ne rpo:rery etrmaa7m arraeatags a'ha ld Fie ceesi znay when meneaaat- eat l rratly wrisaana :mated Dr: kaa
ralaapae ar egesified.
& exasra meiterartfnn szsessaxrs lihaxild la; ts.ealIeel mac irra:5 ab sl by the plane akTd aa
beabh greelad lz, es000rdaaaee with. the gr thus piano eaci trp:los.1 17.7as e--eacetleane. ill 6.mii.743
=not Le e:giirfikcied at Ma end each day adth 21e51. MLA mulch or seed end YI'lattfarf
eip+seEffa6.. . the plane.
9 F.thFz ato &rat io eraapieted. sued etcal/idled. the deem wetav dare should. be removed.
er hffi }S-st r lament flush, s. mew dieezt. water aka abohld. be aatel]3ehea eapstreaia.
fo a c t aealvaao dike. FYoally, upaoax setehlienx a t now sediment a bellow
tha BEd. o-e, Lb -a tale asdirLiwat dare shcsulc Ess rserdn d.
1i9 'au; a.t.I.L.cLes.d.or ig rehachalble fur ax:o Lt.. rreraibtse„s eE ssrasiran
ree; sa.3sxtivak oontroi. devious moth ihu oad.3rsxent oontrei in_sresstor aypa+avee their removal.
•
SHEET 9
CE GiOUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
REVISIONS:
FLOYD LAN D I N G
DETAI LS
US HWY 70 BUS W
SMITHFIELD, NC