20090554 Ver 3_SAW-2019-00073 Olde Mill Stream NWP 12, 18, and 29 Verifications_20210325

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2019-00073 County: NASH U.S.G.S. Quad: NC-ROCKY MOUNT

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Owner: Hodge & Morris, LLC
Mr. Ralph Hodge
Address: 2101 F Miller Road
Wilson, North Carolina 27893

Applicant: Bartlett Engineering and Surveying, PC
Mr. Kyle Manning
Address: 1906 Nash Street, North
Wilson, North Carolina 27893

Size (acres) ~95 Nearest Town Rocky Mount
Nearest Waterway Maple Creek River Basin Tar River
USGS HUC 03020101 Coordinates Latitude: 35.946561
Longitude: -77.87574

Description of project location: The project area is identified as an approximate 95-acre tract of land, located on Nash County,
North Carolina parcels 383018310386 and 383018311671. These parcels are located northwest of the intersection of S. Halifax
Road and Oak Level Road, in Rocky Mount, Nash County, North Carolina. Work in waters of the United States will occur
within the Maple Creek watershed, a direct tributary of the Tar River (8-digit HUC: 03020101)

Description of projects area and activity: On November 5, 2019, the Corps authorized the permanent discharge of fill material
into 146 linear feet of stream channel and 0.084 acre of wetland, and the temporary discharge of fill material into 62 linear feet
(lf) of stream channel and 0.076 acre if wetland, in conjunction with the construction of the Olde Mill Stream residential
subdivision. Impacts authorized under this permit verification were not completed.

On January 19, 2021, this office received a revised permit application from the applicant, Hodge & Morris, LLC, requesting a
Department of the Army authorization to discharge fill material into waters of the U.S. in conjunction with the construction of
the Olde Mill Stream residential subdivision. Project activity will involve the construction of 203 single-family lots, and
associated infrastructure and attendant features. Implementation of the proposed project will permanently impact 146 lf of
stream channel and 0.115 acre of wetland, temporarily impact 62 lf of stream channel and 0.075 acre of wetland, and
permanently convert 0.109 acre of wetland. All other impacts associated with the Olde Mill Stream residential subdivision will
be construction in uplands, outside of waters of the U.S. All temporarily disturbed areas will be restored to pre-construction
conditions upon project completion.

Compensatory mitigation is required at a minimum of 1:1 mitigation to impact ratio for all wetland losses that exceed 1/10-
acre. Therefore, the applicant has proposed to purchase 0.174 acre of riparian wetland mitigation units (WMUs) and 0.156
acre of non-riparian WMUs from the North Carolina Division of Mitigation Services to offset the unavoidable loss to 0.224
acre of wetland.

PLEASE NOTE: THIS PERMIT VERIFICATION SUPERSEDES THE NOVEMBER 5, 2019 NATIONWIDE PERMIT 18
& 39 VERIFICATIONS.

Applicable Law: Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Rivers and Harbors Act, 33 USC 403)

Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 29 (Residential Developments), NWP 18
(Minor Discharges), and NWP 12 (Utility Line Activities)

SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS

Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated January 21, 2021. 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 authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide 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 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 permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide 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 Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in 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 Samantha Dailey at 919-554-4884 x22 or [e-mail].

Corps Regulatory Official: ___________________________

Date: January 29, 2021
Expiration Date of Verification: March 18, 2022

DAILEY.SAMANT
HA.J.1387567948
DAILEY.SAMANTHA.J.1
387567948
2021.01.29 10:48:53
-05'00'

Action ID Number: SAW-2019-00073 County: NASH

Permittee: Hodge & Morris, LLC (Attn: Mr. Ralph Hodge)

Project Name: Olde Mill Stream

Date Verification Issued: January 29, 2021

Project Manager: Samantha Dailey

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
Raleigh Regulatory Field Office
Attn: Samantha Dailey
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27857

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

SPECIAL CONDITIONS
ACTION ID: SAW-2019-00073
HODGE & MORRIS, LLC
OLDE MILL STREAM

MITIGATION

1. 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.
Special condition regarding compensatory mitigation was included to ensure compliance with 404(b)(1)
guidelines.

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Page 1 of 2 Form Updated 31 January, 2020
Compensatory Mitigation Responsibility Transfer Form

Permittee: Hodge & Morris, LLC Action ID: SAW-2019-00073
Project Name: Olde Mill Stream County: Nash

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 to the U.S. Army Corps of Engineers (USACE) 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 must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not 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 bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington 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: 03020101, Tar-Pamlico River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.087 0.137
*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: 03020101, Tar-Pamlico River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.174 0.156

Mitigation Site Debited: NCDMS
(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 USACE, 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
USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2

Page 2 of 2

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 our website at http://regulatory.usacesurvey.com/ to complete the survey online.

Conditions for Transfer of Compensatory Mitigation Credit:
x Once this document has been signed by the Mitigation Sponsor and the USACE 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.
x Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE 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. 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 the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
x 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 USACE
Project Manager (address below) is provided with a signed copy of this form.
x If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.

Comments/Additional Conditions:

This form is not valid unless signed below by the USACE 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 USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, 3331 Heritage Trade Drive, Suite
105, Wake Forest, NC 27587 (or by email to [e-mail] or [e-mail]).
Questions regarding this form or any of the permit conditions may be directed to the USACE Project Manager below.

USACE Project Manager: Samantha Dailey
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Email: [e-mail]

January 29, 2021
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.
DAILEY.SAMANTHA.J
.1387567948
DAILEY.SAMANTHA.J.1387567
948
2021.01.29 10:50:33 -05'00'
MAJOR SUBDIVISION CONSTRUCTION PLAT
PHASE TWO
OLDE MILL STREAM
Rocky Mount Township
Nash County, North Carolina
DEVELOPER:
HODGE MORRIS, LLC
2101 F. MILLER ROAD
WILSON, NC 27893
PREPARED BY:
BARTLETT ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH
WILSON, NORTH CAROLINA 27893-1726
SP1
CP1
CP2
CP3
CP4
CP5
CP6
CP7
CP8
CP9
CP10
SCM1
SCM2
SCM3
SHEET INDEX
OVERALL SITE PLAN
SHADYBROOK DRIVE
OUTFALL TO POND 1
SHADYBROOK DRIVE
OUTFALL 1 TO POND 2
SANITARY SEWER OUTFALL
SHADY CREST ROAD
SHADY CREST ROAD
SAND PEBBLE PLACE
BUBBLING BROOK LANE
SHADYBROOK COURT
OUTFALL 2 TO POND 2
OVERALL UTILITY PLAN
STORMWATER STRUCTURE & PIPE TABLE
DETAILS
DETAILS
POND 1 DETAILS
POND 2 DETAILS
DRAINAGE AREA TO SCM
APPENDIX A EROSION CONTROL PLAN
: � .r)._ . .et i
•
°%.RT S. B N�;�`�
%%%%%%11111111
SITE DATA:
TOTAL ACREAGE
PHASE 1
PHASE 2
TOTAL NUMBER OF LOTS
PHASE 1
PHASE 2
ROADWAY IMPERVIOUS
PHASE 1
PHASE 2
TOTAL
TOTAL BUA
LOT 1-61
IOT 62-203
TOTAL
OPEN SPACE (LOT 206-207)
PROPOSED IMPERVIOUS
PHASE 1
PHASE 2
TOTAL
PIN NUMBERS
= 95.3 AC.±
= 20.31 AC.±
= 38.42 AC.±
= 61 (INCLUDING SCM LOT 48)
= 142
= 2.42± AC. (105,337± SF)
= 4.05± AC. (176.397± SF)
= 6.47± AC. (281,734± SF)
= 3.25 AC. (141,600± SF)
f
= 12.82 AC. (5581540± SF)
= 31.2± ACRES (INCLUDING SCM'S)
= 5.67 AC. (246,937± SF) (5.95%)
= 13.62 AC. (593,337± SF) (14.29%)
= 19.23 AC. (840,274± SF) (20.24%)
= 383018310386
= 383018311671
umissJ7
_ JB
SHADY CREST ROAD 40
srosiist
172171 . :: :: :: ®
SHADYBROOK COURT
( 45
13S V $4
139
aspp 72B PHASE 2 4 144"�o.� 127 128 ' y
209
OPEN SPACE ®�I� _' ...►d1&
VICINITY MAP
NO SCALE
NOTES:
PRIOR TO RECORDING THE FINAL PLAT, THE FOLLOWING ITEMS WILL NEED TO
BE SUBMITTED TO THE CITY OF ROCKY MOUNT DEPARTMENT OF ENGINEERING:
1. ENGINEER'S CERTIFICATION, RECORD DRAWINGS, AND TAP CARDS
FOR THE PUBLIC SEWER LINES.
2. ENGINEER'S CERTIFICATION, RECORD DRAWINGS, AND SIGNED AND
NOTARIZED OPERATION AND MAINTENANCE AGREEMENT FOR THE
STORMWATER FACILITIES.
3. ENGINEER'S CERTIFICATION, RECORD DRAWINGS, AND FINAL
APPROVAL FROM NCDENR PUBLIC WATER SUPPLY FOR THE PUBLIC
WATERLINES.
4. COPY OF RECEIPT FROM NCDENR FOR FINAL SEWER CERTIFICATION MUST
BE RECEIVED.
5. PDF COPY OF ALL CORRESPONDENCE RELATED TO WATER AND SEWER
PERMIT WITH NCDENR, INCLUDING PLAN SETS AND REVISED PLANS MUST
BE CC'D TO NEGRETE SILVER ® negrete.siivertrockymountnc.gov
(252-972-1127).
THIS PLAN IS VALID FOR 2 YEARS FROM DATE OF APPROVAL BY CITY OF
ROCKY MOUNT.
LOCATION MAP
NO SCALE
NO ADDITIONS, DELETIONS, CHANGES OR MODIFICATIONS WERE MADE TO
THIS PLAN OTHER THAN THOSE REQUESTED BY THE CITY OF ROCKY
MOUNT DEVELOPMENT REVIEW COMMITTEE, OTHER THAN LISTED BELOW:
REVISIONS: A CRM 2ND REVIEW COMMENTS 10/28/2020
REVISIONS: A CRM 1ST REVIEW COMMENTS 10/13/2020
46
4
JJ
ROCKFALL WAY
9 I ID
8
L. t
11
6
12
r
7
48
\
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4
14
/
15
2
1
25
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ZONE R-6 ZONE 0-1
29
24
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\ 17
16 •
OK
SHADYa,O-
( 49
61 \ \/ • 19
60 ' 51
52
56•
1 1
57 ,
/ 56 55
26
27
26
22
19
21
20
207
OPEN SPACE
RIVE
5J
54
•
ZONE R-6 ' ZONE 0-1
moms 4•44
204
•
Certification by the Department of Development Services that this construction plat was approved
by the city planning board on _ day of 20
Director of Development Services
Certification by the City Engineering Department that this construction plat and required
Improvement drawings meet the appropriate city standards.
Director of Engineering
h I
CC
ec
w4t
1n
1/
2
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Li:

LOCATION MAP
NOT TO SCALE
N/F
CHARLES &
MATTIELEEN JOHNSON
DB 947 PG 643
383013037300U
ZONE: A-1
(FARM LAND)
OUTSIDE CITY LIMITS
N/F
HAZEL H. POWELL HEIRS
DB 1134 PG 240
PB 19 PG 103
373900092172U
ZONE: R-30
(RESIDENTIAL)
SITE DATA;
TOTAL AREA
TOTAL NO. OF LOTS
TOTAL LIN. FT. OF ST.
ZONING
BUILDING SETBACKS
PROPOSED LAND USE
OWNER/DEVELOPER
REFERENCE:
TAX MAP:
•
+• + +.I +
+
+++++ ++ + +
+ + }} + + ++++ +1+ ++ + +++++ +
+
\«_ 4 +
+�+ •• +=,•
+ + + + I4 +
+
+ + + + *
++
1- �«* '_
+ ` + + + + + + +
OUTSIDE CITY LIMITS
++I++ +++ + + + +
++AfIRftO)i.+*+ 4+++,
+'1++++.-LLOCADTION + + ++++ +++*+
.1++ +++++*+*+'+++++++++'++ + + ++ + + +4 +++
+1+ +«+++ + + + - -- �+
+_•. r
-,=+ +++++
+++1,-:++++ ++I«+
+A_✓+1+ + + + + + + + ++++ ++++ + ++i + + + +
+ +++ {+I++++ + + +
\ N/F
\\....—•' RODNER P. &
HOL LOMANZIE P.
DB 1561 PG 305
PB 29 PG 335
383017102255
ZONE: R-30
(RESIDENTIAL)
95.3 ACRES±
203
9,092 LF
0-1 & R-6
FRONT
SIDE
STREET SIDE
REAR
SINGLE FAMILY
25'
10'
12.5'
20'
HODGE—MORRIS, LLC
1708 TRAWICK RD, STE 209
RALEIGH, NC 27604
DEED BOOK 2162 PAGE 770
3830-18-31-0386 RECORD # 21760
3830-18-31-1671 RECORD # 21755
N/F ~—
JONATHAN B. WALSTON JENNIFER L. WALSTON
DB 2843 PG 991
PB 39 PG 218
373905108577
ZONE: R-30
(RESIDENTIAL)
NOTE:
AT LEAST ONE (1) LARGE TREE AND ONE (1)
SMALL TREE SHALL BE PROVIDED ON ALL
SINGLE—FAMILY RESIDENTIAL LOTS.
++0t«++
OPEN. +SPh
+ ++ ++
++++++++++
+ +
GRAPHIC SCALE
100 0 50 100
200
N/F
PAUL D. WHITLEY, JR. et al
DB 972 PG 254
383013139352U
ZONE: A-1
(FARM LAND/RESIDENTIAL
USAGE)
� +++*+*+'\
+' +++•\
+ +++ +N.
* +*+ + 4.
+*+ *++ _+'._V.+ ..�
CE4+
+ ++ + + +
+ ++
+
+ ++
,+ + +
+ + + + + , + +++ +++
t.4
+ + + + + + +
+
Czi
OUTSIDE CITY LIMITS
400
( IN FEET )
1 inch = 100 ft.
BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH
WILSON, N.C. 27893-1726
License No. C-1551
TELE: [phone]
FAX: [phone]
www.bartlett.us.com
44.
44.
41.
00.4
\\
•\
•
•
N/F \\—
WINSTEAD FARMS, LLC ---
DB 1835 PG 682 —
373905199138U-...—,-.—
ZONE:
R-30—
i«^++
1+ + ++.,
/t 1.
+ + 41
• .1+* +++ I
+++ +,
+i
1+*+ +++,I
1' ++ '•
+ +i
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««'«. +I
+'
1+++ + /
/'+,. * +
P+ + ++ *i
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/ + + /
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++
++\++++++++++++++++++++++++++++++++++++++
+++++
+ +++++++ + + +++•r••1 4. t +++++..« "r. -4* -tOC I10 10
+ + + + �'+++ + + + + + + + + + + +
NOTE:
TEMPORARY ACCESS ROADS SHALL REMAIN IN PLACE UNTIL
ANOTHER ACCESS POINT HAS BEEN PROVIDED AND APPROVED
BY THE CITY OF ROCKY MOUNT FIRE DEPARTMENT.
++
+ + r—'•
'44_.+�+ *+++*�.*+*
4 4—+
+ +4'
+ + + ++
OVERALL SITE
PLAN
+ + +++
+++++
4 + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + +
+`y.+
+++,
zbN +R+'+*+++'+*+*++2b6"+++ + + +a/+++++
+*.AMEN+SI'AC +*+i.*+*+*+
+r+
+++ .r++
y% '•s'+••"-. +.—+• 4 y.*+ 7 +
F=+= ; +'1++ +
+4� +'1++ +"
+ +*+
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++ +I. + + + + , +•i
+++++1.++' +
++++ +1 + +i+y r + +�
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+ + +++ +++ +++ +
• + + 1 ++++++ ^ +++A 'P 2OX.4+++++++�q++ ,4+++
V +
=r+++/+++++++++++++++LOUAIIO ++ 4' ++ +
• :; 4++ +
:—..4 +++ + + + ,+ +
• ++2++ 3—�_++*+ + ,n +*+
+ + +++++ + ++++++++++ +
+
N/F
FAYE P. CAPPS
NO REFERENCE
383018302307
ZONE: A-1
(VACANT LOT)
OUTSIDE CITY LIMITS
FALL W
RAY 27•e
+9\+1\4�++\i ;. +
*+1*+� ++++\\+*
+ \+ ,\++ 11 ++14++ ;++; +
:\ ++1« ++I«
I+
+ + +
IA
i
+f i +'°•1 + '++*+fioo�. +
+ +++++
=„fed ! +
, 4 + 1 + + + +
Q. +- + +
T+* +
Fib ` + + +
++ + •e•+ +
.1 +1 + ++• 44
+.• +�+* 4
tt/++ +++
4 • + + + <;' + + +v / +++++ ++
+ • + + + +++++ + + + + .,\
+ + + + + ++'+` 4/ +v*+ + + + +'+*+ + + + + + + + + +\.
1
+ t+\+ + + + + + +
* ++
+ .• • +\., ++Zr +�+ ,i + + + ++++ #
+ +fit t+++ APPROX.
+ +I«+`\4` +1LOCATION
•
>+ �,,IY' 100—YR FLOOD
+++ + + +a
;' ++,'; i
++'fir,'\9
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• +// •
• 7
+ ,.
Certification by the Department of Development Services that this construction plat was approved
by the city planning board on day of 20
Director of Development Services
Certlflcatlon by the City Engineering Department that this construction plat and required
Improvement drawings meet the appropriate city standards.
Director of Engineering
OLDE MILL STREAM (PHASE 2)
CITY OF ROCKY MOUNT, NC
DATE: AUGUST 2020
SCALE(HORZ :
1)" = 100'
SCALE(VERT): N/A
REVISIONS:
CRM 1ST REVIEW COMMENTS 10/13/2020
PROJECT: 20-042
CLIENT CODE: RHC
CADFILE: 20042CP7
FIELD BOOK:
DRAWN BY: RF
SURVEY BY: KP, JB
ROCKY
NORTH
PIN #
MOUNT TWNSP
CAROLINA
NASH COUNTY
ZONE: R-6 & 0-1
SHEET SP1
N
O
0
N
9
0
N
O
0 CD
0
i
0
CC
0
0
0
CZ
i
a

® I ,
'r 110
IMO
4110111111-15
WPMv ,
STREAM IMPACT
TEMPORARY
PERMANENT
S1
22.0 LF
78.0 LF
S2
0.0 LF
0.0 LF
S3
40.0 LF
68.0 LF
S4
0.0 LF
0.0 LF
TOTAL
62.0 LF
146.0 LF
4.4
BUFFER IMPACT
TEMPORARY
PERMANENT
B1 ZONE 2
1,175 SF
B2 ZONE 1
547 SF
B2 ZONE 2
409 SF
B3 ZONE 1
2,090 SF
3,830 SF
B3 ZONE 2
363 SF
2,307 SF
B4 ZONE 2
2,127 SF
B5 ZONE 2
4,315 SF
B6 ZONE 2
1,540 SF
B7 ZONE 1
3,780 SF
B7 ZONE 2
3,031 SF
B8 ZONE 1
0 SF
2,051 SF
B8 ZONE 2
0 SF
1,359 SF
TOTAL
10,220 SF
18,704 SF
NOT FOR
CONSTRUCTION
WETLAND IMPACT
TEMPORARY
PERMANENT
PROPOSED
MITIGATION
RATIO
W1
0.007 AC
0.000 AC
N/A
W2
0.018 AC
0.000 AC
N/A
W3
0.011 AC
0.002 AC
2:1
W4
0.011 AC
0.015 AC
2:1
W5
0.022 AC
0.090 AC
2:1
W6
0.000 AC
0.070 AC
1:1
W7
0.006 AC
0.008 AC
1:1
W8
0.000 AC
0.039 AC
1:1
TOTAL
0.075 AC
0.224 AC
GRAPHIC SCALE
1 (615nch 101,
5)a
SAW-2019-00073 & DWR #09-0554 V2
II=III-11
-111_I I I_
WETLAND IMPACT (TEMPORARY)
WETLAND IMPACT (PERMANENT)
INSTALLATION OF
SANITARY SEWER TO BE
COMPLETED BY JACK AND
BORE. NO STREAM
IMPACTS.
BUFFER IMPACT (ZONE 1) — PERMANENT
BUFFER IMPACT (ZONE 1) — TEMPORARY
BUFFER IMPACT (ZONE 2) — PERMANENT
BUFFER IMPACT (ZONE 2) — TEMPORARY
Es)
BARTLETT
ENGINEERING & SURVEYING, PC
1606 NA91 STREET NORTH TEIE (252) 39B-OTO4
M,150N, N.C.2T593-1726 FAX: (252) 366-oea
Lkanas Na C-1551 nn.Dv6Ntuaelm
MODIFICATION TO WETLAND,
STREAM AND BUFFER
IMPACT AREAS OVERALL
MAP
OLDE MILL STREAM
- CITY OF ROCKY MOUNT, NC -
DATE JANUARY 2021
SCALE(HORZ
SCALE(VE1R): N/A
PROJECT: 20-0.
REID RCM
ROCKY MOUNT TAMSP NASH COUNTY
NORTH CAROLINA
REVISIONS:
PIN /
ZONE R-6 do 0-1
SHEET WL1

BUFFER IMPACT
TEMPORARY
PERMANENT
B1 ZONE 2
1,175 SF
B2 ZONE 1
547 SF
B2 ZONE 2
409 SF
B3 ZONE 1
2,090 SF
3,830 SF
B3 ZONE 2
363 SF
2,307 SF
B4 ZONE 2
2,127 SF
B5 ZONE 2
4,315 SF
B6 ZONE 2
1,540 SF
B7 ZONE 1
3,780 SF
B7 ZONE 2
3,031 SF
B8 ZONE 1
0 SF
2,051 SF
B8 ZONE 2
0 SF
1,359 SF
TOTAL
10,220 SF
18,704 SF
NOT FOR
CONSTRUCTION
STREAM IMPACT
TEMPORARY
PERMANENT
S1
22.0 LF
78.0 LF
S2
0.0 LF
0.0 LF
S3
40.0 LF
68.0 LF
S4
0.0 LF
0.0 LF
TOTAL
62.0 LF
146.0 LF
BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH RE [phone]
811506, N.C. 27893-1726 FA10 [phone]
1Axnr No. C-1551 mn.bareett.uo.com
WETLAND IMPACT
TEMPORARY
PERMANENT
PROPOSED
MITIGATION
RATIO
W1
0.007 AC
0.000 AC
N/A
W2
0.018 AC
0.000 AC
N/A
W3
0.011 AC
0.002 AC
2:1
W4
0.011 AC
0.015 AC
2:1
W5
0.022 AC
0.090 AC
2:1
W6
0.000 AC
0.070 AC
1:1
W7
0.006 AC
0.008 AC
1:1
W8
0.000 AC
0.039 AC
1:1
TOTAL
0.075 AC
0.224 AC
SAW-2019-00073 & DWR #09-0554 V2
MODIFICATION TO WETLAND,
STREAM AND BUFFER
IMPACT AREAS -
DETAIL AREA 1
-III=III=11
1�I_III_
Idldltld i:11,1111
WETLAND IMPACT (TEMPORARY)
WETLAND IMPACT (PERMANENT)
BUFFER IMPACT (ZONE 1) — PERMANENT
BUFFER IMPACT (ZONE 1) — TEMPORARY
BUFFER IMPACT (ZONE 2) — PERMANENT
BUFFER IMPACT (ZONE 2) — TEMPORARY
OLDE MILL STREAM
— CITY OF ROCKY MOUNT, NC —
GRAPHIC SCALE
0 DO
DATE JANUARY 2021
900 9(H0R211: -
SCALE(VERT): N/A
RCA510N5:
PROJECT: 03-042
CUEN COOL
FIELD BOOK:
SURVEY BY: KP.03
(wricer )
ROCKY MOUNT TWNSP NASH COUNTY
NORTH CAROUNA
ZONE: R-6 & 0-1
SHEET WL2
PIN
5

BUFFER IMPACT
TEMPORARY
PERMANENT
B1 ZONE 2
1,175 SF
B2 ZONE 1
547 SF
B2 ZONE 2
409 SF
B3 ZONE 1
2,090 SF
3,830 SF
B3 ZONE 2
363 SF
2,307 SF
B4 ZONE 2
2,127 SF
B5 ZONE 2
4,315 SF
B6 ZONE 2
1,540 SF
B7 ZONE 1
3,780 SF
B7 ZONE 2
3,031 SF
B8 ZONE 1
0 SF
2,051 SF
B8 ZONE 2
0 SF
1,359 SF
TOTAL
10,220 SF
18,704 SF
NOT FOR
CONSTRUCTION
INSTALLATION OF
SANITARY SEWER TO BE
�� .. COMPLETED BY JACK AND
,ti-- BORE. NO STREAM
. •�:*. -\\. IMPACTS.
STREAM IMPACT
TEMPORARY
PERMANENT
S1
22.0 LF
78.0 LF
S2
0.0 LF
0.0 LF
S3
40.0 LF
68.0 LF
S4
0.0 LF
0.0 LF
TOTAL
62.0 LF
146.0 LF
BARTLETT
ENGINEERING & SURVEYING, PC
1906 HASH Smtt) NUM 1E1£ [phone]
NILSON. N.C. 27893-1728 FAX [phone]
Bowls* No. C-1551 mbarwAtuaonn
WETLAND IMPACT
TEMPORARY
PERMANENT
PROPOSED
MITIGATION
RATIO
W1
0.007 AC
0.000 AC
N/A
W2
0.018 AC
0.000 AC
N/A
W3
0.011 AC
0.002 AC
2:1
W4
0.011 AC
0.015 AC
2:1
W5
0.022 AC
0.090 AC
2:1
W6
0.000 AC
0.070 AC
1:1
W7
0.006 AC
0.008 AC
1:1
W8
0.000 AC
0.039 AC
1:1
TOTAL
0.075 AC
0.224 AC
SAW-2019-00073 & DWR 409-0554 V2
MODFICATION TO WETLAND,
STREAM AND BUFFER
IMPACT AREAS -
DETAIL AREA 2
�Ilrlll_II
„-III-III_
gin
WETLAND IMPACT (TEMPORARY)
WERAND IMPACT (PERMANENT)
BUFFER IMPACT (ZONE 1) - PERMANENT
BUFFER IMPACT (ZONE 1) - TEMPORARY
BUFFER IMPACT (ZONE 2) - PERMANENT
BUFFER IMPACT (ZONE 2) - TEMPORARY
OLDE MILL STREAM
- CITY OF ROCKY MOUNT, NC -
DATE JNICARY 2021
SCAIE(H0RZ111: - Stl
SCA5ENERT). N/A
RENSIONS:
CM CODE.
GRAPHIC SCALE
ROCKY MOUNT TWNSP NASH COUNTY
NORTH CAROLINA ZONE R-6 & 0-)
PIN A SHEET 1.41_3