20240370 Ver 1_More Info Received_20240514

Soil & Environmental Consultants, Inc.
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone [phone] Fax [phone]
sandec.com
S&EC 13220
May 14, 2024
To: N.C. Division of Water Resources (DWR)
401 & Buffer Permitting Branch
Attn: Stephanie Goss & Sue Homewood
512 North Salisbury Street
1611 Mail Service Center
Raleigh, NC 27699-1611
Cc: U.S. Army Corps of Engineers (USACE), Wilmington District
Washington Regulatory Field Office
Attn: Billy W. Standridge
2407 W. 5"' Street
Washington, NC 27889
* Submitted electronically via email.
From: Bob Zarzecki
Soil & Environmental Consultants, Inc. (S&EC)
Wetlands Department Manager
On behalf of Heidelberg -Materials SE Agg LLC (Applicant)
Re: Responses/Additional Information
DWR Request for Additional Information 04-22-2024
Dear Ms. Goss & Homewood:
On April 23, 2024, we received your letter dated April 22, 2024 requesting additional information to
complete your review of the application submitted on March 12, 2024. Please find below and attached the
additional information that you requested.
DWR Comment 1: If the US Army Corps of Engineers (USACE) requests a response to any
comments received as a result of the Public Notice, please provide the Division with a copy of
your response to the USACE.
Response: Per your request we will provide DWR with a copy of our response(s) to the USACE
for any comments received as a result of the Public Notice. We understand from the USACE that
only one comment was received from the public and that they are currently finalizing their review
of the application and anticipate submitting the public comment along with any request for
additional information that they require to complete their review to us within the next week or so.
Page 1 of 2

• DWR Comment 2: The table of Neuse Buffer Impacts provided on Page 15 and 16 of the
application shows no mitigation amounts required under the column "Required Mitigation':
Please correct this information for our records.
Response: Please find attached an updated "Block 22 — Impacts (acres)" table. The table was
revised to remove all reference to mitigation as this is identified within the Mitigation Plan. The
Neuse Buffer section of this table was also updated to remove the "Existing Pond Overlap 01 "
and "Existing Pond Overlap 02" areas as these areas were mistakenly included and will not be
impacted. The Neuse Buffer section of this table was also updated to remove the "Stream F" area
as this was mistakenly included and is not an impact, but rather the relocated "Proposed Riparian
Buffer".
In reviewing the documents to make the requested changes to the impact table, we discovered an
error in the Neuse Buffer impacts provided on the Phase 2 sheets of the Impact Maps. These have
been corrected in the attached Impact Maps. Please replace the previously provided Impact Maps
with these attached updated "2024.05.07 — Neverson Mine Impacts". The only change is to the
Phase 2 `Existing Pond/Stream "F" Riparian Buffer Impact Areas'.
Finally, the Mitigation Plan was updated to reflect the changes to the impacts discussed above.
Please replace the previously provided Mitigation Plan with the attached "HMNeverson
Mitigation Plan _ (Updated May 2024)". The only change to the Mitigation Plan was a reduction
in the required Neuse Buffer mitigation resulting from the corrected buffer impacts.
In response to DWR Comments 3, 4 & 5, additional information is provided in the attached "Response to
Comments, Preliminary Drawings for the Heidelberg Materials Neverson Quarry, Stream F Buffer
Relocation Plan, Wilson, North Carolina, May 8, 2024" document and updated plans.
Please don't hesitate to contact us if you have any questions or require additional information to complete
your review of the application.
Attachments:
• DWR Request for Additional Information Letter dated April 22, 2024
• Block 22 — Impacts (acres)_(updated May 2024)
• 2024.05.07 — Neverson Mine Impacts
• HM Neverson _ Mitigation Plan _ (updated May 2024)
• Response to Comments, Preliminary Drawings for the Heidelberg Materials Neverson Quarry, Stream F
Buffer Relocation Plan, Wilson, North Carolina, May 8, 2024
Page 2of2

NEVERSON QUARRY EXPANSION
BLOCK SHEETS
BLOCK 22 — Surface Areas of Wetlands and Other
Waters Filled (updated May 2024)
WETLAND IMPACT TABLE
Wetland Impact
Type of -Located
within
Distance to
Area of Impact
Type of
(e.g., forested,
1 00-year
Nearest
Site Number
(indicate on map)
Impact
marsh, herbaceou
IN
Floodplain
Stream
(acres)
... etc.)
(yes/no)
(linear feet)
Fill —
Phase 1 - W8
Temporary
Riparian
No
0'
0.08
Haul Road
Fill —
Phase 1 - W11
Overburden
Riparian
No
> 10'
0.22
Storage
Phase 2 - LW1
Excavation -
Riparian (Linear)
No
> 10'
0.003
Pit Expansion
Phase 2 — W2-W3
Excavation -
Riparian
No
0'
0.98
Pit Expansion
Phase 2 — W5
Excavation -
Riparian
No
> 500'
0.20
Pit Expansion
Total Wetland Impact (acres)
1.403 (permanent)
0.08 (temporary)
* All impacts have been rounded up to the nearest 1/1000 of an acre.
** Proposed temporary impacts for construction of road crossings
STREAM IMPACT TABLE
Average
Area o
Stream ..
.
..
Number.
.- . ..
(linear eet)
(acres
-. ..Before
Impact
Pit Expansion -
Phase 1 — Stream Z
LIT
Stream Relocation -
Perennial
9'
1,438
0.29
Permanent
Phase 1 — Stream Z
LIT
Road Crossing-
Perennial
12'
112
0.03
Temporary
Pit Expansion Stream
Phase 2 — Stream F
LIT
Relocation -
Perennial
7.5'
602
0.1
Permanent
Total Stream Impact (by length and acreage)
2,040 (permanent)
0.42
112 (temporary
* All impacts have been rounded up to the nearest 1/1000 of an acre.
** Proposed temporary impacts for construction of road & utility crossings

NEVERSON QUARRY EXPANSION
BLOCK SHEETS
OPEN WATER IMPACT TABLE
* All impacts have been rounded up to the nearest 1/1000 of an acre.
** Proposed temporary impacts for construction of road crossings
NEUSE BUFFER IMPACTS
EXISTING POND AREA A
EXISTING POND AREA B
EXISTING POND/STREAM F
*Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.

NEVERSON QUARRY EXPANSION
BLOCK SHEETS
JURISDICTIONAL IMPACT SUMMARY
_ 0.39 (Permanent)
0.03 (Temporary)
1.403 (Permanent)
0.08 (Temporary)
• • - • , 6.17 (Permanent)
7.963 (Permanent)
0.11 (Temporary)
2,040 (Permanent)
112 (Temporary)
135,429 (Zone 1)
. , • . • 86,107 (Zone 2)
221,536 (Total)

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LENGTH = 695 FT
AREA = 0.10 AC (4,495 SF)
STREAM 21'
LENGTH = 2,618 FT
AREA = 0.12 AC ISM SF)
STREAM —
LENGTH =1,243 FT
AREA = 0,32 AC (14.073 SF)
OPEN WATER
POND 1 AREA= 7.30 AC (31 S1.1" SF)
POND 3 AREA=2A2 AC (105415 SF)
OPEN WATER(NON-)
POND 4 AREA =0.71 AC (31,207 SF)
WETLAND
AREA = 3 97 AC (173,137 SF)
NO NJURISDICTIONAL WETLANDS
AREA= 0.17 AC (7,405 SF)
O
NOTES:
1. STREAM AND WETLAND LOCATIONS PER SOIL a ENVIRONMENTAL CONSULTANTS, PA. SITE EVALUATION MAP DATED
8/2]/2022.
2. EXISTING TOPO PREPARED BY CONTINENTAL AERIAL SURVEYS, INC.
3. RIPARIAN BUFFERS ALONG STREAMS SHOWN PER NEUSE RIVER RIPARIAN BUFFER RULES.
4. STREAM RELOCATIONS IS WILL COMPLETED IN TWO PHASES IN CONJUNCTION WITH PIT EXPANSION PHASING.
5. EX POND#1 WILL BE DRAINED IN PHASE 2. EX.POND#2 WILL BE CONVERTED TO A SEDIMENT BASIN IN PHASE I.
6. 12WIDE STREAM ACCESS SHELF FOR TEMPORARY CONSTRUCTION AND MAINTENANCE OF STREAM UNTIL
VEGETATION IS ESTABLISHED.
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8/2]I2022.
2. EXISTING TOPO PREPARED BY CONTINENTAL AERIAL SURVEYS, INC.
3. RIPARIAN BUFFERS ALONG STREAMS SHOWN PER NEUSE RIVER RIPARIAN BUFFER RULES.
4. STREAM RELOCATIONS IS WILL COMPLETED IN TWO PHASES IN CONJUNCTION WITH PIT EXPANSION PHASING.
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8. 12WIDE STREAM ACCESS SHELF FOR TEMPORARY CONSTRUCTION AND MAINTENANCE OF STREAM UNTIL
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PHASE 1
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IMPACT LENGTH =1,438 FT
IMPACT AREA= 0.29 AC (12,755 SF)
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RELOCATED AREA = 0.48 AC (21,180 SF)
WETLAND
IMPACT AREA (W8)= 0.08 AC (3,522 SF)
IMPACT AREA (W1 t)= 0.22 AC (9,591 SF)
NONJURISDICTIONAL WETLANDS
IMPACTAREA (W9)=0.16AC(6,895SF)
IMPACT AREA (W10)= 0.009 AD(403 SF)
TEMPORARY STREAM CROSSING 01
IMPACTLENGTH=112FT
IMPACT AREA= 0.03 AC (1,376 SF)
OPEN WATER POND 4 (NONJD)
IMPACT AREA= 011 AC (31,207 SF)
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URISDICTIONAL STREAM (TVP)
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RIPARIAN BUFFER IMPACT AREAS
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ZONE1=2,799SF
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IMPACT AREA M1 = 0.003 AC (133 SF)
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IMPACT AREA WZ-W3 = 0.98 AC (42.878 SF)
IMPACT AREA WS = 0.20 AC (8,8M SF)
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APRIL 2022

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draftineanddefiien@vmai 1. com
SIMS, WILSON COUNTY, NORTH CAROLINA DDS JOB a: 2022-02 JIJ-2023

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RAFTING AND DESIGN �•-i5o
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6728 Carbonton Road STREAM RELOCATION PHASE 2 Reviewed by:
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[phone] phone NEVERSON ROAD Project Number: Date:
draftineanddesien@vmai 1. com
SIMS, WILSON COUNTY, NORTH CAROLINA oos Joe a: zozz-oz JULY 2023

Clean Water Act (CWA) Section 404 & 401 Application
Heidelberg Materials Southeast Agg LLC - Neverson Quarry Expansion Project
7225 Neverson Road, Sims, Wilson County, NC
MITIGATION PLAN
Updated May 2024
Clean Water Act (CWA) Section 404 & 401 Application — MITIGATION PLAN Updated May 2024
Heidelberg Materials Southeast Agg LLC — Neverson Quarry Expansion Project Page 1 of 4
Sims, Wilson County, NC

1. INTRODUCTION
The applicant proposes compensatory mitigation to offset unavoidable adverse impacts
to wetlands, streams and other aquatic resources authorized by Clean Water Act section
404 permit and section 401 water quality certification. This proposed mitigation is
consistent with 40 CFR part 230, Compensatory Mitigation for Losses of Aquatic
Resources, Final Rule (aka "2008 Mitigation Rule") and will satisfy the national goal of
"no net loss" of wetland acreage and function.
2. METHOD TO PROVIDE COMPENSATORY MITIGATION
The 2008 Mitigation Rule allows for three mechanisms for providing compensatory
mitigation. These include in order of preference as established by the regulations: (1)
mitigation banks, (2) in -lieu fee programs, and (3) permittee-responsible mitigation.
Mitigation banks with available credits do exist within the watershed, but do not have
sufficient credits to cover all the required mitigation for the project. The N.C. Division of
Mitigation Services (DMS) in -lieu fee program has sufficient credits to meet all the
required mitigation for the project. As such, permittee-responsible mitigation is not the
preferred option under the regulations to satisfy the required mitigation. The applicant
therefore proposes to purchase mitigation credits from mitigation banks that have
available credits. The applicant proposes to purchase mitigation credits from the DMS in -
lieu fee program to cover the balance of any required mitigation in which the mitigation
banks do not have available credits. Statement of Availability (SOA) letters are attached
for mitigation banks that currently have mitigation credits available and from the DMS in -
lieu fee program.
3. SECTION 404/401 COMPENSATORY MITIGTION
a. MITIGATION PHASING
The applicant proposes to provide the mitigation in two (2) phases as listed in the
tables provided in sections 3.c. and 3.d. below and depicted on the site plans.
The phasing is proposed due to the extended length of time anticipated between
major project elements and associated impacts. Phase 1 will include the
relocation of Stream Z, pit expansion to the southwest, construction of
overburden haul road, and overburden areas 01 and 02. Phase 2 will include the
relocation of Stream F, construction of the new pond berm/dam structure, and pit
expansion to the west. Mitigation payments for Phase 1 will be provided shortly
after permit issuance. Mitigation payments for Phase 2 will be provided prior to
impacts which are anticipated to occur +/- 5 years from permit issuance.
b. MITIGATION RATIOS
The applicant will provide compensatory mitigation for the loss of all jurisdictional
wetlands and streams as listed in the tables provided in sections 3.b. and 3.c
below. The applicant proposes to provide compensatory mitigation at a 2:1 ratio
for the loss of all jurisdictional streams and wetlands except for impacts
associated with the Stream Z relocation. This stream had been previously
relocated during the time of initial pit developed into the straight, riprap lined
Clean Water Act (CWA) Section 404 & 401 Application — MITIGATION PLAN Updated May 2024
Heidelberg Materials Southeast Agg LLC — Neverson Quarry Expansion Project Page 2 of 4
Sims, Wilson County, NC

channel that exists today. As such, the applicant proposes mitigation at a 1:1
ratio of impacts to this modified stream channel.
The applicant does not propose mitigation for temporary stream and wetland
impacts that would not result in a permanent loss (notably those associated with
the temporary haul road). The applicant also does not propose compensatory
mitigation for impacts (temporary or permanent) to jurisdictional open waters
(ponds).
c. PHASE 1 — Mitigation Table
.. MOT111111111,TA nt .. .
Stream Z
stream
1,438 If 1:1 1,438 If
Total Stream 1,438 If
Wetland W11
wetland
0.22 ac
2:1 0.44 ac
Total Wetland 0.44 ac
d. PHASE 2 — Mitigation Table
Phase
WOTUSJJ Impact..Mitigation]
Impact•'
F
Amount
Ratio
(LF)
Stream F
stream 602 If
2:1
1,204 If
Total Stream
1,204 If
Wetland LW1
wetland
0.003 ac
2:1
0.006 ac
Wetland W2/W3
wetland
0.98 ac
2:1
1.96 ac
Wetland W5
wetland
0.2 ac
2:1
0.4 ac
Total Wetland
2.366 ac
4. ADDITIONAL REQUIRED MITIGATION
The following mitigation is required by regulations other than CWA Section 404 & 401.
a. NEUSE BUFFERS [15A NCAC 02B .0714]
All Neuse Buffer impacts depicted in the application are covered under the "Mining
activities" use of the rule [15A NCAC 02B .0714(11)(n)(i) and (ii)]. As such an
Authorization Certificate is required from the N.C. Division of Water Resources for
the proposed impacts per 15A NCAC 02B .0611(b). Mitigation will be provided as
listed in the table below for all "uses" that are designated as "Allowable with
Mitigation Upon Authorization" [15A NCAC 02B .0714(11)(n)(ii)] in conformance with
the Mitigation Program Requirements for Protection and Maintenance of Riparian
Buffers rule (aka "Consolidated Mitigation Rule') [15A NCAC 02B .0295]. Mitigation
will be provided in the form of payment of a compensatory mitigation fee per 15A
NCAC 02B .0295(h)(2).
Clean Water Act (CWA) Section 404 & 401 Application — MITIGATION PLAN Updated May 2024
Heidelberg Materials Southeast Agg LLC — Neverson Quarry Expansion Project Page 3 of 4
Sims, Wilson County, INC

b. PHASE 1 — Neuse Buffer Mitigation Tables
Phase I
Pond - Area A
Zone 1
3,075
Zone
2,581
Total
5,656
Pond - Area B
3,570
3,012
6,582
Total
6,645
5,593
12,238
New Established Buffers
0
0
0
Impacts Requiring Mitigation
6,645
5,593
12,238
Required Buffer Mitigation
19,935
8,389.5
28,324.5
a. PHASE 2 — Neuse Buffer Mitigation Tables
Phase 2
Stream F & Pond
Zone 1
128,784
Zone 2
80,514
Total
209,298
Total
128,784
80,514
209,298
New Established Buffers
28,578
20,885
49,463
Impacts Requiring Mitigation
100,206
59,629
159,835
Required Buffer Mitigation
300,618
89,443.5
390,292.5
Table of Uses 15A NCAC 02B .0714(11)(n) Mining activities:
(n)(i) Mining activities that are covered by the Mining Act provided that new riparian buffers that meet the
requirements of Items (8) and (9) of this Rule are established adjacent to any relocated channels. (Allowable
Upon Authorization)
(n)(ii) Mining activities that are not covered by the Mining Act OR where new riparian buffers that meet the
requirements of Items (8) and (9) of this Rule are not established. (Allowable Upon with Mitigation
Authorization)
Clean Water Act (CWA) Section 404 & 401 Application — MITIGATION PLAN Updated May 2024
Heidelberg Materials Southeast Agg LLC — Neverson Quarry Expansion Project Page 4 of 4
Sims, Wilson County, NC

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MARC itECKTENWALD
Director
NORTH CAROLINA
Environmental Quality
January 30, 2024
Mary Ann Hoerle
Heidelberg Materials Southeast Aggregates, LLC
3825 Barret Drive, Suite 300
Raleigh, INC 27609
Project: Heidelberg Materials Neverson Quarry Expansion
Expiration of Acceptance: 7/30/2024
County: Wilson
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the applicable 404 Permit/401 Certification/Buffer Approval within this time frame,
this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once
DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit
and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid
by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies, dependent on bank
credit availability and may exceed the impact amounts shown below.
River Basin
Impact Location
8-di it HUC
Impact Type
Impact Quantity
Neuse
03020203
Riparian Wetland
Up to 1.483
Neuse
03020203
Warm Stream
Up to 2,040
Neuse
03020203
Riparian Buffer
Up to 88,252@ 1.5:1
Neuse
03020203
Riparian Buffer
Up to 137,056 @ 3:1
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact [e-mail].
Sincerely,
Kelly B. Williams
In -Lieu Fee Program Coordinator
cc: Bob Zarzecki, agent
North Carolina Department of Environmental Quality I Division of Mitigation Services
fk; C0.R[71 IRAAEQ 217 West Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
dft_-t._iR6P7... a f`� 919.707.8976

o terra
PUTTI N G T H E F U T U RE I N YOU R HAN D S
2024
STATEMENT OF
CREDIT AVAILABILTY
We are pleased to provide a comprehensive overview
of the credits and services available to our clients.

STATEMENT OF
CREDIT AVAILABILITY
Dear Mary Anny Hoerle:
December 13, 2023
Mary Anny Hoerle
Heidelberg Materials Southeast Agg, LLC
3825 Barrett Drive, Suite 300
Raleigh, NC 27609
Thank you for your inquiry regarding credit availability,
reservation, and pricing. As you have requested:
• H U C: 03020203-0402
• Bank Name: Kittrell Hill
• Credit Requested: Riparian Buffer Credits
• Credit Amount Requested: 108,412.450 sq ft + 78, 790.850 sq ft
• Case Number: 27-86-6-1
• Credit Price Proposed: - See Email
• Total Amount of the Transaction: See Email
• Credit Release Date: Available Now + 3/1/24
• Credit Reservation held until: N/A
Please let us know if we can be of service; we look forward to
working with you!
Sincerely,
Michael Beinenson
President
Eco Terra LLC
1
www.ecoterra.com

PROJECT SUMMARY
Kittrell Farms Riparian Buffer and Nutrient Offset Mitigation Bank, located
approximately 1.8 miles northeast of Farmville, NC, consists of 16 acres of
formerly -cultivated agricultural land now established as a working forested
riparian corridor. With benefits to both ecology and water quality, this site,
located in the Neuse River Basin, reduces sediment and nutrient inputs with
its buffer restoration areas, featuring permanent seeding, bare root tree
planting, treatment of invasive plant species, and drain tile removal and
grading.
1
www.ecoterra.com

RESPONSE TO COMMENTS
PRELIMINARY DRAWINGS FOR THE
HEIDELBERG MATERIALS NEVERSON QUARRY
STREAM F BUFFER RELOCATION PLAN
WILSON COUNTY, NORTH CAROLINA
Prepared for:
NCDEQ Division of Water Resources (DWR)
Attn: Ms. Sue Homewood
May 8, 2024
S&EC Project No. 13220
o0�oti1lilli!
CA
ASS
REALCL
° 025525
ti
Patrick K. Smith, P.E.®"° K
N.C. License No. 25525 °���ebfla0®\�
Firm License No. F-1523
Soil & Environmental Consultants, Inc.
9412 Falls of Neuse Road, Suite 104, R deigh, NC 276B • Phone [phone] • Fax (919) S46-94 07
sandec.com

RESPONSES TO DWR COMMENTS
(Comments received from Stephanie Goss of NCDEQ-DWR via letter dated 04-22-2024)
S&EC Project No. 13220
May 8, 2024
DWR Comment 3 - The construction sequence for the relocated buffer indicates that matting will be
utilized on slopes exceed 3HAV. The cross section shown on the Proposed Conditions (Stream F)
Sheet 3 of 5 indicates that the designed slopes will be 2HAV. Please clarify.
S&EC Response: Our intent is to utilize erosion control matting on any areas with slopes steeper
than 3H:1V, including graded slopes (vertically above the riprap channel lining) on both sides of
the relocated channel. Erosion control matting may also be utilized on other areas in the vicinity
of the relocated stream which, in the opinion of the engineer, may be subject to concentrated
flow and/or otherwise subject to erosion.
DWR Comment 4 - Please revise the buffer relocation plan to clearly indicate that any erosion
control matting used within the riparian buffer will be biodegradable and will not include nylon mesh.
S&EC Response: Per your comment, we have revised our Buffer Stabilization & Seeding
Specifications drawing sheet to specify the use of fully biodegradable erosion control matting
(no nylon mesh) and wooden eco-stakes in -lieu of metal staples. We have also modified Item 4
of the Construction Sequence drawings sheet. Attached please find a revised Sheets 2 and 5
from our Preliminary Construction Drawings.
DWR Comment S - The Post -relocation Buffer Monitoring Plan appears to incorrectly refer to Stream
Z. Please modify the buffer monitoring plan to include visual monitoring to occur twice annually
during year 2 and 3.
S&EC Response: We have corrected the reference to Stream F in the Post -relocation Buffer
Monitoring Plan. Per your request we have modified the Post -relocation Buffer Monitoring Plan
to include bi-annual monitoring visits (March and September) in the second and third
monitoring years. Attached please find a revised copy of our Post -relocation Buffer Monitoring
Plan.
NOTE: Attached please find an updated copy of our Preliminary Drawings for the Stream F
Buffer Relocation Plan which includes revised versions of Sheets 2 and 5, as described above.
Please note that changes have been made to the Revisions block (located in the bottom right
corner of each plan sheet) indicating that changes have been made to that sheet. For the
convenience of the reviewer changes on these sheets have been "bubbled" in red for ease of
review.
Page 1 of 1

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PROJECT
FLAT
Rock R° AREA
VICINITY MAP
(BAILEY QUADRANGLE)
(SCALE: I " = 2000)
ENVIRONMENTAL DE51GN FIRM:
501L * ENVIRONMENTAL CONSULTANTS, INC
84 12 Falls of NCU5e Road, SUite 104
Raleigh, NC 27G 15
(9 1 9) 84G-5900
PRELIMINARY DRAWINGS fOR TI-1E
HEIDELDERG MATERIALS NEVER50N QUARRY
STREAM f BUFFER RELOCATION PLAN
WIL50N COUNTY, NC
CONTENTS:
1. COVER, CONTENTS * VICINITY MAP
2. CON5TKUCTION SEQUENCE
3. PKOF05ED CONDITIONS (5TKEAM IF)
4. BU SEEK PLANTING 5CH EDU LE5 * PLANTING DETAI L5
5. BUFFEK 5TAB1 LIZATION * SEEDING 5PEC1 EICATION5
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HEIDELBERG MATERIALS 50UTHEA5T AGGREGATES, LLC
PO Box GGO 140
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Dallas, TX 752GG-0140 ° °
[phone]
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PRELIMINARY
NOT RELEASED FOR CONSTRUCTION F�V;Fc

THE FOLLOWING CON5TRUCTION SEQUENCE APPLIES TO THE BUFFER PLANTING ACTIVITIES FOR THE NEVER50N QUARRY
STREAM F BUFFER RELOCATION PROJECT:
1. OBTAIN U5 ARMY CORPS OF ENGI NEER5 (U5ACE), NORTH
CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) DIV15ION OF WATER RESOURCES (DWR) AND
WIL50N COUNTY (If NECESSARY) APPROVAL PRIOR TO
COMMENCING RESTORATION ACTIVITIES.
2. CONTRACTOR TO SCHEDULE AND PERFORM 51TE
WALK-THROUGH WITH CLIENT AND ENGINEER TO REVIEW
PKOF05ED BUFFER PLANTING ACTIVITIE5.
3. ONCE FI NAL GRADE 15 REACH ED, APPLY 501 L
AMENDMENTS A5 NEEDED TO PREPARE FOR SEEDING
AND PLANTING. APPLY TEMPORARY SEED AND BUFFED
SEED MIX TO ENTIRE AREA OF DISTURBANCE WITHIN
P3IJFFFR_ APPI Y.9TPAW MI)I (;H TC) .9ffDfD APfA.9_
IN DISTURBED AREAS WHERE FINAL GRADED SLOPES
EXCEED APPROXIMATELY 3H: I V, IF DEEMED NECESSARY
AND APPROPRIATE BY THE ENGINEER AND/OR WIL50N
COUNTY, THE GROUND 5URI=ACE SHOULD DE STABILIZED
WITH FULLY BIODEGRADABLE (NO NYLON MESH)
MATTING. APPLY TEMPORARY SEED, BUFFER 5EED MIX,
AND MULCH TO ALL DISTURBED BUFFER AREAS PRIOR
TO 11\15TALLATIQN, QF, MATTING , , , , , , , , , , , , ,
5. PERFORM BUFFER PLANTING A5 5PEC1 FI ED . If, BASED
ON 5PEC1 E5 AVAILABILITY, SUBSTITUTIONS IN PLANT
MATERIAL ARE NECESSARY ENGINEER 15 TO BE PROVIDED
WITH PROPOSED SUBSTITUTIONS FOR APPROVAL PRIOR
TO PLANTING. ENGINEER TO BE NOTIFIED PRIOR TO
PLANTING OB5ERVATION TO APPROVE PLANTING BED
CONDITIONS.
G. FIELD ADJUSTMENTS MAY BE MADE BY THE
CONTRACTOR DURING PLANTING ACTIVITIES TO IMPROVE
THE POTENTIAL 5UCCE55 OF THE WOODY PLANTINGS BY
WORKING AROUND EX15TING TREES AND SHRUBS, AND
AREAS OF DENSE HERBACEOUS GROUND COVER.
7. COORDINATE POST -RESTORATION 51TE INSPECTION WITH
THE OWNER, ENGINEER, AND WIL50N COUNTY, IF
NECE55ARY.
CON5TRUCTION SEQUENCE
PRELI M I NARY
NOT RELEASED FOR CONSTRUCTION
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NOTES:
I . SITE DATA INCLUDING PROPERTY BOUNDARY, EXISTING CONTOURS, PROPOSED STREAM F RELOCATION, PROPOSED
GRADING, EXTENT OF PROPOSED RIPRAP LINING, AND RIPARIAN BUFFER BOUNDARIES PROVIDED BY DRAFTING AND \
DESIGN SERVICES, INC. OF SANFORD, NC.
2. BUFFER PLANTING LIMITS APPROXIMATED UTILIZING THE RIPARIAN BUFFER BOUNDARIES AND THE PROPOSED
EXTENT OF GRADING PROVIDED BY DRAFTING AND DESIGN SERVICES, INC. OF SANFORD, NC.
3. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE APPROXIMATE.
RELOCATED STREAM TIE
TO EXISTING STREAM
AT ELEV. 240,50' 1
ZONE I RIPARIAN
BUFFER PLANTING AREA,
24,90G SF (0.57 AC)
IF
1 I�
II�
i I �
/ I
WILLIAMS HC A
WILLIAMS BETTIE JOYNER
(PIN: 27G3-93-2377)
I I
I
ZONE I RIPARIAN
BUFFER BOUNDARY
ZONE 2 RIPARIAN
BUFFER BOUNDARY
I
I
PROPERTY BOUNDARY t-
CURRENT PERMIT LIMIT, TYP.
� 1
BUFFER PLANTING AREA TABLE
ZONE I
ZONE 2
IMPACT AREA
RIPARIAN BUFFER
RIPARIAN BUFFER
STREAM F
24,9 1 1 SF (0.57 AC)
6
NORTH
SCALE I " = 100'
100 50 0 100
CONTOUR INTERVAL = 2'
� 1 IVL
zl
CROSS-SECTION A -A \
\\ \ (LOOKING DOWNSTREAM)
\ \ (NOT TO SCALE) VVV
PROPOSED STREAM
F RELOCATION
(BY OTHERS)
BUFFER
RELOCATION
PLANTING AREA
ZONE I BUFFER
RELOCATION
AREA
ZONE 2 BUFFER
RELOCATION
AREA
NOTE: ZONE I AND ZONE 2 BUFFER RELOCATION AREA5 CON515T
OF EXISTING UNDISTURBED FORESTED AREA.
1
a
PROPOSED EXTENT OF PROPOSED PIT
RIPRAP CHANNEL LINING EXI ANSION AREA
j (BY OTHERS) \
1
i \
�i
I
rhAN50N AGGREGATES
SOUTH EAST
/ (PIN: 2773- 14-255G)
J
/ EXISTING
CONTOURS, TYP.
ti
/ PROPOSED PIT PERIMETER BERM
/ AND STREAM / BUFFER GRADING
I / (BY OTHERS)
RELOCATED STREAM TIE TO PRELIMINARY
EXISTING POND AT ELEV. 234.0'
N/A NOT RELEASED FOR CONSTRUCTION
PROPOSED CONDITIONS (STREAM E)
REVISIONS Project: rroject No.:
NEVER50N QUARRY - STREAM F I3220.D2
--r DESCRIPTION DATE APPP Proj. Mgr.: Drawn:
rOR AGENCY REVIEW :;.:Id BUFFER RELOCATION PLAN Prs ca_
Soil & Environmental Consultants, Inc. Location: Client: 15DELMPG MATERIAL5 Scale:
WILSON CO., NC SOUTHEAST AGG LLC I" = 100'
8412 Falls of Neuse Rd., Suite 104 •Raleigh, North Carolina 27615 •Phone: [phone] Fax: [phone] Sheet Title: Sheet No.:
www.SandEC.cona
2024 Soil& Environmental Consultants, Inc. N.C. FIRM LICENSE NO. F-1523 PROPOSED CONDITIONS (STREAM F) 3 OF 5

BUFFER PLANTING SCHEDULES
TREES SPECIES (8-foot X 8-foot spacing) - Min. 5 Species (including 2 Understory Species)
SPECIES
COMMON NAME
TOTAL #
SIZE
Plantanus ocadentalis
American Sycamore
TBD
Bare Root Seedlings
***Ilex opaca
American Holly
TBD
Bare Root Seedlings
Acer rubrum
Red Maple
TBD
Bare Root Seedlings
Pinus taeda
Loblolly Pine
TBD
Bare Root Seedlings
***Diospyros virgmiana
Common Persimmon
TBD
Bare Root Seedlings
briodendrol tulipfera
Tulip Poplar
TBD
Bare Root Seedlings
Betula nigra
River Birch
TBD
Bare Root Seedlings
***Gems canadensis
Eastern Redbud
TBD
Bare Root Seedlings
Magnolia vrgniana
5weetbay Magnolia
TBD
Bare Root Seedlings
TOTAL
234
Understory Tree Species
STREAM CENTERLINE TOP OF BANK
TYPICAL BUFFER PLANTING LAYOUT
(NOT TO SCALE)
SHRUB SPECIES (8400t X 8400t spacing) - Min. 4 Species
SPECIES
COMMON NAME
TOTAL #
SIZE
Sambucus canadensis
American Elderberry
TBD
Bare Root Seedlings
Cornua amomum
Silky Dogwood
TBD
Bare Root Seedlings
Symplocos tinctoria
Common 5weetleaf
TBD
Bare Root Seedlings
Vaccmium corymbosum
Highbush Blueberry
TBD
Bare Root Seedlings
Viburnum nudum
Possumhaw Viburnum
TBD
Bare Root Seedlings
Viburnum recogrntum
Northern Arrowwood
TBD
Bare Root Seedlings
Lmdera benzoin
5p1ceb1J5h
TBD
Bare Root Seedlings
TOTAL
56
NOTES:
1. TREE AND SHRUB PLANTINGS TO BE RANDOMLY INTERMIXED AND PLANTED TO A 8' X 8' GRIDDED SPACING FOR
PLANTED DENSITY OF 680 STEMS PER ACRE.
2. TREE AND SHRUB SPECIES TO BE PLANTED WITH AN APPROXIMATE PLANTING RATIO OF GO PERCENT TREES AND 40
PERCENT SHRUBS.
3. OVERALL TREE / SHRUB DENSITY IN BUFFER RESTORATION AREA TO REMAIN NOT LE55 THAN 320 STEMS/ACRE AT
MATURITY.
4. BUFFER PLANTING AS PROPOSED CONSISTS OF INSTALLATION OF BARE ROOT SEEDLINGS AT DENSITIES DESCRIBED.
5. ALL PLANT MATERIAL SUBSTITUTIONS TO BE APPROVED IN ADVANCE BY THE ENGINEER.
OPEN PLANTING HOLE WITH PLACE BARE -ROOT CL05E HOLE WITH SHOVEL
SHOVEL OR AUGER SEEDLING IN HOLE- OR AUGER, NO AIR SPACE
ROOT COLLAR AT SURFACE AROUND ROOTS
O O O
BARE -ROOT SEEDLING PLANTING DETAIL (TYP.)
(NOT TO SCALE)
BU 1=I=ER PLANTING 5C1-1 EDU LES * PLANTING DETAILS
PRELI M I NAKY
NOT RELEASED FOR CONSTRUCTION
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TEMPORARY SEEDING SPECIFICATIONS
GENERAL
ALL DENUDED AREAS SHALL BE TEMPORARILY SEEDED. SEEDING AND MULCHING
SHALL BE DONE IMMEDIATELY FOLLOWING COMPLETION OF GRADING.
SEEDING
SEEDING DATES SEEDING SPECIES RATE (LBS/ACRE)
MAY I -AUG. 15 GERMAN MILLET 10
AUG. 15 - MAY I RYE (GRAIN) 30
MULCH
MULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATE OF 2
BALES PER 1,000 SF. NO ASPHALT SHALL BE USED FOR TACKING.
NAAINITFNIANI(-F
RESEED AND MULCH AS REQUIRED TO MAINTAIN VIGOROUS TEMPORARY
VEGETATIVE COVER FOLLOWING CONSTRUCTION.
NATIVE RIPARIAN BUFFER SEED MIX
3' BOTH 3BOTH
DIRECTIONS DIRECTIONS
BIODEGRADABLE ECO-STAKE
BIODEGRADABLE EROSION
CONTROL MATTING
BIODEGRADABLE ER0510N
CONTROL MATTING, ANCHOR
IN TRENCH @ BOTH TOP AND
BOTTOM EDGE5
BIODEGRADABLE EROSION CONTROL MATTING ANCHORING DETAIL
(NOT TO SCALE)
NOTES:
I . DISTURBED AREAS WITH SLOPES OF 3H: I V OR STEEPER SHALL BE
STABILIZED WITH FULLY BIODEGRADABLE (NO NYLON MESH) MATTING.
2. INSTALL EROSION CONTROL MATTING IN AREAS OF CONCENTRATED
FLOW AND/OR SUBJECT TO EROSION AS DIRECTED BY THE ENGINEER.
PLANT SPECIES IN BUFFER SEED MIX MAY INCLUDE BUT ARE NOT LIMITED TO:
• Virginia Wild Rye (Elymu5 virgirucu5) • Deer Tongue (Ponicum clanclestmum) BIODEGRADABLE
• Soft Rush Qvr7cu5 effusus) • Big Bluestein (Andropogon gerardii) ECO-STAKE I\,
• 5witchgrass (Panicum virgatum) • Awned Barnyard Grass (Echmochloa muricata)
• Creeping Bentgrass (Agrostis stolonifera) • Little Bluestein (Schizachyrium scoparium) \
1 2'' MIN.
• Black -Eyed Susan (RucIbeckia hirta) • Indian Grass (Sorghastrum nutans)
• Coreopsis (Coreop5i5 lanceolata) • Gamma (Tripsacum ciactyloides)
NOTES:
1. ALL AREAS WITHIN BUFFER RESTORATION AREA TO BE SEEDED WITH TEMPORARY SEED AT
RATE5 PER SPECIFICATIONS.
2. ALL AREAS WITHIN BUFFER RESTORATION AREA TO BE SEEDED WITH NATIVE RIPARIAN
BUFFER SEED MIX PER AT A RATE OF 15 LBS/ACRE.
BIODEGRADABLE ECO-STAKE DETAIL
(NOT TO SCALE)
BUFFER 5TA15ILIZATION * SEEDING SPECIFICATIONS
PRELI M I NAKY
NOT RELEASED FOR CONSTRUCTION
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Soil & Environmental Consultants, Inc. S&EC Project Number 13220.D2
Neverson Quarry — Stream F Buffer Relocation Monitoring Plan May 8, 2024
Post -relocation Buffer Monitoring Plan
As required by the U.S. Army Corps of Engineers (USACE) and the North Carolina Division of
Water Resources (DWR), Soil & Environmental Consultants, Inc. (S&EC) proposes to monitor the
relocated riparian buffer along the western side of Stream F on the Neverson Quarry property in
Wilson County, NC, as described below.
Post -relocation buffer monitoring will be qualitative in nature and will include a general visual
assessment of the overall stability of the relocated buffer area, as well as the immediately
adjacent slopes and upland areas. Following the completion of relocation planting activities
S&EC will establish representative photo points throughout the relocated buffer area to
document baseline (post -relocation) conditions. Photo points will document the stabilization
and buffer planting activities at key locations and will allow for visual comparison of the
relocation success between scheduled site monitoring visits. A visual assessment will be made
in the vicinity of select photo points to evaluate the general success of tree and shrub buffer
plantings.
The location of each photo point will be marked in the field with a flagged and number wooden
construction stake, located using handheld GPS, and identified on a site map that will be
provided with each annual monitoring report. The exact location and number of photo points
will be determined by the design engineer during the initial site monitoring visit. During each
subsequent monitoring visit, photos will be taken in approximately the same location and
direction as the baseline monitoring photos to allow for quarter -to -quarter or year-to-year
comparison of site conditions.
The relocated buffer areas will be monitored for a period of up to three (3) years following the
completion of the required buffer relocation activities. Site monitoring visits will be conducted
on a quarterly basis for the first year (March, June, September, December, as appropriate
depending on when planting and stabilization activities are completed), and bi-annually for the
second and third years (March and September). Monitoring reports will include a brief
narrative describing the observed conditions of the relocated buffer areas during the
monitoring year, site photographs and the photo points map, and a summary of any areas of
instability identified during the prior year and what if any repairs were performed, and an
opinion of overall buffer relocation success to date.
Reports will be submitted via email to the USACE and DWR on an annual basis no later than
December 31s' of each monitoring year. At any point during the monitoring period, if site
restoration activities are deemed successful by S&EC, the applicant may request that USACE and
DWR allow for the cessation of monitoring activities.
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