20080499 Ver 3_More Info Received_20181231

Homewood, Sue
From:Brad Luckey <[e-mail]>
Sent:Friday, December 28, 2018 4:04 PM
To:Homewood, Sue; [e-mail]
Cc:Bret Berger; Loyd Johnson; Brian Hall; Bryan Hedgecock
Subject:RE: \[External\] RE: TBP Stream Restoration
Attachments:SAMET_TDO_ Fourth Amendment to Declaration.DOCX; 70528
_ConservationAreas_Preliminary_2018-12-17.pdf
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attachment to Report Spam.<mailto:[e-mail]>

David,

Please find the attached amendment to recorded conservation and accompanying survey maps. If you have any
concerns, then please let us know. Thanks and hope you have a good weekend.

Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenviro.com
[e-mail]

-----Original Message-----
From: Brad Luckey
Sent: Friday, November 30, 2018 1:20 PM
To: 'Homewood, Sue' <[e-mail]>; [e-mail]
Cc: Bret Berger <[e-mail]>; Loyd Johnson <[e-mail]>; Brian Hall
<[e-mail]>; Bryan Hedgecock <[e-mail]>
Subject: RE: \[External\] RE: TBP Stream Restoration

David and Sue,

The wetland restoration activities at TBP, including planting woody species has been completed in full. As I have
discussed with each of you separately, I intend to complete annual monitoring of the stream and wetland restoration
areas simultaneously (i.e. together) vs. two separate events. Likely, we will split the difference of the stream and
wetland restoration completion dates, which would mean the annual field monitoring would occur sometime in and
around September 2019. If this will be a problem, then let me know.

Additionally, the applicant is aware of further obligations to close out the NOV, including annual monitoring and
providing the draft revised conservation easement to the USACE for review within the next 30 days.

Thank you for your assistance.

1

Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenviro.com
[e-mail]

-----Original Message-----
From: Homewood, Sue \[mailto:[e-mail]\]
Sent: Thursday, November 15, 2018 12:45 PM
To: [e-mail]; Brad Luckey <[e-mail]>
Cc: Bret Berger <[e-mail]>; Loyd Johnson <[e-mail]>; Brian Hall
<[e-mail]>; Bryan Hedgecock <[e-mail]>
Subject: RE: \[External\] RE: TBP Stream Restoration

DWR agrees

Thanks,

Sue Homewood
Division of Water Resources, Winston Salem Regional Office Department of Environmental Quality

336 776 9693 office
336 813 1863 mobile
[e-mail]

450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105

Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.

-----Original Message-----
From: Bailey, David E CIV USARMY CESAW (US) <[e-mail]>
Sent: Wednesday, November 14, 2018 7:54 AM
To: Brad Luckey <[e-mail]>; Homewood, Sue <[e-mail]>
Cc: Bret Berger <[e-mail]>; Loyd Johnson <[e-mail]>; Brian Hall
<[e-mail]>; Bryan Hedgecock <[e-mail]>
Subject: RE: \[External\] RE: TBP Stream Restoration

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attachment to Report Spam.<mailto:[e-mail]>

Another reasonable request, Brad. The Corps agrees to extend the completion deadline to December 1, 2018. Thanks.
-Dave Bailey
2

---
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]

We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

-----Original Message-----
From: Brad Luckey \[mailto:[e-mail]\]
Sent: Tuesday, November 13, 2018 4:42 PM
To: Homewood, Sue <[e-mail]>; Bailey, David E CIV USARMY CESAW (US)
<[e-mail]>
Cc: Bret Berger <[e-mail]>; Loyd Johnson <[e-mail]>; Brian Hall
<[e-mail]>; Bryan Hedgecock <[e-mail]>
Subject: \[Non-DoD Source\] RE: \[External\] RE: TBP Stream Restoration

David and Sue-- The wetland restoration areas have been restored to pre-con grades and seeded with herbaceous
wetland mix. However, it is entirely too wet to attempt planting container plants. Planting contractor is planning to be
on-site beginning of next week. So, we request another extension until December 1, 2018. Let me know if that will be a
problem. Thanks.

Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
Blockedwww.pilotenviro.com
[e-mail]

-----Original Message-----
From: Brad Luckey
Sent: Wednesday, October 31, 2018 8:38 AM
To: 'Homewood, Sue' <[e-mail]>; [e-mail]
Cc: Bret Berger <[e-mail]>; Loyd Johnson <[e-mail]>; Brian Hall
<[e-mail]>; Bryan Hedgecock <[e-mail]>
Subject: RE: \[External\] RE: TBP Stream Restoration

David and Sue,

The sediment basins have been closed by DENR and wetland restoration activities to restore wetland grade has been in
process for approximately 2 weeks. The up-gradient wetland has been restored to grade (PVC pipe removed) and is
3

ready for planting and the down-gradient wetland is expected to be returned to grade by EOD or tomorrow. Tentative
schedule for herbaceous seed mix planting is Thursday and container plants Monday, 11/5. Planting is contractor
schedule dependent, but the applicant is aware of the urgency to get the plantings completed as quickly as possible. I
will follow up upon completion of final grade restoration of down-gradient wetland, herbaceous and container
plantings; however, we request an extension of 2 weeks to get these activities completed as it cannot be completed
within previously requested schedule. Please confirm that both agencies are amendable to this request or please let me
know if either have any concerns. Thank you for your assistance.

Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
Blockedwww.pilotenviro.com
[e-mail]

-----Original Message-----
From: Homewood, Sue \[mailto:[e-mail]\]
Sent: Monday, September 10, 2018 8:03 AM
To: [e-mail]; Brad Luckey <[e-mail]>
Cc: Bret Berger <[e-mail]>; Loyd Johnson <[e-mail]>; Brian Hall
<[e-mail]>; Bryan Hedgecock <[e-mail]>
Subject: RE: \[External\] RE: TBP Stream Restoration

The Division is in agreement with the new timeline proposed.

Thanks,

Sue Homewood
Division of Water Resources, Winston Salem Regional Office Department of Environmental Quality

336 776 9693 office
336 813 1863 mobile
[e-mail]

450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105

Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.

-----Original Message-----
From: Bailey, David E CIV USARMY CESAW (US) <[e-mail]>
Sent: Tuesday, September 4, 2018 1:25 PM
To: Brad Luckey <[e-mail]>; Homewood, Sue <[e-mail]>
Cc: Bret Berger <[e-mail]>; Loyd Johnson <[e-mail]>; Brian Hall
<[e-mail]>; Bryan Hedgecock <[e-mail]>
Subject: RE: \[External\] RE: TBP Stream Restoration
4

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attachment to Report Spam.<mailto:[e-mail]>

Thanks as always for the coordination and update, Brad.

The Corps is amenable to your request. As such, the following items must be completed by September 30, 2018:

1) The portions of the sediment basins on the up and downstream side of the road within the originally delineated
wetland areas still must be removed, graded, prepared, and seeded per Plan Sheets C1.2 and C1.3 of the approved
restoration plan;

2) Previously graded wetland restoration areas on the upstream side of the road will require additional
grading/seeding where a pvc pipe currently dewaters the sediment basin.

3) Previously graded wetland restoration areas on the downstream side of the road will require additional grading to
ensure appropriate hydrology concurrently with item 1) above. This area appears to be too high and elevation. To
ensure restoration success, I suggest that you use a reference elevation in the existing wetland forest adjacent to this
area. Brad Luckey (Pilot Environmental) can provide specific guidance on this topic. Further, the sump within the
wetland area should be removed and restored for compliance and safety purposes;

Any requests to alter the completion timeframes for the stream and wetland restoration activities are subject to
approval from U.S. Army Corps of Engineers, Wilmington District, Raleigh Regulatory Field Office (Corps); such requests
must be sent in writing including justification that meeting such timeframes is not practicable. Please also recall the
October 31, 2018 deadline for planting woody species in wetland restoration areas, as well as the requirement to amend
the recorded Conservation Areas (see item v on our December 19, 2017 letter). Please let me know if you have any
questions.

-Dave Bailey

---
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]

We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: Blockedhttp://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

-----Original Message-----
From: Brad Luckey \[mailto:[e-mail]\]
Sent: Tuesday, September 4, 2018 7:46 AM
To: Homewood, Sue <[e-mail]>; Bailey, David E CIV USARMY CESAW (US)
<[e-mail]>
5

Cc: Bret Berger <[e-mail]>; Loyd Johnson <[e-mail]>; Brian Hall
<[e-mail]>; Bryan Hedgecock <[e-mail]>
Subject: \[Non-DoD Source\] RE: \[External\] RE: TBP Stream Restoration

David and Sue,

I hope you both are well and had an enjoyable long holiday weekend. The work at TBP road crossing is nearing
completion; however, is still on-going and the sediment basins have still not been closed out by DEMLR. As such, the
applicant requests an extension to September 30, 2018 to complete the wetland restoration. Please let me know if this
will be a problem.

Additionally, I have included a picture of the field conditions of the rip-rap beneath the culvert following maintenance to
ensure aquatic passage as requested previously. This was the only picture that I was able to recover from my phone, but
if you need more then let me know and we can oblige.

Thanks.

Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
BlockedBlockedwww.pilotenviro.com
[e-mail]

-----Original Message-----
From: Homewood, Sue \[mailto:[e-mail]\]
Sent: Tuesday, July 31, 2018 11:47 AM
To: [e-mail]; Brad Luckey <[e-mail]>
Cc: Bret Berger <[e-mail]>; Loyd Johnson <[e-mail]>; Brian Hall
<[e-mail]>
Subject: RE: \[External\] RE: TBP Stream Restoration

DWR agrees with the request for the extended completion date.

Thanks,

Sue Homewood
Division of Water Resources, Winston Salem Regional Office Department of Environmental Quality

336 776 9693 office
336 813 1863 mobile
[e-mail]

450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105

6

Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.

-----Original Message-----
From: Bailey, David E CIV USARMY CESAW (US) \[mailto:[e-mail]\]
Sent: Tuesday, July 31, 2018 7:52 AM
To: Brad Luckey <[e-mail]>; Homewood, Sue <[e-mail]>
Cc: Bret Berger <[e-mail]>; Loyd Johnson <[e-mail]>; Brian Hall
<[e-mail]>
Subject: RE: \[External\] RE: TBP Stream Restoration

CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an
attachment to Report Spam.<mailto:[e-mail]>

Thanks for the update, Brad. Could you send pictures of the re-worked rip rap pad?

The Corps is amenable to your request. As such, the following items must be completed by August 31, 2018:

1) Sediment basins on the up and downstream side of the road are still in place. The portions of these basins within
the originally delineated wetland areas still must be removed, graded, prepared, and seeded per Plan Sheets C1.2 and
C1.3 of the approved restoration plan;

2) Previously graded wetland restoration areas on the upstream side of the road will require additional
grading/seeding where a pvc pipe currently dewaters the sediment basin.

3) Previously graded wetland restoration areas on the downstream side of the road will require additional grading to
ensure appropriate hydrology concurrently with item 1) above. This area appears to be too high and elevation. To
ensure restoration success, I suggest that you use a reference elevation in the existing wetland forest adjacent to this
area. Brad Luckey (Pilot Environmental) can provide specific guidance on this topic. Further, the sump within the
wetland area should be removed and restored for compliance and safety purposes;

Any requests to alter the completion timeframes for the stream and wetland restoration activities are subject to
approval from U.S. Army Corps of Engineers, Wilmington District, Raleigh Regulatory Field Office (Corps); such requests
must be sent in writing including justification that meeting such timeframes is not practicable. Please also recall the
October 31, 2018 deadline for planting woody species in wetland restoration areas, as well as the requirement to amend
the recorded Conservation Areas (see item v on our December 19, 2017 letter). Please let me know if you have any
questions.

-Dave Bailey

---
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
7

Email: [e-mail]

We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: BlockedBlockedhttp://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

-----Original Message-----
From: Brad Luckey \[mailto:[e-mail]\]
Sent: Tuesday, July 31, 2018 6:23 AM
To: Bailey, David E CIV USARMY CESAW (US) <[e-mail]>; Homewood, Sue
<[e-mail]>
Cc: Bret Berger <[e-mail]>; Loyd Johnson <[e-mail]>; Brian Hall
<[e-mail]>
Subject: \[Non-DoD Source\] RE: \[External\] RE: TBP Stream Restoration

Good Morning David and Sue,

I wanted to provide you a status update of the restoration activities at TBP. The rip-rap dissipater has been re-worked in
the field to provide aquatic passage by burial of rip-rap to allow for aquatic passage. The sediment basins within the
wetland restoration area have not yet been closed out with NCDEQ-DEMLR. As such, restoration of grade of the
wetland area cannot be completed yet and we request an extension to August 31, 2018 for restoration of grades within
the wetlands. Please let me know if this will be an issue. Thank you for your assistance.

Sincerely,

Bradley S. Luckey, PWS

336.708.4997 (c)

336.310.4527 (o)

PO Box 128

Kernersville, NC 27285

BlockedBlockedwww.pilotenviro.com <BlockedBlockedBlockedhttp://www.pilotenviro.com/>

[e-mail] <mailto:[e-mail]>

From: Bailey, David E CIV USARMY CESAW (US) \[mailto:[e-mail]\]
Sent: Friday, June 29, 2018 10:14 AM
To: Brad Luckey <[e-mail]>; Bret Berger <[e-mail]>
Cc: Homewood, Sue <[e-mail]>
Subject: RE: \[External\] RE: TBP Stream Restoration

8

Brad,

Thank you for meeting me and Sue Homewood (NCDWR) on site yesterday to review the stream/wetland restoration
progress at Triad Business Park. Based on the site visit, the stream restoration sections are complete, including
structures, matting, and planting. The stream restoration looks good, including the additional log vein structure on the
upstream end of the culvert, and live stakes appear to be growing well. Wetland grading and seeding has taken place in
a portion of the restoration area. As discussed, the rip rap pad on the downstream end of the culvert requires work,
given that the stream flows below the rip rap and does not allow for aquatic life passage. I have included a list of items
to complete below:

1) Sediment basins on the up and downstream side of the road are still in place. The portions of these basins within
the originally delineated wetland areas still must be removed, graded, prepared, and seeded per Plan Sheets C1.2 and
C1.3 of the approved restoration plan no later than July 31, 2018. Any requests to alter the completion timeframes for
the stream and wetland restoration activities are subject to approval from U.S. Army Corps of Engineers, Wilmington
District, Raleigh Regulatory Field Office (Corps); such requests must be sent in writing including justification that meeting
such timeframes is not practicable;

2) Previously graded wetland restoration areas on the upstream side of the road will require additional
grading/seeding where a pvc pipe currently dewaters the sediment basin.

3) Previously graded wetland restoration areas on the downstream side of the road will require additional grading to
ensure appropriate hydrology concurrently with item 1) above. This area appears to be too high and elevation. To
ensure restoration success, I suggest that you use a reference elevation in the existing wetland forest adjacent to this
area. Brad Luckey (Pilot Environmental) can provide specific guidance on this topic. Further, the sump within the
wetland area should be removed and restored for compliance and safety purposes;

4) The rip rap pad placed downstream of the culvert uses rocks that are too large and above grade to allow aquatic
life passage through this area. A thalweg should be established through the rip rap pad area for low flow of the stream
channel. In order to allow aquatic life passage, rip rap within the thalweg should be imbedded in the sediment.

These activities must be complete no later than July 31, 2018 as referenced above. Please also recall the October 31,
2018 deadline for planting woody species in wetland restoration areas, as well as the requirement to amend the
recorded Conservation Areas (see item v on our December 19, 2017 letter). Please let me know if you have any
questions.

-Dave Bailey

---

David E. Bailey, PWS

9

Regulatory Project Manager

US Army Corps of Engineers

CE-SAW-RG-R

3331 Heritage Trade Drive, Suite 105

Wake Forest, North Carolina 27587

Phone: [phone], Ext. 30.

Fax: [phone]

Email: [e-mail] <mailto:[e-mail]>

We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: BlockedBlockedBlockedhttp://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

Thank you for taking the time to visit this site and complete the survey.

-----Original Message-----
From: Bailey, David E CIV USARMY CESAW (US)
Sent: Wednesday, March 28, 2018 10:57 AM
To: 'Brad Luckey' <[e-mail] <mailto:[e-mail]> >
Cc: Bret Berger <[e-mail] <mailto:[e-mail]> >; Homewood, Sue
<[e-mail] <mailto:[e-mail]> >
Subject: RE: \[External\] RE: TBP Stream Restoration

Brad,

You request for a time extension to complete the wetland restoration component of work required at Triad Business
Park is grated. Specifically, based on the justification you provided:

1) stream restoration grading, structure installation, stabilization, and planting must be complete no later than May 2,
2018;

2) all components of the wetland restoration (i.e. grading/soil amendments/temporary seeding, etc.), with the exception
of planting woody species, must be completed no later than July 31st;

10

3) planting of woody species in wetlands must be completed no later than October 31st.

As such, item ii) on our December 19, 2017 letter is revised to state:

"Stream restoration grading, structure installation, stabilization, and planting must be complete no later than May 2,
2018. Wetland restoration grading, stabilization, and temporary seeding must be complete no later than July 31, 2018.
Planting of woody wetland species must be complete no later than October 31, 2018. Any requests to alter the
completion timeframes for the stream and wetland restoration activities are subject to approval from U.S. Army Corps
of Engineers, Wilmington District, Raleigh Regulatory Field Office (Corps); such requests must be sent in writing including
justification that meeting such timeframes is not practicable;"

Please let me know if you have any questions.

‐Dave Bailey

---

David E. Bailey, PWS

Regulatory Project Manager

US Army Corps of Engineers

CE-SAW-RG-R

3331 Heritage Trade Drive, Suite 105

Wake Forest, North Carolina 27587

Phone: [phone], Ext. 30.

Fax: [phone]

Email: [e-mail] <mailto:[e-mail]>

We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: BlockedBlockedBlockedhttp://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

Thank you for taking the time to visit this site and complete the survey.

11

-----Original Message-----

From: Brad Luckey \[mailto:[e-mail]\]

Sent: Thursday, March 22, 2018 2:03 PM

To: Bailey, David E CIV USARMY CESAW (US) <[e-mail]
<mailto:[e-mail]> >; Homewood, Sue <[e-mail]
<mailto:[e-mail]> >

Cc: Bret Berger <[e-mail] <mailto:[e-mail]> >

Subject: \[Non-DoD Source\] RE: \[External\] RE: TBP Stream Restoration

David and Sue,

I just spoke to Bret and wanted to provide a more detailed time line and understanding of the stream and wetlands
restoration. Riverworks was supposed to begin the stream restoration on March 12, but has been pushing the schedule
back due to personnel being tied up on a restoration in SC that is being slowed by rainfall. Riverworks has said that they
tentatively think that the stream restoration activities will being on 4/2. Understand this may still get delayed if it
continues raining 3-4 days a week and Riverworks cannot finish their SC restoration. However, if it is delayed again, we
would think that it would only be a week or two more before they begin the stream restoration. We are anticipating the
stream restoration to take 1-2 weeks to complete.

Once the stream restoration is completed and flow re-directed into the culvert, then grading and backfilling of the
culvert can occur. As referenced by Bret's earlier email, they are actively moving dirt now in areas that they can and are
very eager to have the crossing functioning for upcoming Phase II occupants. We anticipate backfill and final grading to
be completed sometime in May to maybe June. It will take a couple of weeks for permanent vegetation to get
established to close out the grading permit and S&EC devices. We are thinking that once all this occurs (likely sometime
as early as May to as late as July), then the wetlands restoration would commence and then planting woodies would be
in the fall. Initial restoration efforts would include restoring pre-disturbance grade (i.e. hydrologic function) and
herbaceous seeding. Planting containerized plants would be at a better time of year for plant mortality and would be
conducted likely in mid to late October.

I think that there was some earlier confusion (and likely rightly so) about why the initial wetland restoration date (i.e.
end of October) was referenced. I was really only considering when the last part of the restoration (planting woodies)
would be finished and that was the reasoning for the proposed final wetlands restoration date. I hope that this clears up
any miss understanding.

12

Sincerely,

Bradley S. Luckey, PWS

336.708.4997 (c)

336.310.4527 (o)

PO Box 128

Kernersville, NC 27285

BlockedBlockedBlockedBlockedwww.pilotenviro.com

[e-mail] <mailto:[e-mail]>

-----Original Message-----

From: Brad Luckey

Sent: Thursday, March 22, 2018 8:41 AM

To: 'Bailey, David E CIV USARMY CESAW (US)' <[e-mail]
<mailto:[e-mail]> >; Homewood, Sue <[e-mail]
<mailto:[e-mail]> >

Cc: Bret Berger <[e-mail] <mailto:[e-mail]> >

Subject: RE: \[External\] RE: TBP Stream Restoration

David and Sue,

Please refer to restoration sequence of the agency approved restoration plan. Due to the location of the wetland
restoration area, the culvert must be backfilled and stabilized to close out sediment basins located in the wetland
restoration area. If the wetland restoration was staged such that the areas outside of the sediment basins within the
wetland restoration area were graded and seeded prior to closing the sediment basins, then machinery would be
working in the restored/seeded wetland to remove the sediment basins. This would likely result in greater restoration
efforts/soil amendments/tillage, etc. to remove the sediment basins and could jeopardize the overall success of the
wetland restoration. The wetland restoration was staged like this to specifically limit the amount of machinery in the
wetland restoration area. Let me know if this does resolve your concerns.

Sincerely,

13

Bradley S. Luckey, PWS

336.708.4997 (c)

336.310.4527 (o)

PO Box 128

Kernersville, NC 27285

BlockedBlockedBlockedBlockedwww.pilotenviro.com

[e-mail] <mailto:[e-mail]>

-----Original Message-----

From: Bailey, David E CIV USARMY CESAW (US) \[mailto:[e-mail]\]

Sent: Wednesday, March 21, 2018 2:21 PM

To: Brad Luckey <[e-mail] <mailto:[e-mail]> >; Homewood, Sue
<[e-mail] <mailto:[e-mail]> >

Cc: Bret Berger <[e-mail] <mailto:[e-mail]> >

Subject: RE: \[External\] RE: TBP Stream Restoration

Brad,

Sue makes a good point. Even if planting of woody wetland species must be delayed until the Fall, couldn't grading and
seeding for the wetland restoration be accomplished sooner than that? Once you determine the specifics, please include
both Sue and myself on the response. Thanks.

-Dave Bailey

---

David E. Bailey, PWS

Regulatory Project Manager

US Army Corps of Engineers
14

CE-SAW-RG-R

3331 Heritage Trade Drive, Suite 105

Wake Forest, North Carolina 27587

Phone: [phone], Ext. 30.

Fax: [phone]

Email: [e-mail] <mailto:[e-mail]>

We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: BlockedBlockedBlockedBlockedhttp://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

Thank you for taking the time to visit this site and complete the survey.

-----Original Message-----

From: Brad Luckey \[mailto:[e-mail]\]

Sent: Wednesday, March 21, 2018 1:11 PM

To: Homewood, Sue <[e-mail] <mailto:[e-mail]> >

Cc: Bailey, David E CIV USARMY CESAW (US) <[e-mail]
<mailto:[e-mail]> >; Bret Berger <[e-mail] <mailto:[e-mail]>
>

Subject: \[Non-DoD Source\] Re: \[External\] RE: TBP Stream Restoration

Sue-it is my understanding that grading has to be done to close out sediment basins in the area of wetland restoration. I
believe that was part of the restoration sequencing but will need to look to confirm.

Sent from my iPhone

15

On Mar 21, 2018, at 12:49 PM, Homewood, Sue <[e-mail] <mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > > wrote:

While I understand the delay due to weather and the preferred contrator's schedule, it does not seem that a
delay in grading for the crossing would be something should create a delay of the restoration. Restoration completion
and compliance is a factor that the Division uses to determine whether to assess civil penalties (fines) for violations. At
this point the Division has not determined whether there will be continued action regarding this violation. If you would
like to provide a more detailed justification for the requested extension, please do so as soon as possible.

Thanks,

Sue Homewood

Division of Water Resources, Winston Salem Regional Office

Department of Environmental Quality

336 776 9693 office

336 813 1863 mobile

[e-mail] <mailto:[e-mail]> <mailto:[e-mail]>

450 W. Hanes Mill Rd, Suite 300

Winston Salem NC 27105

Email correspondence to and from this address is subject to the
16

North Carolina Public Records Law and may be disclosed to third parties.

-----Original Message-----

From: Brad Luckey \[mailto:[e-mail]\]

Sent: Wednesday, March 21, 2018 9:05 AM

To: Bailey, David E CIV USARMY CESAW (US) <[e-mail]
<mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >; Homewood, Sue
<[e-mail] <mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >

Cc: 'Bret Berger' <[e-mail] <mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >

Subject: \[External\] RE: TBP Stream Restoration

CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an
attachment to Report Spam.<mailto:[e-mail]>

Wetland restoration cannot be completed until stream restoration is completed, stream flow directed through
culvert, final grading of crossing is stabilized with vegetation and closure of sediment and erosion control devices with
NCDEQ (in that order). There have also been other issues outside of weather, including encountering unexpected rock
which could likely continue to delay grading for the crossing. I do not anticipate that the above items will be completed
until sometime into or maybe even after the summer. I anticipate that the wetland restoration activities will not begin
until the fall or after to be in a window of conducive planting timing. I know you will need an exact date, so if we have to
provide a date (which is essentially a best guess at this time), then I would say by 10/31/18.

Sincerely,

Bradley S. Luckey, PWS

336.708.4997 (c)

336.310.4527 (o)

PO Box 128

Kernersville, NC 27285
17

BlockedBlockedBlockedBlockedBlockedwww.pilotenviro.com
<BlockedBlockedBlockedBlockedBlockedhttp://www.pilotenviro.com>

[e-mail] <mailto:[e-mail]> <mailto:[e-mail]>

-----Original Message-----

From: Bailey, David E CIV USARMY CESAW (US) \[mailto:[e-mail]\]

Sent: Wednesday, March 21, 2018 8:53 AM

To: Brad Luckey <[e-mail] <mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >; 'Homewood, Sue'
<[e-mail] <mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >

Cc: 'Bret Berger' <[e-mail] <mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >

Subject: RE: TBP Stream Restoration

Thank you for the update, Brad. I appreciate the hiring of a contractor with stream restoration experience, and
the Corps is willing to delay completion as you requested due to the increased chance of restoration success. That said,
our previous time extension approval listed stream restoration completion as today, and wetland restoration
completion as 4/30/2018. Will wetland restoration still be completed and planted by 4/30/2018. If not please advise as
to a new wetland restoration completion date, including justification for the time extension.

Sincerely,

Dave Bailey

---

David E. Bailey, PWS

Regulatory Project Manager

US Army Corps of Engineers

CE-SAW-RG-R

3331 Heritage Trade Drive, Suite 105

Wake Forest, North Carolina 27587

18

Phone: [phone], Ext. 30.

Fax: [phone]

Email: [e-mail] <mailto:[e-mail]>
<mailto:[e-mail]>

We would appreciate your feedback on how we are performing our duties. Our automated Customer Service
Survey is located at: BlockedBlockedBlockedBlockedBlockedhttp://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

Thank you for taking the time to visit this site and complete the survey.

-----Original Message-----

From: Brad Luckey \[mailto:[e-mail]\]

Sent: Wednesday, March 21, 2018 8:08 AM

To: Bailey, David E CIV USARMY CESAW (US) <[e-mail]
<mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >; 'Homewood, Sue'
<[e-mail] <mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >

Cc: 'Bret Berger' <[e-mail] <mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >

Subject: \[Non-DoD Source\] RE: TBP Stream Restoration

David and Sue,

The applicant has hired Riverworks to complete the stream restoration. However, due to their schedule and
the recent weather conditions, Riverworks has not yet been able to start the restoration. It appears that they may start
the stream restoration within the next month. As such, the applicant would like to request an extension of 6 weeks to
May 2, 2018 to complete the stream restoration activities. Please let me know if this will be a problem. Thanks.

19

Sincerely,

Bradley S. Luckey, PWS

336.708.4997 (c)

336.310.4527 (o)

PO Box 128

Kernersville, NC 27285

BlockedBlockedBlockedBlockedBlockedwww.pilotenviro.com
<BlockedBlockedBlockedBlockedBlockedhttp://www.pilotenviro.com>
<BlockedBlockedBlockedBlockedBlockedBlockedhttp://www.pilotenviro.com/>

[e-mail] <mailto:[e-mail]> <mailto:[e-mail]>
<mailto:[e-mail]>

From: Brad Luckey

Sent: Monday, January 29, 2018 1:44 PM

To: Bailey, David E CIV USARMY CESAW (US) <[e-mail]
<mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >; Homewood, Sue
<[e-mail] <mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >
20

Cc: Bret Berger <[e-mail] <mailto:[e-mail]
<mailto:[e-mail]%20%3cmailto:[e-mail]> > >

Subject: TBP Stream Restoration

David and Sue,

With the holidays and recent weather, I would like to request a 30 day extension for the stream restoration
work to be completed at TBP. This would be a date of March 21, 2018 to complete stream restoration. Please let me
know if this is acceptable. Thank you.

Sincerely,

Bradley S. Luckey, PWS

336.708.4997 (c)

336.310.4527 (o)

PO Box 128

Kernersville, NC 27285

21

BlockedBlockedBlockedBlockedBlockedwww.pilotenviro.com
<BlockedBlockedBlockedBlockedBlockedhttp://www.pilotenviro.com>
<BlockedBlockedBlockedBlockedBlockedBlockedhttp://www.pilotenviro.com/>

[e-mail] <mailto:[e-mail]> <mailto:[e-mail]>
<mailto:[e-mail]>

22

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N.C. License No. C-1362
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8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
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lul"L01011
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,THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
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EXCEED FIVE (5) YEARS FROM THIS DATE. THE UNDERSIGNED
COMPLETED THIS DETERMINATION UTILIZING THE APPROPRIATE
REGIONAL SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DELINEATION MANUAL."
i
i
j REGULATORY OFFICIAL:
i
j TITLE:
i
DATE:
USACE ACTION ID NO.:
GRAPHIC SCALE
200 0 100 200
( IN FEET )
1 Inch = 200 Feet
CONSERVATION AREA DELINEATION
TRIAD BUSINESS PARK
SHEET 4 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
N.C. License No. C-1362
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

SCA AREA
sU"44'
2
L961
"y
WC -7 AREA
�--L966
`n ^
OF THE CLEAN WATER ACT AS DETERMINED BY THE
N
�L970
�
THE LAW OR OUR PUBLISHED REGULATIONS, THE DETERMINATION
0
�1py9
L905���9 `s9~�L8
\
AREA PA
1
I�
jo
I
l
AREA WA -2(B)
ESTORATION AREA T L78
AREA: 0.142 ACRES— L1078-
(6,177 SF) L1072--\
(0 L0
I— I—
w w
w w
V
w w
Z Z
J J
2 2
Q Q
A
SA -1(B)
p., i
AREA
NORTHING: 859,608.54'
EASTI N G: 1,695,976.90'
CONSERVATION AREA U
AREA: 2.930 ACRES
(127,619 SF)
N
0
CA v;
0 o CONSERVATION AREA T
m o AREA: 0.724 ACRES
rt; (31,542 SF)
L1072� L1075
I
L1071 i� L1076
L1059 Ll 07 �1p6O�
-1 WAA-2 AREA
Ll 064 ,
L1081 �� WAA-3 AREA
L1080
L1079
L905
L1057 L1061 WAA-4 AREA
L1058 WAA-5 AREA
WAA-7 AREASTREAM WAA-6 AREA
L916 RESTORATION
84 LF
L1063 RESTORATION AREA S
AREA: 0.005 ACRES DETAIL "A"
(213 SF) SCALE 1 ":100'
Sts/"19'37"E S10`19'41"E CONSERVATION AREA R
199.84' 141.00' AREA: 0.131 ACRES
WB AREA SA -2 AREA (5,705 SF)
L986
L796 L1034
L1035
L922 L1037 \q�o/^<8�7 L802
L795�
788
F /M 7
�0 2/2S92,F
' L1031 Ji
WAA-9 AREA
L809 WAA-1 AREA
WAA-2 AREA
3°47'11'
2�7l
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN HEREON REFLECT
THE DELINEATION EVIDENCE PROVIDED BY ENGINEERING CONSULTING
PRELIMINARY
NOT FOR RFCORDATION,
CONVEYANCES, LILIORLS SAITS
"y
WAA-3 AREA
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
9 5 L90
—
THE LAW OR OUR PUBLISHED REGULATIONS, THE DETERMINATION
p22
�1py9
L905���9 `s9~�L8
PERIOD NOT TOEXCEED FIVE( ) YEARS FROM THIS DATE. THE
I
UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING THE
L1057
WAA-4 AREA !9 119
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
CONSERVATION AREA V I
L1058
WAA-5 AREA
EASTING: 1,699,436.58'
REGULATORY OFFICIAL:
L916
\-7 X933
(17,991 SF)
TITLE:
WAA-6 AREA
SEE DETAIL "A" t89s,� i
ll L,
CONSERVATION AREA S
AREA: 2.329 ACRES
STREAM
�
(101,461 SF)
RESTORATION
\�
84 LF l886"
\ _
C9
WA -4 AREA
RESTORATION AREAS
WA -3 AREA
AREA: 0.005 ACRES
�� �\
(213 SF)
L88­0__�'\�
WA -2 AREA
WAA-7 AREA
�� \
WA -1 AREA
CONSERVATION AREA W
55
��\?3
AREA: 0.006 ACRES
(283 SF)
L870,
I
?A
SA AREA
ISC
AREA
L863_
3°47'11'
2�7l
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN HEREON REFLECT
THE DELINEATION EVIDENCE PROVIDED BY ENGINEERING CONSULTING
PRELIMINARY
NOT FOR RFCORDATION,
CONVEYANCES, LILIORLS SAITS
L1003 I
L1000 L1001 N83.17'27"E
4'38'23"E L1002 �_L987 313.64'
305.88' /� _ —L988
L999J \\ \ \ �L990
L998—/
<9- U
/ SB -1 AREA
mJ
M�
NC GRID/NAD83 (CORS96.2002)
LEGEND
• COMPUTED POINT
QO IRON PIPE SET
0 IRON PIPE FOUND
A REBAR FOUND
® AXLE FOUND
® STONE FOUND
0 CONCRETE MONUMENT FOUND
II CONSERVATION AREA
L ----J
NOTE: CONSERVATION AREAS ARE BASED
ON A 30' BUFFER OFFSET FROM THE TOP
OF BANK FOR STREAMS AND PONDS AND
FOLLOWING THE EDGE OF DELINEATED
WETLAND AREAS.
LINE LEGEND
BOUNDARY LINE
ADJOINING PROPERTY LINE
MATCH LINE SHEET 5 RIGHT-OF-WAY LINE - -
BUFFER LINE - — — — — — — -
MATCHLINE SHEET 4 CONSERVATION AREA LINE - - - - - - - -
DATE:
USACE ACTION ID NO.:
GRAPHIC SCALE
200 0 100 200
( IN FEET )
1 Inch = 200 Feet
CONSERVATION AREA DELINEATION
TRIAD BUSINESS PARK
SHEET 5 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
N.C. License No. C-1362 I
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
,THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN
—
THE LAW OR OUR PUBLISHED REGULATIONS, THE DETERMINATION
ROAD
OF SECTION 4JURISDICTION A BE RELIED UPON FOR A
SHERY
SRE8D
r
PERIOD NOT TOEXCEED FIVE( ) YEARS FROM THIS DATE. THE
I
UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING THE
I
APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U.S. ARMY
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
CONSERVATION AREA V I
NORTHING: 860,482.15'
EASTING: 1,699,436.58'
REGULATORY OFFICIAL:
AREA: 0.413 ACRES
I
(17,991 SF)
TITLE:
L1003 I
L1000 L1001 N83.17'27"E
4'38'23"E L1002 �_L987 313.64'
305.88' /� _ —L988
L999J \\ \ \ �L990
L998—/
<9- U
/ SB -1 AREA
mJ
M�
NC GRID/NAD83 (CORS96.2002)
LEGEND
• COMPUTED POINT
QO IRON PIPE SET
0 IRON PIPE FOUND
A REBAR FOUND
® AXLE FOUND
® STONE FOUND
0 CONCRETE MONUMENT FOUND
II CONSERVATION AREA
L ----J
NOTE: CONSERVATION AREAS ARE BASED
ON A 30' BUFFER OFFSET FROM THE TOP
OF BANK FOR STREAMS AND PONDS AND
FOLLOWING THE EDGE OF DELINEATED
WETLAND AREAS.
LINE LEGEND
BOUNDARY LINE
ADJOINING PROPERTY LINE
MATCH LINE SHEET 5 RIGHT-OF-WAY LINE - -
BUFFER LINE - — — — — — — -
MATCHLINE SHEET 4 CONSERVATION AREA LINE - - - - - - - -
DATE:
USACE ACTION ID NO.:
GRAPHIC SCALE
200 0 100 200
( IN FEET )
1 Inch = 200 Feet
CONSERVATION AREA DELINEATION
TRIAD BUSINESS PARK
SHEET 5 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
N.C. License No. C-1362 I
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

LEGEND
LINE LEGEND
•
COMPUTED POINT
BOUNDARY LINE
QO
IRON PIPE SET
ADJOINING PROPERTY LINE
0
IRON PIPE FOUND
RIGHT—OF—WAY LINE — —
03
O
BUFFER LINE — — — — — — — —
A
REBAR FOUND
CONSERVATION AREA LINE--------
® AXLE FOUND
® STONE FOUND
0 CONCRETE MONUMENT FOUND
II CONSERVATION AREA
L — — — — J
NOTE: CONSERVATION AREAS ARE BASED
ON A 30' BUFFER OFFSET FROM THE TOP
OF BANK FOR STREAMS AND PONDS AND
FOLLOWING THE EDGE OF DELINEATED
WETLAND AREAS.
W W
V) V)
W W
z z
J J
Q Q
W�(pRO�IZo j,,/
�� ,4p�ew j
�TKER ,OF'WAY
/ \GN
R /
3
MN
O
M
Z L960
TOMB%
H H
w w
w w
C7 N
w w
z z
J J
H H
Q Q
SCA AREA
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN HEREON REFLECT
THE DELINEATION EVIDENCE PROVIDED BY ENGINEERING CONSULTING
SERVIUS.
I
< ( � WC -7 AREA
!^.
/
car
SL AREA 3 �--L966
L0000) V - N
CV
03
O
M
Nilz
y0/
J
I
milk,
WC -6 AREA
/ I�
\N�
\� SFA AREA
L269�L285
�
L L2828
WDB AREA
w
o z
O Ln
00 M
� O
M O
V)
0..1911wmla2F_l
SFC AREA I
/v
L344-
\ L2K
NC GRID/NAD83 (CORS96.2002)
OLD GREENSBORO ROAD
80' PUBLIC RIGHT-OF-WAY
CONSERVATION AREA D
AREA: 5.277 ACRES
(229,856 SF)
ISD AREA
Cl <3g.;>
L396� Alb
Z
NORTHING: 859,608.54�\ CA -1 AREA
EASTING: 1,695,976.90'
11_345 <3(9 \
MATCHLINE SHEET 6 �\
\\ MATCHLINE SHEET 3 \--i (, l
\ of
RESTORATION AREA F
AREA: 0.138 ACRES -
(6,018 SF)
CONSERVATION AREA F
AREA: 0.866 ACRES -
(37,710 SF)
ISCA AREA
CONSERVATION AREA E
AREA: 0.080 ACRES
(3,488 SF) L46,
L463
1_1024-,
L458-,,�
WA -2(A) AREA ---_
SA -1(A) AREA
WC -1 AREA
Oi
WCA-1 AREA -\
rJ
�
O.
Bu
FER
\
AREA PA
1
�to
100
10
� I I
� l +
0
\ AREA WA -2(B)
STORATION AREA T L78
AREA: 0.142 ACRES- L1078
(6,177 SF) L1072-\
37 L1071 \,
L103fi � SA -1(B)
-L465
rL473 YU �:
�67
C12
/ L1056 \/
1_1046
C8 pEzFP1 L1048
1_461 3�P
L460 oy\ r
_459 \ /�
L500 WC -1 AREA
W Cn
O O
0
cn
cl O
WB AREA
_986
L922
O2 jlil
L1081 z
-L1L1080A
L1U/9;
1047%2
PRELIMINARY
NOT FOR RECORDATION,
CON VEYANCES,""CRLS Ss4L6ES
NORTHING: 859,608.54'
EASTI N G: 1,695,976.90 '
CONSERVATION AREA U
AREA: 2.930 ACRES
(127,619 SF)
GRAPHIC SCALE
200 0 100 200
( IN FEET )
1 Inch = 200 Feet
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THE DETERMINATION
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE (5) YEARS FROM THIS DATE. THE
UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING THE
APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U.S. ARMY
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
REGULATORY OFFICIAL:
TITLE:
DATE:
USACE ACTION ID NO.:
STREAM CONSERVATION AREA DELINEATION
-RESTORATION TRIAD BUSINESS PARK
37 LF
WAA-8 AREA SHEET 6 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
�$. 4o _
Dc1�6�
�5A
L
N.C. License No. C-1362
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
J3
jJ��S16 L325
�L326
car
SFC AREA I
/v
L344-
\ L2K
NC GRID/NAD83 (CORS96.2002)
OLD GREENSBORO ROAD
80' PUBLIC RIGHT-OF-WAY
CONSERVATION AREA D
AREA: 5.277 ACRES
(229,856 SF)
ISD AREA
Cl <3g.;>
L396� Alb
Z
NORTHING: 859,608.54�\ CA -1 AREA
EASTING: 1,695,976.90'
11_345 <3(9 \
MATCHLINE SHEET 6 �\
\\ MATCHLINE SHEET 3 \--i (, l
\ of
RESTORATION AREA F
AREA: 0.138 ACRES -
(6,018 SF)
CONSERVATION AREA F
AREA: 0.866 ACRES -
(37,710 SF)
ISCA AREA
CONSERVATION AREA E
AREA: 0.080 ACRES
(3,488 SF) L46,
L463
1_1024-,
L458-,,�
WA -2(A) AREA ---_
SA -1(A) AREA
WC -1 AREA
Oi
WCA-1 AREA -\
rJ
�
O.
Bu
FER
\
AREA PA
1
�to
100
10
� I I
� l +
0
\ AREA WA -2(B)
STORATION AREA T L78
AREA: 0.142 ACRES- L1078
(6,177 SF) L1072-\
37 L1071 \,
L103fi � SA -1(B)
-L465
rL473 YU �:
�67
C12
/ L1056 \/
1_1046
C8 pEzFP1 L1048
1_461 3�P
L460 oy\ r
_459 \ /�
L500 WC -1 AREA
W Cn
O O
0
cn
cl O
WB AREA
_986
L922
O2 jlil
L1081 z
-L1L1080A
L1U/9;
1047%2
PRELIMINARY
NOT FOR RECORDATION,
CON VEYANCES,""CRLS Ss4L6ES
NORTHING: 859,608.54'
EASTI N G: 1,695,976.90 '
CONSERVATION AREA U
AREA: 2.930 ACRES
(127,619 SF)
GRAPHIC SCALE
200 0 100 200
( IN FEET )
1 Inch = 200 Feet
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THE DETERMINATION
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE (5) YEARS FROM THIS DATE. THE
UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING THE
APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U.S. ARMY
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
REGULATORY OFFICIAL:
TITLE:
DATE:
USACE ACTION ID NO.:
STREAM CONSERVATION AREA DELINEATION
-RESTORATION TRIAD BUSINESS PARK
37 LF
WAA-8 AREA SHEET 6 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
�$. 4o _
Dc1�6�
�5A
L
N.C. License No. C-1362
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

LEGEND
• COMPUTED POINT
QO IRON PIPE SET
Q IRON PIPE FOUND
REBAR FOUND
® AXLE FOUND
® STONE FOUND
Q CONCRETE MONUMENT FOUND
I I CONSERVATION AREA
NOTE: CONSERVATION AREAS ARE BASED
ON A 30' BUFFER OFFSET FROM THE TOP
OF BANK FOR STREAMS AND PONDS AND
FOLLOWING THE EDGE OF DELINEATED
WETLAND AREAS.
LINE LEGEND
BOUNDARY LINE
ADJOINING PROPERTY LINE
RIGHT-OF-WAY LINE - -
BUFFER LINE
CONSERVATION AREA LINE --------
NC GRID/NAD83 (CORS96.2002)
GRA c RB�R0 riwP�
MATCHLINE SHEET 7
MATCHLINE SHEET 2
0
CONSERVATION AREA C
AREA: 3.660 ACRES
(159,451 SF)
SF -1 AREA
z.
<� \N
L270��..,
WDB-1 AREA
L269 � Y
lr'0o1 1
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN HEREON REFLECT
THE DELINEATION EVIDENCE PROVIDED BY ENGINEERING CONSULTING
SERVICES.
MINIMUM% mLall "ffil
NOT FOR L L L L— 1
CONVEYANCES, OR SALES
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THE DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE (5) YEARS FROM THIS DATE. THE UNDERSIGNED
COMPLETED THIS DETERMINATION UTILIZING THE APPROPRIATE
REGIONAL SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DELINEATION MANUAL."
REGULATORY OFFICIAL:
TITLE:
DATE:
��1~Y��7�«�NP►�U7�N>RI
GRAPHIC SCALE
200 0 100 200
( IN FEET )
1 Inch = 200 Feet
CONSERVATION AREA DELINEATION
TRIAD BUSINESS PARK
SHEET 7 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
N.C. License No. C-1362
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

CONSERVATION AREA A
AREA: 1.644 ACRES
(71,608 SF)
LINE TABLE
LINE
BEARING
LENGTH
L1
N59'12'25"E
62.11'
L2
N13'04'23"E
28.14'
L3
N73'31'48"E
33.58'
L4
N33'33'08"E
18.87'
L5
N67'19'14"E
41.14'
L6
N47'17'25"W
60.43'
L7
N25'47'38"E
51.75'
L8
N56'15'36"E
16.06'
L9
N07'07'13"E
4.31'
L10
N10'43'51"W
4.87'
L11
N71'40'22"W
10.67'
L12
N22'31'28"W
22.10'
L13
S34'15'37"W
1.26'
L14
S60'00'27"W
45.05'
L15
N48'42'29"W
51.70'
L16
N09'42'56"E
18.70'
L17
N39'37'28"W
49.31'
L18
N50'22'32"E
65.00'
L19
S39'37'28"E
41.68'
L20
N61'57'42"E
11.81'
L21
S82'24'38"E
59.43'
L22
S21 *52'59"E
42.71'
L23
S22'31'28"E
2.20'
L24
S71 *40'22"E
19.37'
L25
S10'43'S1 "E
56.99'
L26
S07'07'13"W
12.56'
L27
S85'01'56"E
8.91'
L28
S47'54'03"E
4.69'
L29
N48'52'31"E
4.24'
L30
N87'48'46"E
42.69'
L31
S17'S7'04"E
44.55'
L32
S25'17'19"E
9.19'
L33
N88'46'20"E
32.10'
L34
S41 '27'38"E
32.89'
L35
N71'30'39"E
6.60'
L36
S87'58'52"E
66.39'
L37
S24'30'45"W
51.19'
L38
S59'29'53"E
1.08'
L39
N88'17'44"E
34.05'
L40
S54'24'30"E
3.13'
L41
N17'51'21"E
12.73'
LINE TABLE
LINE
BEARING
LENGTH
L42
S72'08'39"E
63.94'
L43
S15'48'13"W
38.81'
L44
S79'15'07"E
23.97'
L45
S46'03'46"E
41.70'
L46
S08'42'04"E
20.76'
L47
S66'33'29"E
28.85'
L48
S12*48'11 "E
35.62'
L49
S74'58'01 "E
73.57'
L50
S01 *20'55"W
28.61'
L51
N66'33'29"W
23.19'
L52
N08'42'04"W
33.97'
L53
N79'15'07"W
78.91'
L54
N16'04'47"E
27.95'
L55
S53'25'38"W
23.53'
L56
N60'17'44"W
42.66'
L57
N23'07'07"W
15.68'
L58
N59'29'53"W
44.96'
L59
N24'30'45"E
11.07'
L60
N78'31'46"W
3.68'
L61
N41'27'38"W
17.26'
L62
S77'37'33"W
42.36'
L63
N25'17'19"W
25.54'
L64
S49'29'04"W
35.61'
L65
S80'18'27"W
9.87'
L66
S42'33'20"W
11.36'
L67
S79'09'02"W
23.52'
L68
S67'19'14"W
19.10'
L69
S33'33'08"W
20.86'
L70
S73'31'48"W
18.63'
L71
S13'04'23"W
21.55'
L72
S66'01'57"W
33.48'
L73
N72'16'05"W
82.32'
L74
N72'16'05"W
60.63'
L75
S01 *20'55"W
66.29'
LINE TABLE
LINE
BEARING
LENGTH
L76
NOT USED
L77
NOT USED
L78
NOT USED
L79
NOT USED
L80
NOT USED
L81
NOT USED
L82
NOT USED
L83
NOT USED
L84
NOT USED
L85
NOT USED
L86
NOT USED
L87
NOT USED
L88
NOT USED
L89
NOT USED
L90
NOT USED
L91
NOT USED
L92
NOT USED
L93
NOT USED
L94
NOT USED
L95
NOT USED
L96
NOT USED
L97
NOT USED
L98
NOT USED
L99
NOT USED
L100
NOT USED
L101
NOT USED
L102
NOT USED
L103
NOT USED
L104
NOT USED
L105
NOT USED
L106
NOT USED
L107
NOT USED
L108
NOT USED
L109
NOT USED
L110
NOT USED
L111
NOT USED
L112
NOT USED
L113
NOT USED
L114
NOT USED
L115
NOT USED
L116
NOT USED
LINE TABLE
LINE
BEARING
LENGTH
L117
NOT USED
L118
NOT USED
1-119
NOT USED
L120
NOT USED
L121
NOT USED
L122
NOT USED
L123
NOT USED
L124
NOT USED
L125
NOT USED
L126
NOT USED
L127
NOT USED
L128
NOT USED
L129
NOT USED
L130
NOT USED
L131
NOT USED
L132
NOT USED
L133
NOT USED
L134
NOT USED
L135
NOT USED
L136
NOT USED
L137
NOT USED
L138
NOT USED
L139
NOT USED
L140
NOT USED
L141
NOT USED
L142
NOT USED
L143
NOT USED
L144
NOT USED
L145
NOT USED
L146
NOT USED
L147
NOT USED
L148
NOT USED
L149
NOT USED
L150
NOT USED
L151
NOT USED
L152
NOT USED
L153
NOT USED
L154
NOT USED
L155
NOT USED
L156
NOT USED
1-157
NOT USED
LINE TABLE
LINE
BEARING
LENGTH
L158
NOT USED
L159
NOT USED
L160
NOT USED
L161
NOT USED
L162
NOT USED
L163
NOT USED
L164
NOT USED
L165
NOT USED
PRELIMINARY
NOT FOR RECORDATION,
CONVEYANCES, OR SALES
CONSERVATION AREA DELINEATION
TRIAD BUSINESS PARK
SHEET 8 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
Surveyors,
N.C. License No. C-1362
Regional Land Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

CONSERVATION AREA C
AREA: 3.660 ACRES
(159,451 SF)
LINE TABLE
LINE
BEARING
LENGTH
L211
S82'53'42"W
117.49'
L212
N23'21'17"E
50.03'
L213
N14'48'47"W
37.22'
L214
N31'22'17"W
50.94'
L215
N16'46'45"W
68.67'
L216
N07'17'14"W
51.25'
L217
N12'11'59"W
52.42'
L218
NO2'18'49"W
23.63'
L219
N22'01'27"W
30.72'
L220
S53'42'00"W
2.72'
L221
N20'21'58"W
45.73'
L222
N66'40'16"W
9.28'
L223
N57'09'41"W
28.41'
L224
N38'32'09"W
33.20'
L225
N41'17'48"W
14.07'
L226
N58'08'58"W
27.56'
L227
N45'29'00"W
24.56'
L228
N58'13'08"W
23.07'
L229
N67'51'07"W
21.81'
L230
N86'37'55"W
45.09'
L231
N39'14'27"W
45.31'
L232
N46'17'58"W
120.41'
L233
S79'21'54"E
79.73'
L234
N20'11'32"W
10.04'
L235
N44'51'28"W
16.99'
L236
N77'30'55"W
34.78'
L237
N71'40'02"W
18.85'
L238
N46'42'19"W
29.27'
L239
N13'30'28"W
17.57'
L240
N42'16'08"W
14.13'
L241
N22'12'28"E
18.15'
L242
N80'06'43"W
20.35'
L243
N47'05'53"E
12.38'
L244
N10'22'26"W
24.70'
L245
N56'18'41"W
7.25'
L246
N50'14'47"W
36.37'
L247
N36'13'51"W
8.10'
L248
N22'12'55"W
43.81'
L249
N30'21'52"W
33.69'
L250
N33'42'02"W
22.32'
L251
N05'35'33"W
11.00'
LINE TABLE
LINE
BEARING
LENGTH
L252
N63'38'14"W
4.76'
L253
N45'59'22"W
29.41'
L254
N29'12'31"W
9.43'
L255
N12'25'41"W
2.31'
L256
N59'52'04"W
9.20'
L257
N30'32'04"W
45.08'
L258
N01'13'16"E
9.45'
L259
N35'21'27"W
11.79'
L260
N34'09'14"W
40.92'
L261
N30'13'53"W
18.03'
L262
N13'06'28"W
11.50'
L263
N37'03'44"W
16.45'
L264
N55'57'25"W
10.66'
L265
N47'02'54"W
18.55'
L266
N43'52'51"W
19.00'
L267
N40'21'36"W
12.60'
L268
N78'24'55"W
2.06'
L269
S53'16'51 "W
2.79'
L270
N53'15'41"E
2.19'
L271
NO2'30'41"W
2.11'
L272
N28'29'06"E
9.16'
L273
N21'23'57"W
1.97'
L274
S87'45'13"W
13.33'
L275
N15'10'23"W
53.89'
L276
N74'49'37"E
70.33'
L277
S20'23'45"E
80.63'
L278
S41 *01'23"E
32.19'
L279
S43'53'28"E
13.58'
L280
S54'35'09"E
16.71'
L281
S37'57'58"E
5.93'
L282
S55'12'56"E
7.36'
L283
S37'16'16"E
39.10'
L284
S14'08'28"E
16.14'
L285
S30'38'27"E
5.87'
L286
S37'03'58"E
39.56'
L287
S30'02'10"E
31.56'
L288
S00'14'37"W
11.27'
L289
S30'33'38"E
11.43'
L290
S60'23'23"E
12.21'
L291
S37'10'45"E
13.11'
L292
S13'S7'S9"E
9.22'
LINE TABLE
LINE
BEARING
LENGTH
L293
S46'23'31 "E
1.22'
L294
S82'48'45"E
1.80'
L295
S64'07'42"E
10.51'
L296
S45'26'07"E
21.29'
L297
S25'40'15"E
11.13'
L298
S05'54'29"E
16.50'
L299
S34'06'47"E
8.26'
L300
S31 *55'36"E
39.89'
L301
S22'15'52"E
37.20'
L302
S52'21'24"E
23.82'
L303
S73'46'39"E
15.89'
L304
S89'41'39"E
3.23'
L305
N80'45'34"E
13.76'
L306
S29'10'54"E
19.61'
L307
S53'17'01 "E
11.86'
L308
N29'52'36"E
13.33'
L309
N35'54'29"E
9.67'
L310
N04'12'17"E
35.26'
L311
S79'54'39"E
22.21'
L312
N29'59'41"E
6.79'
L313
N79'59'02"E
18.06'
L314
N17'18'54"E
17.02'
L315
N59'37'48"E
51.19'
L316
S59'37'48"W
27.30'
L317
S17'39'57"W
30.60'
L318
S79'48'32"W
28.09'
L319
S34'13'57"W
18.66'
L320
N84'44'53"W
2.96'
L321
S32'22'36"W
9.71'
L322
S34'23'56"W
22.44'
L323
S21 *39'24"W
1.57'
L324
S02'04'42"E
6.07'
L325
S26'50'55"E
3.39'
L326
S46'11'00"E
4.61'
L327
S71'33'14"E
20.44'
L328
S22'09'27"W
8.38'
L329
S44'52'42"E
13.62'
L330
N61'16'29"E
13.37'
L331
N51'32'44"E
11.65'
L332
N24'13'55"E
48.11'
L333
N29'06'13"E
24.96'
LINE TABLE
LINE
BEARING
LENGTH
L334
S33'54'44"W
20.46'
L335
S24'12'26"W
46.42'
L336
S26'35'18"W
51.31'
L337
S38'29'39"E
8.47'
L338
S84'03'10"E
16.95'
L339
N49'19'54"E
19.31'
L340
S74'23'00"E
61.99'
L341
S75'00'19"E
23.69'
L342
S71 *47'00"E
57.17'
L343
S81'34'41 "E
58.59'
L344
S54'48'07"E
30.32'
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
Cl
N89'33'54"E
41.23'
32.00'
C2
S36'14'48"E
62.00'
31.00'
C3
N40'08'35"W
13.54'
32.00'
C4
N30'22'12"W
62.00'
31.00'
C5
N00'11'19"W
28.72'
32.00'
C6
N57'51'00"W
63.91'
32.00'
PRELIMINARY
NOT FOR RECORDATION,
CONVEYANCES, OR SALES
CONSERVATION AREA DELINEATION
TRIAD BUSINESS PARK
SHEET 9 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
Surveyors,
N.C. License No. C-1362
Regional Land Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

CONSERVATION AREA D
AREA: 5.277 ACRES
(229,856 SF)
LINE TABLE
LINE
BEARING
LENGTH
L208
N44'29'29"E
12.54'
L209
S70'34'50"W
9.21'
L210
S82'53'42"W
1.21'
L345
S54'48'07"E
11.84'
L346
S31 *47'59"E
39.67'
L347
S25'37'12"E
28.33'
L348
S33'07'41 "E
7.16'
L349
S47'41'07"E
18.56'
L350
S42'17'39"E
28.08'
L351
S52'59'41 "E
37.06'
L352
S30'43'27"E
43.52'
L353
S33'58'03"E
74.69'
L354
S33'06'39"E
68.22'
L355
S40'14'15"E
45.39'
L356
S55'48'05"E
26.06'
L357
S22'33'41 "E
29.64'
L358
S67'45'50"E
17.56'
L359
S19'31'47"E
41.83'
L360
S13*19'07"W
36.16'
L361
S08'54'35"W
13.31'
L362
SO4'18'05"E
16.93'
L363
N46'49'13"E
18.23'
L364
N71'50'31"E
15.53'
L365
N39'55'04"E
27.40'
L366
N38'46'09"E
10.90'
L367
N52'58'48"E
32.90'
L368
N57'08'08"E
60.14'
L369
N61'45'11"E
16.01'
L370
N42'17'03"E
53.45'
L371
N59'20'31"E
7.13'
L372
N25'04'31"E
40.94'
L373
N67'16'07"E
21.27'
L374
N58'04'55"E
12.73'
L375
N16'17'39"E
15.48'
L376
N38'09'58"E
65.76'
L377
N17'20'05"E
16.55'
L378
N63'20'35"E
11.42'
L379
N25'40'50"W
41.27'
L380
NO3'39'48"E
29.44'
L381
N37'08'08"W
21.74'
L382
N17'07'49"E
26.99'
LINE TABLE
LINE
BEARING
LENGTH
L383
S84'24'42"W
15.46'
L384
N23'15'34"W
35.25'
L385
N49'24'58"W
15.33'
L386
N24'55'40"W
20.04'
L387
N48'21'28"W
7.59'
L388
N63'02'35"W
150.13'
L389
N78'55'07"E
39.51'
L390
N06'57'18"W
12.85'
L391
N41'55'11"W
10.51'
L392
N19'59'47"W
21.74'
L393
N25'35'49"W
30.00'
L394
N15'57'48"E
13.69'
L395
N23'39'09"W
23.74'
L396
N33'05'50"E
6.04'
L397
S66'34'45"E
58.33'
L398
S36'59'45"W
41.89'
L399
S25'58'24"E
12.11'
L400
S16'36'15"W
12.39'
L401
S25'59'32"E
9.65'
L402
S16'32'46"E
12.79'
L403
S41 *47'09"E
14.20'
L404
S16'S7'31 "E
8.29'
L405
S50'44'11 "E
19.20'
L406
S37'20'11 "E
34.69'
L407
S65'29'28"E
40.47'
L408
S45'13'07"E
29.63'
L409
S24'49'42"E
18.55'
L410
S49'23'59"E
15.66'
L411
S25'21'51 "E
4.73'
L412
N87'08'52"E
4.22'
L413
S58'06'55"E
36.16'
L414
S29'05'12"E
38.32'
L415
S31 *21'38"W
31.28'
L416
S17'26'02"W
0.75'
L417
S34'23'50"E
16.63'
L418
S07'59'26"W
20.08'
L419
S03'48'17"W
11.75'
L420
S26'38'41 "E
34.03'
L421
N26'04'36"E
9.83'
L422
N00'56'25"W
24.19'
L423
N53'30'00"E
36.21'
LINE TABLE
LINE
BEARING
LENGTH
L424
N40'02'03"E
8.86'
L425
N01'13'51"E
14.57'
L426
N21'44'59"W
26.86'
L427
N00'26'14"W
51.77'
L428
N21'17'58"W
1.96'
L429
N36'13'13"E
16.58'
L430
S79'03'29"E
2.43'
L431
N40'02'13"E
8.93'
L432
N38'52'59"E
22.98'
L433
N45'45'59"E
65.86'
L434
N49'07'50"E
45.56'
L435
N07'23'48"W
3.22'
L436
N29'35'59"E
21.52'
L437
N13'30'12"E
18.78'
L438
N11'20'04"E
23.72'
L439
N77'46'23"E
20.14'
L440
N80'04'55"E
19.46'
L441
S85'45'28"E
18.88'
L442
N74'30'04"E
23.18'
L443
S80'49'47"E
39.46'
L444
S58'25'35"E
22.40'
L445
N79'02'14"E
35.77'
L446
N66'05'59"E
15.27'
L447
N06'50'12"E
31.74'
L448
N74'01'54"E
34.16'
L449
N11'44'58"W
18.87'
L450
N71'55'09"E
30.60'
L451
N47'43'48"E
37.84'
L452
N77'48'27"E
14.98'
L453
N65'33'11"E
12.29'
L454
N31'48'35"E
11.73'
L455
N76'10'15"E
10.12'
L456
N20'50'42"E
16.96'
L457
N59'43'43"E
9.59'
L458
N49'51'33"E
9.13'
L1019
S10'51'07"E
112.86'
L1020
N90'00'00"W
96.66'
L1023
S00'04'16"W
100.03'
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
C7
S41'57'59"W
60.68'
32.00'
CONSERVATION AREA E
AREA: 0.080 ACRES
(3,488 SF)
LINE TABLE
LINE
BEARING
LENGTH
L462
N10'59'13"W
16.98'
L463
NO2'09'17"E
20.36'
L464
N06'56'28"W
30.84'
L1024
S00'04'16"W
33.38'
L1025
S00'04'16"W
127.51'
L1026
S00'04'16"W
189.21'
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
C9
S46'49'37"E
36.89'
31.50'
C10
S43'49'44"W
48.03'
31.00'
CONSERVATION AREA
AREA: 0.866 ACRES
(37,710 SF)
RESTORATION AREA F
AREA: 0.138 ACRES
(6,018 SF)
LINE TABLE
LINE TABLE
BEARING
LENGTH
LINE
BEARING
LENGTH
L459
N49'51'33"E
7.96'
L460
N05'00'28"E
11.53'
L461
N07'34'59"E
17.09'
L465
S06'56'28"E
34.89'
L466
S00'49'42"E
18.36'
L467
S11 *15'56"E
10.17'
L468
N66'00'50"E
28.01'
L469
N52'40'59"E
17.79'
L470
N73'33'51"E
31.75'
L471
N73'40'43"E
35.30'
L472
N69'54'53"E
31.92'
L473
N54'22'25"E
31.56'
L474
NOT USED
12.57'
L475
NOT USED
7.91'
L476
NOT USED
19.00'
L477
NOT USED
23.38'
L478
NOT USED
34.25'
L479
NOT USED
17.21'
L480
NOT USED
L481
NOT USED
L1036
N69'32'33"E
13.43'
L1056
S66'06'01 "E
17.21'
L1055
S37'12'40"E
34.25'
L1054
S40'42'05"E
23.38'
L1053
S32'43'42"E
19.00'
L1052
S73'02'58"E
7.91'
L1051
S81 *19'00"E
12.57'
L1050
N36'40'24"E
14.70'
L1049
N53'36'46"E
12.24'
L1048
N11'14'40"E
2.67'
L1047
S26'46'36"E
21.27'
L1021
S61'44'13"W
361.79'
L1022
S61'44'13"W
102.83'
L1023
S00'04'16"W
100.03'
L1025
S00'04'16"W
127.51'
L1027
N56'11'01"W
422.54'
L1029
S61'44'13"W
90.54'
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
C8
N88'50'19"E
9.31'
31.50'
C11
N46'10'16"W
39.21'
31.00'
C12
N06'33'54"W
5.16'
31.50'
RESTORATION AREA F
AREA: 0.138 ACRES
(6,018 SF)
LINE TABLE
LINE
BEARING
LENGTH
L1037
N70'25'32"E
38.70'
L1038
N06'13'53"E
28.17'
L1039
S57'29'21 "E
78.13'
L1040
S16'07'17"W
6.58'
L1041
S14*41'11 "W
21.40'
L1042
S48'25'50"E
6.80'
L1043
S28'20'S2"W
2.81'
L1044
S35'29'58"E
7.43'
L1045
S60'50'08"W
4.18'
L1046
S11 *14'40"W
7.52'
L1048
S11 *14'40"W
2.67'
L1049
N53'36'46"E
12.24'
L1050
S36'40'24"W
14.70'
L1051
N81'19'00"W
12.57'
L1052
N73'02'58"W
7.91'
L1053
N32'43'42"W
19.00'
L1054
N40'42'05"W
23.38'
L1055
N37'12'40"W
34.25'
L1056
N66'06'01"W
17.21'
PRELIMINARY
NOT FOR RECORDATION,
CONVEYANCES, OR SALES
CONSERVATION AREA DELINEATION
TRIAD BUSINESS PARK
SHEET 10 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
N.C. License No. C-1362
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

CONSERVATION AREA
AREA: 4.073 ACRES
(177,419 SF)
LINE TABLE
LINE
BEARING
LENGTH
L196
N16'05'25"E
7.37'
L197
N27'43'26"E
24.20'
L198
N52'49'20"E
31.52'
L199
N40'09'14"W
5.95'
L200
N04'56'57"W
33.93'
L201
N14'59'01"E
31.91'
L202
N18'16'55"W
31.66'
L203
N48'02'17"E
61.16'
L204
N85'26'11"E
24.08'
L205
N46'46'06"E
6.82'
L206
N48'51'32"E
20.31'
L207
N48'51'32"E
20.31'
L482
S26'46'36"E
15.08'
L483
S53'02'07"W
3.62'
L484
S40'02'31 "W
26.04'
L485
S75'18'30"W
0.30'
L486
SO4'06'50"E
24.22'
L487
S67'18'26"W
44.15'
L488
N82'53'02"W
26.59'
L489
S08'06'14"W
5.49'
L490
S54'20'31 "W
41.55'
L491
S60'12'12"W
14.41'
L492
S29'03'51 "W
17.61'
L493
S71'35'12"W
67.34'
L494
S34'04'39"W
27.52'
L495
S28'12'19"W
28.20'
L496
S43'28'45"W
25.73'
L497
S73'48'59"W
26.20'
L498
N40'16'07"W
14.19'
L499
S64'59'21 "W
25.18'
L500
S26'44'29"W
26.84'
L501
S73'28'00"E
17.09'
L502
S10'S6'02"E
17.31'
L503
S84'56'55"W
19.85'
L504
S31'51'12"W
23.11'
L505
S88'14'33"E
4.10'
L506
S40'36'23"E
36.37'
L507
S33'08'03"E
7.00'
L508
S73'25'32"E
16.82'
L509
S43'19'03"E
32.33'
L510
S57'31'13"E
16.35'
LINE TABLE
LINE
BEARING
LENGTH
L511
N89'01'14"E
23.23'
L512
S21'23'19"E
30.44'
L513
S56'01'23"E
40.84'
L514
S54'17'48"E
23.96'
L515
S74'27'45"E
25.01'
L516
S70'10'21 "E
27.84'
L517
S58'13'16"E
51.90'
L518
S29'32'17"E
27.29'
L519
S07'54'25"E
2.48'
L520
S70'37'44"E
1.15'
L521
S64'30'54"E
21.58'
L522
S59'01'07"E
25.25'
L523
S50'03'06"E
16.67'
L524
N50'03'06"W
11.81'
L525
N59'01'07"W
17.41'
L526
N64'30'54"W
15.30'
L527
N70'37'44"W
35.62'
L528
N07'54'25"W
28.17'
L529
N58'13'16"W
29.37'
L530
N70'10'21"W
19.03'
L531
N74'27'45"W
33.71'
L532
N54'17'48"W
34.05'
L533
N56'01'23"W
59.24'
L534
N21'23'19"W
7.83'
L535
N57'31'13"W
40.78'
L536
N43'19'03"W
22.63'
L537
N75'58'53"W
23.23'
L538
N33'24'09"W
26.13'
L539
N43'33'42"W
4.00'
L540
N88'14'33"W
75.60'
L541
S77'09'48"W
8.13'
L542
S49'40'25"W
20.51'
L543
S66'22'27"W
18.45'
L544
S32'37'20"W
20.83'
L545
S61'27'14"W
14.43'
L546
S32'30'45"W
27.74'
L547
S54'25'52"W
20.63'
L548
S68'44'54"W
16.83'
L549
S15'32'55"W
14.34'
L550
N88'52'26"W
17.83'
L551
S28.38'41 "W
17.50'
LINE TABLE
LINE
BEARING
LENGTH
L552
S79'38'16"W
33.55'
L553
S57'32'36"W
25.70'
L554
S64'27'11 "W
24.63'
L555
S50'13'10"W
44.92'
L556
S41 *29'30"W
30.91'
L557
S23'02'07"W
27.54'
L558
S23'36'18"W
34.92'
L559
S15'32'56"W
25.11'
L560
N87'29'45"W
20.69'
L561
S33'35'25"W
44.46'
L562
S28'35'07"W
45.18'
L563
S51 *12'28"W
36.31'
L564
S37'20'08"W
46.85'
L565
S29'51'42"W
69.30'
L566
S35'10'11 "W
49.87'
L567
S67'00'21 "W
30.68'
L568
S83'51'44"W
24.50'
L569
S41'34'21 "W
39.49'
L570
S24'46'51 "W
37.77'
L571
S55'22'41 "W
26.31'
L572
S64'37'02"W
18.99'
L573
S35'13'40"W
49.10'
L574
S18'24'46"W
23.19'
L575
S78'16'55"W
36.85'
L576
S61 *07'39"W
28.75'
L577
S82'55'32"W
27.58'
L578
S30'32'17"W
33.48'
L579
N73'01'48"W
31.24'
L580
S41 *57'36"W
77.84'
L581
S48'47'11 "W
39.89'
L582
S44'11'28"W
18.85'
L1006
N76'17'30"W
156.39'
L1007
N76'17'30"W
192.58'
L1008
N76'17'30"W
198.96'
L1018
S10'S1'07"E
5.84'
L1019
S10'51'07"E
112.86'
L1020
N90'00'00"W
96.66'
L1021
S61'44'13"W
361.79'
L1022
S61'44'13"W
102.83'
L1029
S61 *44'12
90.54'
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
C13
N39'56'54"E
62.00'
31.00'
CONSERVATION AREA
AREA: 0.121 ACRES
(5,280 SF)
LINE TABLE
LINE
BEARING
LENGTH
L166
N08'22'12"E
8.32'
L167
N23'06'23"E
10.80'
L168
N12'13'01"E
19.36'
L169
N50'01'21"E
21.38'
L170
N16'46'00"E
45.83'
L171
N67'28'25"E
22.69'
L172
N46'56'04"E
17.28'
L173
N29'31'59"E
15.96'
L174
N20'11'33"E
40.02'
L1004
S02'07'15"W
62.10'
L1005
S02'07'15"W
75.90'
PRELIMINARY
NOT FOR RECORDATION,
CONVEYANCES, OR SALES
CONSERVATION AREA DELINEATION
TRIAD BUSINESS PARK
SHEET 11 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
N.C. License No. C-1362
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

CONSERVATION AREA J CONSERVATION AREA K CONSERVATION AREA M
AREA: 4.953 ACRES AREA: 0.0002 ACRES AREA: 0.140 ACRES
(215,767 SF) (7 SF) (6,109 SF)
LINE TABLE
LINE
BEARING
LENGTH
L175
N20'11'33"E
33.14'
L176
N46'24'46"E
24.40'
L177
N31'34'00"E
11.46'
L178
N06'00'04"E
18.01'
L179
N28'40'47"E
49.89'
L180
N13'58'57"E
5.68'
L181
N35'33'50"E
26.04'
L182
N09'29'14"E
10.99'
L183
N34'25'22"E
58.16'
L184
N24'54'35"E
37.50'
L185
N01'56'33"E
69.23'
L186
N17'21'13"E
58.30'
L187
N75'41'41"E
10.22'
L188
N01'03'31"W
12.07'
L189
N53'32'54"E
22.08'
L190
N13'25'04"W
8.40'
L191
N13'05'57"E
21.70'
L192
NO2'17'55"E
4.33'
L193
N41'37'54"W
43.01'
L194
N29'35'01"E
36.99'
L195
N16'05'25"E
13.78'
L583
S44'11'28"W
11.04'
L584
S18'53'44"W
33.00'
L585
S10'51'55"W
34.55'
L586
S13'38'27"E
28.21'
L587
S17'34'20"W
37.77'
L588
S21 *06'32"W
38.91'
L589
S32'40'52"W
41.36'
L590
S28'45'04"W
46.48'
L591
S33'31'55"W
33.46'
L592
S27'45'53"W
30.40'
L593
S10'52'40"W
45.08'
L594
S27'20'17"W
37.43'
L595
S36'53'36"W
31.32'
L596
S57'50'03"W
32.15'
L597
S48'49'58"W
31.53'
L598
S45'04'01 "W
42.01'
L599
S86'42'07"W
21.58'
L600
S36'39'10"W
33.57'
L601
S44'53'41 "W
27.09'
L602
S18 -10'15"W
27.94'
LINE TABLE
LINE
BEARING
LENGTH
L603
S16'43'59"W
32.19'
L604
S09'37'17"W
28.69'
L605
S89'50'49"E
2.36'
L606
N54'13'00"E
16.91'
L607
N72'59'15"E
10.14'
L608
S14'09'05"W
12.78'
L609
N81'12'04"E
34.83'
L610
S41 *09'54"E
19.54'
L611
N82'02'15"E
10.39'
L612
N70'23'09"E
25.57'
L613
S87'08'01 "E
51.37'
L614
S63'49'46"E
30.81'
L615
S51 *44'53"E
26.11'
L616
S44'41'47"E
16.52'
L617
S84'08'04"E
10.89'
L618
S63'32'02"E
12.95'
L619
N82'59'51"E
18.28'
L620
S63'12'44"E
15.90'
L621
N87'56'49"E
9.33'
L622
S81 *14'16"E
4.07'
L623
NO2'24'48"W
5.00'
L624
N42'34'36"E
25.27'
L625
N12'31'28"E
37.12'
L626
N88'06'13"E
42.60'
L627
N27'37'34"E
31.20'
L628
N84'20'25"E
42.27'
L629
N86'09'00"E
30.08'
L630
S49'48'24"E
57.38'
L631
S19'22'35"E
0.16'
L632
S54'51'51 "E
12.20'
L633
S78'54'48"E
17.66'
L634
S47'19'36"E
19.67'
L635
S71 *43'32"E
13.63'
L636
S89'14'14"E
37.57'
L637
S15*17'52"E
15.25'
L638
S61'44'17"E
28.28'
L639
S81 *05'22"E
51.22'
L640
S69'24'31 "E
69.56'
L641
N85'51'14"E
1.55'
L642
S78'12'47"E
8.50'
L643
I N41'39'41"E
1 13.03'
LINE TABLE
LINE
BEARING
LENGTH
L644
S41 *52'48"E
19.07'
L645
S78'12'47"E
16.26'
L646
S85'25'49"E
62.74'
L647
NO2'23'14"E
5.65'
L648
N65'10'05"E
29.16'
L649
N21'31'27"W
0.87'
L650
N32'33'07"E
51.36'
L651
N66'04'09"E
13.82'
L652
N26'28'10"E
32.31'
L653
S69'50'19"E
25.88'
L654
N56'26'27"E
52.39'
L655
NO3'25'18"W
27.26'
L656
N81'27'52"E
56.77'
L657
N89'42'56"E
59.34'
L658
N72'24'13"E
85.32'
L659
S88'13'47"E
45.57'
L660
S1014'42"E
15.29'
L661
N88'59'51"E
38.19'
L662
S80'02'43"E
73.84'
L663
N23'45'29"E
34.68'
L664
S56'00'46"E
20.62'
L665
N33'49'31"E
10.70'
L666
N39'09'17"E
58.74'
L667
N86'24'33"E
42.84'
L668
S47'06'59"E
47.01'
L669
S70'10'50"E
12.41'
L670
S88'01'06"E
13.23'
L671
N81'00'59"E
15.21'
L672
N81'44'51"E
30.44'
L673
S83'37'19"E
18.96'
L674
S84'17'25"E
28.16'
L675
S66'01'59"E
36.55'
L676
N70'24'08"E
19.24'
L677
S73'39'57"E
31.46'
L678
S86'29'41 "E
2.58'
L679
N64'25'02"E
15.59'
L680
N83'11'05"E
27.79'
L681
N87'40'10"E
17.67'
L682
S77'11'15"E
18.20'
L683
S81 *01'32"E
38.93'
L684
I S14'30'13" E
1 20.25'
LINE TABLE
LINE
BEARING
LENGTH
L685
N89'22'20"E
29.49'
L708
N43'40'58"W
9.95'
L709
S39'09'17"W
13.12'
L710
S39'09'17"W
5.18'
L717
S89'08'47"W
14.34'
L718
N10'14'42"W
12.39'
L719
S72'24'13"W
68.46'
L720
N89'21'35"W
60.30'
L721
S42'28'34"W
25.02'
L722
S56'26'27"W
12.18'
L729
S49'47'12"W
4.98'
L730
S65'10'05"W
4.96'
L731
N75'42'26"W
2.45'
L732
N45'04'40"W
9.14'
L735
N82'07'02"W
1.13'
L736
N82'07'02"W
11.84'
L737
S02'51'26"W
13.69'
L738
N64'27'51"W
6.58'
L739
S02'23'14"W
22.19'
L740
N78'00'40"W
56.61'
L741
N86'12'12"W
76.22'
L742
N76'58'15"W
43.92'
L743
N89'14'22"W
43.63'
L744
N08'28'17"W
15.23'
L745
N70'02'36"W
32.46'
L746
N81'39'49"W
55.45'
L747
N61'43'55"W
33.47'
L748
N74'41'00"W
40.52'
L749
S71 *28'42"W
8.94'
L750
N73'05'29"W
52.51'
L751
N23'40'20"W
15.87'
L752
N68'46'56"W
12.60'
L753
N25'39'30"W
11.35'
L754
N86'18'55"W
10.57'
L755
N62'59'16"W
18.20'
L756
S00'04'27"W
20.69'
L757
S81'08'21 "W
49.11'
L758
N63'36'21"W
1.66'
L759
S42'34'36"W
11.94'
L760
S02'24'48"E
10.88'
L761
I S38'59'20"W
1 24.90'
LINE TABLE
LINE
BEARING
LENGTH
L762
S57'36'02"W
33.93'
L763
N81'14'16"W
28.03'
L764
S87'56'49"W
19.57'
L765
N63'12'44"W
12.97'
L766
S82'59'51 "W
5.78'
L767
S79'08'15"W
26.69'
L768
N72'06'50"W
38.76'
L769
N25'17'34"W
20.95'
L770
S89'54'16"W
13.96'
L771
S38'57'42"W
18.14'
L772
S87'45'00"W
21.77'
L1004
S02'07'15"W
62.10'
L1005
S02'07'15"W
75.90'
L1006
N76'17'30"W
156.39'
L1007
N76'17'30"W
192.58'
L1008
N76'17'30"W
198.96'
L1009
NO2'29'36"W
5.46'
L1010
NO2'29'36"W
12.37'
L1011
NO2'29'36"W
69.58'
L1012
N78'52'58"E
111.87'
L1014
N78'52'58"E
244.65'
L1015
N78'52'58"E
15.45'
L1016
N78'52'58"E
19.38'
LINE TABLE
LINE
BEARING
LENGTH
L733
S45'04'40"E
2.43'
L734
S05'19'53"W
3.91'
L735
N82'07'02"W
1.13'
L1010
NO2'29'36"W
12.37'
L1011
NO2'29'36"W
69.58'
CONSERVATION AREA L
AREA: 0.072 ACRES
(3,120 SF)
LINE TABLE
LINE
BEARING
LENGTH
L723
S56'26'27"W
85.90'
L724
N69'50'19"W
2.68'
L725
S66'04'09"W
15.48'
L726
S32'33'07"W
0.24'
L727
S21 *31'27"E
18.15'
L728
S49'47'12"W
32.77'
L1010
NO2'29'36"W
12.37'
L1011
NO2'29'36"W
69.58'
L1012
N78'52'58"E
111.87'
L1013
N78'52'58"E
172.38'
LINE TABLE
LINE
BEARING
LENGTH
L710
S39'09'17"W
5.18'
L711
S33'49'31 "W
25.26'
L712
S33'49'31 "W
45.69'
L713
N56'00'46"W
8.41'
L714
S23'45'29"W
8.70'
L715
N80'01'19"W
116.16'
L716
S89'08'47"W
72.41'
L1013
N78'52'58"E
172.38'
L1014
N78'52'58"E
244.65'
L1015
N78'52'58"E
15.45'
L1016
N78'52'58" E
1 19.38'
PRELIMINARY
NOT FOR RECORDATION,
CONVEYANCES, OR SALES
CONSERVATION AREA DELINEATION
TRIAD BUSINESS PARK
SHEET 12 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
N.C. License No. C-1362
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

CONSERVATION AREA N
AREA: 15,534 ACRES
(0.357 SF)
LINE TABLE
LINE
BEARING
LENGTH
L685
N89'22'20"E
29.49'
L686
SO4'03'13"W
8.01'
L687
N14'30'13"W
6.24'
L688
N86'36'09"W
27.41'
L689
SO4'03'13"W
66.00'
L690
N86'36'09"W
60.21'
L691
N40'59'47"W
30.89'
L692
N14'30'13"W
8.21'
L693
N77'11'15"W
9.43'
L694
S87'40'10"W
6.31'
L695
S83'11'05"W
14.29'
L696
S64'25'02"W
21.80'
L697
N86'29'41"W
27.13'
L698
N73'39'57"W
17.48'
L699
S70'24'08"W
24.21'
L700
N66'01'59"W
52.32'
L701
N84'17'25"W
17.94'
L702
N83'37'19"W
10.87'
L703
S81'44'51 "W
21.55'
L705
N88'01'06"W
29.92'
L706
N70'10'50"W
35.95'
L707
N43'40'58"W
15.03'
L1014
N78'52'58"E
244.65'
L1015
N78'52'58"E
15.45'
L1016
N78'52'58"E
19.38'
L1017
N89'22'20"E
347.95'
LINE TABLE
LINE
BEARING
LENGTH
L917
NOT USED
13.86'
L918
NOT USED
10.19'
L919
NOT USED
2.67'
L920
NOT USED
23.47'
L921
NOT USED
40.52'
CONSERVATION AREA R
AREA: 0.131 ACRES
(5,705 SF)
LINE TABLE
LINE
BEARING
LENGTH
L796
N89'26'14"E
13.86'
L797
N89'26'14"E
10.19'
L798
S65'12'45"E
2.67'
L799
N43'55'01"E
23.47'
L800
N27'09'42"E
40.52'
L801
S62'01'13"E
75.54'
L1031
S24'57'49"E
25.84'
L1032
S25'21'10"E
34.79'
L1033
N55'00'47"E
124.70'
L1034
N55'00'47"E
38.93'
L1035
S25'21'10"E
41.85'
CONSERVATION AREA W
AREA: 0.006 ACRES
(283 SF)
LINE TABLE
LINE
BEARING
LENGTH
L1058
S61'44'13"W
20.46'
L1079
N54'32'34"W
16.90'
L1080
N09'28'30"W
3.40'
L1081
N66'43'29"E
4.47'
L1065
S84'27'56"W
9.96'
L1064
S71 *18'42"E
19.34'
CONSERVATION AREA S
AREA: 2.329 ACRES
(101,461 SF)
LINE TABLE
LINE
BEARING
LENGTH
L802
S62'01'1 YE
9.28'
L803
S27'58'47"W
64.00'
L804
N62'01'13"W
13.72'
L805
S37'33'15"W
46.97'
L806
N83'32'06"W
25.28'
L807
N83'32'06"W
14.62'
L808
SO4'24'55"W
33.12'
L809
N82'58'44"W
51.10'
L810
S58'41'34"W
14.61'
L811
S70'56'12"W
35.87'
L812
S44'23'48"W
30.77'
L813
N89'25'00"E
21.11'
L814
S02'18'27"E
30.65'
L815
S72'00'34"E
15.23'
L816
S72'00'34"E
52.03'
L817
S38'46'14"E
27.49'
L818
S79'55'51 "E
4.74'
L819
N78'32'00"E
13.39'
L820
S48'00'32"E
29.64'
L821
S60'54'35"E
1.09'
L822
N71'55'17"E
17.86'
L823
S46'59'25"E
53.10'
L824
S53'32'27"E
26.11'
L825
S40'20'14"E
22.47'
L826
S79'13'23"E
17.88'
L827
S41 *24'53"E
27.34'
L828
S83'01'08"E
23.78'
L829
S72'57'58"E
27.19'
L830
S11'59'21 "E
53.40'
L831
S35'08'06"W
0.19'
L832
S82'44'52"E
7.06'
L833
S55'53'53"E
46.31'
L834
S29'11'05"E
32.97'
L835
S08'08'21 "W
11.63'
L836
S54'23'10"E
21.80'
L837
S08'33'43"W
21.75'
L838
S87'04'35"E
19.55'
L839
S28'31'32"E
35.76'
L840
S88'36'11 "E
12.39'
L841
S19*40'02"E
43.75'
L842
S59'02'38" E
1 20.92'
LINE TABLE
LINE
BEARING
LENGTH
L843
S25'24'32"E
54.02'
L844
S31 *43'54"E
6.01'
L845
S88'14'56"E
1.80'
L846
N88'17'29"E
29.84'
L847
S55'18'46"E
45.00'
L848
S31 *50'56"E
19.78'
L849
S31 *50'56"E
39.42'
L850
S51'58'17"E
33.84'
L851
S59'29'58"E
27.79'
L852
S66'24'44"E
21.87'
L853
S60'15'36"E
47.10'
L854
S12'53'36"E
19.75'
L855
S82'13'57"E
43.66'
L856
S39'40'35"E
36.51'
L857
S12'04'26"E
4.94'
L858
S69'31'25"E
9.42'
L859
S19'34'49"E
7.89'
L860
N78'34'55"E
1.42'
L861
S69'33'39"E
28.75'
L862
S63'42'54"E
14.20'
L863
N59'09'29"W
9.71'
L864
N69'22'27"W
7.22'
L865
S82'48'26"W
24.76'
L866
N41'24'03"W
33.66'
L867
N73'50'57"W
15.34'
L868
N13'00'02"W
22.29'
L869
N84'24'03"W
16.55'
L870
N81'12'23"W
41.08'
L871
N18'43'17"W
33.77'
L872
N12'09'45"W
4.30'
L873
N60'39'38"W
14.93'
L874
N66'24'44"W
21.75'
L875
N61'19'04"W
35.85'
L876
N53'15'49"W
49.71'
L877
N34'47'28"W
56.98'
L878
N55'20'33"W
14.10'
L879
N74'14'51"W
8.99'
L880
S89'45'11 "W
34.38'
L881
N30'07'26"W
44.86'
L882
N26'39'20"W
37.50'
L883
N59 -02'38"W
17.74'
LINE TABLE
LINE
BEARING
LENGTH
L884
N39'49'35"W
27.45'
L885
S76'44'08"W
40.44'
L886
N45'31'13"W
43.37'
L887
NO3'39'30"W
29.81'
L888
N37'16'10"E
4.61'
L889
N40'00'02"W
2.78'
L890
N08'33'43"E
34.20'
L891
N48'29'45"W
22.79'
L892
N08'08'21"E
25.23'
L893
N54'01'58"W
6.55'
L894
S49'36'39"W
15.26'
L895
N60'52'51"W
90.78'
L896
N35'08'06"E
39.28'
L897
N84'43'53"W
13.10'
L898
N41'24'53"W
31.39'
L899
N76'03'02"W
18.23'
L900
N40'20'14"W
36.21'
L901
N55'54'17"W
22.37'
L902
N46'59'25"W
18.61'
L903
S71'55'17"W
8.76'
L904
N57'55'18"W
36.45'
L905
N51'26'25"W
7.81'
L906
N79'55'51"W
32.94'
L907
N36'52'19"W
32.62'
L908
N72'55'15"W
48.97'
L909
N84'23'11"W
62.42'
L910
N20'20'38"E
28.99'
L911
N68'32'12"W
15.63'
L912
S58'10'37"W
17.07'
L913
N83'24'58"W
29.32'
L914
S10'35'40"W
34.68'
L915
S62'25'09"W
44.34'
L916
N54'32'34"W
48.13'
L1029
S61'44'13"W
90.54'
L1030
NOT USED
L1058
N61'44'13"E
20.46'
L1063
N71'18'42"W
10.91'
L1062
N60'41'47"E
20.78'
L1061
N08'36'28"E
9.50'
L1060
N61'44'13"E
304.10'
L1033
N55'00'47"E
124.70'
L1034
N55'00'47"E
38.93'
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
C14
N28'33'49"E
64.95'
32.50'
RESTORATION AREA S
AREA: 0.005 ACRES
(213 SF)
LINE TABLE
LINE
BEARING
LENGTH
L1059
N61'44'13"E
33.93'
L1061
S08'36'28"W
9.50'
L1062
S60'41'47"W
20.78'
L1063
N71'18'42"W
10.91'
RESTORATION AREA T
AREA: 0.142 ACRES
(6,177 SF)
LINE TABLE
LINE
BEARING
LENGTH
L1059
S61'44'13"W
33.93'
L1064
N71'18'42"W
19.34'
L1065
S84'27'56"W
9.96'
L1066
N21'32'46"W
3.96'
L1067
N21'18'13"E
14.38'
L1068
N62'57'19"W
13.33'
L1069
N57'44'25"W
71.64'
L1070
N72'09'51"E
12.60'
L1071
N37'10'57"E
32.50'
L1072
N47'53'21"E
33.92'
L1073
S22'13'39"E
58.23'
L1074
S58'54'00"E
30.35'
L1075
S57'23'27"E
22.50'
L1076
S29'23'11 "E
10.08'
L1077
S08'36'28"W
12.71'
PRELIMINARY
NOT FOR RECORDATION,
CONVEYANCES, OR SALES
CONSERVATION AREA T
AREA: 0.724 ACRES
(31,542 SF)
LINE TABLE
LINE
BEARING
LENGTH
L773
NOT USED
32.37'
L774
NOT USED
6.25'
L775
NOT USED
30.11'
L776
NOT USED
28.86'
L777
NOT USED
464.93'
L778
NOT USED
90.54'
L779
NOT USED
L780
NOT USED
34.79'
L781
N31'35'19"E
45.49'
L782
S46'52'57"E
21.26'
L783
S87'25'20"E
14.51'
L784
N71'48'12"E
25.05'
L785
N67'14'10"E
27.37'
L786
N67'20'16"E
21.27'
L787
N81'32'54"E
35.70'
L788
S83'15'51 "E
26.34'
L789
S64'58'24"E
23.94'
L790
S22'16'37"E
11.19'
L791
N66'36'56"E
3.17'
LINE TABLE
LINE
BEARING
LENGTH
L792
N58'41'34"E
32.37'
L793
S80'58'22"E
6.25'
L794
N12'45'26"E
30.11'
L795
N89'26'14"E
28.86'
L1028
N56'11'01"W
464.93'
L1029
S61'44'13"W
90.54'
L1030
NOT USED
L1032
S25'21'10"E
34.79'
L1031
S24'57'49"E
25.84'
L1060
S61'44'13"W
304.10'
L1077
N08'36'28"E
12.71'
L1076
N29'23'11"W
10.08'
L1075
N57'23'27"W
22.50'
L1074
N58'54'00"W
30.35'
L1073
N22'13'39"W
58.23'
L1078
N60'04'23"E
34.50'
L1033
N55'00'47"E
124.70'
L1035
S25'21'10"E
41.85'
CONSERVATION AREA DELINEATION
TRIAD BUSINESS PARK
SHEET 13 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
N.C. License No. C-1362
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

CONSERVATION AREA
AREA: 2.930 ACRES
(127,619 SF)
LINE TABLE
LINE
BEARING
LENGTH
L922
S54'55'39"W
20.81'
L923
N74'37'22"W
19.31'
L924
S89'21'09"W
15.20'
L925
S83'58'49"W
32.99'
L926
S86'01'09"W
16.75'
L927
S41'30'15"E
2.20'
L928
S53'18'44"W
65.14'
L929
S76'51'15"W
49.25'
L930
S86'51'48"W
56.17'
L931
S88'10'41 "W
76.85'
L932
N60'43'08"W
57.76'
L933
N12'21'33"W
43.99'
L934
N13'48'55"W
68.61'
L935
N13'29'14"E
71.73'
L936
N15'16'39"E
37.62'
L937
N22'03'31"E
37.53'
L938
N16'59'33"E
58.26'
L939
N18'11'47"E
34.79'
L940
N27'16'53"E
49.45'
L941
N05'30'53"W
23.81'
L942
N20'29'30"E
44.60'
L943
N30'53'48"E
34.06'
L944
N26'02'47"W
15.31'
L945
N05'51'51"E
40.51'
L946
N08'00'32"E
0.33'
L947
N34'15'19"W
12.93'
L948
N04'50'43"E
10.43'
L949
N31'49'24"W
55.09'
L950
N54'35'02"E
16.01'
L951
N27'00'30"W
1.73'
L952
N48'19'09"W
37.98'
L953
N25'32'37"E
35.74'
L954
N38'08'15"E
35.83'
L955
N66'38'21"E
13.49'
L956
N41'47'12"E
13.84'
L957
N71'33'44"E
42.20'
L958
S84'54'57"E
5.50'
L959
N12'24'12"E
16.04'
L960
S88'52'40"E
44.02'
L961
S23'57'57"W
6.45'
L962
S69'41'47"W
31.26'
LINE TABLE
LINE
BEARING
LENGTH
L963
N85'02'49"W
16.05'
L964
S72'06'38"W
10.88'
L965
S23'08'06"W
22.48'
L966
S25'08'42"E
28.57'
L967
SO4'07'02"E
27.89'
L968
S33'01'28"E
15.02'
L969
S01 *09'20"E
8.52'
L970
S48'29'01 "E
12.85'
L971
S02'31'03"W
29.06'
L972
S05'51'51 "W
24.89'
L973
N72'41'44"E
26.87'
L974
S00'27'23"W
123.02'
L975
S11'06'25"E
26.60'
L976
S18'41'16"E
52.85'
L977
S19*11'22"E
72.85'
L978
S15'31'10"E
45.40'
L979
S10'41'23"E
48.48'
L980
S06'54'00"E
52.91'
L981
S01 *38'28"E
39.66'
L982
S41'30'15"E
22.15'
L983
N89'24'52"E
28.56'
L984
N81'11'49"E
44.87'
L985
N79'29'38"E
25.07'
L986
S48'16'47"E
17.39'
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
C15
NO2'08'49"W
62.90'
31.50'
CONSERVATION AREA V
AREA: 0.413 ACRES
(17,991 SF)
LINE TABLE
LINE
BEARING
LENGTH
L987
S59'52'10"E
80.51'
L988
S68'19'40"E
58.51'
L989
S26'03'46"E
17.21'
L990
S62'20'17"E
17.52'
L991
N62'20'17"W
38.48'
L992
N26'03'46"W
13.44'
L993
N68'19'40"W
30.03'
L994
N79'14'02"W
33.73'
L995
N43'29'04"W
14.26'
L996
N63'31'55"W
42.20'
L997
S89'05'30"W
6.55'
L998
N73'20'46"W
40.55'
L999
N49'51'42"W
68.46'
L1000
S70'10'36"E
38.06'
L1001
N85'36'49"E
3.44'
L1002
N85'36'49"E
122.74'
L1003
N83'17'27"E
6.65'
CURVE TABLE
CURVE
BEARING
CHORD
RADIUS
C16
N27'39'43"E
64.00'
32.00'
PRELIMINARY
NOT FOR RECORDATION,
CONVEYANCES, OR SALES
CONSERVATION AREA DELINEATION
TRIAD BUSINESS PARK
SHEET 14 OF 14
DEEP RIVER TOWNSHIP
GUILFORD COUNTY
KERNERSVILLE, NORTH CAROLINA
N.C. License No. C-1362
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

AFTER RECORDING, RETURN TO:
Nexsen Pruet, PLLC
c/o Brian T. Pearce
PO Box 3463
Greensboro, NC 27402

FOURTH AMENDMENT TO THE DECLARATION OF PROTECTIVE COVENANTS,
CONDITIONS, RESTRICTIONS AND RESERVATIONS

This Fourth Amendment (this “Amendment”) to the DECLARATION OF PROTECTIVE
COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATIONS is made as of the ____ day of
_________, _________ by TDO LAND HOLDING LLC, a North Carolina limited liability company,
(“Declarant”).

RECITALS
WHEREAS, TDO Land Holding LLC, NB Johnson II, LLC and SB Johnson II, LLC subjected
certain property owned by such entities, which property is known as Triad Business Park Phase I and shown
on the plat recorded in Plat Book 175, Page 97 and 98 of the Guilford County Registry (the “Business Park
Property”) to that certain Declaration of Protective Covenants, Conditions, Restrictions and Reservations
(the “Original Declaration”), which Declaration was recorded on September 30, 2008 in Book 6939, Page
2897 of the Guilford County Registry, and was amended by the terms of that Amendment to Declaration
of Protective Covenants, Conditions, Restrictions and Reservations (the “First Amendment”), which First
Amendment was recorded on December 31, 2008 in Book 6963, Page 452 of the Guilford County Registry;
and by the terms of that Restated Second Amendment to Declaration of Protective Covenants, Conditions,
Restrictions and Reservations (the “Second Amendment”), which Second Amendment was recorded on
August 22, 2016 in Book 7846, Page 2945 of the Guilford County Registry; and was amended by the terms
of that Third Amendment to Declaration of Protective Covenants, Conditions, Restrictions and
Reservations (the “Third Amendment”), which Third Amendment was recorded on June 18, 2018 in Book
NPGBO1:2897963.1

8059, Page 59 of the Guilford County Registry. The Original Declaration, First Amendment and Second
Amendment are collectively referred to herein as the “Declaration.” Capitalized terms used but not defined
herein will have the meanings given to them in the Declaration; and

NOW, THEREFORE, the Declarant, as permitted by the Declaration, does hereby amend the
Declaration as more fully set forth herein:

1. Article 12 of the Declaration is hereby deleted in its entirety and replaced with the
following:

ARTICLE 12: Conservation Area
12.0 The areas shown on the Wetland Delineation Plat as Conservation Areas as shown
on Exhibit A and as described on Exhibit A-1 attached shall be maintained in perpetuity in their natural or
mitigated condition. No person or entity shall perform any of the following activities on such conservation
area:

a. fill, grade, excavate or perform any other land disturbing activities;

b. cut, mow, burn, remove, or harm any vegetation;

c. construct or place any road, trails, walkways, buildings, mobile homes, signs,
utility poles or towers, or any other permanent or temporary structures;

d. drain or otherwise disrupt any hydrology or drainage ways of the conservation
area;

e. dump or store soil, trash, or other waste;

f. graze or water animals, or use for any agricultural or horticulture purpose.

This covenant in Section 12.0 is intended to ensure continued compliance with the mitigation condition of
a Clean Water Act authorization issued by the United States of America, U.A. Army Corps of Engineers,
Wilmington District, action ID SAW-2008-02029, and therefore may be enforced by the United States of
America. This covenant in Section 12.0 is to run with the land, and shall be binding on the Declarant and
all Lot Owners, and all parties claiming under it.

Nothwithstanding the provisions of Section 9.1 of this Declaration, this Section 12.0 of the
Declaration may not be amended without the express written consent of the U.S. Army Corps of Engineers,
Wilmington District.

2. Miscellaneous. Except as expressly amended hereby, the Declaration remains unaltered
and in full force and effect and is hereby ratified, adopted and confirmed in all respects. This Amendment
will govern in the event of any conflict between the terms of the Declaration and the terms of this
Amendment. This Amendment will be binding upon, and inure to the benefit of, and will be enforceable by
the Declarant, Association, Owner and Tenant, and their respective successors and permitted assigns. In the
event that a paragraph, section, sentence, clause or phrase contained in this Amendment becomes or is held
by any court of competent jurisdiction to be illegal, null or void or against public policy, the remaining
paragraphs, sections, sentences, clauses or phrases contained in this Amendment will not be affected
thereby. This Amendment may be executed in any number of counterparts, each of which will be deemed
NPGBO1:2897963.1

an original and all of which counterparts together constitutes one agreement with the same effect as if the
parties had signed the same signature page.
The foregoing Amendment was executed this __ day of ___________, _____________

TDO LAND HOLDING, LLC

A North Carolina limited liability company

By: ________________________
Name: Arthur L. Samet
Title: Manager

STATE OF _____________________)
.
COUNTY OF ___________________)
I certify that the following person(s) personally appeared before me this day, each acknowledging
to me that he or she signed the foregoing document: Arthur L. Samet as Manager of TDO Land Holding
LLC.

GIVEN UNDER MY HAND AND OFFICIAL SEAL this ____ day of ____________ 20___.

Printed Name
NOTARY PUBLIC in and for the State of
_________________________,
My commission expires

Exhibit A
(Map of Conservation Areas)
NPGBO1:2897963.1

EXHIBIT A-1
NPGBO1:2897963.1

(Legal Description of Conservation Areas)

NPGBO1:2897963.1