SW8200608_Historical File_20201112

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Dr.,Suite 102 1429 Ash-Little River Road
Wilmington,NC 28412 4.sh,NC 28420
[phone] RECEIVED [phone]
[phone] Fax i 910)287-5902 Fax
John S.Tunstau,P.E. O C T 2 0 2020 Phillip Norris,P.E.
T.Jason Clark,P.E. seph K.Bland,P.E.
NCDEQ Tomas J.Scheetz,E.I.
WILMINGTON RO
October 20, 2020
Mr. Ted Triantis
Engineer- NC DEQ
Division of Energy, Mineral and Land Resources—State Stormwater Program
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Request for Additional Information
McPherson Marine Shop
Brunswick County, NC
N&T Project No. 20063
SW8 200608
Dear Ted,
We have reviewed your comments dated October 20, 2020 and respond as follows:
1. Page 4 of the application, the drainage area page of the supplement, & the site data
table on sheet C1 have all been revised to show consistent impervious areas. See
attached
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS &TUNSTALL
CONSULTING ENGINEERS, P.C.
Thomas J. S heetz, E.I.
TJS/ttw
20063 10-20-20-s-sw-resp-Itr(reviewer)
Enclosures
cc: Jesse McPherson

ROY COOPER ;»'
Governor 1 ;= 1 ,y
MICHAEL S.REGAN ? .,; r
Secretary " c w e v,_�±''
BRIAN WRENN NORTi-'CAROLINA
Director EnvfronwentaiQuality
October 20, 2020
Via email only: iesseaancnhersonmarine.com
McPherson Marine Services,LLC
Attn:Jesse McPherson-Owner
101 North Atlantic Ave
Southport,NC 28461
Subject: Request for Additional Information
Stormwater Project No. SW8 200608
McPherson Marine Shop
Brunswick County
Dear Mr.McPherson:
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for
the subject project on June 19,2020 with additional information requested on September 16,2020 and received
on September 21,2020. A preliminary in-depth review of that information has determined that the application is
not complete and that additional information is needed. To continue the review,please provide the following
additional information in a single,hard copy submittal package:
1 15A NCAC 02.1042(2)(aXiv),.1003(3)(b), and 1050(1): The application materials list the built-upon
area(BUA)located within the drainage area as either 45,884 sf or 48,247 sf. For instance,the sum of the
BUA presented in Section IV.10 of the application(10,080 sf+38,167 sf=48,247 sf)is inconsistent with
the total presented(45,884 sf). The design volume of the SCM shall take into account the runoff from all
surfaces draining to the system.Additionally,runoff from existing development that is not bypassed must
be included in the sizing of the on-site SCM. The calculations and other application documents appear to
show the SCM is designed with the removal of the existing BUA.Please confirm and update all
application documents to show that the SCM is sized appropriately to handle all of the BUA located
within the drainage area for the site.
If it is desired to exclude the 2,363 sf of existing BUA from the drainage area and SCM sizing,then this
area must be listed in Section IV.10 of the application and delineated on the drainage area map as a
second drainage area. Additionally,the plans and narrative must be updated to demonstrate that this
second drainage area meets the requirements of redevelopment per GS 143-214.7(al)and does not drain
to the system.
Please remember to confirm that any revised information is presented consistently throughout the application
documents including calculations,supplements,narrative,and plans. Please also remember to provide two hard
copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by November 4,2020,or the
application will be returned as incomplete. Please note that only two letters requesting additional information is
allowed in the State Stormwater Program for a total of 30 days to submit the requested additional information. If
the information is not satisfactorily provided after either the second request or 30 days, the project will be
returned. If the project is returned and you wish to re-submit later,you will need to resubmit all required items at
that time,including the application fee.
The construction of any impervious surfaces,other than a construction entrance under an approved Sedimentation
Erosion Control Plan,is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS
143-215.6A.
Please reference the State assigned project number on all correspondence. If you have any questions concerning
this matter,please feel free to call me at(910)796-7215 or email me at [e-mail].
r ;� N'N rth Carnt:na Department i.�i Envirul�mr tat Quari!v 9 Div slonof'nergy Mtrrrai and Lanc Reimayxs
1e •;,) v mrgton;t:yional Off.r 1 IL'i,amlin al give E>,ter..1 n , *Irvington North Carolina 28405

•
State Stormwater Permit No. SW8 200608
Page 2 of 2
Sincerely,
led 7rieustid
Ted Triantis
Engineer
DES/tjt: \Stormwater\Permits&Praiects\2020`:200608 II1X2020 10 addinfo 200608
cc: J.Phillip Norris,P.E.:Norris&Tunstall Consulting Engineers P.C.;via email:[e-mail]
Wilmington Regional Office Stormwater File

Triantafillopoulos, Ted
From: Triantafillopoulos,Ted
Sent: Tuesday, October 20, 2020 10:03 AM
To: [e-mail]
rc: Phi! Norris
Subject: Second Request for Additional Information McPherson Marine Shop SW8 200608
Attachments: 2020 10 addinfo 200608.pdf
All,
Attached is a pdf for a second request for additional information for the subject project. Please let me know if you have
any questions or concerns.Thanks.
Ted Triantis
Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Phone: [phone]
FAX: [phone]
Email: ted.triantis( ncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
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1

NORRIS & "'INSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Dr.,Suite 102 1429 Ash-Little River Road
Wilmington,NC 28412 Ash,NC 28420
[phone] [phone]
[phone] Fax [phone] Fax
John S.Tunstali,P.E. J.Phillip Norris,P.E.
T.Jason Clark,P.E. Joseph K Bland,P.E.
Thomas J.Scheetz,E.I.
RECEIVED
September 17, 2020
SEP 21 2020
Mr. Ted Triantis NCDEQ
Engineer- NC DEQ WILMINGTON RO
Division of Energy, Mineral and Land Resources —State Stormwater Program
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
McPherson Marine Shop
Brunswick County, NC
N&T Project No. 20063
SW8 200608
Dear Ted,
We have reviewed your comments dated September 16, 2020 and respond as follows:
1. See below:
a. The phase two building area was mistakenly reported as 7,220 sf when it should
have been 7,200 sf. See the revised sheet C1 attached
b. The drainage area has been revised to include the area of the pond. See the
revised sheet C2, calculations, &supplement attached
2. Row 26 has been revised on the supplement
3. The stage storage table has been revised, see the attached revised calculations
4. The contours and drainage patterns have been shown on the revised sheet C2
5. Page 5 of the 0 & M has been revised and attached
6. The drawdown time calculation has been revised
7. The supplement has been emailed
8. In reviewing the documents, I noticed that the impervious percentage reported on page
3 of the application was incorrect. See attached

Ted Triantis,Engineer
McPherson Marine Shop
SW8 200608
NT#20063
September 17,2020
Page 2
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS &TUNSTALL
CONSULTING ENGINEERS, P.C.
Thoma•9. eetz, E.I.
JPN/ttw
20063 09-17-20-s-sw-resp-itr(reviewer)
Enclosures
cc: Jesse McPherson
NCBELS License C-3641

STORMWATER SYSTEM CALCULATIONS
MCPHERSON MARINE SHOP
E. Moore Street
Southport, NC 28461
For
McPherson Marine Services, LLC
101 North Atlantic Ave.
Southport, NC 28461
910-279-4710
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June 2020
Prepared by:
NORRIS &TUNSTALL CONSULTING ENGINEERS, P.C.
1429-Ash — Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax) F C E 1 V E
License# C-3641
N&T Project No. 20063 fFP 2 1 2020
BY:

STORMWATER SYSTEM CALCULATIONS
MCPHERSON MARINE SHOP
E. Moore Street
Southport, NC 28461
For
McPherson Marine Services, LLC
101 North Atlantic Ave.
Southport, NC 28461
910-279-4710
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June 2020
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429-Ash — Little River Road
Ash, North Carolina 28420
[phone] F. E EVE
[phone] (Fax)
1)! cFP .21 ?NO
License# C-3641 1
N&T Project No. 20063 BY:

Date: Design: Norris & Tunstall Wilmington, NCiSheet:
6/8/2020 TJS Consulting Engineers, P.C. Brunswick County, NC
Check: Job: For: Job#:
State SW Calculations McPherson Marine 20063
Pond
DA: 67918 sf 1.56 ac
Impervious Area: 45884 sf 1.05 ac
Pervious Area: 22034 sf 0.51 ac
Imp.% 67.56 %
Forebay
Elev(ft) Area (sf) Vol (cf)
19.5 517 0
20.5 750 630
21.5 1011 877
22.5 1301 1153
Total 2660
Forebay%= 19.7 %
Main Pond
Elev(ft) Area (sf) Vol (cf)
18.5 2457 0
19.5 2893 2672
20.5 3356 3121
21.5 3849 3599
22.5 4369 4106
Total 13498
Ave. Depth = 3.1 ft
F F.!VS
SFP 212020
I
At

Date: Design: Norris & TUnStafl _ Wilmington, NC Sheet:
6/8/2020 TJS Consulting Engineers, P.C. Brunswick County, NC __
Check: Job: �rr For: � _J Job#:
State SW Calculations McPherson Marine 20063
(SA/DA&Average Depth Method)
Req.Area (SA/DA)/100 x DA= 3326 sf
SA/DA= 4.90
DA= 67918 sf
(Simple Method)
Des.Vol. = 3630 x Rd x Rv x DA= 5586 cf
Rv=0.05+0.9 x Ia= 0.6580
Ia= 0.6756
Rd = 1.5 in
DA= 1.6 ac
Elev(ft) Area (sf) Vol (cf)
Veg.Shelf Bottom & Normal Pool 22.5 5670 0
Temp. Pool 23.35 7745 5678
Veg.Shelf Top 23.5 8018 6860
Total 12538
Main Pond Provided Area= 4369 sf
Provided Volume= 5678 cf
Orifice
Size= 1 in
Q2 = Provided Vol./172,800 sec= 0.032 cfs
Q5= Provided Vol./432,000 sec= 0.013 cfs
Q=0.6 x A(64.4 x h)^0.5= 0.014 cfs
A= 0.005 sf
h= 0.28 ft
Drawdown time= Provided Vol./Q= 399839 sec
= 111.07 hrs
= 4.63 days
EC iVE
SFP21mo
i
BY:

Jr- IIIEZ :r2Jr...11176111111•11. '• ';i" .'
Date: Design: Norris & Tunstall Wilmington, NC Sheet:
6/8/2020 TJS _ .Consulting Engineers, P.C. Brunswick County, NC
ram_.,--r
Check:��� Job � For: --� � IJob#:
State SW Calculations McPherson Marine 1 200631
Inlet Pipe
Size= 15 in
Q=CiA= 7.6 cfs
C= 0.8
i= 7.2 in/hr
A= 1.32 ac
Vet.=Q/A pipe= 6.19 ft/sec
A pipe= 1.23 sf
Vel.>2.0 ft/sec use
10'x10'x1' Rip Rap
Energy Dissipater
Forebay Berm
Qw=Cw L HA(3/2) H= 0.13 ft
Cw= 3.0
L= 55 ft
Qw= 7.60 cfs
Vel.=Qw/(H x L) = 1.08 ft/sec
Outlet Pipe
Size= 15 in
Q= 0.4 cfs
Vel.=Q/A pipe= 0.33 ft/sec
A pipe= 1.23 sf
Vel.>2.0 ft/sec use
10'x10'x1' Rip Rap
Energy Dissipater
E ElVE
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iiV:

ROY COOPER l ee„
+Co'emor .i
`a,;,Vj
MICHAEL S.REGAN c‘,.y,.,,..u;
x
BRIAN WRENN NORTH CAROLINA
Director l:munemtat Quality
September 16,2020
Via email only: iessenamcnhersonmarine.com
McPherson Marine Services,LLC
Attn: Jesse McPherson
101 North Atlantic Ave
Southport,NC 28461
Subject: Request for Additional Information
Stormwater Project No. SW8 200608
McPherson Marine Shop
Brunswick County
Dear Mr.McPherson:
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for
the subject project on June 19,2020. A preliminary in-depth review of that information has determined that the
application is not complete and that additional information is needed. To continue the review,please provide the
following additional information in a single,hard cony submittal package:
1. 15A NCAC 02.1042(2XaXiv), .1003(3)(b), and 1050(1):
a. The sum of the impervious areas listed in Section IV.10 of the application do not match the total
impervious area listed. Please confirm the final site layout and associated impervious areas is
presented consistently throughout the application documents.
b. The drainage area delineated on the plans does not include the wet pond. Please ensure the
drainage area includes all areas draining to the SCM,including the pond itself.
2. 15A NCAC 02H.1042(3)(b)and.1053(1):Row 26 of the supplement appears to contain the surface area
of the main pool and the forebay combined.This row should only contain the surface area of the main
pool. Please correct.
3. 15A NCAC 02H.1042(2)(f): The calculations show the top of the vegetative shelf to be 23.35' within the
stage storage table,however the rest of the documents list it at an elevation of 23.5'. It appears this should
be the temporary pool elevation on this stage storage table.Please confirm.
4. 15A NCAC 02H.1042(2)(gXiv): Please provide proposed contours and drainage patterns along the
drainage divides including the southern drainage area to support the delineated drainage area.
Recommendation:In the case where the contour interval on a "topographic"map is too large to
adequately reflect the existing and proposed drainage patterns of a relatively flat property, spot
elevations and/or a site-specific elevation survey may be needed.
5. 15A NCAC 02H.1050(1),(11)and(12):The temporary pool elevation appears to contain a typo on the
Operation and Maintenance agreement.Please correct.
6. 15A NCAC 02H.1053(7):In looking at the calculations,the head used to determine the drawdown time is
one half of the provided head. As noted on page 9 of Chapter B of the stormwater design manual for
calculations,usually 1/3 of the driving head is used to determine the flow and drawdown time. Please
reconsider the head and/or provide justification for this deviation from the provided guidance.
7. 15A NCAC 02H.1042(2): Please email the supplement form to the email address provided below so that
it can be preserved electronically per the regulatory requirements.
North Car,Ena DIVartmerft of Frrvronmenta r;z,a:ir Divot�#Enerry.M rcrai and Land Re ryes
.00 Mint:Von Regigna1 Oifece 1127 Cardinal ile=+e EEteca-ion WWiimingion.North Caerolino 26-409
:igaiaein o i' m.6wip 047' ff 7
Qttl:! b: q 3.

State Stormwater Permit No. SW8 200608
Page 2 of 2
Please remember to confirm that any revised information is presented consistently throughout the application
documents including calculations. supplements,narrative, and plans. Please also remember to provide two hard
copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by October 1,2020,or the
application will be returned as incomplete. If additional time is needed to submit the requested information,
please email your extension request prior to this due date to the email address provided below with a justification
and a date of when the requested information will be submitted, which shall be no later than 15 days past the
original due date.Please note that only two letters requesting additional information is allowed in the State
Stormwater Program for a total of 30 days to submit the requested additional information. If the information is
not satisfactorily provided after either the second request or 30 days, the project will be returned. If the project is
returned and you wish to re-submit later,you will need to resubmit all required items at that time,including the
application fee.
The construction of any impervious surfaces,other than a construction entrance under an approved Sedimentation
Erosion Control Plan,is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS
143-215.6A.
Please reference the State assigned project number on all correspondence. If you have any questions concerning
this matter,please feel free to call me at(910)796-7215 or email me at [e-mail].
Sincerely,
7ed 77ia eii4
Ted Triatnis
Engineer
DES/tjt: '\\:Stormwater\Permits&Projects'2020\200608 HD`,2020 09 addinfo 200608
cc: J.Phillip Norris,P.E.:Norris&Tunstall Consulting Engineers P.C.;via email:[e-mail]
Wilmington Regional Office Stormwater File

Triantafillopoulos, Ted
From: Triantafillopoulos,Ted
Sent: Wednesday, September 16,2020 10:30 AM
To: [e-mail]
Cc: Phil Norris
Subject: Request for Additional Information McPherson Marine Shop SW8 200608
Attachments: 2020 09 addinfo 200608.pdf
All,
Attached is a pdf of the request for additional information for the subject project. Please let me know if you have any
questions or concerns.Thank you.
Ted Triantis
Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Phone: [phone]
FAX: [phone]
Email: ted.tr antisancdenr.dov
127 Cardinal Drive Extension
Wilmington, NC 28405
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1

Burd, Tina J
From: Burd,Tina J
Sent: Wednesday,June 24, 2020 8:35 AM
To: [e-mail]; [e-mail]; Phil Norris
Subject: SW8 200608- McPherson Marine Shop
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section)
accepted the Stormwater Permit Application and $505.00 fee for the subject project on June 19, 2020. The
project has been assigned to Ted Triantis and you will be notified if additional information is needed. Please
be advised that the construction of built-upon area may not commence until the Stormwater Permit is issued.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this ,,cr`d,r •ss;y virtliect to the
North Carolina Public Records Law and may be disciosad to third parties
1

Application Completeness Review Checklist(Non-Transfers)-Short Version
Project Name: MC.TPi•tEIP-SC Al2._ e ,.5 40? Date Delivered to WIRO: 6ji J 11/Zak
Project County/Location: -3 nSt,Jic-K7s5;,...TAPC7(�-T yT BIMS Received/Accepted Date:
Rule(s): ®2017 Coastal 02008 Coastal E 11995 Coastal BIMS Acknowledged Date`
Phase II Universal E1988 Coastal
Permit Action: ENew Permit 412: -SIB•+$ 2()0(..,?C g
Major Mod/Minor Mod I Renewal Existing Permit q:
Permit Type: CD LD/LD Overall/HD&LD Combo Expriatian Date3:
General Permit/Off site/Exempt/Rescss:?on EOffsite to 5W8:
velopment Type: Commerci Residential/Other Lot is in MasTer Permit?
Subdivided?: Subdivision or Single La EIPE Cert on File?
Permittee Type&Documents Needed:
Property Owner(s) Purchaser Lessee EPA EDeveiooer
Viable? Viable? EViable? 0Viable? EViab e'
Deed Purchase Agmt DLease DElectian Minutes
Nat 5u bdi iv+ded: Deed
E5ubdivis+en Common Area Deed
Paperwork
OApplication
®Fee. ®SSO5(within Smo) Check#(s): E No g ee
Supplement?(1 new form or for older forms:I original per SCM)
O&M2
sails Report(Infi(or PP)
Calculations(signed/sealed)
Deed Restrictions,if subdivided2
®Project Narrative SC__
- MSGS Map(or on file?) Subject to 5A) � 14110 Subject to ORW?• ye•
Plans(2 Sets)
PE Certification
Electronic Copies
Easements, Recorded{2017 Rules)
0TES:
'Enter BIMS Acknowledged Date on this Sheet
2For New Projects-Enter New Permit q on Supplements&Deed Restiction Templates.
- If w/in 6 months and they are requestng a mod,STOP. Needs a renewal first.
EMAILED ENGINEER DATE: Comments:
. REVIEWER NAME: !L
G:WC\\\Referenre Library\Procedures\Checklists\Completeness Review Checkiist 202Q Q1 31

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Dr.,Suite 102 1429 Ash-Little River Road
Wilmington,NC 28412 Ash,NC 28420
[phone] [phone]
[phone] Fax [phone] Fax
John S.Tunstall,P.E. �"""- ""- VE" Phillip Norris,P.E.
T.Jason Clark,P.E. Thomas J.Scheetz,E.I.
June 17, 2020 iUN 1 9 2020
NC DEQ
Division of Energy, Mineral and Land Resources —State Stormwater Program
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
McPherson Marine Shop
Brunswick County, NC
N&T Project No. 20063
Dear Reviewer,
Please find enclosed the following:
1. Permit application processing fee of 5. A detailed narrative
$505.00 (Norris Check No. 1631) 6. A USGS map identifying the site
2. Original and one (1) copy of the location
Stormwater Management Permit 7. Calculations
Application Form 8. One (1) copy of the most current
3. Original and one (1) copy of the property deed
Supplement Form 9. One (1) copy of the N.C. Secretary of
4. Original and one (1) copy of the State documentation
O&M agreement 10.Two sets of plans
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
Tho
mas . Sc etz, L.l.
JPN/ttw
20063 06-17-20-s-sw-Itr(reviewer)
Enclosures
cc: Jesse McPherson
NCBELS License C-3641

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
MCPHERSON MARINE SHOP
E. Moore Street
Southport, NC 28461 JU
For eY• : ,
McPherson Marine Services, LLC
101 North Atlantic Ave.
Southport, NC 28461
910-279-4710
O -.,
F�SS�6 f/
,,,, pHl LL1P
44i nlNuu01A0°°0
June 2020
Prepared by:
NORRIS &TUNSTALL CONSULTING ENGINEERS, P.C.
1429-Ash— Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License#C-3641
N&T Project No. 20063

NARRATIVE
MCPHERSON MARINE SHOP
River Basin: Cape Fear
Receiving Stream Name: Gum Log Branch
Stream Class: SC;Sw,HQW
Stream Index Number: 18-88-1-3-1
DESCRIPTION:
The project site is a 7.44 AC tract located off East Moore Street in Southport. The
soils of the site consist of fine sandy loam with grades ranging from 1% to 3%.
Approximately 2.0 AC will be graded to allow construction of a commercial marine
services shop with graveled parking and access. The runoff from the site is estimated
using the rational method 10-year design storm and rainfall data for the area.
Construction is scheduled to begin as soon as all permits and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion control
measures. Silt fencing will be provided along each side of the entrance drive where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
property. Gravel check dams will not be provided unless the Contractor has to temporarily
discharge into an open ditch instead of the proposed storm drain outfall. The detention
pond will be used as a silt basin during construction and restored to its design contours
prior to completion. A gravel construction entrance will be constructed at the front
entrance. Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in Brunswick County. Land disturbing on the site will
exceed one acre, which requires the site to comply with County and State Regulations.
The stormwater runoff from the development will be directed to the stormwater detention
pond. The stormwater detention pond was designed to accommodate this site at 79.88%
impervious area lot coverage.
CONSTRUCTION SEQUENCE:
The contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed when
and if conditions warrant during construction. The detention pond/silt basin will be
constructed immediately after that portion of the site is cleared, and outlet structure with
protection will be installed. Disturbed areas will be landscaped or seeded upon
completion.
2

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. All erosion and sediment control measures will be checked for stability and
operation following every runoff-producing rainfall, but in no case, less than once
every week and within 24 hours of every half-inch rainfall.
2. All points of egress will have construction entrances that will be periodically top-
dressed with an additional 2 inches of#4 stone to maintain proper depth. They
will be maintained in a condition to prevent mud or sediment from leaving the site.
Immediately remove objectionable material spilled washed or tracked onto the
construction entrance or roadways.
3. Sediment will be removed from hardware cloth and gravel inlet protection, block
and gravel inlet protection, rock doughnut inlet protection and rock pipe inlet
protection when the designed storage capacity has been half filled with sediment.
Rock will be cleaned or replaced when the sediment pool no longer drains as
designed. Debris will be removed from the rock and hardware cloth to allow proper
drainage. Silt sacks will be emptied once a week and after every rain event.
Sediment will be removed from around beaver dams, dandy sacks and socks once
a week and after every rain event.
4. Diversion ditches will be cleaned out immediately to remove sediment or
obstructions from the flow area. The diversion ridges will also be repaired. Swales
must be temporarily stabilized within 21 calendar days of cease of any phase of
activity associated with a swale.
5. Sediment will be removed from behind the sediment fence when it becomes half
filled. The sediment fence will be repaired as necessary to maintain a barrier.
Stakes must be steel. Stake spacing will be 6 feet max. with the use of extra
strength fabric, without wire backing. Stake spacing will be 8 feet max. when
standard strength fabric and wire backing are used. If rock filters are designed at
low points in the sediment fence, the rock will be repaired or replaced if it becomes
half-full of sediment, no longer drains as designed or is damaged.
6. Sediment will be removed from the sediment basin when the design storage
capacity has been half filled with sediment. Rock will be cleaned or replaced when
the sediment pool no longer drains or if the rock is dislodged. Baffles will be
repaired or replaced if they collapse, tear, decompose or become ineffective. They
will be replaced promptly. Sediment will be removed from baffles when deposits
reach half the height of the 1st baffle. Floating skimmers will be inspected weekly
and will be kept clean.
Land Quality Requires:
7. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
3

cover. All slopes will be stabilized within 21 calendar days. All other areas will be
stabilized within 15 working days.
Water Quality Requires:
8. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover. All perimeter dikes, swales, ditches, perimeter slopes, ail slopes steeper
than 3' horizontal to 1' vertical (3:1) and all high quality water (HQW) zones shall
be provided temporary or permanent stabilization with ground cover as soon as
practicable but in any event within seven (7) calendar days from the last land-
disturbing activity. All other disturbed areas shall be provided temporary or
permanent stabilization with ground cover as soon as practicable but in any event
within fourteen (14) calendar days from the last land-disturbing activity.
9. Refer to new NPDES rules regarding basin outlet structures and skimmers shall
withdraw water from the surface.
4

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to prevent
the erosion of soil and the sedimentation of streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at the
initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide permanent protective covering for disturbed areas. Temporary and
permanent erosion control measures shall be coordinated to assure economical,
effective, and continuous erosion and siltation control throughout the construction
and post-construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by metal posts spaced
not more than 6 feet on center. The bottom of the fabric shall be buried a minimum
of 6 inches.
2.8 Gravel for check dams shall be#57 washed stone.
2.9 Aggregate for construction entrance shall be #4 washed stone.
5

2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to work
to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new
ditches, and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise shown
or directed.
3.3 Temporary Physicai Barriers are required where sedimentation on offsite property or
excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive erosion
and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1,000 square feet
and wood chips at a rate of 500 pounds per 1,000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be applied
at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A or Class B erosion control stone at minimum two feet high and
three feet thick across the watercourse, with a one foot thick layer of °ravel on
upstream side. Remove sediment if accumulated to a depth of 1.0 feet at upstream
face.
6

3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4 inches
and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1,000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specified seed mixture. Seed shall be worked into the bed to a depth of 1/4
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long by
6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a
depth greater than U.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall
be maintained until such time as vegetation is firmly established in the area
protected by the structure. Permanent streambank protection and grassed areas
shall be maintained until completion of the project. Areas that fail to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired.
END OF SECTION
7

" ' ` '' IIII Illl II 111 l II IIII IIIIINII ilI111ii Brenda Clemenons 20 PROp
B4281 954 t a-2„.aa,
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Brunswick County, NC Register of Deeds page 1 of 3
NTT )-oo(0 -6
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i� Brenda M. Clemmons Register of Deeds
y� 11-28-2019 14:20:14.001 Brunswick County, NC
NC REVENUE STAMP: $190.00 (t3681548
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NORTH CAROLINA GENERAL WARRANTY DEED -t as rehrc cad orco„-
NO OPINION OF TITLE OFFERED OR RENDERED
Tax Lot No. Excise Tax: $190.00 Parcel Identifier No. 22200007
Mail after recording to Geddings&Kleva.8721 East Oak Island Drive.Oak Island,NC 28465
This instrument was prepared by Sandra L.Darby.Esquire.P.O.Box 10807,Southport NC 28461. Delinquent
taxes,if any,to be paid by the closing attorney to the Brunswick County Tax Collector upon disbursement
of closing proceeds.
Brief description for the Index: 7.44 AC SR 1528
THIS DEED made this day of October,2019,by and between
GRANTOR GRANTEE
DIANNE P.BEARD AND SPOUSE, MCPHERSON MARINE SERVICES,LLC
SHELLEY DELL HEARD A NORTH CAROLINA LIMITED LIABILITY COMPANY
81 CROMER DRIVE 101 NORTH ATLANTIC AVENUE
SUMTER,SC 29150 SOUTHPORT,NC 28461
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,and assigns,and shall
Include singular,plural,masculine,feminine or neuter as required by contest.
WITNESSETH,that the Grantor,for a valuable consideration paid by the Grantee,the receipt of which is
hereby aclmowledged,has and by these presents does grant,bargain,sell and convey unto the Grantee in fee
simple, all that certain real property, together with improvements thereon and appurtenances thereto
belonging,situated in Smithville Township,Brunswick County,North Carolina,and more particularly as
described:
BEING all that certain tract or parcel of land containing 7.797 acres,more or
less,lying and being in Smithville Township,Brunswick County,North Carolina,
on the west side of State Road 1528 commonly known as the Old River Road,
bounded on the east by State Road 1528, on the north by Archer Daniels
Midland Company (formerly owned by Pfizer Corporation), on the west by
Archer Daniels Midland Company(formerly owned by Pfizer Corporation)and

IIIIIIIIIIIIIIIIIII111111IIIIIIIII 4jp
wickCtyCiteeds• page 2 of 3
on the south by Archer Daniels Midland Company and Brunswick County
(formerly owned by Pfizer Corporation), said property having the metes and
bounds as stated in Book 1456 page 189 of the Brunswick County Registry.
This is the same property acquired by the Grantors by deed recorded in Book 2861 at
Page 0416 in the Office of the Register of Deeds of Brunswick County,North Carolina.
This is not the Grantor's Primary Residence.
Shelley Dell Beard joins this conveyance for the sole purpose of conveying any marital interest he
may have as the spouse of Dianne P.Beard.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple,has the right
to convey the same in fee simple,that title is marketable and free and clear of all encumbrances,and that
Grantor will warrant and defend the title against the lawful claims of all persons whomsoever except for the
exceptions hereinafter stated.
Title to the property hereinbefore described is subject to the following exceptions:
1. Any and all easements,and public and private utility or rights
of way of record or otherwise affecting said property.
2. Ad valorem taxes for 2019 and subsequent years.
3. Subject to all restrictions, limitations and reservations of record sod FIR
amended and supplemented from time to time.
(Signature Page&Notary to Follow)
.... +�.i- _ -`T-.-,�.•,ffi€a..iv�;��:.�"'F.wi � «k�

IIIIIII II 1III1IIIIIIII IIII Bf21lri ' POII IINIr8ee 3 sf3
IN WITNESS WHEREOF,the Grantors have hereunto set their hands and seals,the day and year
first above written.
ritZtrit4t,
/R ✓pen G% (Seal)
Dianne P.Beard
-11 r e. (Seal)
Shelley 1...1 Beard
STATE OF SOu{-hnaroli1n4
COUNTY OF S()rn+ev'
I,the undersigned,a Notary Public for said County and State,do hereby certify that Dianne P.Beard
and Shelley Dell Beard, Grantors herein, either being personally !mown to me or whose identity was
evidenced by the form of a Driver's License,personally appeared before me this day,and acknowledged the
due execution of the foregoing instrument.
WITNESS my hand and official seal or stamp,this the 25 day of October,2019.
(SEAL-STAMP); Notary blic
Printed Name: D q
I,�ppluutrlhrr,�r My commission expires: —p•
cp.. ... ice ' l
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N� 0.00(03
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
McPherson Marine Services LLC
Information
Sosld: 1567883 44
Status: Current-Active �/ �
4/4/
Date Formed: 1/23/2017 ( fzoo
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: McPherson, Jesse P.
Addresses
Mailing Principal Office Reg Office Reg Mailing
101 N. Atlantic Ave. 101 N. Atlantic Ave. 101 N. Atlantic Ave. 101 N. Atlantic Ave.
Southport, NC 28461 Southport, NC 28461 Southport, NC 28461 Southport, NC 28461
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Administrative Member Administrative Member
Jesse Porter McPherson Kara Sutherland McPherson
101 North Atlantic Avenue 101 North Atlantic Avenue
Southport NC 28461 Southport NC 28461

SOS1D: 1567883
Date Filed: 1/23/2017 11:53:00 AM
Elaine F.Marshall
North Carolina Secretary of State
State of North Carolina C2017 017 00296
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57D-2-20 of the General Statutes of North Carolina,the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
McPherson Marine Services LLC
1. The name of the limited liability company is:
(See Item lof the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether
each person is executing these articles of organization in the capacity of a member,organizer or both.
Note: This document must be signed by all persons listed.)
Name Address Capacity
Kara S. McPherson 101 N.Atlantic Ave, Southport, NC 28461 member/organizer
Jesse P. McPherson 101 N.Atlantic Ave, Southport, NC 28461 member/organizer
Jesse P. McPherson
3. The name of the initial registered agent is:
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 101 N.Atlantice Ave
Southport 28461 BRUNSWICK
City State:NC Zip Code: County:
5. The mailing address,if different from the street address, of the initial registered agent office is:
Number and Street
City State:NC Zip.Code: . County:
6. Principal office information: (Select either a or b.)
a. 0 The limited liability company has a principal office.
910-363-4894
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street: 101 N.Atlantic Ave,
City: Southport State:NC Zip Code: 28461 County: BRUNSWICK
CORPORATIONS DIVISION P.O.Box 29622 RALEIGH,NC 27626-0622
(Revised December 2016) 2 (Form L-01)

The mailing address,if different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code: County:
b. ❑The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include(e.g.,the purpose of the entity)
are attached.
8. (Optional):Listing of Company Officials(See instructions on the importance of listing the company officials in
the creation document.
Name Title Business Address
KARA S.MCPHERSON OWNER ; 101 N.ATLANTIC AVE,SOUTHPORT NC
JESSE P.MCPHERSON OWNER 101 N.ATLANTIC AVE,SOUTHPORT NC
Privacy Redaction
9. (Optional):Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business aut
a document is filed. The e-mail provided will not be viewaoie on me weostre. rur mule nnrounmurun on wny uns
service is offered,please see the instructions for this document.
•
10. These articles will be effective upon filing,unless a future date is specified:
This is the 9th day of January . ,2017
Signature
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item#2 above.
/4144. ar -
Signature Member Signature Member
KARA S.MCPHERSON OWNER/ORGANIZER JESSE P. MCPHERSON OWNER/ORGANIZEF
Type and Print Name and Title Type and Print Name and Title
NOTE:
1. Filing fee is$125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O.Box 29622 RALEIGH,NC 27626-0622
(Revised December 2016) 3 (Form L-01)

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