SW8060740_Historical File_20231031

For DED UseLY 1
Reviewer: Lae
1
RECEIVED North Carolina Department of Environmental Quality
OCT 2 4 P013 Request for Express Permit Review Submit
Time:
Confirm:
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
pa kage of the project location.Please include this form in the application package.
Asheville Region-Alison Davidson 828-296-4698;alison.davidson(dlncdenrgov Provided Existing mits
• related to this Pro)ectect
• Fayetteville Region-Johnathan Watts 910-433-3353;iohnathan.watts(ncdenr.gov
• Mooresville Region-Jesse McDonnell 704-235-2107;iesse.mcdonnellancdenruov SW--
® Raleigh Region-David Lee 919-791-4204;david.lee(ancdenr.gov SW
• Washington Region-Lyn Hardison 252-948-3842;lvn.hardison(iOncdenrgov SW
NPDES _ _ _
• Wilmington Region-Richard Davis(Primary)910-796-7268;richard.davisancdenrgov NPDES
• Wilmington Region-Cameron Weaver(Back-up)910-796-7265;cameron.weaver(dlncdenrgov WQ
• Winston-Salem Region-Paul Williams 336-776-9631;paul.e.williams(a ncdenr crov WQ..
E&S
NOTE:Project application received after 12 noon will be stamped in the following work day. E&S
Project Name:MYRTLE GROVE VILLAGE SHOPPING CENTER County:NEW HANOVER Other__ --
Applicant:JEFFREY ROSENBERG Company:BVC MYRTLE GROVE,LLC
Address:176 N MAIN ST,SUITE 210 City:FLORIDA,State:NY Zip:10921-_
Phone:[phone],Fax: ,Email:JROSENBERGOBIGV.COM&GDOBURt8 BIGV.COM@
Physical Location:5613 CAROLINA BEACH ROAD
Project Drains into UT MOTTS CREEK waters-Water classification C:SW(DWR Surface Water Classifications Map)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters?N,within 1/2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters?N Trout Waters?N,Water Supply Watershed(e.g.,WS-I,II,Ill,IV,V)?N
Engineer/Consultant:ROBERT BALLAND Company:PARAMOUNTE ENGINEERING
Address:122 CINEMA DRIVE City:WILMINGTON,State:NC Zip:28405-
Phone:[phone],Fax:_ ,Email:[e-mail]
SECTION ONE: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
®Land Quality ®Erosion and Sedimentation Control Plan with 29 acres to be disturbed.
El 401 Unit ❑Stream Origin Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
El Intermittent/Perennial Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
El 401 Water Quality Certification ❑Isolated Wetland( linear ft or_acres)
El Riparian Buffer Authorization El Minor Variance ❑Major General Variance
mow% ()ce,t7y-.b
Z State Stormwater ❑General ❑SFR, ❑SFR<1 ac. El Bkhd&Bt Rmp, ❑Clear&Grub, El Utility El Other
El Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW (Provide permit#)]
El High Density-Detention Pond _#Treatment Systems El High Density-Infiltration #Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems ❑High Density-SW Wetlands #Treatment Systems
El High Density-Other _#Treatment Systems/❑MOD:❑Major®Minor❑Plan Revision—CI Redev.Exclusion SW 8060740(Provide permit#)
El Coastal Management El Excavation&Fill El Bridges&Culverts ❑Structures Information
El Upland Development ❑Marina Development El Urban Waterfront
SECTION TWO-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT
Stream(s)and/or Wetland(s)on Site El Yes®No Buffer Impacts: ®No El YES: _acre(s)
Wetlands Delineation has been completed:®Yes❑No Isolated wetland on Property El Yes®No
US ACOE Approval of Delineation completed:Z Yes❑No 404 Application in Process w/US ACOE: El Yes ® No Permit
Received from US ACOE®Yes El No
For DEQ use
Fee Split for multiple permits:(Check# ) Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ I 401:
SW(❑HD,0 LD,0 Gen) $ Stream Deter,_ $
iQS $
NCDEQ EXPRESS February 2023

MYRTLE GROVE VILLAGE SHOPPING CENTER
REDEVELOPMENT AND EXPANSION
NEW HANOVER COUNTY,NORTH CAROLINA
STORMWATER & EROSION CONTROL NARRATIVE
Prepared for:
BVC Myrtle Grove, LLC
176 N. Main Street, Suite 210
Florida, NY 28209
Prkpared by:
PAR-A C) UN TB
ib% 04 C. 04 M 1 04 C-1. 1 04 .0
122 Cinema Drive
WArningron,NC 2844)3
(910 791-6707 4,,A0 C.4.704N,
N(:License#:C.2846
Project No 22156 PI-. AL
03 6 I
tia‘17.
October 2023
p

MYRTLE GROVE VILLAGE SHOPPING CENTER
REDEVELOPMENT AND EXPANSION
NEW HANOVER COUNTY, NORTH CAROLINA
Table of Contents
Design Narrative
Proposed Improvements
Results
Maintenance
Erosion and Sedimentation Control Specification
USGS Map
Erosion Control Calculations
Stormwater Calculations
2

PROJECT NARRATIVE
The Village at Myrtle Grove Retail Shopping Center in Southern New Hanover County is
redeveloping and proposing to remove the old Staples Retail building and replace with a larger
retail building(+/-150,820 sf) of a larger nation Retailer. The anchor tenant is The Home Depot
Retailer. The site is located at 5613 Carolina Beach Road,Wilmington, NC 28401 and owned by
BVC Myrtle Grove,LLC. The New Hanover Tax PIN#is R07614-001-010-000,Zoning is B-2, and
total parcel area of 28.6 acres.
The existing parcel has parking and curb already installed. The grading and storm drainage
drains to the parking lot inlets, which are piped to the rear of the property in a large wet
retention pond.
The background associated with this site was that an approved permit was issued January 2007
to Port City Limited Partnership by New Hanover County (ATC #329-01/18/07). The permit
consisted of two Ponds along with storm pipes on the property. Pond 1 is located along Piner
Rd near the Home Depot, and Pond 2 is the larger Pond in the rear of the shopping center along
the woodline. The 25-yr storm pre-post development runoff ordinance was met. In 2009, some
of the Pond calculations were modified for both Ponds for various reasons. The County should
have on file the calculations for the storm drain and Ponds along with Asbuilts.
In addition,NCDEQ Stormwater Permit SW8 060740 has been modified since 2007. The permit
is currently in-compliance and in process of a Permit Transfer to BVC Myrtle Grove, LLC of
Florida,NY. The same entity will hold the County's permit as well.
The soils consist of Lynn Haven fine sand (Ly), Leon sand (Le), Murville fine sand (Mu), and
Kureb sand (Kr), which have a HSG classification of B/D, A/D, and A respectively according to
the New Hanover County Soils Map and Table 3-5 of the NHC Stormwater Design Manual.
Given this site is a shopping center, there are or will not be any proposed open areas of these
soils exposed.
According to the attached USGS map, the project drains to the original headwaters of Motts
Creek, which has a stream dassification of C;Sw (18-87-24-2) and is within the Cape Fear River
Basin. The drainage from this site flows under Piner Road then across South College (NC 132)
and into the Motts Creek drainage.
PROPOSED IMPROVEMENTS
The shopping center is proposing to remove the old Staples Retail building and replace with a
larger retail building (+/-150,820 sf) of a larger nation Retailer. The construction will consist of
modified parking areas, landscaping islands, and sidewalks. Stormwater will be treated in the
existing stormwater system and specifically Pond 2. Additional stormwater analysis are
computed in accordance to the recently adopted NHC Stormwater Design Manual for inlet
spread and pipe calculations for the proposed storm drain pipes.
3

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RECEIVED OCT 24 1N13
MYRTLE GROVE VILLAGE SHOPPING CENTER
REDEVELOPMENT AND EXPANSION
NEW HANOVER COUNTY, NORTH CAROLINA
STORMWATER & EROSION CONTROL NARRATIVE
Prepared for:
BVC Myrtle Grove, LLC
176 N. Main Street, Suite 210
Florida, NY 28209
Prepared bar.
PAApyNEE
. 1 N C
122 Cinema Drive
Wilmington,NC 28403 ti�or,,,itiu'• .,,,.
[phone] ,,q " c CA. 4+
NC License#:G?846 + �"S
Project No.22156.PE EAL s
03 5'1 =
r
October 2023 �': ; f jf

MYRTLE GROVE VILLAGE SHOPPING CENTER
REDEVELOPMENT AND EXPANSION
NEW i ANO v'ER COUNTY, NORTH CAROLINA
Table of Contents
Design Narrative
Proposed Improvements
Results
Maintenance
Erosion and Sedimentation Control Specification
USGS Map
Erosion Control Calculations
Stormwater Calculations
2

PROJECT NARRATIVE
The Village at Myrtle Grove Retail Shopping Center in Southern New Hanover County is
redeveloping and proposing to remove the old Staples Retail building and replace with a larger
retail building (+/-150,820 sf) of a larger nation Retailer. The anchor tenant is The Home Depot
Retailer. The site is located at 5613 Carolina Beach Road,Wilmington, NC 28401 and owned by
BVC Myrtle Grove,LLC. The New Hanover Tax PIN#is R07614-001-010-000,Zoning is B-2,and
total parcel area of 28.6 acres.
The existing parcel has parking and curb already installed. The grading and storm drainage
drains to the parking lot inlets, which are piped to the rear of the property in a large wet
retention pond.
The background associated with this site was that an approved permit was issued January 2007
to Port City Limited Partnership by New Hanover County (ATC #329-01/18/07). The permit
consisted of two Ponds along with storm pipes on the property. Pond 1 is located along Piner
Rd near the Home Depot, and Pond 2 is the larger Pond in the rear of the shopping center along
the woodline. The 25-yr storm pre-post development runoff ordinance was met. In 2009, some
of the Pond calculations were modified for both Ponds for various reasons. The County should
have on file the calculations for the storm drain and Ponds along with Asbuilts.
In addition, NCDEQ Stormwater Permit SW8 060740 has been modified.since 2007. The permit
is currently in-compliance and in process of a Permit Transfer to BVC Myrtle Grove, LLC of
Florida,NY. The same entity will hold the County's permit as well.
The soils consist of Lynn Haven fine sand (Ly), Leon sand (Le), Murville fine sand (Mu), and
Kureb sand (Kr), which have a I ISG dassification of B/D, A/D, and A respectively according to
the New Hanover County Soils Map and Table 3-5 of the NHC Stormwater Design Manual.
Given this site is a shopping center, there are or will not be any proposed open areas of these
soils exposed.
According to the attached USGS map, the project drains to the original headwaters of Motts
Creek, which has a stream classification of C;Sw (18-87-24-2) and is within the Cape Fear River
Basin. The drainage from this site flows under Piner Road then across South College (NC 132)
and into the Motts Creek drainage.
PROPOSED IMPROVEMENTS
The shopping center is proposing to remove the old Staples Retail building and replace with a
larger retail building (+/-150,820 sf) of a larger nation Retailer. The construction will consist of
modified parking areas, landscaping islands, and sidewalks. Stormwater will be treated in the
existing stormwater system and specifically Pond 2. Additional stormwater analysis are
computed in accordance to the recently adopted NHC Stormwater Design Manual for inlet
spread and pipe calculations for the proposed storm drain pipes.
3

DESIGN METHOD
Storm conveyance calculations have been performed utilizing the Rational Method within
Carlson Hydrology Software Routines which employs the FHWA Method for HGL
computations. The New Hanover County PPF Table (NOAA Atlas 14)from this part of the
County has been implemented for the new storm drain analysis. HGL calculations were
performed with the wet pond tailwater condition being at the water quality volume storage
elevation.
Storm routing calculations have been performed utilizing the SCS Method within HydroCAD
version 10.00.
MAINTENANCE:
Contractors shall be responsible for periodic inspection and maintenance of all indicated
erosion control devices. In addition, inspection and any necessary maintenance will be required
immediately following any significant storm event. Any erosion control measure that fails to
function as intended shall be repaired immediately. Upon completion of construction and the
establishment of stabilized ground cover, the property owner shall be responsible for any
ongoing site maintenance.
DEVELOPMENT PHASING AND OTHER PERMITS:
• This will be a single-phase development as the retail building and associated site will be
built all at one time.
• The overall parcel redevelopment area is 28.6 acres.
• There are no wetlands on site.
• Other permits obtained or will be obtained include:
• NHC Erosion Control Permit(#52-06)
• NHC Stormwater Permit(ATC#329-01/18/07)
• NC State Stormwater Permit Modification(SW8 060740)
• Other local building permits.
EASEMENTS:
• All on-site drainage is to be private.All maintenance will be the responsibility of the
property owner as required in the New Hanover County stormwater system operation
and maintenance plan agreement.
• Drainage access easement are existing as found recorded in Map Book 52,Page 21 in the
County registry.
4

EROSION AND SEDIMENTATION CONTROL SPECIFICATION
PART 1-GENERAL
1.1 RELATED DOCUMENT
A. Drawings and general provisions of the Contract, induding General and Supplementary
Conditions and Division 1 Specification Sections,apply to this Section.
1.2 WORK INCLUDED
A. 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.
B. Contractor shall, upon suspension or completion of land-disturbing activities, provide
protection covering for disturbed areas.Permanent vegetation shall be established at the earliest
practicable time. Temporary and permanent erosion control measures shall be coordinated to
assure economical, effective, and continuous erosion and sediment control throughout the
construction and post construction period.
1.3 RELATED SECTIONS
A. Related Sections-The following Sections contain requirements that relate to this Section:
1. 01011-Existing Underground Utilities
2. 01015-Special Conditions for this Contract
3. 01070-Shop Drawings,Project Data&Samples
4. 02200-Earthwork,Excavation Trenching,and Backfilling
5. 02230-Site Clearing
6. 02240-Dewatering
7. 02485-Seeding General Areas
1.4 REGULATORY REQUIREMENTS
A. Contractor shall be responsible for prevention of damage to properties outside the construction
limits from siltation due to construction of the project. The Contractor will assume all
responsibilities to the affected property owners for correction of damages that may occur.
Erosion control measures shall be performed by the Contractor, conforming to the requirements
of, and in accordance with plans approved by applicable state and local agencies and as per the
erosion control portion of the construction drawings and these specifications. The Contractor
shall not allow mud and debris to accumulate in the streets.Should the Contractor pump water
from trenches during construction, appropriate siltation preventative measures shall be taken
prior to discharge of pumped water into any storm drain or stream.
5

PART 2-PRODUCTS
2.1 Open mesh biodegradable mulching cloth.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground 1 limestone containing not less than 10 percent
magnesium oxide.
2.4 Phosphate shall be 20 percent super phosphate or equivalent.
2.5 Provide grass seed mixture as shown on the plans.
2.6 Silt fence shall consist of non-biodegradable filter fabric (Trevira, Mirafi, etc.) wired to
galvanized wire mesh fencing and supported by wood or metal posts.
2.7 NCDOT Class B stone for erosion control.
PART 3-EXECUTION
3.1 CLEARING
A. Clearing and grubbing shall be scheduled and performed in such a manner that subsequent
grading operation and erosion control practices can follow immediately thereafter. Excavation,
borrow, and embankment operations will be conducted such that continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative cover
within 7 working days after completion of active construction. All slopes shall be planted
within 14 calendar days after completion of such activity.
3.2 STABILIZING
A. The angle for graded slopes and fills shall be no greater than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures.All disturbed areas not
to be paved and left exposed will, within 14 calendar days of completion of any phase of
grading,be planted or otherwise provided with either temporary or permanent ground cover,
devices, or structures sufficient to restrain erosion. All slopes steeper than 3:1 shall be planted
or otherwise provided with either temporary or permanent ground cover,devices,or structures
sufficient to restrain erosion within 7 calendar days.
3.3 REGULATORY REQUIREMENTS
A. Whenever land disturbing activity is undertaken on a tract,a ground cover sufficient to restrain
erosion must be planted or otherwise provided within 7 calendar days on that portion of the
tract upon which further active construction is to being undertaken.
B. If any earthwork is to be suspended for any reason whatsoever for longer than 7 calendar days,
the areas involved shall be seeded with vegetative cover or otherwise protected against
excessive erosion during the suspension period. Suspension of work in any area of operation
does not relieve the Contractor of the responsibility for the control of erosion in that area.
6

PART 4-CONSTRUCTION PHASE
4.1 PRACTICES
A. Avoid dumping soil or sediment into any streambed or watercourse. Backfill for stream
crossings shall be placed dry and compacted to minimize siltation of the watercourse, where
applicable.
B. Maintain an undisturbed vegetative buffer where possible between a natural watercourse and
trenching and grading operations.
C. Avoid equipment crossings of streams,creeks,and ditches where practicable.
PART 5-SEDIMENT CONTROL FEATURES
5.1 GENERAL
A. All devices (silt fences, retention areas, etc.), for sediment control shall be constructed at the
locations indicated prior to beginning excavation on the site. All devices shall be properly
maintained in place until a structure or paving makes the device unnecessary or until directed
to permanently remove the device.
5.2 DESIGN APPLICATIONS
A. Mulch shall be used for temporary stabilization of areas subject to excessive erosion, and for
protection of seed beds after planting where required.
1. Jute,mesh,etc.should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes to restrict movement of sediment from the site.
C. Riprap shall be used at the proposed outfall pipes as indicated on plans.
D. Establish vegetative cover on all unpaved areas disturbed by the work.
1. Preparation of Seedbed. Areas to be seeded shall be scarified a depth of 6 inches 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.
a. Lime-2 ton per acre
b. Nitrogen-100 pounds per acre
c. P2O5-200 pounds per acre
2. Seeding.Disturbed areas along roads and ditches shall be permanently seeded with 10-20
pounds per acre of centipede during the period from March through September.Seeding
performed during the period from April to August shall be temporarily seeded with 40
pounds per acre of German Millet. The permanent vegetative cover will be over seeded
at the earliest possible time as specified above.
3. Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore.
7

5.3 MAINTENANCE
A. The Contractor shall be responsible for maintaining all temporary and permanent erosion
control measures in functioning order. Temporary structures shall be maintained until such
time as vegetation is firmly established and grassed areas shall be maintained until completion
of the project. Areas which fail to show a suitable stand of grass or which are damaged by
erosion shall be immediately repaired.
5.4 REMOVAL OF SEDIMENT CONTROL DEVICES
A. Near completion of the project, when directed by the Owner's agent, the Contractor shall
dismantle and remove the temporary devices used for sediment control during construction.
All erosion control devices in seeded areas shall be left in place until the grass is established.
Seed areas around devices and mulch after removing or filling temporary control devices.
END OF SECTION 02410
8

oTY.H
MORGHAN GETTY t _ '' {,. �� °�x�
COLLINS NewHanover �,.. � .b K c,
Register of Deeds w '
Register of Deeds z ��'�', j
_"320 CHESTNUT ST SUITE 102 • WILNMINGTON,NORTH CAROLINA 28401 ��' - �
Telephone [phone] • Fax [phone] .` ,gat,
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State of North Carolina, County of NEt HANOVER
Filed For Registration: 07/18/'023 10:27:26 A.
Boob: RE 6651 Page: 2911-2914
4 PGS $26.00
Real Property $26.00
Recorder KELLIE GILES DECEAVF1'
Document No: 2023017752
II
DO NOT REMOVE
This certification sheet is a vital part Of your recorded document. Please retain with original document and submit
when re-recording. .

�o
RA U
N
ENGINEERING , 1 N C.
1 2 2 CINEMA DRIVE
RECEIVED OCT 21 , "_ W I L M I N r T O N , NC 2 8 4 0 3
�'0 7 9 1 - 6 7 0 7 ( 0 ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
LETTER OF TRANSMITTAL
7 To: NCDEQ Date 10/20/23
Washington Regional Office
943 Washington Square Mall Re: Myrtle Grove Village(SW8o6o74o)
Washington, NC 27889 Express Permit Submittal
Attn: Lyn Biles Project No. 22156.PE
IWe are sending: ❑Originals ❑Prints ❑Shop Drawings ❑Calculations
The following items: El Correspondence El Plans ❑ Specifications ❑Other as listed below
Quantity Date Dwg.No. Description
1 Stormwater Narrative
1 Check for$1500
3 3 Sets of plans
1 Stormwater permit (SW8060740)
1 Minor Modification form
Issue Status: ®For Approval ❑As Requested 0 Construction ❑Bid
❑For Your Use ❑For Review and Comment ❑Approved as Noted ❑See Remarks
'Action Taken. ❑ No Exceptions Taken ❑ Make Corrections Noted El Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted r Other
'Remarks:
If you have any further questions,please contact Rob Balland @ [e-mail]
Cc. Signed:
xi Book 0 Admin ssistan"''