SW8110804_Current Permit_20220811

ROY COOPER tit')
Governor 0i1 _'u
ELIZABETH S.BISER e.m.
Secretary
BRIAN WRENN NORTH CAROLINA
Director Environmenta7Quality
August 11,2022
Hudson Bishops Creek Property,LLC
Hudson Bishops Creek JV,LLC,Manager
HCP Development,LLC,Manager
HudsonCap Management IV,LLC,Manager
Attn:Philip H.Meisner,Authorized Signer
400 Frank W.Burr Boulevard, Suite 8
Teaneck,NJ 07666
Subject: Post-Construction Stormwater Management Permit No. SW8 110804
Bishop Creek Apartments
High Density Project
Pender County
Dear Mr.Meisner:
The Division of Energy,Mineral and Land Resources received a complete,modified Post-Construction
Stormwater Management Permit Application for the subject project on August 10,2022. Staff review of the plans
and specifications has determined that the project,as proposed,complies with the Stormwater Regulations set
forth in Title 15A NCAC 2H.1000 amended on January. 1,2017(2017 Rules). Please refer to Attachment C for a
detailed description of the current proposed major modification and a list of all the past modifications approved
during the effective period of the permit.We are hereby forwarding the modified,updated,and re-issued Permit
No. SW8 110804 dated August 11,2022,for the construction,operation and maintenance of the built-upon areas
(BUA)and stormwater control measures(SCMs)associated with the subject project.Please replace the previous
application (SWU-101), supplement, operation and maintenance agreement with the attached modified versions.
Please replace the previously approved plan sheet(s) with the approved modified version(s) enclosed.
This permit shall be effective from the date of issuance until September 23,2029 and does not supersede any
other agency permit that may be required. The project shall be subject to the conditions and limitations as
specified therein.Failure to comply with these requirements will result in future compliance problems. Please
note that this permit is not transferable except after notice to and approval by the Division.
If any parts,requirements,or limitations contained in this permit are unacceptable,you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings(OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty(30)days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee(if a filing fee is required)and/or the details of the filing process at 6714 Mail Service Center,
Raleigh,NC 27699-6714,or via telephone at 919-431-3000,or visit their website at www.NCOAH.com.Unless
such demands are made this permit shall be fmal and binding.
If you have any questions concerning this permit,please contact Garrett Zorda in the Wilmington Regional
Office,at(910)796-7215 or [e-mail].
Sincerely,CA5L `M e
Brian Wrenn,Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Attachment C—Permitting History
Application Documents
DES/gdz: \\\Stormwater\Permits&Projects 12011\110804 HD\2022 08 permit 110804
cc: Jeremy R.Blair,PE,Paramounte Engineering
Pender County Planning Department
Wilmington Regional Office Stormwater File
----A,,
- North Carolina Department o€Enviaronmentai Quality, I Division of Energy,Mineral and Land Resources
Wilmington Regional Office 1127 Caron,
Cardinal Drive:xtension I Wilmington North Carolina 28405
NORTH r
910.796.7215

Post-Construction Stormwater Management
Permit No. SW8 110804
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission, including 15A NCAC 02H.1000 amended on
January 1, 2017 (2017 Rules) (the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
Hudson Bishops Creek Property, LLC
Bishop Creek Apartments
Charlie Medlin Drive, Surf City, Pender County
FOR THE
construction, management, operation and maintenance of built-upon area (BUA) to one (1) wet
detention basin ("stormwater control measures" or"SCMs") discharging to Class SA-HQW as outlined
in the application, approved stormwater management plans, supplement, calculations, operation and
maintenance agreement, recorded documents, specifications, and other supporting data (the
"approved plans and specifications") as attached and/or on file with and approved by the Division of
Energy, Mineral and Land Resources (the "Division" or"DEMLR"). The project shall be constructed,
operated and maintained in accordance with these approved plans and specifications. The approved
plans and specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until September 23, 2029 and shall be subject
to the following specified conditions and limitations. The permit issued shall continue in force and
effect until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
1. BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 485,275
square feet. The runoff from all BUA within the permitted high density drainage area of this
project must be directed into the permitted SCM. The BUA requirements and allocations for this
project are as follows:
a. SCM BUA LIMITS. The SCM has been designed to handle the runoff from 485,275 square
feet of BUA within the delineated drainage area, also referred to as Drainage Area#1. The
BUA for the future development is limited to 45,495 square feet.
b. BUA FOR INDIVIDUAL LOTS. The offsite lot, permitted under Offsite Permit No. SW8
980720, is limited to a maximum of 81,500 square feet of BUA, as indicated in the approved
plans and specifications. The maximum BUA assigned to each lot via this permit may
not be increased or decreased by either the individual lot owner or the permittee
unless and until the permittee notifies the Division and obtains written approval from
the Division.
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Post-Construction Stormwater Management
Permit No. SW8 110804
2_ PERVIOUS AREA IMPROVEMENTS. At this time, none of the pervious area improvements
listed in G.S. 143-214.7(b2) or the Stormwater Design Manual have been proposed for this
project. Pervious area improvements will be allowed in this project if documentation is provided
demonstrating those improvements meet the requirements of the stormwater rule.
3. OFFSITE LOT REQUIREMENTS. Each non-residential lot whose ownership is not retained by
the permittee shall submit a separate off-site stormwater permit application to the Division and
receive approval prior to construction. Prior to the discharge of stormwater runoff from any lot
into the approved stormwater system, the permittee shall ensure that the owner of the non-
residential lot has obtained the separate off-site stormwater management permit.
4 SCM REQUIREMENTS. The SCM requirements for this project are as follows:
a. SCM DESIGN. The SCM is permitted based on the design criteria presented in the sealed,
signed and dated supplement and as shown in the approved plans and specifications. This
SCM must be provided and maintained at the design condition.
b. SCM DESIGN FOR SA WATER. The SCM(s) provide(s) runoff treatment for the difference
between the pre- and post-development runoff volumes for the one-year, 24-hour storm
event and have demonstrated that it is not feasible to meet the minimum design criteria for
an infiltration system. The stormwater is filtered through a minimum of 18 inches of sand
prior to discharge. The discharge is directed to a level spreader—filter strip and the excess
runoff is released at a non-erosive velocity at the edge of the vegetated setback or to an
existing stormwater drainage system.
c. PLANTING PLAN. The SCM landscape planting plan shown in the approved plans shall be
followed in its entirety during construction. After the plants are established, the operation
and maintenance agreement must be followed.
d. FOUNTAINS. At this time, a decorative spray fountain has not been proposed within the wet
pond. Decorative spray fountains will be allowed in the wet pond if documentation is
provided demonstrating that the proposed fountain will not cause resuspension of sediment
within the pond or cause erosion of the pond side slopes.
e. IRRIGATION. If the wet pond is to be used for irrigation, it is recommended that some water
be maintained in the permanent pool, the vegetated shelf is planted with appropriate species
that can handle fluctuating conditions, and human health issues are addressed.
5. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
6. VEGETATED SETBACKS. A 50-foot wide vegetative setback must be provided and maintained
in grass or other vegetation adjacent to all surface waters as shown on the approved plans. The
setback is measured horizontally from the normal pool elevation of impounded structures, from
the top of bank of each side of streams or rivers, and from the mean high waterline of tidal
waters, perpendicular to the shoreline.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated setback
except as shown on the approved plans.
b. RELEASE OF STORMWATER NOT TREATED IN AN SCM. Stormwater that is not treated
in an SCM must be released at the edge of the vegetated setback and allowed to flow
through the setback as dispersed flow.
7. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds:
a. EASEMENTS. All SCMs, stormwater collection systems, vegetated conveyances, and
maintenance access located on property owned by other persons or entities must be located
in permanent recorded easements or drainage easements as shown on the approved plans.
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Post-Construction Stormwater Management
Permit No. SW8 110804
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS. If a final plat is recorded, it must reference the operation and maintenance
agreement and must also show all public rights-of-way, dedicated common areas, and/or
permanent drainage easements, in accordance with the approved plans.
d. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. The permittee shall record deed
restrictions and protective covenants prior to the issuance of a certificate of occupancy to
ensure the permit conditions and the approved plans and specifications are maintained in
perpetuity.
8. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on-site stormwater system will be repaired immediately.
a. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. During construction, all
operation and maintenance for the project shall follow the Erosion Control Plan requirements
until the Sediment-Erosion Control devices are converted to SCMs or no longer needed.
Once the device is converted to a SCM, the permittee shall provide and perform the
operation and maintenance as outlined in the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device
and/or removed or destroyed during construction, it must be restored to the approved design
condition prior to close-out of the erosion control plan and/or project completion and/or
transfer of the permit. Upon restoration, a new or updated certification will be required for the
SCM(s) and a copy must be submitted to the appropriate DEQ regional office.
9. MODIFICATIONS. No person or entity, including the permittee, shall alter any component
shown in the approved plans and specifications. Prior to the construction of any modification to
the approved plans, the permittee shall submit to the Director, and shall have received approval
for modified plans, specifications, and calculations including, but not limited to, those listed
below. For changes to the project or SCM that impact the certifications, a new or updated
certification(s), as applicable, will be required and a copy must be submitted to the appropriate
DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any infiltrating permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a pervious surface that were not included in the
approved plans and specifications.
g. Other modifications as determined by the Director.
10. DESIGNER'S CERTIFICATION. Upon completion of the project, the permittee shall determine if
the project is in compliance with the approved plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the approved plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded operation and maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and
protective covenants; and
iv. A copy of the recorded plat delineating the public rights-of-way, dedicated
common areas and/or permanent recorded easements, when applicable.
b. If the permittee determines that the project is not in compliance with the approved plans, the
permittee shall submit an application to modify the permit within 30 days of completion of the
project or provide a plan of action, with a timeline, to bring the site into compliance.
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Post-Construction Stormwater Management
Permit No. SW8 110804
11. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on-site stormwater system are maintained at the
approved design condition. The approved operation and maintenance agreement must be
followed in its entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by the
Division and the stormwater rules such as the construction of additional or replacement on-
site stormwater systems. These additional or replacement measures shall receive a permit
from the Division prior to construction.
b. MAINTENANCE RECORDS. Records of maintenance activities must be kept and made
available upon request to authorized personnel of the Division. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
12. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(3).
13. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
14. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request
must be submitted within 90 days of the permit holder meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the property
on which the permitted activity is occurring or will occur through foreclosure,
bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur;
v. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on-site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
15. COMPLIANCE. The permittee is responsible for complying with the terms and conditions of this
permit and the approved plans and specifications until the Division approves the transfer
request.
a. REVIEWING AND MONITORING FOR COMPLIANCE. The permittee is responsible for
verifying that the proposed BUA within each drainage area and for the entire project does
not exceed the maximum amount allowed by this permit. The permittee shall review and
routinely monitor the project to ensure continued compliance with the conditions of the
permit, the approved plans and specifications.
b. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
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Post-Construction Stormwater Management
Permit No. SW8 110804
c. MAINTENANCE ACCESS. SCMs, stormwater collection systems, and vegetated
conveyances must be accessible for inspection, operation, maintenance and repair as
shown on the approved plans.
d. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
e. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions
of a stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
f. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions.
g. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the permit. Within the time
frame specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee shall provide
copies of modified plans and certification in writing to the Director that the changes have
been made.
h. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which are imposed by any other Local, State or Federal government agency having
jurisdiction. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
Permit modified, updated, and reissued this the 11th day of August 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
CA /)..0
azz Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 110804
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Post-Construction Stormwater Management
Permit No. SW8 110804
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As-Built Permittee Certification
• As-Built Designer's Certification General MDC
• As-Built Designer's Certification for Wet Detention Pond Project
• As-Built Designer's Certification for Level Spreader and Vegetated Filter Strip MDC
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section or phase of the
project.
Page 1 of 1

Post-Construction Stormwater Management
Permit No. SW8 110804
AS-BUILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my
signature below, that the project meets the below listed Final Submittal Requirements found in NCAC
02H.1042(4) and the terms, conditions and provisions listed in the permit documents, plans and
specifications on file with or provided to the Division.
Di Check here if this is a partial certification. Section/phase/SCM #?
11 Check here if this is part of a Fast Track As-built Package Submittal.
Printed Name Signature
, a Notary Public in the State of
County of , do hereby certify that
personally appeared before me this day of , 20
and acknowledge the due execution of this as-built certification. (SEAL)
Witness my hand and official seal
My commission expires
Perm ttee's Certification NCAC .1042(4) Completed i N/A
Prcvidsd
A. DEED RESTRICTIONS I BUA RECORDS
1. The deed restrictions and protective covenants have been recorded Y or N
and contain the necessary language to ensure that the project is
maintained consistent with the stormwater regulations and with the
permit conditions.
2. A copy of the recorded deed restrictions and protective covenants Y or N
has been provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note Y or N
1)
B. MAINTENANCE ACCESS
1. The SCMs are accessible for inspection, maintenance and repair. Y or N
2. The access is a minimum of 10 feet wide. Y or N
3. The access extends to the nearest public right-of-way. Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection /conveyance Y or N
system are located in recorded drainage easements.
2. A copy of the recorded plat(s) is provided. Y or N
D. SINGLE FAMILY RESIDENTIAL LOTS-Plats for residential 'Its that ' Y or N
have an SChil Include the following'
1. The specific location of the SCM on the lot. Y or N
2. A typical detail for the SCM. Y or N
3. A note that the SCM is required to meet stormwater regulations and
that the lot owner is subject to enforcement action as set forth in Y or N
NCGS 143 Article 21 if the SCM is removed, relocated or altered
without prior approval.
E. OPERATION AND MAINTENANCE AGREEMENT Y or N
1. The O&M Agreement is referenced on the final recorded plat. Y or N
2. The O&M Agreement is recorded with the Register of Deeds and Y or N
appears in the chain of title.
F. OPERATION AND MAINTENANCE PLAN —maintenance records are
being kept in a known set location for each SCM and are :ailable for Y or N
review.
Page 1 of 8

Post-Construction Stormwater Management
Permit No. SW8 110804
T Con t not
ProvIcIRd
G. DESIGNER'S CERTIFICATION FORM—has ben provided to the Y or N
Division.
Note 1-Acceptable records include ARC approvals, as-built surveys, and county tax records.
Provide an explanation for every requirement that was not met, and for every "N/A" below. Attach
additional sheets as needed.
Page 2 of 8

Post-Construction Stormwater Management
Permit No. SW8 110804
AS-BUILT DESIGNER'S CERTIFICATION GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets the below listed General MDC found in NCAC 02H.1050 in
accordance with the permit documents, plans and specifications on file with or provided to the
Division, except as noted on the "AS-BUILT" drawings, such that the intent of the stormwater rules
and statutes has been preserved.
ECheck here if this is a partial certification. Section/phase/SCM#?
Check here if this is a part of a Fast-Track As-Built Package Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
L Check here if pictures of the SCM are provided.
Printed
Name Signature
NC Registration
Number Date
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultant's Email address:
0 Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2.
OO N/E= not evaluated (provide explanation on page 2) OO N/A= not applicable to this SCM or project.
I Consultant's Certification NCAC .1003((3) & General MDC OAs-built QN/E 0)N/A
.1050
A. TREATMENT REQUIREMENTS
1. The SCM achieves runoff treatment. Y or N
2. The SCM achieves runoff volume match. Y or N
3. Runoff from offsite areas and/or existing BUA is Y or N
bypassed.
4. Runoff from offsite areas and/or existing BUA is directed Y or N
into the permitted SCM and is accounted for at the full
build-out potential.
5. The project controls runoff through an offsite permitted Y or N
SCM that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project y or N
has been accounted for at the appropriate design storm
level.
7. The SCM(s) meets all the specific minimum design Y or N
criteria.
B. VEGETATED SETBACKS/ BUA
1. The width of the vegetated setback has been measured Y or N
from the normal pool of impounded waters, the MHW
line of tidal waters, or the top of bank of each side of
rivers or streams.
2. The vegetated setback is maintained in grass or other Y or N
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7 Y or N
(b2)(2) is located in the setback.
Page 3 of 8

Post-Construction Stormwater Management
Permit No. SW8 110804
I ,QAss-built OWE ( C?N/A
4. BUA that does not meet the requirements of NCGS 143- Y or N
214.7 (b2)(2) is located within the setback and is limited
to:
a. Publicly funded linear projects (road, greenway
sidewalk)
b. Water-dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at Y or N
the edge of the setback and allowed to flow through the
setback as dispersed flow.
C. STORMWATER OUTLETS-the outlet handles the peak Y or N
flow from the 10ye ar storm with no downslope erosion. I
D. VARIATIONS
1. A variation (alternative) from the stormwater rule Y or N
provisions has been implemented.
2. The variation provides equal or better stormwater control Y or N
and equal or better protection of surface waters.
E. COMPLIANCE WITH OTHER REGULATORY PROGRAMS Y cr N
has been met.
F. SIZING -the volume of the SCM takes the runoff from all
surfaces into account and is stAficient to handle the required Y or N
storm
G. CONTAMINATED SOILS-infiltrating SCM's are not Y or N
located in or on areas with contaminated sods.
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1 V. Y or N
2. Side slopes include retaining walls, gabion walls, or Y or N
other surfaces that are steeper than 3H:1V.
3. Vegetated side slopes are steeper than 3H:1 V(provide Y or N
supporting documents for soils and vegetation).
I. EROSION PROTECTION
1. The inlets do not cause erosion in the SCM. J Y or N
2. The outlet does not cause erosion downslope of the Y or N
discharge point during the peak flow from the 10 year
storm.
J. EXCESS FLOWS —An overflow/bypass hasten
Y car N
provided. I
K. DEWATERING-A method to drawdown standing water has + Y or N
been provided to facilitate maintenance and inspection.
L CLEANOUT AFTER CONSTRUCTION-the SCM has been Y or N
cleaned out and converted to its approved clesi Nan state.
M. MAINTENANCE ACCESS
1. The SCM is accessible for maintenance and repair. Y or N
2. The access does not include lateral or incline slopes Y or N
>3:1.
Imo. 44SIGNER QUALIFICATIONS (FAST-TRACK FERMIT . -—,
The designer is licensed under Chapters 89A, &C, 89E. or Y or "+1
89F of the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or"N/E",
below. Attach additional pages as needed:
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Post-Construction Stormwater Management
Permit No. SW8 110804
AS-BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets all of the MDC found in NCAC 02H.1053, in accordance with
the permit documents, plans and specifications on file with or provided to the Division, except as
noted on the "AS-BUILT" drawings, such that the intent of the stormwater rules and the general
statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
_ Check here if this is part of a Fast-Track As-Built Package Submittal per.1044(3).
_ Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed
Name Signature
NC Registration Number Date
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultant's Email address:
0 Circle N if the as-built value differs from the Plan/permit. If N is circled, provide an explanation on page 2
ON/E= not evaluated (provide explanation on page 2) ON/A= not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC 02H.1050
Consultant's Certification (MDC .1053) j (Ms-built I OWE ®N/A
A. Forehay/Depths I Fountain
1. The available Sediment storage is consistent with the Y or N
approved plan and is a minimum of 6 in.
2. Water flow over the forebay berm into the main pond Y or N
occurs at a non-erosive velocity.
3. The provided Forebay Volume is 15%-20% of the main Y or N
pool volume.
4. The Forebay entrance elevation is deeper than the exit Y or N
elevation into the pond.
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted Y or N
value?
6. Fountain documentation is provided. Y or N
B. Sim slopes I Banks/Vegetated Shelf
1. The width of the Vegetated Shelf is consistent with the Y or N
approved plans and is a minimum of 6 feet.
2. The slope of the Vegetated Shelf is consistent with the
approved plans and is no steeper than 6:1. Y or N
C. As-bunt Main Pool/Areas/Volumes I Elevations
1. The permanent pool surface area provided is consistent Y or N
with the permitted value_
2. The Temporary Pool Volume provided is consistent with Y or N
the permitted value.
3. The permanent pool elevation is consistent with the Y or N
permitted value.
Page 5 of 8

Post-Construction Stormwater Management
Permit No. SW8 110804
CDAs-built OWE ®N/A
4. The temporary pool elevation is consistent with the Y or N
permitted value.
D. Inlets/Outlet/Drawdown
1. The design volume draws down in 2-5 days. Y or N
2. The size of the Orifice is consistent with the permitted Y or N
value.
3. A trash rack is provided on the outlet structure. Y or N
4. Hydrologic impacts to the receiving channel are minimized Y or N
from the 1 yr 24 hr storm discharge?
5. The inlets and the outlet location are situated per the Y or N
approved plan and avoid short-circuiting.
E. Vegetation
1. The vegetated shelf has been planted with a minimum of 3 Y or N
diverse species.
2. The vegetated shelf plant density is consistent with the
approved plans and is no less than 50 plants per 200 sf or Y or N
no less than 24 inches on center.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or"N/E"
below. Attach additional pages as needed:
Page 6 of 8

Post-Construction Stormwater Management
Permit No. SW8 110804
AS-BUILT DESIGNER'S CERTIFICATION LEVEL SPREADER AND
VEGETATED FILTER STRIPS MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets the below listed Level Spreader and Vegetated Filter Strip
MDC found in NCAC 02H.1059 in accordance with the permit documents, plans and specifications on
file with or provided to the Division, except as noted on the "AS-BUILT" drawings, such that the intent
of the stormwater rules and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
_ Check here if this is a part of a Fast-Track As-Built Package Submittal per.1044(3).
_ Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed
Name Signature
NC Registration
Number Date
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultant's Email address:
0 Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2.
OO N/E= not evaluated(provide explanation on page 2) ®N/A= not applicable to this SCM or project.
Consultant's Certification NCAC 02H.1059 ()As-butt ®N/E ON/A
A. SIZING
1. The length of the Level Spreader is a minimum of 10 feet Y or N
per 1 cfs.
2. The Level Spreader receives flow directly from the Y or N
Drainage Area, and is sized based on the flowrate for a
design storm of 0.75 inches per hour.
3. The Level Spreader receives flow from an SCM and is Y or N
sized based on the drawdown rate of the design volume.
4. The Level Spreader has a flow bypass system for larger Y or N
storm events.
5. The Level Spreader is sized to handle the 10 year storm Y or N
flow and does not provide a flow bypass system.
6. The minimum width of the Vegetated Filter Strip is 30 Y or N
feet measured perpendicular to the level lip.
7. A blind swale or other means of ponding water is Y or N
provided upslope of the Level Spreader.
S. The blind swale provides for uniform overtopping into the
Level Spreader.
B. LEVEL SPREADER SPECIFICATIONS
1. The lip of the Level Spreader is at a uniform elevation Y or N
and has a construction tolerance of±0.25 inches at any
point along its length.
2. The Level Spreader is constructed of concrete or other Y or N
stable material.
Page 7 of 8

Post-Construction Stormwater Management
Permit No. SW8 110804
CDAs-bunt (2)N/E f N/A
3. The shape of the Level Spreader is straight or convex in Y or N
plan view.
4. Downslope of the Level Spreader, there is a 1-3 inch Y or N
drop followed by a Transition Zone at least 12 inches
wide that is protected from erosion by aggregate or high
performance turf reinforcement matting.
C. FILTER STRIP SPECIFICATIONS
1. The filter strip does not contain any draws or channels. Y or N
2. The filter strip has been graded with a uniform transvers Y or N
slope of eight percent or less.
3. The pH, compaction and other attributes of the first 12"
of soil within the filter strip have been adjusted to
promote plant establishment and growth.
4. The filter strip and side slopes have been planted with
non-clumping deep-rooted grass sod.
5. During construction, the soil was stabilized with
temporary measures until the permanent vegetation took
root, or the runoff was directed elsewhere until the
vegetation established.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or"N/E",
below. Attach additional pages as needed:
Page 8 of 8

Post-Construction Stormwater Management
Permit No. SW8 110804
Attachment C-Permitting History
Bishop Creek Apartments
Permit No.SW8 110804
Approval Permit BIMS Description of the Changes
Date Action Version
This original issuance approved the construction of
Original a total of 334,286 square feet of built-upon area,
9/23/2011 Approval 1.0 including one offsite lot with an allocation of
81,500 square feet, draining to one(1)wet
detention pond.
Approved the transfer from Bishop Creek
10/15/2021 Transfer 1.1 Apartments at Surf City, LLC to Hudson Bishops
Creek Property,LLC under NCGS 143-214.7(c5).
10/18/2021 Renewal 2.0 Renewed the permit with a new expiration date of
September 23,2029.
Approved the redesign of the project, including wet
Major pond, site layout,and the addition of Caretta Drive
8/11/2022 Modification 2.1 area and multi-use path improvements. This
modification brought the site up to the 2017 Rules,
subject to SA requirements.
Page 1 of 1

DEMLR USE ONLY
Date Rec ved Fee Paid Permit Number
Applicable Rules: 0 !oastal SW-1995 0 Coastal SW-2008 ❑ Ph II-Post Construction
(select all that apply) 0 Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
0 Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy,Mineral and Land Resources
S i ORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Bishop Creek Apartments
2. Location of Project(street address):
Charlie Medlin Drive
City:Surf City County:NC Zip:28445
3. Directions to project(from nearest major intersection):
From the intersecton of NC Hwy 50 and NC Hwy 210,head southeast on NC Hwy 210&50 for 0.42 miles
to Charlie Medlin Drive. Turn right on Charlie Medlin Drive and head west for 0.2 miles to the site.
Site is on the north side of Charlie Medlin Drive.
4. Latitude:34°26'36" N Longitude:77°33'45"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ['New ['Modification ®Renewal w/ Modificationt
fRenewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit numberSW8 110804 ,its issue date(if known)9/23/2011 ,and the status of
construction: Not Started ['Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
['Low Density ®High Density ['Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application,list the stormwater project number,
if assigned,N/A and the previous name of the project,if different than currently
proposed,N/A
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control:20.3 ac of Disturbed Area
❑NPDES Industrial Stormwater ®404/401 Permit:Proposed Impacts 0.36 ac
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ►I No ❑Yes * „
If yes,see S.L.2012-200,Part VI: ittp://portal.ncdenr.org/web/lr/rules-and-regulations '
O`'F 1 6f 2021 1l
By
Form SWU-101 Version Oct. 31,2013 Page 1 of 6 ;r

III. CONTACT INFORMATION
1.a.Print Applicant/Signing Official's name and title(specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project):
Applicant/Organization:Hudson Bishops Creek Property,LLC
Signing Official&Title:Philip H.Meisner,Authorized Signer
b.Contact information for person listed in item la above:
Street Address:160 Mine Lake Court,Suite 200
City:Raleigh State:NC Zip:27615
Mailing Address(if applicable):
City: State:_ Zip:
Phone: (919 ) 838-7207 Fax: (
Email:[e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information,item 3a)
❑Lessee*(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( Fax: ( )
Email:
3.a. (Optional)Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: _ Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:Town of Surf City
Point of Contact:Steve Padgett,Building Inspector Phone#: 1910 ) 328-4131
21
Form SW -101 Version Oct.31,2013 Page 2 of 6
TJ
BY

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Stormwater will be collected and routed to a wet detention basin designed to meet the requirements for
discharging SCM's located within 1/2 mile from SA waters.
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑ Coastal SW-1995 ❑Ph II-Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area:22.02 w/offsite acres 5. Total Coastal Wetlands Area:N/A acres
6. Total Surface Water Area:N/A acres
7. Total Property Area (4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area'-:22.02 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW) line or Mean High Water
(MHW)line, and coastal wetlands landward from the NHW(or MHW)line. The resultant project area is used to
calculate overall percent built upon area(BUA). Non-coastal wetlands landward of the NHW(or MHW)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/ Total Project Area)X 100 =51 %
9. How many drainage areas does the project have?1 (For high density,count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area Drainage Area_ Drainage Area,,,_,
Receiving Stream Name Becky's Creek
Stream Class * SA,HQW
Stream Index Number* 18-87-8
Total Drainage Area(sf) 816,370
On-site Drainage Area(sf) 617,817
Off-site Drainage Area(sf) 198,553
Proposed Impervious Area"*(sf) 485,275
% Impervious Area"(total) 59.4%
Impervious"Surface Area Drainage Area 1 Drainage Area Drainage Area_ Drainage Area
On-site Buildings/Lots(sf) 115,614
On-site Streets (sf) 0
On-site Parking (sf) 158,706 IIECEIVIE[)
On-site Sidewalks (sf) 32,715
Other on-site (sf) 0 MAY 1 i -
Future(sf) 45,495
j Off-site (sf) 132,745
Existing BUA***(sf) 0
Total (sf): 485,275
* Stream Class and Index Number can be determined at: !ittp://portal.ncdenr.org/web/zvq/ps/csu/classifications
** Impervious area is defined as the built upon area including,but not limited to, buildings, roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version Oct.31,2013 Page 3 of 6

**'F Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.Taken from existing
stormwater permit SW8 980720 181,500 sfl &proposed Caretta Drive improvements and MUP path EMUP=
16,237 sf,Roadway=22,733 sf,Future Roadway&MUP=11,530 sf,Ex Road=745 sf1
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources(DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. p*
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants �.w/..
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages) describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the or•
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 1/2
mile radius on the map.
7. Sealed,signed and dated calculations(one copy).
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including: �P
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
Form SWU-101 Version Oct.31,2013 Page 4 of 6

p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the meths d of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit fbr DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book:4745 Page No:1968 vF
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://portal.ncdenr.org/web/Ir/state-
stormwater-corms does Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Teremy R.Blair,PE
Consulting Firm:Paramounte Engineering,Inc.
Mailing Address:122 Cinema Drive
City:Wilmington State:NC Zip:28403
Phone: (910 ) 791-6707 Fax: (910 ) 791-6760
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information, item 2 has been filled out, complete this
section)
I,(print or type name of person listed in Contact Information, item 2a) ,certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information,item la) with(print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct.31,2013 Page 5 of 6

As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
I, ,a Notary Public for the State of ,County of
,do hereby certify that personally appeared
before me this_day of ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I,(print or type name o son listed in Contact Information,item la)Philip H.Meisner,Authorized Signer ,
certify that the' rmation' elude on this permit application form is,to the best of my knowledge,correct and
that the project ill be cons. cted conformance with the approved plans,that the required deed restrictions
and protective cove ants w. b:r- or.-d,and that the proposed project complies with the requirements of the
applicable stormwa er rile . •er 1 • NGAC 2H.1000 and any other applicable state stormw7141(2021
ruirements.
,f Signature: " � Date:
ii
I, Donna S. Fornal ,a Notary Public for the State of New Jersey ,County of
Bergen ,do hereby certify that Philip H. Meisner personally appeared
before me this In day of June , 2021 ,and acknowledge the ue execution of the application for
a stormwater permit. Witness my hand and official seal, t
r
SEAL `r����NMA'S F��l/I4
•
liblei
''
al f
My commission expires ,.. =a i
"Nt2024 '3‘. ‘I" 411:•.;k* '
Li
8,"
Form SWU-101 Version Oct.31,2013 Page 6 of 6 --------------,.........../

SlPPLEMENT-EZ COVER PAGE
FORMS LOADED St-& 8 (14843 tit
PROJECT INFORMATION
1 Project Name Bishop Creek Apartments
2 Project Area(ac) 22,02
3 Coastal Wetland Area(ac) 0
4 Surface Water Area(ac) 0
5 Is this project High or Low Density? High
6 Does this project use an off-site SCM? No
COMPLIANCE WITH 02H.1003(4)
7 Width of vegetated setbacks provided(feet) N/A
8 Will the vegetated setback remain vegetated? N/A
9 If BUA is proposed in the setback,does it meet NCAC 02H.1003(4)(c-d)? N/A
10 Is streambank stabilization proposed on this project? No
NUMBER AND TYPE OF SCMs:
11 Infiltration System
12 Bioretention Cell
13 Wet Pond 1
14 Storm water Wetland
15 Permeable Pavement
16 Sand Filter
17 Rainwater Harvesting(RWH)
18 Green Roof
19 Level Spreader-Filter Strip(LS-FS) 1
20 Disconnected Impervious Surface(DIS)
21 Treatment Swale
22 Dry Pond
23 StormFilter
24 Silva Cell
25 Bayfilter
26 Filterra
FORMS LOADED
DESIGNER CERTIFICATION
.�.r�n-���.n.=.�,--_-�.��z.__—�--'�__---.�,�,�.-_.... .— -,-._._•--•4-_�•.y�_a.�_W3,�::.-.��,y,:_�.�.a��-�,-.ems.
27 Name and Title: Daniel J.Fisk,PE
28 Organization: Paramounte Engineering,Inc.
29 Street address: 122 Cinema Dnve
30 City,State,Zip: Wilmington,NC 28403
31 Phone number(s): 910,791.6707
32 Email: dfisk@paramounte-eng,com
Certification Statement
I certify,under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision;that
the information provided in the form is,to the best of my knowledge and belief,true,accurate,and complete;and that the engineenng plans,
specifications,operation and maintenance agreements and other supporting information are consistent with the information provided here rOPIIV1
Designer
11111110
\.vt.kI
\ CAR0/!////
%. .......:14/ i BY:
' SEAL Y _ Signature of Designer
040501 —
'////,,Ei li ts�\\\` OS/ti•ZZ
Seal Date

DRAINAGE AREAS
1 Is this a high density project? Yes
1 2 If so,number of drainage areas/SCMs 1
3 Does this project have low density areas? No
y 4_ If so,number of low density drainage areas 0
r Is alUpart of this project subject to previous rule
5 versions? No
FORMS LOADED
Lat-drimai AREA.INFORMA'[ION- Entt►e Site 1
4 Type of SCM Wet Pond ,.
5 Total drainage area(sq ft) i 959364 816370
6 Onsite drainage area(sq ft) 760811 617817
7 Offsite drainage area(sq ft) ! 198553 198553
8 Total BUA in project(sq ft)New BUA on subdivided lots(subject to ` 485275 sf 485275 sf
9 permitting)(sq ft) I
New BUA not on subdivided lots(subject to 1 !
10 permitting)(sf) d 352530 sf 352530 sf
11 Offsite BUA(sq ft} 1 132745 sf 132745 sf
i
1 12 Breakdown of new BUA not on subdivided lots:
-Parking(sq ft) 158706 sf 158706 sf
-Sidewalk(sq ft) 32715 sf 32715 sf
-Roof(sq ft) 115614 sf 115614 sf
-Roadway(sq ft) `
I -Future(sq ft) ; 45495 sf f 45495 sf
1 -Other,please specify in the comment box
below(sq ft)
1 New infiltrating permeable pavement on
1 13 subdivided lots(sq ft) I
New infiltrating permeable pavement not on
1 14 subdivided lots(sq ft)
Existing BUA that will remain(not subject to
15 permitting)(sq ft)
16 Existing BUA that is already permitted(sq ft) E
' 17 Existing BUA that will be removed(sq ft) I
18 Percent BUA 51% 1 59%
19 Design storm(inches) � 3.74 in
20 Design volume of SCM(cu ft) ;! 128750 cf
21 Calculation methodDD for design volume ..._ {_� r ._ 07�„i�
AITIONAL INFORMATION
Please use this space to provide any additional information about the
22 drainage area(s):
L _
flECEIVE
MAY 17 2022 I)
Br

WET POND
n1 Drainage area number
Minimum.�ec wired treatment volume cu ftL 121613 cf
I ENERALMDCF Y
,f ���� !n 18.'JF
3 Is the SCM sized to treat the SW
y from all surfaces at build-out? ' Yes
4 Is the SCM located away from contaminated soils? Yes ,
5 What are the side slopes of the SCM(H:V)? 3.1 Max
6 Does the SCM have retaining walls,gabion walls or other engineered No
side slopes? I
Are the inlets,outlets,and receiving stream protected from erosion
7(10-year storm)? Yes
Is there an overflow or bypass for inflow volume in excess of the
8 design volume? Yes
9 What is the method for dewatering the SCM for maintenance? Pump(prefe
10 If applicable,will the SCM be cleaned out after construction? Yes
11 Does the maintenance access comply with General MDC(8)? Yes i
12 Does the drainage easement comply with General MDC(9)? N/A
13 If the SCM is on a single family lot,does(will?)the plat comply with N/A
General MDC(10)?
14 Is there an O&M Agreement that complies with General MDC(11)? Yes
15 Is there an O&M Plan that complies with General MDC(12)? Yes
16 Does the SCM follow the device specific MDC? Yes
17IWas the SCM designed by_an NC_licensed professional? Yes
L:T POND MDC FROM 02H..4.053_ _----- __ _.__ t__ ,. . __ _.�-t-
18 Sizing method used SA/DA y
19 Has a stage/storage table been provided in the calculations? Yes
20 Elevation of the excavated main pool depth(bottom of sediment 16 00
removal)(fmsl)
21 Elevation of the main pool bottom(top of sediment removal)(fmsl) 17.00
22 Elevation of the bottom of the vegetated shelf(fmsl) 20.00
23 Elevation of the permanent pool(fmsl) 21.00
24 Elevation of the top of the vegetated shelf(fmsl) 21.00
25 Elevation of the temporary pool(fmsl) 23 00
26 Surface area of the main permanent pool(square feet) 48335
27 Volume of the main permanent pool(cubic feet) 159578 cf 1
28 Average depth of the main pnol(feet) 3.70 ft
I29 Average depth equation used Equation 3
30 If using equation 3,main pool perimeter(feet) 951.0 ft i
31 If using equation 3,width of submerged veg.shelf(feet) 6.0 ft
32 Volume of the forebay(cubic feet) 30955 cf d
33 Is this 15-20%of the volume in the main pool? Yes
34 Clean-out depth for forebay(inches) 12 in
35 Design volume of SCM(cu ft) 128750 cf
36 Is the outlet an orifice or a weir? Orifice
37 If orifice,orifice diameter(inches) 5 in
38 If weir,weir height(inches) w
39 If weir,weir length(inches)
40 Drawdown time for the temporary pool(days) 2.86 12.94
41 Are the inlet(s)and outlet located in a manner that avoids short- Yes
circuiting?
42 Are berms or baffles provided to improve the flow path? No
43 Depth of forebay at entrance(inches) 60 in
44 Depth of forebay at exit(inches) 12 in
45 Does water flow out of the forebay in a non-erosive manner? Yes
46 Width of the vegetated shelf(feet) 6 ft
1 47 Slope of vegetated shelf(H:V) 61 4
48 Does the orifice drawdown from below the top surface of the Yes
permanent pool?
49 Does the pond minimize impacts to the receiving channel from the 1- Yes
yr,24-hr storm?
50 Are fountains proposed?(If Y,please provide documentation that No
MDC(9)is met)
51 Is a trash rack or other device provided to protect the outlet system? Yes
52 Are the dam and embankment planted in non-clumping turf grass? Yes I.
` 4
1 53 Species of turf that will be used on the dam and embankment be mudsh�ntepede E C E I
_54 HasapantingOan been provided for thei etated shelf? Yes ,
fADrpo t tNFiMAt _
II MAY 1 7 2022 I)
55I Please use this space to provide any additional information about the
wet pond(s): BY.

LEVEL SPREADER - FILTER STRIP (LS-FS)
L1 Drainage area number I 1
2 Desig flow rate of SCMicfs) 1.13 cfs
:=:a�_ .� _ram- --F —— —� � _•� � ��.Y �
'GENE. MDC FROM 02H.1050 _ _
�3 Is the SCM sized to treat the SW from all surfaces at build-out? f Yes
4 Is the SCM located away from contaminated soils? ` Yes
5 What are the side slopes of the SCM(H:V)? N/A
6 Does the SCM have retaining walls,gabion walls or other N/A
engineered side slopes?
Are the inlets,outlets,and receiving stream protected from erosion
7(10-year storm)? Yes
Is there an overflow or bypass for inflow volume in excess of the
8 design volume? Yes
9 What is the method for dewatering the SCM for maintenance? Pump(preferredL
10 If applicable,will the SCM be cleaned out after construction? Yes
11 Does the maintenance access comply with General MDC(8)? Yes _I
' 12 Does the drainage easement comply with General MDC(9)? N/A I
• 13 If the SCM is on a single family lot,does(will?)the plat comply with N/A
General MDC(10)?
• 14 Is there an O&M Agreement that complies with General MDC(11)? Yes
15 Is there an O&M Plan that complies with General MDC(12)? _ Yes
16 Does the SCM follow the device specific MDC? Yes
17 Was the SCM designed by an NC licensed__profes ..siional? Yes
_ .
LS-FS MAC FROM 02H.1059 _
18 Length of level spreader(feet) 20 ft
19 Does the LS-FS receive flow from the drainage area or another Yes
SCM?
20 Flow rate to LS-FS during design storm(cfs) 1.13 cfs !!
21 Is a bypass device provided? Yes
22 If yes,what is the bypass device? Secondary Outlet
23 Is this I_S-FS designed to receive flow from the drainage area during I
the 10-year storm? Yes
24 Has a blind swale been provided? Yes__
25 Does the blind swale provide for uniform overtopping of the level t Yes
spreader?
26 What material will be used for the level spreader? Concrete
27
Will the construction tolerance be<0.25 inch along the level
spreader length? Yes
28 Will the level spreader be straight or convex in plan view? Yes
29 Height of the drop from the level spreader to the transition zone 2 in
(inches)
30 Width of the transition zone(inches) 18 in
31 Protection for the transition zone Aggregate
32 Width of the filter strip(feet) 30alft
33 Is the filter strip free of draws and channels? Yes
34 Has this been verified in the field? Yes
35 Slope of the filter strip(%) 0.1%
36 Is this slope uniform across the entire filter strip? Yes
37 Will the first 12"of soil be adjusted if needed to promote plant Yes
growth?
38 Will the filter strip and side slopes be planted with non-clumping, Yes
deep-rooted sod?
39 Species of sod that will be used bermuda/
centipede
Will soil be temporarily stabilized until permanent vegetation is
40 established? Yes
WDDITIONAL INFORMATION
I 41 IPlease use this space to provide any additional information about
the level spreader-filter strip(s):
1
flECEIVEE
1).. ........ .- -
MAY 17 �
BY:

4 8IoK ti b
Operation & Maintenance A reement
Project Name: Bishop Creek Apartments
Project Location: Charlie Medlin Drive, Town of Surf City, NC
Cover Page
Maintenance records shall be kept on the following SCM(s). This maintenance record shall be kept in a log in a known set location.
Any deficient SCM elements noted in the inspection will be corrected, repaired,or replaced immediately. These deficiencies can
affect the integrity of structures,safety of the public,and the pollutant removal efficiency of the SCM(s).
The SCM(s)on this project include(check all that apply&corresponding O&M sheets will be added automatically):
Infiltration Basin Quantity: Location(s):
Infiltration Trench Quantity: Location(s):
Bioretention Cell Quantity: Location(s):
Wet Pond Quantity: 1 Location(s): SCM#1
Stormwater Wetland Quantity: Location(s):
Permeable Pavement Quantity: Location(s):
Sand Filter Quantity: Location(s):
Rainwater Harvesting Quantity: Location(s):
Green Roof Quantity: Location(s):
Level Spreader-Filter Strip Quantity: { Location(s): SCM#‘
Proprietary System Quantity: Location(s):
Treatment Swale Quantity: Location(s):
Dry Pond Quantity: Location(s):
Disconnected Impervious Surface Present:, No Location(s):
User Defined SCM Present: No Location(s):
Low Density Present: No Type:
I acknowledge and agree by my signature below that!am responsible for the performance of the maintenance procedures listed for
each SCM above,and attached O&M tables. I agree to notify NCDEQ of any problems with the system or prior to any changes to
the system or responsible party.
Responsible Party: Philip H.Meisner
Title&Organize tjpn: Authorized Signer,Hudson Bishops Creek Property,LLC
Street dress. 400 Frank W.Burr Blvd.,Suite 8
City state,zip: T- neck, J 07666
Phone nu er(s): 91. 260-6 10
mai: pm. i
' .soncp.com
iii
Si nature: P �
9 ' Date: 4/41/24021
i IliI, Donna S. Fornal ,a Notary Public for the State of New Jersey
County of Bergen ,do hereby certify that Philip H. Meisner
personally appeared before me this 1114
� day of June 2021 and
acknowledge the due execution at tioniflace Agreement.
Witness my hand and official seal, I 1µ
•`�• co ofassti,99,r,�i..
2 ''
. % XI - t o� AUG 10 2021
d ` IdMy commission expires
—.•- BY:
STORM-EZ 6/11/2021
Version 1.5 O&M Agreement Page 1 of 1

Wet Pond Maintenance Requirements
Important operation and maintenance procedures:
Immediately after the wet detention basin is established,the plants on the vegetated shelf and
- perimeter of the basin should be watered twice weekly if needed, until the plants become established
(commonly six weeks).
No portion of the wet pond should be fertilized after the initial fertilization that is required to establish
the plants on the vegetated shelf.
_ Stable groundcover will be maintained in the drainage area to reduce the sediment load to the wet
pond.
_ If the pond must be drained for an emergency or to perform maintenance,the flushing of sediment
through the emergency drain will be minimized as much as possible.
_At least once annually,a dam safety expert will inspect the embankment.Any problems that are
found will be repaired immediately.
_The measuring device used to determine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediments.
After the wet pond is established, it will be inspected quarterly and within 24 hours after every storm event greater
than 1.0 inches(or 1.5 inches if in a Coastal County). Records of operation and maintenance shall be kept in a
known set location and shall be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element: Potential problem: How to remediate the problem:
The entire wet pond Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soli and/or Regrade the soli if necessary to remove the gully, plant ground
pond erosive gullies have cover and water until it is established. Provide lime and a one-
formed. time fertilizer application.
The inlet pipe is clogged(if Unclog the pipe. Dispose of the sediment off-site.
applicable).
The inlet pipe is cracked
or otherwise damaged (if Repair or replace the pipe.
The inlet device applicable).
Erosion is occurring in the Regrade the swale if necessary and provide erosion control
swale(if applicable). devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Sediment has
accumulated to a depth Search for the source of the sediment and remedy the problem
greater than the original if possible. Remove the sediment and dispose of it in a location
design depth for sediment where it will not cause impacts to streams or the SCM.
storage.
The forebay
Erosion has occurred. Provide additional erosion protection such as reinforced turf
matting or riprap if needed to prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by hand. If pesticide is used,
wipe it on the plants rather than spraying.
flECEIVE
I)
MAY 17 2022
BY:
1

Wet Pond Maintenance Requirements(Continued)
SCM element: Potential problem: How to remediate the problem:
Sediment has
accumulated to a depth Search for the source of the sediment and remedy the problem
greater than the original if possible. Remove the sediment and dispose of it in a location
design sediment storage where it will not cause impacts to streams or the SCM.
depth.
The main treatment area Algal growth covers over Consult a professional to remove and control the algal growth.
50%of the area.
Cattails, phragmites or Remove the plants by wiping them with pesticide(do not
other invasive plants cover
50% of the basin surface. spray).
Best professional
practices show that
pruning is needed to Prune according to best professional practices.
maintain optimal plant
health.
The vegetated shelf Determine the source of the problem: soils, hydrology,disease,
Plants are dead,diseased etc. Remedy the problem and replace plants. Provide a one-
or dying. time fertilizer application to establish the ground cover if a soil
test indicates it is necessary.
Weeds are present. Remove the weeds, preferably by hand. If pesticide is used,
wipe it on the plants rather than spraying.
Shrubs have started to Remove shrubs immediately.
grow on the embankment.
Evidence of muskrat or Consult a professional to remove muskrats or beavers and
beaver activity is present. repair any holes or erosion.
The embankment A tree has started to grow Consult a dam safety specialist to remove the tree.
on the embankment.
An annual inspection by
an appropriate
professional shows that Make all needed repairs immediately.
the embankment needs
repair.
Clogging has occurred. Clean out the outlet device and dispose of any sediment in a
gg g location where it will not cause impacts to streams or the SCM.
The outlet device
The outlet device is Repair or replace the outlet device.
damaged.
Weeds or volunteer trees Remove the weeds or trees.
are growing on the mat.
Floating wetland island
(if applicable) The anchor cable is
damaged,disconnected or Restore the anchor cable to its design state.
missing.
AECEIVE
1)
4AY 7 7 2022
BY:
2

Wet Pond Maintenance Requirements (Continued)
SCM element: Potential problem: How to remediate the problem:
Erosion or other signs of
damage have occurred at Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water Discharges from the wet
pond are causing erosion Contact the local NCDEQ Regional Office.
or sedimentation in the
(receiving water. i I
11 RECEIVE
MAY 17 2022
BY:
3

Wet Detention Pond Design Summary
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
SCM#1 Permanent Pool El. 21 Permanent Pool El. 21
_ Temporary Pool El: 23 Temporary Pool El: 23
Pretreatment other No Clean Out Depth: 5 Clean Out Depth: 4
than forebay? Sediment Removal E 16 Sediment Removal E 17
IHas Veg.Filter? Yes Bottom Elevation: 15 Bottom Elevation: I 16 I
ATTACH ADDITIONAL SHEETS IF NECESSARY
flECElVE
I)
MAY 17 2022
BY:.
4

Level Spreader-Filter Strip Maintenance Requirements
Important operation and maintenance procedures:
Immediately after the filter strip is established,any newly planted vegetation will be watered twice weekly-
if needed until the plants become established (commonly six weeks).
Stable groundcover will be maintained in the drainage area to reduce the sediment load to the level
spreader-filter strip.
Every two weeks during the growing season,the filter strip will be mowed. Turf grass should not be cut
- shorter than 4-6 inches and may be allowed to grow as tall as 12 inches depending on aesthetic
requirements(NIPC, 1993).
Once a year,the soil will be aerated if necessary and the filter strip will be reseeded to maintain a dense
growth of vegetation.
- Once a year,soil pH will be tested and lime will be added if necessary.
For the fist two years after the LS-FS is established, it shall be inspected quarterly and within 24 hours after every storm
event greater than 1.0 inches (or 1.5 inches if in a Coastal County). After two years of successful performance,it will
be inspected quarterly. Records of operation and maintenance shall be kept in a known set location and shall be available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element: Potential problem: How to remediate the problem:
The entire LS-FS Trash/debris is present. Remove the trash/debris.
The flow splitter device is Unclog the conveyance and dispose of any sediment off-site.
The flow splitter device(if clogged.
applicable) The flow splitter device is Make any necessary repairs or replace if damage is too large for
damaged. repair.
The swale is clogged with Remove the sediment and dispose of it off-site.
sediment.
The blind swale
The swale is overgrown Mow vegetation. Regrade and vegetate if the swale has become
with vegetation. silted in.
The level lip is cracked,
settled, undercut,eroded or Repair or replace the lip.
otherwise damaged.
There is erosion around the Regrade the soil to create a berm that is higher than the level lip,
end of the level spreader plant ground cover and water until it is established. Provide lime
The level spreader that show stormwater has and a one-time fertilizer application.
bypassed it.
Trees or shrubs have
begun to grow on the swale Remove the shrubs or trees.
or just downslope of the
level lip.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully,plant ground
erosive gullies have cover and water until it is established. Provide lime and a one-
formed. time fertilizer application.
The bypass channel
Turf reinforcement is Study the site to see if a larger bypass channel is needed(enlarge
damaged or ripap is rolling if necessary).After this, reestablish the erosion control material.
downhill.
•
BECEIVE .
MAY 17 2022
1 BY:

Level Spreader-Vegetated Filter Strip Maintenance Regutrements(continued)
1SCM element: Potential problem: How to remediate the problem:
Grass is too short or too Maintain grass at a height of approximately three to six inches.
long.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, plant ground
erosive gullies have cover and water until it is established. Provide lime and a one-
formed. time fertilizer application.
Sediment is building up on Remove the sediment and restabilize the soil with vegetation if
the filter strip. necessary. Provide lime and a one-time fertilizer application.
Grass is dead, diseased or Determine the source of the problem: soils, hydrology,disease,
The filter strip dying. etc. Remedy the problem and replace plants. Provide a one-time
fertilizer application to establish the ground cover if necessary.
Determine the source of the problem: soils,hydrology, disease,
etc. Remedy the problem and replace plants. Provide a one-time
Plants are dead,diseased fertilizer application to establish the ground cover if a soil test
or dying. indicates it is necessary. If sod was used, check to see that it was
not grown on clay or impermeable soils. Replace sod if
necessary.
Nuisance vegetation is Remove vegetation by hand if possible. If pesticide is used,do
choking out the grass. not allow it to get into the receiving water.
Erosion or other signs of
damage have occurred at Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water Discharges from the LS-FS
are causing erosion or Contact the local NCDEQ Regional Office.
sedimentation in the
receiving water.
flECEIVE
MAY 17 2022
BY:
1