SW8190102_Historical File_20190221

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ROY COOPER1-
GovernorPt:
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MICHAEL S.REGAN ,, as ".
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Secretary __
S.DANIEL SMITH NORTH CAROLINA
interim Director Environmental Quality
February 21, 2019
Hoosier Daddy, LLC
Attn: Jack Carlisle,Manager
6025 Tarin Road
Wilmington,NC 28409
Subject: State Stormwater Permit No.SW8 190102
West Eleventh Street Multifamily
High Density Project
Brunswick County
Dear Mr. Carlisle:
The Wilmington Regional Office received a complete State Stormwater Management Permit Application
for the subject project on February 20, 2019. 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). We are hereby forwarding Permit No. SW8 190102
dated February 21, 2019,for the construction of the stormwater control measures (SCMs)and built-upon
areas (BUA)associated with the subject project.
This permit shall be effective from the date of issuance until February 21,2027 and shall be subject to the
conditions and limitations as specified therein and does not supersede any other agency permit that may
be required. 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.
This cover letter,attachments,and all documents on file with DEMLR shall be considered part of this
permit and is herein incorporated by reference.
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 final and binding.
If you have any questions concerning this permit,please contact Christine Hall in the Wilmington
Regional Office, at(910) 796-7215 or [e-mail].
Sincerely,
5
. `,c S. Daniel Smith, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Application Documents
GDS/canh: \\\Stormwater\Permits&Proj ects\2019\190102 HD\2019 02 permit 190102
cc: Michael House,PE;Cape Fear Engineering
Brunswick County Engineering
Wilmington Regional Office Stormwater File
ANorth Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 2M05
alNORTH CAROUNA
^°'a" °'""'m°"un` ,,„, 910.796.7215

State Stormwater Management
Permit No. SW8 190102
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE 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
Hoosier Daddy, LLC
West Eleventh Street Multifamily
West Eleventh Street, Southport, Brunswick County
FOR THE
construction, management, operation and maintenance of built-upon area (BUA) and one (1) wet
pond ("stormwater control measures" or"SCMs") as outlined in the application, approved stormwater
management plans, supplement(s), 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 February 21, 2027 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 following requirements pertain to the BUA on this project:
a. PROJECT BUA LIMITS. The maximum amount of BUA allowed for the entire project is
112,085 square feet.
b. RUNOFF FROM BUA. The runoff from all BUA within the permitted drainage area of this
project must continue to be directed into the permitted SCM.
c. SCM BUA LIMITS. The SCM has been designed using the runoff treatment method to
handle the runoff from 112,085 square feet of BUA within the delineated drainage area. The
BUA for the future development is limited to 500 square feet.
2. SCM REQUIREMENTS. The following requirements pertain to the SCMs on this project:
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.
Page 1 of 5

State Stormwater Management
Permit No. SW8 190102
b. SCM DISCHARGE. The peak flow from the 10-year storm event shall not cause erosion
downslope of the stormwater outlet discharge point.
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.
3. 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.
4. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds.
a. ACCESS AND/OR EASEMENTS. The entire stormwater conveyance system, including any
SCMs, and maintenance accesses must be located in public rights-of-way, dedicated
common areas that extend to the nearest public right-of-way, and/or permanent recorded
easements that extend to the nearest public right-of-way for the purpose of inspection,
operation, maintenance, and repair.
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS. The final recorded plats_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. DEEDS. 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.
5. 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. SCM OPERATIONAL PRIOR TO DEVELOPMENT. 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. 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.
Page 2 of 5

State Stormwater Management
Permit No. SW8 190102
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 state
stormwater design condition prior to close-out of the erosion control plan and/or project
completion and/or transfer of the state stormwater 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.
6. 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 permeable pavement, #57 stone area, public trails, or landscaping
material to be considered a permeable surface that were not included in the approved plans
and specifications.
g. Other modifications as determined by the Director.
7. 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.
8. 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 function 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 this
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.
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State Stormwater Management
Permit No. SW8 190102
9 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 Title 15A NCAC 02H.1045(3).
10. CURRENT PERMITTEE NAME OR ADDRESS CHANGES. The permittee shall submit a
completed Permit Information Update Application Form to the Division within 30 days to making
any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee.
11. 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 Title 15A NCAC 02H.1045(2) and must
be submitted upon occurrence of any one or more of the following events:
i. The sale or conveyance of the project and/or property area in whole or in part;
ii. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05
or NCGS 57D-6-07 and (8);
iii. Bankruptcy;
iv. Foreclosure, subject to the requirements of Session Law 2013-121;
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.
12. 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 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, supplements, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
c. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
d. 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.
e. 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.
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State Stormwater Management
Permit No. SW8 190102
f 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 in
order 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 issued this the 21st day of February 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ODECO--
.;;;S. Daniel ith, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 190102
Page 5 of 5

•
State Stormwater Management
Permit No. SW8 190102
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
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

• State Stormwater Management
Permit No. SW8 190102
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.
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.
Printed Name Signature
I, , 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
Completed/
Permittee's Certification NCAC .1042(4) f provided N/A
A. DEED RESTRICTIONS/BUA RECORD S
1. The deed restrictions and protective covenants have been recorded and Y or N
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 has been Y or N
provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note 1) Y or N
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 system Y or N
are located in recorded drainage easements.
2. A copy of the recorded plat(s) is provided. Y or N J
D. SINGLE FAMILY RESIDENTIAL LOTS-Plats for residential lots that y or N j
have an SCM 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 NCGS 143 Article Y or N
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 appears in Y or N
the chain of title. _
F. OPERATION AND MAINTENANCE PLAN—maintenance records are
being kept in a known set location for each SCM and are available for review. Y or N
G. DESIGNER'S CERTIFICATION FORM—has been provided to the Y or N
Division. i
Notel-Acceptable records include ARC approvals, as-built surveys, and county tax records.
Page 1 of 6

State Stormwater Management
Permit No. SW8 190102
Provide an explanation for every requirement that was not met, and for every "NIA" below. Attach
additional sheets as needed.
Page 2of6

State Stormwater Management
Permit No. SW8 190102
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.
_ 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:
O Circle N if the as-built value differs from the Plan. 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 SCM or project.
I Consultant's Certification NCAC .1003((3)&General MDC .1050 I ®As-built ON/E ^N/A
IA. TREATMENT REQUIREMENTS
1. The SCM achieves runoff treatment. Y or N ! j
2. The SCM achieves runoff volume match. Y or N
3. Runoff from offsite areas and/or existing BUA is bypassed. Y or N
4. Runoff from offsite areas and/or existing BUA is directed into Y or N
the permitted SCM and is accounted for at the full build-out
potential.
5. The project controls runoff through an offsite permitted SCM Y or N
that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project has Y or N
been accounted for at the appropriate design storm level.
_ 7. The SCM(s)meets all the specific minimum design criteria. Y or N
B. VEGETATED SETBACKS/BUA
1. The width of the vegetated setback has been measured from Y or N
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(b2)(2) Y or N
is located in the setback.
4. BUA that does not meet the requirements of NCGS 143-214.7 Y or N
(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 p a purtenances)
5. Stormwater that is not treated in an SCM is released at the Y or N
edge of the setback and allowed to flow through the setback as
dispersed flow.
Page 3 of 6

` State Stormwater Management
• Permit No. SW8 190102
___..r IOAs-huilt ON/EJ 3.N/A
C. :STORMWATER OUTLETS—the outlet handles the peak flow
from the 10 year storm with no downslope erosion. Y or N
D. VARIATIONS
1. A variation(alternative) from the stormwater rule provisions % Y or N
has been implemented.
2. The variation provides equal or better stormwater control and I Y or Nequal or better protection of surface waters.
E. COMPLIANCE WITH OTHER REGULATORY
PROGRAMS has been met. J Y or N
F. SIZING -the volume of the SCM takes the runoff from all
surfaces into account and is sufficient to handle the required storm Y or N
depth.
G. CONTAMINATED SOILS—infiltrating SCM's are not located y or N
in or on areas with contaminated soils.
LH. SIDE SLOPES ---
1. Vegetated side slopes are no steeper than 3H:1V. Y or N
2. Side slopes include retaining walls, gabion walls, or other Y or N
surfaces that are steeper than 3H:1V.
3. Vegetated side slopes are steeper than 3H:1V(provide Y or N
supporting documents for soils and vegetation). ! _
L EROSION PROTECTION —�---
1. The inlets do not cause erosion in the SCM. Y or N
2. The outlet does not cause erosion downslope of the discharge Y or N
Roint during the peak flow from the 10 year storm.
J. EXCESS FLOWS—An overflow/bypass has been provided. Y or N
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 design 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>3:1. Y or N
N. DESIGNER QUALIFICATIONS( AST-TRACK PERMIT)—
The designer is licensed under Chapters 89A, 89C.89E,or 89F of Y or N
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:
Page 4 of 6

State Stormwater Management
Permit No. SW8 190102
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:
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) CAs-built ©N/E ®N/A
A. Forebay/Depths/Fountain _
1. The available Sediment storage is consistent with the approved - Y or N
plan and is a minimum of 6 in.
2. Water flow over the forebay berm into the main pond occurs at a Y or N
non-erosive velocity. _
3. The provided Forebay Volume is 15%-20%of the main pool y or N
volume.
4. The Forebay entrance elevation is deeper than the exit elevation y or N
into the pond.
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted value? Y or N
6. Fountain documentation is provided. Y or N
B. Side slopes/Banks/Vegetated Shelf
1. The width of the Vegetated Shelf is consistent with the approved Y or N
plans and is a minimum of 6 feet.
2. The slope of the Vegetated Shelf is consistent with the approved y or N
plans and is no steeper than 6:1.
C. As-built Main Pool/Areas/Volumes/Elevations
1. The permanent pool surface area provided is consistent with the y or N
permitted value.
2. The Temporary Pool Volume provided is consistent with the Y or N
permitted value.
3. The permanent pool elevation is consistent with the permitted y or N
value.
4. The temporary pool elevation is consistent with the permitted Y orN
value.
Page 5 of 6

State Stormwater Management
Permit No. SW8 190102
--- -- CriAs-built ON/E r-3NT/A
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 value. Y or N
3. A trash rack is provided on the outlet structure. Y or N
4. Hydrologic impacts to the receiving channel are minimized from
the 1 yr 24 hr storm discharge? Y or N
5. The inlets and the outlet location are situated per the approved
plan and avoid short-circuiting. Y or N I _
E. Vegetation
1. The vegetated shelf has been planted with a minimum of 3 j
diverse species. Y or N
2. The vegetated shelf plant density is consistent with the approved
plans and is no less than 50 plants per 200 sf or no less than 24 Y or N
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 6

Far DEQ Use ON Y
Reviewer.
North Carolina Department of Environmental Quality t i
Request for Express Permit Review Submit
Time: I G.v
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
package of the project location.Please include this form in the application package.
Asheville or Mooresville Regions-Alison Davidson 828-296-4698;alison.davidsonancdenrgov Providede Existing Permits
• related to this Protect
• Winston-Salem,Fayetteville or Raleigh Regions-David Lee 919-791-4204;david.lee(.ncdenr.gov
• Washington Region-Lyn Hardison 252-948-3842 or Ivn.hardison(ancdenr.gov SW
• Wilmington Region-Cameron Weaver 910-796-7265orcameron.weaverC ncdenr.gov SW
NOTE:Project application received after 12 noon will be stamped in the following work day. NPDES
NPDES
Project Name:W.ELEVENTH STREET MULTIFAMILY County BRUNSWICK WQ
Applicant:BRYANT SPENCER, Company: RHH LAND INVESTORS,LLC WQ
Address:2919 BREEZEWOOD AVENUE,SUITE 400 City:FAYETTEVILLE,State:NC Zip:28303-5283 E&S
Phone:[phone],Fax: ,Email:[e-mail] E&S
Physical Location:APPDX.215'SW ON W.11TH ST.FROM THE INTERSECTION OF N.CASWELL AVE Other
Project Drains into COTTAGE CREEK waters—Water classification SC(DWR Surface Water Classifications Map)
Project Located in CAPE FEAR River Basin.Is project draining to class ORW waters?N,within'/2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters?N
Engineer/Consultant:MICHAEL HOUSE, P.E Company:CAPE FEAR ENGINEERING,INC.
Address:151 POOLE ROAD,SUITE 100 City:BELVILLE.State:NC Zip:28451-
Phone:[phone],Fax:[phone],Email:[e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE
$ # JOBS REC'p NOV 1 3 2018
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
El Scoping Meeting ONLY El DWR,❑DCM, El DEMLR,❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
El 401 Unit El 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 El Isolated Wetland( linear ft or_acres)
El Riparian Buffer Authorization El Minor Variance ❑Major General Variance
®State Stonnwater ❑General ❑ SFR, ❑SFR<1 ac. El Bkhd&Bt P.mp, ❑Clear&Grub, El Utility ❑Other
❑Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales El Off-site[SW (Provide permit#)]
►1 High Density-Detention Pond 1#Treatment Systems ❑High Density-Infiltration _#Treatment Systems
El High Density-Bio-Retention _#Treatment Systems ❑ High Density—SW Wetlands _#Treatment Systems
❑High Density-Other _#Treatment Systems/❑MOD:❑Major 0 Minor❑Plan Revision ❑Redev.Exclusion SW (Provide permit#)
❑Coastal Management ❑Excavation&Fill El Bridges&Culverts ❑Structures Information
El Upland Development ❑Marina Development ❑Urban Waterfront
❑Land Quality E Erosion and Sedimentation Control Plan with acres to be disturbed.(CK# &Amt. (for DEQ use))
SECTION THREE—PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scopinq and express meeting request)
Wetlands on Site®Yes El No Buffer Impacts: ®No El YES: acre(s)
Wetlands Delineation has been completed: Z Yes❑No Isolated wetland on Property❑Yes®No
US ACOE Approval of Delineation completed:El Yes®No 404 Application in Process w/US ACOE: 0 Yes ® No Permit
Received from US ACOE El Yes® No
For DEQ use only
Fee Split for multiple permits:(Check# ) Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LQS $ Stream Deter,_ I $
NCDEQ EXPRESS August 2018

DESIGN NARRATIVE
1. GENERAL:
The West Eleventh Street Multifamily project is a proposed residential development located in
Brunswick County,North Carolina in the vicinity of the intersection of West 11th Street and N.Caswell
Ave. within the City of Southport. This stormwater permit application includes stormdrain collection
and treatment to serve the development.
This project is located within the Cape Fear River Basin, and drains to Cottage Creek(SC;Sw 18-88-
9-4).
2. EXISTING SITE:
Site topography generally drains from east to west with Cottage Creek running the western edge of
the property.The existing site is wooded,with light underbrush. Subsurface soils are typically a
mixture of sands, silty sands and organics. All wetlands in the vicinity of the proposed project have
been delineated by Land Management Group,Inc.and surveyed by Cape Fear Engineering,Inc.
3. PROPOSED DEVELOPMENT:
The proposed development will be a high density residential development.The project will consist
of 9 multifamily buildings consisting of 34 residential units total.Proposed infrastructure includes
pipe collection systems and treatment ponds, streets with curb and gutter,and utilities.No grading
is to occur within the limits of the wetlands.
4.DRAINAGE CONSIDERATIONS:
Drainage on the site will sheet flow primarily to stormdrain inlets within asphalt areas with some
areas draining to shallow surface swales and inlets located in pervious/landscaped areas. From
there, the drainage will be piped to sediment basins in accordance with NCDEQ Stormwater
regulations. The stormwater runoff will be treated by proposed Stormwater Pond #1 (Sediment
Basin #1 during construction). Silt fence will be utilized along all areas where disturbance is
occurring near wetlands and property lines/project area lines until the site is permanently
stabilized.
5.PROPOSED SCM DESIGN AND CONSIDERATIONS:
The proposed design includes a Wet Detention Basin(Pond#1) as the primary stormwater SCM.
The Wet Detention Basin has been design for 90% TSS Removal and has been designed to
manage runoff from the 1.5"water quality design storm. In accordance with the City of Southport
Stormwater ordinance,Pond#1 has been designed with additional storage to attenuate the 25-year,
3-hour duration storm event. In order to provide a non-erosive velocity(<2.0 fps) at the edge of
the wetlands,rip-rap energy dissipaters have been sized in accordance with the NCDENR Erosion
Control Manual.

A
Stormwater Management & Erosion
Control Design Narrative
For
NCDEQ Express Stormwater Permitting Narrative
Subject:
WEST ELEVENTH STREET MULTIFAMILY
CITY OF SOUTHPORT
Brunswick County,North Carolina
Prepared for:
RHH LAND INVESTORS,LLC
2919 Breezewood Avenue, Suite 400
Fayetteville,NC 28303
Date:November 2018
Prepared by:
Cape Fear Engineering,Inc.
151 Poole Road, Suite 100
Belville,North Carolina 28451
[phone]
NC License No. C-1621

5. EROSION CONTROL CONSIDERATIONS:
The primary erosion control measures to be utilized for this project will be temporary sediment
basins 1 &2.Additionally, silt fence will be utilized to protect against sediment transport from the
project site. Inlet protection is to be installed as the stormdrain inlets are constructed to minimize
the amount of sediment entering the collection system. Once construction is complete all disturbed
areas will be seeded to establish ground cover. The land disturbance activities and erosion control
devices will be installed and maintained according to the notes and specification on the project
drawings.
7. MAINTENANCE CONSIDERATIONS:
During construction,the Contractor shall be required to inspect and repair as needed all erosion control
devices after any significant rain event.Any measure found not performing its intended function shall
be repaired immediately. Upon completion of construction and establishment of permanent ground
cover, the owner shall be responsible for maintenance to ensure that there is no sediment leaving the
project site.

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DEMLR USE ONLY
•
Date Received Fee Paid Permit Number
l A/a41 ti I M° kr q 1 5\4 i 1'O 1 O.
Applicable Rules: El Coastal SW-1995 El Coastal SW-2008 ❑ Ph II-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters El Universal Stormwater Management Plan
❑Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER 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.):
West Eleventh Street Multifamily
2. Location of Project(street address):
Along the northern side of West 11th St. approximately 500 feet from the intersection of N.Caswell Ave.
City:Southport County:Brunswick Zip:28461
3. Directions to project(from nearest major intersection):
Approximately 500 feet West on West Eleventh Street from the intersection of W.11th St. and N.Caswell Ave.
4. Latitude:33°55'51.96"N Longitude:78°1'38.01"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): New ['Modification ❑Renewal w/ Modificationt
tRenewals with modifications also requires SWLI 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 number ,its issue date(if known) ,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, and the previous name of the project,if different than currently
proposed,
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):
❑CAMA Major ®Sedimentation/Erosion Control:4.40 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit:Proposed Impacts 0.0 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? ®No ❑Yes
If yes,see S.L.2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations Ec En' E
Ilik
JAN092019
Form SWU-101 Version Oct.31,2013 Page 1 of 6 lY:--------

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:Hoosier Daddy,LLC
Signing Official&Title:Bryant Spencer,Authorized Signatory for Tack Carlisle,Manager,Hoozier Daddy LLC
b.Contact information for person listed in item la above:
Street Address:6025 Tarin Road
City:Wilmington State:NC Zip:28409
Mailing Address(if applicable):Same as above
City:n/a State:n/a Zip:n/a
Phone: (910 ) 308-0804 Fax: (910 ) 485-0463
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: f ) Fax: ( )
Email:
4. Local jurisdiction for building permits:City of Southport
Point of Contact:Wayne Strickland Phone#: (910 ) 457-7925
ECElVE
JAN 0 9 2019
Form SWU-101 Version Oct.31,2013 Page 2 of 7
BY:

1V.• PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Stormwater will be treated with wet detention basins via piped collection systems utilizing improved
roadway sections with curb,gutter,and catch basins.
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 Cape Fear River basin.
4. Total Property Area:4.40 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area:0.06 acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area+:4.34 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(NHVV)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 MHVV)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/ Total Project Area)X 100 =48 %
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 Cottage Creek
Stream Class * SC;Sw
Stream Index Number* 18-88-9-4
Total Drainage Area(sf) 248,415
On-site Drainage Area(sf) 183,865
Off-site Drainage Area(sf) 64,550
Proposed Impervious Area (sf) 112,085
% Impervious Area(total) 45%
Impervious'Surface Area Drainage Area 1 Drainage Area Drainage Area— Drainage Area—
On-site Buildings/Lots(sf) 56,100
(Includes Patios)
On-site Streets (sf) 18,960
On-site Parking (sf) -
On-site Sidewalks (sf) -
Other on-site (sf) 11,845
(Driveways)
Future(sf) 500(Reserve)
Off-site (sf) 24,680
Existing BUA***(sf) 0
Total (sf): 112,085 �,= E
* Stream Class and Index Number can be determined at: http//portal.ncdenr.org/web/wq/ps/csu/cla ' cations
FEB 14 2019
Form SWU-101 Version Oct.31,2013 Page 3 of 7 BY:

** Impervious area is defined as the built upon area including, but not limited to, buildings,roads,parking areas,
sidewalks,gravel areas,etc.
'Report only that amount of existing B UA that will remain after development. Do not report any existing B UA that
is to be removed and which will be replaced by new B UA.
11. How was the off-site impervious area listed above determined?Provide documentation.Off-site impervious
coverage was determined by calculating maximum potential building envelopes based on setbacks found
within the City of Southport UDO.Any portions of right-of-way within the off-site drainage area was
considered to be 100% imperviuos at potential build out.
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'rhttp://portal.ncdertr.org/web/wq/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. y1R4{
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M 14°1
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to 1-1P
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/managementfor AUL
the project. This is required in addition to the brief summary provided in the Project
Information,item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the Mnt
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the/
mile radius on the map.
7. Sealed,signed and dated calculations(one copy). Mot
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,&dated), including: Mri4
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 E C .,
E .
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounde FEB 1 4 2019
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances. BY:
Form SWU-101 Version Oct. 31,2013 Page 4 of 7

'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.
n. Existing drainage(including off-site), drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify �1�2
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 method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book: 9 ly U Page No: (1 45 _ MIZH
11. For corporations and limited liability corporations (LLC):Provide documentation from the NC Yir'1
Secretary of State or other official documentation,which supports the titles and positions held 1
by the persons listed in Contact Information,item 1a,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/lr/state-stormwater-
forms 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:Michael House,P.E.
Consulting Firm:Cape Fear Engineering,Inc.
Mailing Address:151 Poole Rd.Suite 100
City:Belville State:NC Zip:28451
Phone: (910 ) 383-1044 Fax: (910 ) 383-1045
Email:[e-mail]
flECEIVE
1)
JAN 0 9 2019
BY:
Form SWU-101 Version Oct.31,2013 Page 5 of 7

DC.. 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 1a) 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.
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
GENE
/1
JAN092019
BY:
Form SWU-101 Version Oct.31,2013 Page 6 of 7

X. ° APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information,item la)Bryant Spencer
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective cove nts will be recorded,and that the proposed project complies with the requirements of the
applicable stor a r u s er 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: Date: l7,..fp
I, VS. 4/tiPle417 ,a Notary Public for the State of N eara!/na. ,County of
itiettnjaid, ,do hereby certify that grifaerk $ ie, _ personally appeared
before me this 4 day of 4/441,rii , .RoJ' ,and ac owledge th due execution of the application for
a stormwater permit. Witness my hand and official seal,
``��� ,�010EN/V�,v i SEAL
•
`S
Tz 2.
t� A�l$1'� '�� My commission expires 3Z/
/g111111111
flECEIVE
JAN 0 9 2019
BY:
Form SWU-101 Version Oct.31,2013 Page 7 of 7

Hall, Christine
From: Michael House <[e-mail]>
Sent: Wednesday, February 20,2019 2:33 PM
To: Hall, Christine
Subject: RE: [External] RE: request for additional info -West 11th St Multifamily, SW8 190102
External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
I'll just drop off 2 copies of the revised sheet here shortly.
appreciate it!
ichael House, P.E.
CAPE FEAR
ENGINEERING
Michael.house(d?capefearengineering.com
PH:910.383.1044
151 Pccle Road, Ste. 100 I Belville, NC 2845'i
From: Hall, Christine [mailto:[e-mail]]
Sent: Wednesday, February 20, 2019 1:47 PM
To: Michael House<[e-mail]>
Subject: RE: [External] RE: request for additional info-West 11th St Multifamily, SW8 190102
Thanks for looking into those two items. I can print out the revised calculation sheet but I can't print out the revised
plan sheet. I'll either need your written permission to correct the typo or two copies of the updated plan sheet. Let me
know how you'd like to handle it.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall(cl2ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares
�i7dcl; !;{ ?'rec1;jL,:7?i,7ei'i:E' t:�end from this `;bli:1i9.(;t to the
CalVino. Public r e,l ord. Law and 7 j ri! (.' .closed to U the partfe:.
From: Michael House<[e-mail]>
Sent: Wednesday, February 20, 2019 1:27 PM
1

To: Hall, Christine <Christirr:,.: .,1 :ancdenr.gov>
Subject: RE: [External] RE: request for additional info-West 11th St Multifamily, SW8 190102
tioh[ erraai er r#:00
not ciiiit hole
ropen
pe atta
chments LInles5.you verify.Send an susp!clo2as'ernal ea an attachment to
Christine,
Unfortunately,you are correct on both accounts.The average dep::h calculation was an oversight in the pond revision
process, and the error on CG401 was a typo.
The minor increase in normal pool perimeter does not seem to hay,:effected any other calculations presented, and a
revised calculation sheet has been attached.
I have also gone ahead a rd revise.d the typo on plan sheet CG401 and attached here for your review.
If you will need hard copies of these revisions, I am happy to personally deliver them this afternoon.
Thank you!
Michael House, P.E.
CAPE FEAR
ENGINEERING
Michael.ho.ise a(�caeefaarengineeri'sg.ccn:.
PH:910.383.1044
151 Poole Road, Ste. 100E Belville, NC 1 28451
From: Hall, Christine [mgilto:Christine.Halle?ncdenr.gov]
Sent: Wednesday, February 20, 2019 12:13 PM
To: Michael House<michael.house@caps+fearengineeririg.com>
Subject: RE: [External] RE: request for additional info-West 11th St Multifamily, SW8 190102
Michael,
I've had a chance to look at the revised items for this project. I noticed the perimeter used in the average depth
calculation didn't change even though the pond was enlarged. Can you explain why the perimeter didn't change? Also,
there looks to be a typo on the outlet structure detail #301 on page CG401. Instead of 17.25, it says 17.20. Can you
double check these two items? Two requests for additional information have been given on this project and I'd really
like to not give a third.
Thank you!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall(c ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
ItC 's''4!i'illir. Corp.12..];r.
2

Hall, Christine
From: Hall, Christine
Sent: Wednesday, February 20, 2019 12:13 PM
To: 'Michael House'
Subject: RE: [External] RE: request for additional info -West 11th St Multifamily, SW8 190102
Michael,
I've had a chance to look at the revised items for this project. I noticed the perimeter used in the average depth
calculation didn't change even though the pond was enlarged. Can you explain why the perimeter didn't change? Also,
there looks to be a typo on the outlet structure detail#301 on page CG401. Instead of 17.25, it says 17.20. Can you
double check these two items? Two requests for additional information have been given on this project and I'd really
like to not give a third.
Thank you!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources- State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
-""`-'Nothing Compotes
rn correspondence to ell,;';from this u '019,`s i.- subject to the
North C"frort`f Public Record2 Lew and "'be disclosed to field
From: Michael House<[e-mail]>
Sent:Thursday, February 14, 2019 11:00 AM
To: Hall, Christine<[e-mail]>; [e-mail]
Cc:Weaver,Cameron <[e-mail]>
Subject: [External] RE: request for additional info-West 11th St Multifamily, SW8 190102
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Christine,
Per the Additional Information request for SW8 190102, please find attached a digital copy of the revised pond
supplement for your files.The full response package is being delivered to your office this morning.
Thank you,
Michael House, P.E.
1

CAPE FEAR
ENGINEERING
Michael.house aC�capefearengineering.com
PH: 910.383.1044
151 Poole Road, Ste. 100 I Belville, NC 128451
From: Hall, Christine [mailto:[e-mail]]
Sent: Thursday, February 7, 2019 9:09 AM
To: [e-mail]; Michael House <[e-mail]>
Cc:Weaver, Cameron <[e-mail]>
Subject: RE: request for additional info-West 11th St Multifamily, 5W8 190102
All,
Attached is a pdf of the second request for additional information. Always, please let me know if you have any
questions or concerns.
Please also remember to label any packages submitted with "EXPRESS".
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
c'.hristine.h :ll.encdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nit qtMtj
En;ai1 (..,t:r)::he
Worth C it JI'1r.`' . eti:! ,<r'artios,
From: Hall, Christine
Sent: Friday,January 11, 2019 5:11 PM
To: '[e-mail]' <[e-mail]>; 'Michael House'
<michael.house[?capefearengineering.com>
Cc:Weaver, Cameron <[e-mail]>
Subject: request for additional info-West 11th St Multifamily,SW8 190102
Gentlemen,
Attached is a pdf of the request for additional information for the subject project. Please let me know if you have any
questions or concerns.
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
2

MEMORY TRANSMISSION REPORT
TIME :02-22-2019 14:19
FAX NO.1 :9103502004
NAME :Mainfax
FILE NO. : 101
DATE : 02.22 14:14
TO :ft 99103831045
DOCUMENT PAGES : 14
START TIME : 02.22 14:14
END TIME : 02.22 14:19
PAGES SENT 14
STATUS OK

State of North Carolina
epart. e;rt i-f E vir immeiita1 • nality
Wilmingto o, Regio :al Office
Roy Cooper, Governor Michael Reagan, Secretary
FAX COVER SHEET
ate: • a No. Of Pages: 1 q LircJ. Co'Ier Sheet)
To: C1a 4oi.&Se From: 1 ;la �u4r
qx,ec t.eir •-."-Y11/le 6(1- 146(1111.1
NCDEQ
FAX #: q f 0-33 - 10 S FAX#: [phone]
REMARKS: &I $ 1"1 010 a k Cali
Co `-t'v i l bv.'
127 Cardinal Drive Extension,Wilmington,N.C.28405-3845 Telephone[phone] Fax[phone]
An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME :02-22-2019 14:25
FAX NO.1 :9103502004
NAME :Mainfax
FILE NO. : 100
DATE : 02.22 14:12
TO : 99104850463
DOCUMENT PAGES : 14
START TIME : 02.22 14:12
END TIME : 02.22 14:25
PAGES SENT 0
STATUS 0050

MEMORY TRANSMISSION REPORT
TIME :02-22-2019 14:41
FAX NO.1 :9103502004
NAME :Mainfax
FILE NO. 102
DATE 02.22 14:31
TO : 94850463
DOCUMENT PAGES : 14
START TIME : 02.22 14:31
END TIME : 02.22 14:41
PAGES SENT : 0
STATUS 0050

State of North Carolina
Department of Environmental Quality
Wilmington Regional Office
Roy Cooper, Governor Michael Reagan, Secretary
FAX COVER SHEET
Date: c3qc - No. Of Pages: , q ,,over s1iee)
To: " r3on1- _ nCe C From: 1 Fvut urdL'
NCDEQ
FAX #: q( 0,- ' - v%3 FAX#: [phone]
REMARKS: 805 f`1 U l 0` g — L-14-CC V? ' (-
t- lrI Cop.� -'O(I aop
127 Cardinal Drive Extension,Wilmington,N.C.28405-3845 Telephone[phone] Fax[phone]
An Equal Opportunity Affirmative Action Employer

CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100;BeMIIe,NC,28451
TEL[phone];FAX[phone]
www.capefearengineering.com
Transmittal
To J NCDEQ Date: February 20, 2019
127 Cardinal Drive Extension File: 440-011 "36"
Wilmington, NC 28405 Subject West 11th Street Multifamily
Southport, NC
Attn: I Ms. Christine Hall Express Stormwater Permit
El As Requested ❑.For Your Files ❑ For Distribution ® For your Review/Action/Approval
Quantity Drawing No. Description
2 Copies Revised Plan Sheet CG401
FEB 1
02O.3
CC: File Cape Fear Engineering, Inc
risivejojoks_a_
File: 440-011 "36"
Signed:
Michael House, P.E.
Received By:
Date:
P:\440-00 H 8 H Homes1440-011 Southport W.MF En91ADMINISTORMWCDEQ Permit12019-02-14ADD INFO12019-02-20\2019-02-14 TRANS-NCDEQ.doc

CAPE FEAR
ENGINEERING
February 13, 2019
Christine Hall
NCDEQ
127 Cardinal Drive Extension
Wilmington,NC 28405
Subject: Additional Information
Stormwater Project No. SW8 190102
West Eleventh Street Multifamily
City of Southport,Brunswick County
Dear Christine:
Please find below our responses to your comments for the above referenced permit submittal.
I. 15,I .\C';1C 02H.1003r2)abi and .11)( 0;• Based on a phone call on February 6, 2016. with
Michael House. PE with ('ape Fear Engineering. rt is understood that the Town of.Southport
is not in favor of the proposed swale and pipe to redirect the offsite runoff.such that it
bypasses the stormwater collection system within the right-of:way of West I1''`' Street. If the
otfsite nitwit cannot be redirected rrlth gradirag or other t?atures to bypass the on-.site
storinwater collection system. then the of/site area will need to he included ii' the Sizing of the
on-.site.SC.tls at Etc fie/i build-out potential
Response:
Due to maintenance related and other concerns, the bypass swale within the right-of-way on W.
Eleventh St. is no longer proposed. The off-site impervious area has been determined based on
zoning setbacks and the Alley and W. Eleventh St. right-of-way have been considered 100%
impervious to account for maximum potential build out. This additional impervious area has been
accounted for in the sizing and design of the wet detention pond, and revised calculations and
supporting documentation has been included with this response.
2. 15A . CAC 0211.104 2t 2,ltc/: In reviewing the documents available for this project, there
appears to be ca discrepancy in the parcel area associated with parcel number 2 21.1/IA005.
The Brunswick County GIS site and the zoning map on cover page of the plan set show an
additional parcel on the west side of-the project area. However, the existing conditions and
demolition plan show a different parcel layout. Please provide additional information to
support the project and property area and resolve any inconsistencies in the application
documents.
Response:
The zoning map presented on the cover was based on GIS linework that was found to be
inaccurate based on field survey data,research,and recorded deeds and plats.This zoning map has
been revised to match the recorded property boundary as determined by comprehensive survey
and is now consistently presented throughout the plans.
A recorded map has been included with this submittal for reference. The triangular shaped portion
of parcel 221MA005 appears to be owned by Rambo,Eleanor on GIS. The determined property
line is straight to the West Eleventh Street ROW as indicated on the project boundary s .EI '�""
R
ri FEB 1 il 2019
151 Poole Road, Suite 100 • Belville, NC 28451 • TEL: [phone] • FAX (910)313- 5
www.capefearengineering.com

3. 15A VC:lC 02H.10-12(2): Yana changes are mac/e to the supplement based on the
comments above or comments received tram other entities. please email the supplement
form to the email address provided below so that it can he preserved electronically per the
regulatory y requirements.
Response:
The supplement form hard copy and digital copy provided with this response has been revised to
incorporate all aforementioned revisions within the application submittal.
4. Due to the potentially minor nature of these comments, the express additional in/orniation
review fee has been waived.
Response:
No additional payment has been provided at this time.
Additional Information
Please note that 10-year discharge calculations for the emergency spillway have been neglected from
the revised calculations provided. Since the revised pond geometry and outlet configuration results in
no discharge over the emergency spillway, these calculations are no longer relevant. Additionally,
since the temporary pool elevation has been revised, an updated O&M has also been provided.
I trust the information provided is sufficient for your approval of this modification request and
execution of the permit application. If you have any questions, concerns, or need any additional
information,please contact our office at(910)383-1044.
Sincerely,
Michael House,P.E.
Cape Fear Engineering, Inc.
151 Poole Rood, Suite 100 • Belville, NC 28451 • TEL: [phone] • FAX [phone]
www.capefearengineering.corn

CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100;&Wills,NC,28451
TEL[phone];FAX[phone]
www.capefearengineering.com Transmittal
To NCDEQ Date: February 14, 2019
127 Cardinal Drive Extension File: 440-011 "36"
Wilmington, NC 28405 Subject: West 11th Street Multifamily
Southport, NC
Attn: Ms. Christine Hall Express Stormwater Permit
El As Requested ❑ For Your Files ❑ For Distribution ® For your Review/Action/Approval
Quantity Drawing No. Description
1 Copy Response Letter
1 Orig. & Stormwater Management Application (Revised Pages 3 and 4)
Copy
1 Copy Revised Wet Pond Calculations
1 Copy Revised Wet Detention Basin Supplement EZ
2 Copies Revised O&M Agreement (page 5 of 5)
2 Copies Revised Stormwater Management Plan Sheets
PE 117 siT: :'—ii: 9
ii,
FEB I ii 2019
Cape Fear Engineering, Inc
CC: File
File: 440-011 "36" "diall-ePLA-
MichaelSigned: House, P.E.
Received By:
Date:
P:1440-00 H&H Homes1440-011 Southport W.MF Eng1ADMINISTORM1NCDEQ Permit1201 9-0 2-1 4-ADD INFO12 01 9-02-1 4 TRANS-NCDEQ.doc

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I* v
ROY COOPER g . yi/ \1,p' �'
Governor �"
MICHAEL S.REGAN .
Secretary
c„v,,oa'
S.DANIEL SMITH NORTH CAROLINA
Interim Director Environmental Quality
February 7,2019
Hoosier Daddy,LLC
Attn: Jack Carlisle,Manager
6025 Tarin Road
Wilmington,NC 28409
Subject: Request for Additional Information
Stormwater Project No. SW8 190102
West Eleventh Street Multifamily
Brunswick County
Dear Mr. Carlisle:
The Wilmington Regional Office received and accepted an Express State Stormwater Management Permit
Application for the subject project on January 9,2019 with additional information received on January
25,2019. A preliminary in-depth review of that information has determined that the application is not
complete and that additional information is needed. To continue the review, please provide the following
additional information:
•
v' 1. 15A NCAC 02H.1003(3)(b) and .1050(1): Based on a phone call on February 6,2018 with
Michael House, PE with Cape Fear Engineering, it is understood that the Town of Southport is
not in favor of the proposed swale and pipe to redirect the offsite runoff such that it bypasses the
stormwater collection system within the right-of-way of West 11th Street. If the offsite runoff
cannot be redirected with grading or other features to bypass the on-site stormwater collection
system,then the offsite area will need to be included in the sizing of the on-site SCMs at its full
build-out potential.
'_..-$" 2. 15A NCAC 02H.1042(2)(c): In reviewing the documents available for this project,there appears
to be a discrepancy in the parcel area associated with parcel number 221MA005. The Brunswick
County GIS site and the zoning map on cover page of the plan set show an additional parcel on
the west side of the project area. However,the existing conditions and demolition plan show a
different parcel layout. Please provide additional information to support the project and property
area and resolve any inconsistencies in the application documents.
3. 15A NCAC 02H.1042(2): If any changes are made to the supplement based on the comments
above or comments received from other entities, please email the supplement form to the email
address provided below so that it can be preserved electronically per the regulatory requirements.
4. Due to the potentially minor nature of these comments,the express additional information review
fee has been waived.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements,narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
The requested information should be received in this Office prior to February 14,2019,or the
application will be returned as incomplete. Please note that only two letters requesting additional
information is allowed in the State Stormwater Program. If the information is not satisfactorily provided
after the second request, the project will be returned If the project is returned and you wish to re-submit
to the Express Program,you will need to reschedule the project through the Express Coordinator for the
next available review date and will need to resubmit all required items at that time, including the
application fee.
DiNorth Carolina Department of Environmental Quality I Division of Energy, neral and Land Resources
sain..id ;I
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North Mi Carolina 28405
mow
910.796.7215

State Stormwater Permit No. SW8 190102
Page 2 of 2
If additional time is needed to submit the requested information, please email your extension request,
prior to the original due date,to the Division at the email address provided below.The extension request
must include a justification and a date of when the requested information will be submitted to the
Division,which shall be no later than 5 business days past the original due date. Please remember that
extension requests delay the issuance of the final permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as"Express"and reference the State assigned project number
on all correspondence. If you have any questions concerning this matter, please feel free to call me at
[phone] or email me at [e-mail].
Sincerely,
Christine Hall
Environmental Engineer
GDS/canh: \\\Stormwater\Permits &Projects\2019\190102 HD\2019 02 addinfo 190102
cc: Michael House, PE; Cape Fear Engineering; via email
Wilmington Regional Office Stormwater File

Hall, Christine
From: Hall, Christine
Sent: Thursday, February 07, 2019 9:09 AM
To: '[e-mail]'; 'Michael House'
Cc: Weaver, Cameron
Subject: RE: request for additional info -West 11th St Multifamily, SW8 190102
Attachments: 2019 02 addinfo 190102.pdf
All,
Attached is a pdf of the second request for additional information. Always, please let me know if you have any
questions or concerns.
Please also remember to label any packages submitted with "EXPRESS".
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
-!%1.siothing Compares...,E...
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hall,Christine
Sent: Friday,January 11, 2019 5:11 PM
To: '[e-mail]'<[e-mail]>; 'Michael House'
<[e-mail]>
Cc:Weaver,Cameron<[e-mail]>
Subject: request for additional info-West 11th St Multifamily,SW8 190102
Gentlemen,
Attached is a pdf of the request for additional information for the subject project. Please let me know if you have any
questions or concerns.
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
1

CAPE FEAR
ENGINEERING
January 17, 2019
Christine Hall
NCDEQ
127 Cardinal Drive Extension
Wilmington,NC 28405
Subject: Additional Information
Stormwater Project No. SW8 190102
West Eleventh Street Multifamily
City of Southport,Brunswick County
Dear Christine:
Please find below our responses to your comments for the above referenced permit submittal.
1. 15ANCAC 02H.1003(3)(h): Due to the nature of this site. the wet pond has been designed to
handle offsite runoff from adjacent property at a maximum of 23.5% impervious area coverage
(15,180 sf of offsite impervious area/64,627sf c f off site drainage urea). The narrative describes
the offsite built-upon area was determined based on the setbacks specified within the City of
Southport UDO. In looking at the Brunswick County GIS for the offsite area, it appears that there
is right-cf way also located within this offsite drainage area. Please confirm that the amount of
built-upon area allocated to the offsite drainage area (15,180 sf) includes any impervious area
that could be located within this offsite drainage area including any driveways or other fi.'ature,s
that are allowed to be within the setbacks us well as any built-upon area within the right-of-way
Response:
An additional 1,500 square feet of impervious area has been added to the off-site allocation to
account for impervious area that may be constructed within.the Alley ROW as shown on GIS. The
ROW extends approximately 160 feet to provide for a 10 foot wide Alley. Assuming a buffer, a
minimum of 10 feet in width exists to the property line, this allows for the potential construction
of 1,500 sf of impervious alleyway. Drainage improvements have been designed within the West
Eleventh Street ROW to allow any drainage to bypass the site by means of a grassed roadside
swale. Drainage areas have been revised slightly due to the grading revisions and additional
design.
2. 15A NCAC 02H.1042(2)(c): The provided deed recorded in Book 4140 on Page 1145
demonstrates that the applicant owns parcel number 221 MA 006. Reference.s to the remaining
parcel numbers included in the project area could not be found. Please provide additional
information demonstrating that the applicant is the property owner or has legal rights to apply for
a stormwater application for the proposed project area. EC E IV E
Response: JAN 2 5 2019
Additional deeds have been provided with this response.
BY:
3. I5A NCAC 02H.1042(2)(}: 7o support the provided storage volume,please provide the surface
area at the temporary pool elevation in the calculations,preferably in the stage-storage table.
Response:
The surface area at the temporary pool has been added within the stage-storage table within the
calculations.Please note that previously the temporary pool storage volume had been calculated
151 Poole Road, Suite 100 • Belville, NC 28451 • TEL: [phone] • FAX [phone]
www.copefearengineering.com

by interpolation between contours. Since the surface area of the temporary pool has been
requested within the stage-storage table,the storage volume at this elevation has been re-
calculated using the average end over end method and therefore a new storage volume has been
reported.
4. 15A NCAC.NCAC 02H1042(2)(): Please confirm the elevations presented in the wet detention
pond design summary on page 5 of the operation and maintenance agreement. The temporary
pool elevation is not consistent with the other application documents.
Response:
Page 5 of the operation and maintenance agreement has been revised to reflect the correct
temporary pool elevation and is now consistent with other application documents.
5. 15A 15A NCAC 02H.1042(2)(a)(iv): In Section IV.10 of the application, the proposed impervious
area presented in the top table should match the total impervious area from the bottom table.
Please confirm the total amount of impervious area is presented consistently.
Response:
Section IV.10 of the application has been revised with the addition of the off-site impervious
referenced in response to comments number 1 and 3 above.
6. 15A NCAC 02II 10-t2(2)(g)(iv): In the submittal meeting. the 21-ft contour was corrected by hand
around DI4201. This correction was not transferred to the revised sheets received on January 9,
2019. Please double check the grading plan for this area.
Response:
The grading in this area has been revised for roadside drainage along West Eleventh Street.A
revised grading plan has been submitted with this response
7. 15 5A NCAC 02H.10.12(2)(h): The pond and embankment cross-sections indicate the
bottom of the pond is at 7.ft with a sediment removal elevation of 6 ft. The other
application documents indicate these elevations are 61i and 5 ft, respectively. Please
confirm the elevations for the pond are presented consistently.
Response:
Section details on plan sheet CG401 have been revised to be consistent with the proposed grading
plan and other application documents.
8. 15 A NCAC 02H.1042(2): Please email the supplement form to the email address provided below
so that it can he preserved electronically per the regulatory requirements.
Response:
A copy of the supplement form has been emailed to the address provided in the comment letter.
9. Due to the potentially minor nature of these comments, the express additional it formation review
fee has been waived.
Response:
No additional payment has been provided at this time.
Additional Information
The supplement form hard copy and digital copy provided with this response has been revised
to incorporate all aforementioned revisions within the application submittal. Due to revisions
in drainage area, a revised routing model has been provided along with revised 10-year
discharge calculations to match the routing results.
151 Poole Road, Suite 100 • Belville, NC 28451 • TEL: [phone] • FAX [phone]
www.capefearengineering.com

I trust the information provided is sufficient for your approval of this modification request and.
execution of the permit application. If you have any questions, concerns, or need any additional
information,please contact our office at(910)383-1044.
Sincerely,
JA‘11(14244-6'7-
Michael House,P.E.
Cape Fear Engineering,Inc.
151 Poole Rood, Suite 100 • Belville, NC 28451 • TEL: [phone] • FAX [phone]
www.capefearengineering.corn

CASE FEAR DECEIVE
ENGINEERING JAN252019
151 Poole Rd.,Suite 100;BeMile,NC,28451
TEL[phone];FAX[phone] iertaktr
www.capefearerginee<ing.com Transmittal
To NCDEQ Date: January 17, 2019
127 Cardinal Drive Extension File: 440-011 "36"
Wilmington, NC 28405 Subject: Additional Information
West 11th Street Multifamily
Attn: Ms. Christine Hall Southport, NC
Express Stormwater Permit
❑As Requested ❑ For Your Files ❑ For Distribution ® For your Review/Action/Approval
Quantity Drawing No. Description
1 Copy Response Letter
2 Copies Revised Page 3 of Stormwater Management Application
1 Copy Additional Property Deeds
1 Copy Revised Stormwater Calculations
1 Copy Revised Wet Detention Basin Supplement
1 Copy Revised O&M Agreement EZ Form
2 Copies Revised Plan Sheets (DA-1, CG100, CG101, CG401)
•
Cape Fear Engineering, Inc
CC: File
File: 440-011 "36" Signed:, ,Z44A"
Michael House, P.E.
Received By:
Date:
P:1440-00 H&H Homes1440-011 Southport W.MF Eng1ADMINISTORMWCDEQ Permit12019-01-11-ADD INFO1201 9-01-1 7 TRANS-NCDEQ.doc

1111 Hill 111111111111111 111111111 I III BOOK:4148 PAGE:871 01/25/20000 E
Page 1 of 7
Brenda M.Clernmons.Brunswick County Register of Deeds
A1sv ivai s Qal mA�l3
p-tt . C G-3-.5
NORTH CAROLINA GENERAL WARRANTfC twee m#221I1100501 C�
221NA01301
Excise Tax: t;.bt2 • 221MA005 _
Parcel'Identifier No. Verified by County on the,,,__._day of ..20.__
Mail/Box to: Fuss Law Firm.PC.1904 Fanwood Road.Suite 315.Wilmington.NC 840L
This Instrument was prepared by; Foes Law Firm.PC.1904$psorpoj,JJsigd.Suite 315 Wilmington.NC 28403
Brief description for the Index:
TIES DEED made this `" day of P rvs'tbQ' .201$.by and between
GRANTOR' GRANTEE
Hoke Developers Ill,LLC,elkla Hoosier Daddy,LLC
Hoke Developers 3,LLC 60151
_0151 atiA ZL
WMc(\ (yn NIL 4°,
Eater is appropriate bleak for each Grantor and Grantee: name.mailing address.and.if appropriate,character of entity.e.g.
corporation or partnership.
The dasigrliition Qrmatas and Grantee as used herein shalt include said parties,their heirs.suocesaore,and assigns,trod shall include singular,
pl uraL masculine.feminine or neuter as required by contest.
WrI NESSETH,that the Grantor.fora valuable consideration paid by the Grantee.the receipt of which is hereby acknowledged.has and by
these presents does grant.bargain.sell and convey unto the Grantee in fee simple,all that certain lot.pared of land or condomiiniunt unit
situated in the City of • Township. Brunswick County.
North Carolina and more particularly described as follows:
See Attached
Submitted electronically by Fuss Law Firm. PC in compliance with North Carolina
statutes governing recordable documents and the terms of the submitter agreement with the
Brunswick County Register of Deeds.
Prenared by William A. Fuss. a licensed North Carolina attorney. Delinquent taxes. if*
The property bareiuebove doinribed was acquired by Grantor by instrument recorded in Book 4082 page 107 ,
All or a portion of the property herein conveyed includes or X does not include the primary residence of a Grantor.
A map showing the above described property Is recorded In Plat Book,, page
*army• to. be paid by the cle+stn.n attorney ,set paidto the county tax collector upon
-disbursement of cloning proceeds.
NC liar Aaaaotadoa Fern Ne.J Cr I976.Itcriicd A 1977,_Hat?.3(113 this narked term lie Inca Depraved by
Printed by A reeoent wish the NC Bar Aaaoetadea !oh! No*(:mrilina a _
rilti)
JAN25 2019
BY:
Submitted electronically by Fuss Law Firm,PC in compliance with North Carolina statutes governing recordable documents and the
terms of the submitter agreement with the Brunswick County Register of Deeds.

111111111 III III 11111 II II 1111111111111 BOOK:4148 PAGE:872 01/23:35.09 E
Page 2 of 7
Brenda M.Clemmons.Brunswick County Register of Deeds
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with die Grantee.that Grantor is seized of the premises in fee simple,has the tight to convey the same in fee
simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title against die lawful
claims of all persons whomsoever,other than the following exceptions:
IN WITN WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written.
oke Dev (SEAL):
By:111 t2 \
Printl7ype Name .
Prtat/i'ype Name the: Member (SEAL)
Print/Type Name: . .
Ralph Hu
By: _ „MEAL)
Print/Type Name&Title: Print/Type Name:
By: MEAL)
Print/Type Name&Tide: Priot/]'ype Name:
State of -County or City of •
I.the tmdersigned Notary Public of the County or City of_, and State aforesaid,certify that
personally appearedd before me this day and acknowledged thedue
execution of the tangoing instrument for the purposes therein expressed. Witness trot hand and Notarial stamp or seal this day of
My Commission Expires: Notary Public
(Affix Seal) Notaty'spdnied or Typed Name
State of -County or City of
I,the undersigned Notary Public of the County or City of and State aforesaid,certify that
personally eppenred before me this day and acknowledged the due
execution of die foregoing imminent for the purposes therein expressed. Witness my hand and Notarial stamp or seal this &Ay of
�Zug
My Commission Expires: . . . Notary Public
(Affix Seal) Notary's Printed or Typed Nene
State of North Caroline -County or City of &Ain id£t a✓rc) -
L the underAgned rotary Public oldie County or City of E yl "Pt0lc: and Stan eforesutd,certify that
Member/Maneaer personally game before me this day and acknowledged that
_he is the Ralph Huff of II it,E ()..oa,iittqp•ewL I ti. t1_G ,a North Carolina or
rx corpndordlimited liability company/ i (strike through the
inapplicable),and that by authority duly given and as the act• h entity.,,,,,he signed the foregoing instrument in he name on its
behalf as its act and deed. Witness my band and Notar 's20th day .idInbyl
My Commission Expires: talOTAR .1 l.i a 1t7 Notary Public
(Affix Seal) Notary's Printed or Typed Name
.1441,WV
NC Hat Assoclegoa Aorgt No. 3 4)19776,ale+fined e;,1977.20n2. si ft The standard form Gas been epprove0 ty:
Primed by Agreement with the NC Bar Association—199tvs:: 4411aiwanwoNe:tootoings
North Carolina HerAnodadoe—NC Bar Perm No.3

1111111111 III II II II 'I II ' III"' III 'll BOOK:4148 PAGE:873 11:23:35.000
Page 3 of 7 E
Brenda M.Clemmons.Brunswick County Register of Deeds
"EXHIBIT A"
TRACT 1CONN TRACT 1
COTTAGE BRAG THeENCE N 73ITNG 037'6'; ENATDISTANCE OFHMB yEsT N EXISSIITNG STREET
NAILLRIN
THE CENTERLINE OF SAW STREET;
THENCE N 14055'01" W A DISTANCE or 25.81' TO AN EXISTING IRON IN 'TNR NORTHERN RIGHT
OF WAY OF WEST ELEVENTH STREET THE POINT OF BEGINNING' THENCE N 15001'43" w A
DISTANCE OP Mar TO AN EXISIING IRON; THENCE N 15020'19" WA DISTANCE OF 1 9 9'
TO A POINT; THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 423.A8',
WITH A R.ADIUs OF 5729.60'. wMTN A CHORD GEARING OF N 57055'0E" E. WITH A CHORD
LENGTH OF 423.18' TO A CONCRETE MONUMENT; THENCE N 68014'21" E A DISTANCE OF 90.07'
TO A CONCRETE NONWdENT IN THE SOUTHERN RIGHT OF WAY OF WEST TWELFTH STREET; THENCE
WITH SATO RIGHT OF WAY N 65021'17" E A DISTANCE OF 14.01 To AN EXISTING IRON WHERE
THE SOUTHERN RIGHT OF WAY OP WRSS' TWELFTH STREET INTERSECTS THE WESTERN RIGHT OF WAY
OF NORTH CASWELL STREET SAID IRON BEING FURTHER LOCATED S 34025'54" W A DISTANCE
OF 53,10 FROM AN EXIS►ITNG PIC NAIL IN THE CENTERLINE INTERSECTION OF SA&D STREETS;
THENCE WITH THE RIGHT OF WAY OF NORTH CASWELL STREET S 20046'11" E A DISTANCE OP
257.06' TO AN EXISTING IRON; THENCE LEAVING SAID RIGHT OF WAY N 7/013'01 W A
DISTANCE; 9 .55' TO A POINT' THENCE N 71013'0l" W A DISTANCE OF 53.23' TO A POINT;
THENCE N 3101" W A DISTANCE OF 12 1.7' TO AN EXISTING IRON' THENCE N 71021'12" W•
A DISTANCE OP 154.91' TO AN EXISTING IRON' THENCE S 15030'1l"�N A DISTANCE OF
117.80' TO AN EXISTTNG TRON THENCE 769f4'3S E A DISTANCE OF 126.90' TO A POINT;
'HENCE S 13015'2z3" F�. A DISTANCE OF MOO TO AN EXISTINGeIRON; THENCE $ 7E036'13" W
A DISTANCE OF 53.34 T9 AN Fx2s �'NGN� ZR( THENCE S 76014 19 w A DISTANCE OF 53.40'
TQ EXISITNO IRON; THENCE S 13026'16' E A DISTANCE OF 41.32' TO A POINT; THENCE $
7f�'35" WA DISTANCE OF $5.60' TO AN EKISITNG IRON; THENCE S 5402$'23" W A
DISTANCE OF 197.15'TO AN E 5 TNG IRON: THENCE S 70010'21"' E A DISTANCE OF 4E 63' TO
AN EXISTTNG IRON; THENCE S 70049'29" E A DISTANCE OF 99.55' TO AN EXISTING IRON IN
MAMMAS RIGHT OY WAY OF WEST ELEVENTH STREET; THENCE 5 92034'07" W A DISTANCE
CONTAININ 3.6HA CREL
ACRES ACCORDING NTO4AN UNRECORDED SURVEY BY BOBBY M. LONG &
ASSOCIATES FOR CASWELI. WEST, LLC DATED APRIL 21, 2008,
DESCRIPTIONS FOR TRACTS 2, 3, 4. 5 SHOWN OE THE FOLLOWING PAGES

111111 III'I III I III I I II 'I II II 111111 III III BOOK:4148 PAGE:874 01/2 5/20100 E
Brenda M.ClemBrunswickCounty Re9ister of Deeds mons. Page 4 of 7
TRACT 2
TRACT 2
COMmENCrNG AT AN EKI5ITNG PK NAIL IN THE CENTERLINE xNTE*SECTION OF WEST TWELFTH
STREET AND NORTH CASWELL STREET; THENCE S 34025'54" W A DISTANCE OP 53.10' TO AN
EXISTING IRON WHERE SAID STREET BIGHT OF WAYS INTERSECT; THENCE WITH THE WESTERN
RIGHT OF WAY 00 NORM CASWELL STREET S 20046'13" E A DISTANCE OP 257.06' TO AN
Ekx5TYNTi IRON; THENCE LEAVING SAID RIGHT OF WAY N 71013'01" W A DISTANCE OF 96.55'
TO A POINT. THE POINT OF EEGINNING; THENCE 5 76024 SS" W A DISTANCE OF 43,12' TO A
POINT; THENCE N 13016'23" W A DISTANCE OP 28.49' TO A PONTY ; THENCE S 71013'0X" 0 A
DISTANCE OF 53.23' TO THE PLACE AND POINT OF BEGINNING. CONTAINING 0.02 ACRES
ACCORDING TO AN UNRECORDED SURVEY BY 80881, M. LONG & ASSOCAITES FOR CASWELL WEST,
LLC DATED APRIL 211 20w.

111111111 III "II I I II 'I'I ' III I I 'I II 'II BOOK:4148 PAGE:875 101/25/2019 1:23:35.000 E
Page 5 of 7
Brenda M.Clernmons.Brunswick County Register of Deeds
•
TRACT 3 TRACT 3
COMMENCING AT AN EXISTING PK NAIL IN THE CENTERLINE INTERSECTION OF WEST TWELFTH
STREET AND NORTH CASWELL STREET; THENCE S 34025'54" W A DISTANCE OF 53.10' TO AN
EXISTING IRON WHERE SAID STREET RIGHT OF WAYS INTERSECT; THENCE WITH THE WESTERN
RIGHT OF WAY OF NORTH CASWELL STREET 6 20046'13" E A DISTANCE OF 257)06' TO AN
EXISTING IRON THE POINT OF BEGINNING;
THENCE CONTINUING WITH SAID RIGHT OF WAY S 13036'30" E A DISTANCE OP 14.31' TO AN
EXISTTNG IRON. THENCE LEAVING SAW RIGHT OF WAY S 76024'53" V A DISTANCE OF 127.03'
TO AN EXTSYTNt IRON; THENCE N 13016'23" W A DISTANCE OF 66.00' TO A POINT; THENCE N
76024'58" £ A DISTANCE OF 45.12' TO A POINT; THENCE S 71013 01" E A DISTANCE OF
96,551 THE PLACE AND POINT OF BEGINNING. CONTAINING 0.14 ACRES ACCORDING TO AN
UNRECORDED SURVEY BY BOBBY M, LONG $ ASSOCIATES FOR CASWELL WEST, LLC DATED APRIL
21, 2008.

1111111111111 II 1111 1111 I IIIl 111111 III BOOK:4148 PAGE:876 11/23:350000 E
Page 6 of 7
Brenda M.Clemmons.Brunswick County Register of Deeds
TRACT 4 BRACT4
COMMENCING AT AN EXISTTNG PK NAIL IN THE CENTERLINE INTERSECTION OP WEST TWELFTH
STREET AND NORTH CASWELL STREET; THENCE E 54025 54" W A DISTANCE OF 53.2O' TO AN
EXISTING IRON WHERE SAIQ STREET RIGHT OF WAYS INTERSECT; THENCE WITH THE WESTERN
RIGHT OF WAY OP NORTH CASWELL STREET S 2404E 13" E A DISTANCE OP 232.06' TO AN
EXISTING IRON; THENCE LEAVING SAID RIGHT OP WAY N 710;3'O1" W A DISTANCE OF 96.55'
TO A POINT; THENCE N 71013'01" W A DISTANCE OF 5$.Zr TO A POINT, THE POINT OP
SHINNING; THENCE_S O16123" E A DISTANCE OF 28.49 TO A POINT; THENCE S 33016123"
E A DISTANCE OF 66.00 TO AN EXISTING IRON; THENCE S 75047,29" W A DISTANCE OF
10.32' TO AN EXISITNG IRON; THENCE N 13016'23" W A DISTANCE OF 66.00' TO A POINT;
THENCE N 13D16+Z3" w A DISTANCE OF 35.12' TO AN EXISITING IRON; THENCE S 71013'01" E
A DISTANCE OF
CONTAINING 0.01 ACRESACCORDINGGCh O AAMM UNRECOEDESURVEYNG.
BY BOSSY M. LONG &
ASSOCIATES FOR CASWELL WEST, LLC DATED APRIL 22, 2006.

111111 1111 III111111111 1 1 1 III I I I 111I III BOOK:4148 PAGE:877 °i�z3 3s°000 E
Page 7 of 7
Brenda M.Clemmons.Brunswick County Register of Deeds
TRACT 5 TRACT 5
COMMENCING AT AN EXXSITNG PK NAIL IN THE CENTERLINE INTERSECTION OF EST TWELFTH
STREET AND NORTH CASWELL STREET; THENCE S E40254S4" W A DISTANCE OF 53.101 DO AN
EXISTING IRON WHERE SAID STREET RIGHT OF WAYS JNTERSECT;
THENCE WITH THE WESTERN RIGHT OF WAY OF NORTH CASWELL STREET S 20046'13" E A
DISTANCE OF 257.0¢' TO AN EXISTING IRON THENCE LEAVING SAID RIGHT OP WAY N 71013'01"
W A DISTANCE OF 9 .55' 7D A POINT; THENCE N 71013'01" W A DISTANCE OF 53.23' TO A
POINT; THENCE N 710I5'01' W f DISTANCE OF 12.17' TO AN EXISTING IRON THE POINT OF
BEGINNING; THENCE 3016'23' E A DISTANCE OP 35.121 TO A POINT;
THENCE S W A DISTANCE OF 120. 0' TO AN STING IRON' THENCE N 13030'11" W A DISTANCEgp�SS,.
117.80' TO AN EXZ$ITNG IROM; THENCE S 71021/12" E A DISTANCE OR 154.91' THE PLACE
AND POINT OR BEGINNING. CONTAINING 0.23 ACRES ACCORDING 70 AN UNRECORDED SURVEY BY
R0BEY M. LONG & ASSOCIATES FOR CASWELL WEST, LLC DATED APRIL 21, 2009.

Hall, Christine
From: Michael House <[e-mail]>
Sent: Wednesday,January 23, 2019 2:42 PM
To: Hall, Christine
Subject: RE: [External] RE: request for additional info - West 11th St Multifamily, SW8 190102
CAUTION:,it,, a. _. :.Jo not click links or open attachments unless you verify.Send all suspicious email as an
Christine,
I sincerely appreciate that,as does the client.
Thank you very much,
Michael House, P.E.
CAPE FEAR
E G INE RING
Michael.housea,cap-efearengineering.com
PH:910.383.1044
151 Poole Road, Ste. 100 I Bolville, NC 128451
From: Hall, Christine [mailto:[e-mail]]
Sent: Wednesday,January 23, 2019 2:30 PM
To: Michael House<[e-mail]>
Subject: RE: [External] RE: request for additional info-West 11th St Multifamily, SW8 190102
This information was due back last week. The best I can give is an extension to get the information to me on Friday,
1/25.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources-State Stormwater Program
Department of Environmental Quality
910 796 7215 office •
910 796 7335 direct
christine.hall a(�.ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
0 ``'-'Nol hi-4 g Compares - .
Email .l.rreaJ:sd.}'ce. fe, 812: horn this c?. :7es'is s1F.,,isort to the
North Carca. Lkt C Records Le,'w4`arid may be df` .oS6-tit?gelid
parties.
From: Michael House <[e-mail]>
Sent: Wednesday,January 23, 2019 9:02 AM
1

To: Hall, Christine<[e-mail]>
Subject: [External] RE: request for additional info-West 11th St Multifamily,SW8 190102
L.(7)V42 V,�gn . .afeiCt Qpeirt attachrtwi., 3r' a 3 n attachment to
v y,
Lre{3nrts¢Ji�rr} - - -Christine,
Hope you enjoyed your time out of the office. Since these properties were sold within 2 days of our express meeting, I
am struggling to get copies of all associated Deeds. I have the response ready to submit without this information.
Would consider granting us an extension for the response in order to compile the required land deeds for both projects?
It would be greatly appreciated.
Thank you,
Michael House, P.E.
CAPE FEAR
ENGINEERING
G
Michael.hol.:se(a�capefearengineering.cem
PH: 910.383.1044
151 Poole Road, Ste. 100 j Belville, NC ; 28451
From: Hall, Christine [mailto:[e-mail]]
Sent: Friday,January 11, 2019 5:11 PM
To: [e-mail]; Michael House<[e-mail]>
Cc:Weaver, Cameron <[e-mail]>
Subject: request for additional info-West 11th St Multifamily, SW8 190102
Gentlemen,
Attached is a pdf of the request for additional information for the subject project. Please let me know if you have any
questions or concerns.
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources-State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares
Email correspondence o and from this address is subject to she
North Caroa:Ina Public Records Lori and may be disclosed fo third p&rt:ev�.
2

, =0,,,,,,o..,,,, N
.i,t 4.; .ROY COOPER,�cvi 'S" a
Governor RA
MICHAEL S.REGAN �° ,
Secretary �`�""^ "°�
WILLIAM E.(TOBY)VINSON,JR. NORTH CAROLINA
Interim Director Environmental Quality
January 11, 2019
Hoosier Daddy, LLC 2v�0-,
Attn: Jack Carlisle, Manager
6025 Tarin Road - e.
Wilmington,NC 28409
Subject: Request for Additional Information
Stormwater Project No. SW8 190102
West Eleventh Street Multifamily
Brunswick County •
Dear Mr. Carlisle:
The Wilmington Regional Office received and accepted an Express State Stormwater Management Permit
Application for the subject project on January 9,2019. A preliminary in-depth review of that information
has determined that the application is not complete and that additional information is needed. To
continue the review,please provide the following additional information:
7 1. 15A NCAC 02H.1003(3)(b): Due to the nature of this site,the wet pond has been designed to
handle offsite runoff from adjacent property at a maximum of 23.5% impervious area coverage
(15,180 sf of offsite impervious area/64,627sf of offsite drainage area). The narrative describes
the offsite built-upon area was determined based on the setbacks specified within the City of
Southport UDO. In looking at the Brunswick County GIS for the offsite area, it appears that
there is right-of-way also located within this offsite drainage area. Please confirm that the
amount of built-upon area allocated to the offsite drainage area(15,180 sf) includes any
impervious area that could be located within this offsite drainage area including any driveways or
other features that are allowed to be within the setbacks as well as any built-upon area within the
right-of-way.
—�2. 15A NCAC 02H.1042(2)(c): The provided deed recorded in Book 4140 on Page 1145
demonstrates that the applicant owns parcel number 221 MA 006. References to the remaining
parcel numbers included in the project area could not be found. Please provide additional
information demonstrating that the applicant is the property owner or has legal rights to apply for
a stormwater application for the proposed project area..
15A NCAC 02H.1042(2)(f): To support the provided storage volume,please provide the surface
area at the temporary pool elevation in the calculations,preferably in the stage-storage table.
�4. 15A NCAC 02H.1042(2)(j): Please confirm the elevations presented in the wet detention pond
design summary on page 5 of the operation and maintenance agreement. The temporary pool
elevation is not consistent with the other application documents.
V5 15A NCAC 02H.1042(2)(a)(iv): In Section IV.10 of the application,the proposed impervious
area presented in the top table should match the total impervious area from the bottom table.
Please confirm the total amount of impervious area is presented consistently.
L,,,6: 15A NCAC 02H.1042(2)(g)(iv): In the submittal meeting,the 21-ft contour was corrected by
hand around DI#201. This correction was not transferred to the revised sheets received on
January 9, 2019. Please double check the grading plan for this area.
1/7'. 15A NCAC 02H.1042(2)(h): The pond and embankment cross-sections indicate the bottom of
the pond is at 7 ft with a sediment removal elevation of 6 ft. The other application documents
indicate these elevations are 6 ft and 5 ft, respectively. Please confirm the elevations for the pond
are presented consistently.
ANorth Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
ape Wilmington Regional Office 1127 Cardinal Drive Extension 1 Wilmington,North Carolina 28405
uR.uewka� 6i�i.u.nr MYly
910.796.7215

State Stormwater Permit No. SW8 190102
Page 2 of 2
/8. 15A NCAC 02H.1042(2): Please email the supplement form to the email address provided below
so that it can be preserved electronically per the regulatory requirements.
9. Due to the potentially minor nature of these comments,the express additional information review
fee has been waived.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements,narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
The requested information should be received in this Office prior to January 21,2019, or the application
will be returned as incomplete. If the project is returned and you wish to re-submit to the Express
Program,you will need to reschedule the project through the Express Coordinator for the next available
review date and will need to resubmit all required items at that time, including the application fee.
If additional time is needed to submit the requested information,please email your extension request,
prior to the original due date,to the Division at the email address provided below. The extension request
must include a justification and a date of when the requested information will be submitted to the
Division,which shall be no later than 5 business days past the original due date. Please remember that
extension requests delay the issuance of the final permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express"and reference the State assigned project number
on all correspondence. If you have any questions concerning this matter,please feel free to call me at
[phone] or email me at [e-mail].
Sincerely,
?ere qal
Christine Hall
Environmental Engineer
GDS/canh: \\\Stormwater\Permits&Projects\2019\190102 HD\2019 01 addinfo 190102
cc: Michael House,PE;Cape Fear Engineering;via email
Wilmington Regional Office Stormwater File

,
Hall, Christine
From: Hall, Christine
Sent: Friday,January 11, 2019 5:11 PM
To: '[e-mail]'; 'Michael House'
Cc: Weaver, Cameron
Subject: request for additional info -West 11th St Multifamily, SW8 190102
Attachments: 2019 01 addinfo 190102.pdf
Gentlemen,
Attached is a pdf of the request for additional information for the subject project. Please let me know if you have any
questions or concerns.
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
IC ..f a c hjin' o pz:rc
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t

II'II' I I'll I II 'I +I II' I I II II'll 'I II 'II BOOK:4140 PAGE:1145 12/28/2018
5 7 3.too E
Pagel of
Brenda M.Clemmons.Brunswick County Register of Deeds
Brenda M.Clemmons.Brunswick County Register of Deeds
12/28/2018 15:17:13.000 NC REVENUE STAMP:S200.00
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $200.00
Parcel Identifier No.221 MA 006 verified by County on the_day of ._.._ ,20_
By:
Mail/Box to: Fuss Law Firm.PC.1904 Eastwood Road.Suite 315,Wilminaton,NC 28403
This instrument was prepared by: Fuss Law Firm.PC,1904 Eastwood Road.Suite 315.Wilmington.NC 28403
Brief description for the Index: 66X148 W 1 ITH STREET
THIS DEED made this 21 st day of December .. . .2018,by and between
GRANTOR GRANTEE
Marjorie Clemmons Hoosier Daddy,LLC
Michael Clemmons and spouseAndrea Clemmons 6025 Tarin Road
Alfreda L.Ponder and spouse James Ponder Wilmington,NC 28409
Enter in appropriate block for each Grantor and Grantee: name,mailing address,and,If appropriate,character of entity,e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties.their heirs.successors.and assigns,and shall include singular,
plural,masculine,feminine or neuter as required by context.
WITNESSETH,that the Grantor,for a valuable consideration paid by the Grantee,the receipt of which is hereby acknowledged,has and by
these presents does grant.bargain,sell and convey unto the Grantee in fee simple,all that certain lot,parcel of land or condominium unit
situated in the City of Southport. „m Township, Brunswick County,
North Carolina and more particularly described as follows:
See Attached
This instrument prepared by William H. Fuss a licensed NC attorney. Delinquent taxes, if
any. to be paid by closing attorney to the county tax collector upon disbursement of cloeisb
proceeds
The property hereinabove described was acquired by Grantor by instrument recorded in Book page
All or a portion of the property herein conveyed_includes or X does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book page
Page 1 of 2
NC gar Association Farm No. 3 e 1976.Revised 01977.2001 2013 This standard form has been approved by;
Printed by Agreement with ate NC Ber Aesaciadan—1981 North Cardillo Bar Association—'-;C ,r s E1
rn
JAN 0 9 2019
Submitted electronically by Fuss Law Firm,PC in compliance with North Carolina statutes governing recordable docuna ksand-the
terms of the submitter agreement with the Brunswick County Register of Deeds.

II 111I I I111 I I I1I I I III I I II II 1I IIII 11II BOOK:4140 PAGE:1146 12/28/30 oo E
Brenda M.Clem-ionsy Register of Deeds.Brunswick Count Page 2 of 3
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple.has the right to convey the same in fee
simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever,other than the following exceptions:
IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written.
( 41rA4tl414" - (SEAL..1
(Entity Name) Prin Name: Marjorie Clemmons
By: - .{. J
(SEAL)
Print/Type Name&'Title: >rtnt/Type Name: lull. arl[CIrmennna
By: get..4(2 t4J t�.� (SEAL)
Print/Type Name&Title: Print/Type Name: rea gem op;
By. AMA PERbI �f -- (SEAL)
Pri ype Name&Title: Print/Type : A!frrda t..Pendrr
State of North Carolina , -County or City of Brunswick. A{iro' 1 cl e
L the undersigned Notary Public of the County or City of 13tunsw iellAki/ nor Scare aforesaid.certify that
Marjorie Clemmons .1.4.nYte c ,/.. .7,.i1 �Nu„u inr,� personally appeared before me this day and acknowledged the due
execution of die foregoing instrument for the purpo �ttiviii yd. Witness my hand and Notarial stamp or seal this f.day of
(r,�d0J ,20�.
New �(i� C
` Notary Public 'AA _
(� �y / ` Ngnovet County � � ��''Y-��
My Commission Expires: l ' !�' A/ TMY Commission Expires , / '.414-Z1 S_Notary Public
(Affix Seal) op0911 t1/2021 P y` Notary's Printed or Typed Name
State of North Carolina -County or CIt r i,,�, , ,,,,_,
I.the undersignedNotary Public of the Cou ty or ,ri f„)rimy ri, And State aforesaid,certify that
Michael Clemons and mouse Andrea CIAMMOASIWPredit.I' ie'1 Personally appeared before me this day and acknowledied the due
cants of thg foregoing instru nt fiT purposes therein expressed. Witness my hand and Notarial stamp or seal this Z-day of
4bil
T� E Noiary Public 'pliiriow
l 4
My Commission Expi•res: r _ New Henovet CnunW ,r r/-5Notary Public
(Affix Seal) ley comtmis:On 6,10116g Notary's Printed or Typed Name
i 0911612021 x
State of -County or l;if _
I.the undersigned Notary Public of the County'�irlQi¢yp � and State aforesaid,certify that
" '""wp,_, personally came before me this day and acknowledged that
_he is the of ,a North Carolina or
corporation/limited liability company/general partnership/limited partnership(strike through the
inapplicable),and that by authority duly given and as the act of such entity,,,,,,he signed the foregoing instrument in its name on its
behalf as its act and deed. Witness my hand and Notarial stamp or seal.this day of -__ , ,20, .
My Cattmzission Expires: . . Notary Public
(Affix Seal) Notaty's Printed or Typed Name
•
Flee 2 of 2
NC Bar Association Form No. 3 0 1976.Revised e01977.2003,2013 This standard form has been approved by:
'Printed by Agreement with the NC Bar Association'1981 North Carolina Bar Association—NC Bar Form No.3

11111111111111111111111 II 11 1111 111 111 BOOK:4140 PAGE:1147 :1�130 Q E
Page 3 of 3
Brenda M.Clemmons.Brunswick County Register of Deeds
ATTACHMENT
BEGINNING et an iron pipe in the northern right of way line and 30 feet from the centerline of West 11th Street,
said pipe being located in James McMillian's southern line and also being located 425.3 feet as measured along
the northern right of way line of West 11th Street from its intersection with the western right of way line of Caswell
Street.
From the above described beginning point runs with the street right of way line north 78 degrees 10'east 66 feet to
a pipe;thence north 11 degrees 50'west 150 feet to a pipe; thence south 59 degrees 10'west 197 feet to a pipe in
an old fence row;thence with the fencce south 68 degrees east 46.5 feet to an"P"stone; thence same course
continued 101.5 feet to the point of BEGINNING.
2018080373
PO Box 266B,Wilmington,be 25403

Stormwater Management & Erosion
Control Design Narrative and Calculations
For
NCDEQ Express Stormwater Permitting Narrative
Subject:
WEST ELEVENTH STREET MULTIFAMILY
CITY OF SOUTHPORT
Brunswick County,North Carolina
tq/z/11 ya.
Prepared for:
Hoosier Daddy,LLC
6025 Tarin Road
Wilmington,NC 28409
Date: January 2019
Prepared by:
Cape Fear Engineering,Inc.
151 Poole Road, Suite 100 ECEIVE
Belville,North Carolina.28451
[phone] JAN p 9 2019
NC License No. C-1621

DESIGN NARRATIVE
1. GENERAL:
The West Eleventh Street Multifamily project is a proposed residential development located in
Brunswick County,North Carolina in the vicinity of the intersection of West 1 1th Street and N.Caswell
Ave. within the City of Southport. This stormwater permit application includes stormdrain collection
and treatment to serve the development.
This project is located within the Cape Fear River Basin, and drains to Cottage Creek(SC;Sw 18-88-
9-4).
2. EXISTING SITE:
Site topography generally drains from east to west with Cottage Creek running the western edge of
the property. The existing site is wooded,with light underbrush. Subsurface soils are typically a
mixture of sands, silty sands and organics. All wetlands in the vicinity of the proposed project have
been delineated by Land Management Group, Inc. and surveyed by Cape Fear Engineering, Inc.
3. PROPOSED DEVELOPMENT:
The proposed development will be a high density residential development. The project will consist
of 7 multifamily buildings consisting of 34 residential units total. Proposed infrastructure includes
pipe collection systems and treatment ponds, streets with curb and gutter, and utilities.No grading
is to occur within the limits of the wetlands.
4. DRAINAGE CONSIDERATIONS:
Drainage on the site will sheet flow primarily to stormdrain inlets within asphalt areas with some
areas draining to shallow surface swales and inlets located in pervious/landscaped areas. From
there, the drainage will be piped to sediment basins in accordance with NCDEQ Stormwater
regulations. The stormwater runoff will be treated by proposed Stormwater Pond #1 (Sediment
Basin #1 during construction). Silt fence will be utilized along all areas where disturbance is
occurring near wetlands and property lines/project area lines until the site is permanently
stabilized.
Several adjacent parcels currently drain through the existing site and ultimately to Cottage Creek.
If these lots are to be developed individually as R-10 residential in the future, no state stormwater
permit may be required. For this reason,the setbacks specified within the City of Southport UDO
have been used to identify maximum potential building envelopes for these off-site lots. The
setbacks applied consist of 25' front, 20' rear, and 8' side setbacks. The summation of these
maximum potential building envelopes has been allocated for off-site impervious coverage in the
sizing and design of the SCM.
l 5kJ2- hao ie1er vv, Ce e. ce,e
- c P

5. PROPOSED SCM DESIGN AND CONSIDERATIONS:
The proposed design includes a Wet Detention Basin(Pond#1) as the primary stormwater SCM.
The Wet Detention Basin has been designed for 90% TSS Removal and has been designed to
manage runoff from the 1.5"water quality design storm. In accordance with the City of Southport
Stormwater ordinance,Pond#1 has been designed with additional storage to attenuate the 25-year,
3-hour duration storm event. In order to provide a non-erosive velocity (< 2.0 fps) at the edge of
the wetlands,rip-rap energy dissipaters have been sized in accordance with the NCDENR Erosion
Control Manual.
5. EROSION CONTROL. CONSIDERATIONS:
The primary erosion control measures to be utilized for this project will be temporary sediment
basins 1 &2.Additionally, silt fence will be utilized to protect against sediment transport from the
project site. Inlet protection is to be installed as the stormdrain inlets are constructed to minimize
the amount of sediment entering the collection system. Once construction is complete all disturbed
areas will be seeded to establish ground cover. The land disturbance activities and erosion control
devices will be installed and maintained according to the notes and specification on the project
drawings.
7. MAINTENANCE CONSIDERATIONS:
During construction,the Contractor shall be required to inspect and repair as needed all erosion control
devices after any significant rain event. Any measure found not performing its intended function shall
be repaired immediately. Upon completion of construction and establishment of permanent ground
cover, the owner shall be responsible for maintenance to ensure that there is no sediment leaving the
project site.

WATER QUALITY CALCULATIONS
,e;/*;(4.440.-'7
yam,.
, iii5P1
rj'ECE!VE[
FEB 14 2019

WET DETENTION BASIN DATA SHEET DATE: 2/12/19
DESIGN CALCULATIONS FOR PROJECT NO.: 440-011
WEST ELEVENTH STREET MULTIFAMILY DESIGNED BY: MRH
POND#1
DRAINAGE AREA(Ad):
ON-SITE DRAINAGE AREA: 183,865 SQ.FT 4.22 ACRES
OFF-SITE DRAINAGE AREA: 64,550 SQ.FT 1.48 ACRES
DRAINAGE AREA(Ad) 248,415 SQ.FT 5.70 ACRES
IMPERVIOUS AREA(Ai):
BUILDINGS: 51,000 SQ.FT 34 units @ 1,500 sf each
PATIOS: 5,100 SQ.FT 34 @ 10'X 15'
ROADS&PARKING: 18,960 SQ.FT Includes Asphalt and Curbing
DRIVEWAYS: 11,845 SQ.FT
OFF-SITE 24,680 SQ.FT"
CONTINGENCY(RESERVE) 500 SQ.FT
TOTAL: 112,085 SQ.FT
PERCENT IMPERVIOUS(I):
I=Ad/Ai= 45.12% USE 45 %
CALCULATE AVERAGE DEPTH(Davg):
SEE AVERAGE DEPTH CALCULATION SPREADSHEET FOR POND#2
CALCULATE REQUIRED SURFACE AREA AT PERMANENT POOL:
POND#1 SHALL HAVE AN AVERAGE DEPTH OF 5.00 FT
Is project Coastal(C)or Mountain(M)? C
INTERPOLATION OF SA/DA TABLE IN NCDEQ STORMWATER
DESIGN MANUAL
%IMP. SA/DA
40 1.83
45 2.10
50 2.35
SA/DA= 2.10%
SAREQ. 5,209 SF = 0.12 AC
MAIN POOL SURFACE AREA PROVIDED AT PERMANENT POOL= 5,510 SF
SA PROV'D= 5,510 > 5,209 =SA RFQ'D OK
POND#1
DATA SHEET
PAGE 1 OF 3
P:\440-00 H&H Homes\440-011 Southport W.MF Eog\CALCS\STORM\Pond Cdculetions.xls

REQUIRED STORAGE VOLUME:
Is this project in SA waters?(Y or N) N Use Simple Method
OK REQUIRED VOLUME(SIMPLE METHOD BY TOM SCHUELER):
RUNOFF COEFFICIENT(Rv)=0.05+0.9*(I)
Rv= 0.45608
DESIGN VOLUME(DV)=1.5"*Rv*Ad= 14162 CF
DV= 14,162 CF
N/A REQUIRED VOLUME(PRE-POST 1-YEAR 24-HR):
1-YEAR,24-HOUR STORM(RD)= 0.00 IN *FROM NOAA
PRE-DEVELOPMENT
%IMPERVIOUS= 0.0%
Rv=0.05+0.9*(I)
Rv= 0.05
DV=RD*Rv*Ad= 0 CF
POST-DEVELOPMENT
%IMPERVIOUS= 45.12%
Rv=0.05+0.9*(I)
Rv= 0.456080551
DV=RD*Rv*Ad= 0 CF
VOLUME POST-VOLUME PRE= 0 CF
REQUIRED VOLUME(1.5"SIMPLE METHOD)= 14,162 CF
REQUIRED VOLUME(PRE-POST 1-YR 24-HR)= N/A CF
REQUIRED DESIGN VOLUME= 14,162 CF
POND#1
DATA SHEET
PAGE 2 OF 3
P:H40-00 H&H Homes\440-0I1 Southport W.MP Eng\CALCS\STORM\Pond Calculetloaa.xls

FOREBAY SIZING:
MAIN POOL VOLUME (2:1 CONTOURS)
INCREM TOTAL
EL. SA(SF) VOL.(CF) VOL.(CF)
15 5,510 0 0
14.5 4,600 2,528 2,528
14 4,315 2,229 4,756
13 3,768 4,042 8,798
12 3,254 3,511 12,309
11 2,773 3,014 15,322
10 2,327 2,550 17,872
9 1,913 2,120 19,992
8 1,532 1,723 21,715
7 1,184 1,358 23,073
6 869 1,027 24,099
REQD FOREBAY VOLUME=15 TO 20%OF TOTAL= 3,615 TO 4,820 CF
CHECK FOREBAY VOLUME: (2:1 CONTOURS)
INCREM. TOTAL
EL. SA(SF) VOL.(CF) VOL.(CF)
15 2,040 0 0
14.5 1,538 895 895
14 1,306 711 1,606
13 896 1,101 2,707
12 554 725 3,432
11 293 424 3,855
FOREBAY VOL.PROV'D= 3,855 CF OK Forebay is 16%of the main pool
POND#1
DATA SHEET
PAGE 3 OF 3
P:A40-00 H&H Homes\440-011 Southport W.MF Eng\CALCS\STORM\Pond Calculetioos.,Ls

DESIGN VOLUME PROVIDED(BETWEEN PERMANENT POOL AND TEMPORARY POOL):
STORMWATER POND#1 INCREM TOTAL
EL. SW POND(SF) VOL.(CF) VOL.(CF)
15 7,678 0 0
15.5 8755 4,108 4,108
16 9459 4,554 8,662
17 10918 10,189 18,850
17.25 11295 2,777 21,627 (Temporary Pool)
18 12440 8,901 30,528
18.5 13223 6,416 36,943
MINIMUM TEMPORARY POOL ELEVATION(FROM SIMPLE METHOD VOLUME):
VOL.REQ'D= 14,162 CF
REQD ELEV= 16.540
TEMPORARY POOL ELEVATION:
OUTLET EL.= 17.25
VOL.PROVD= 21,627 CF
NOTE: SINCE THE ELEVATION OF THE NEXT AVAILABLE OUTLET ABOVE THE NORMAL POOL IS GREATER THAN THE MENIMUM
TEMP.POOL ELEVATION,THE OUTLET ELEVATION IS THE TEMPORARY POOL ELEVATION.
VOL.PROV'D= 21,627 > 14,162 =VOL.REQ'D OK
ORIFICE SIZING: REQ'D DRAWDOWN TIME=2-5 DAYS
NOTE: ORIFICE SIZED TO DRAWDOWN THE TEMPORARY POOL IN 2-5 DAYS
Q2= 0.08196 CFS (FOR 2 DAY DRAWDOWN)
Q5= 0.03278 CFS (FOR 5 DAY DRAWDOWN)
ORIFICE EL.= 15.00(PERM.POOL EL.)
TEMP.POOL EL.= 17.25 (OUTLET EL.)
ORIFICE DIAMETER= 1.75 IN.
Q PROVD=Cd*A*(2gh)^1/2 WHERE: Cd= 0.6
A= 0.016703346 SF
g= 32.2 FPS;S
h=(TEMP POOL EL-NORMAL POOL EL)/3
08
Q PROVD= 0.06965
Q2> 0.06965 >Q5 OK
DRAWDOWN TIME:
TIME=VOLUME — 2.35 DAYS
Q PROVD
POND#1
DATA SHEET
PAGE 4 OF 3
P:\440-00 H&H Homo\440-011 Southport W.MP Eng\CALCS\STORM\Pond Calculations.xls

AVERAGE DEPTH CALCULATION DATE: 1/2/19
DESIGN CALCULATIONS FOR PROJECT NO.: 440-011
WEST ELEVENTH STREET MULTIFAMILY DESIGNED BY: MRH
POND#1
Is part of the shelf submerged and being excluded in the average depth calculation?(Y or N) Y
MDC 2:Equation 3 shall be used to calculate average depth
N/A Equation 2 OK Equation 3
VPP VPP-Vshelf
Davg= APP Davg= Abottomofshelf
VPP= 24,099 CF Vshel f=0.5*Dma,r over shelf*Perimeterpem,pool*Widthsuhmerged part of shelf
APP= 5,510 FT`
Dmar:over shelf 0.5 LF
Davg= N/A FT Perimeterpe1,r,pn„i= 320 LF
W idth,uhmerged pan of shelf= 3 LF
Use Davg N/A FT
VPP 24,099 CF
Vshelf 240 CF
Abottomofshelf 4,600 FT2
Davg= 5.19 FT
Use Davg= 5.00 FT
rcErs,
FEB 2 0 ?On
BY:—
POND #47
AVG.DEPTH
P:614O-0011 611 Homes\440-01 1 Southport W.MP En*CALCS\STORMTond Calo latio s.vls PAGE I OF

WEIGHTED SCS CURVE NUMBER DATE: 1/2/19
WEST ELEVENTH STREET MULTIFAMILY PROJECT NO.: 440-011
POND#1 DESIGNED BY: MRH
Soil Types
HSG Area(sfl Area(Acres)
Tm, Tomahawk Loamy Fine Sand A 248,415 5.70
Total Area in HSG A= 5.70 Acres 100.0%
Total Area in HSG B= 0 Acres 0.0%
Total Area in HSG C= 0 Acres 0.0%
Total Area in HSG D= 0 Acres 0.0%
5.70 Acres 100.0%
PRE-DEVELOPMENT:
Based on historical aerial imagery and field observations existing ground cover
appears to be approximately:
100%Woods, Fair Condition
LAND USE H.S.G SCS CN* PERCENT CN x
Residential Use(1/4 acre lot size) A 61.00 23% 14
Residential Use(1/2 acre lot size) A 57.00 8% 5
Open Space-Good Condition-ROW Portion A 39.00 3% 1 I
Woods,Fair Condition A 36.00 66% 24
*From Table 8.03e NC Erosion Control Manual 100% 43
WEIGHTED SCS CN= 43
POST-DEVELOPMENT:
Impervious= 45.1%
Assume that all pervious area will be proportionally divided between soil groups.
Assume that all pervious area will be open space good condition(Grass>75%)
LAND USE H.S.G SCS CN* PERCENT CN x A
Impervious - 98.00 45% 44.22
Openspace,Good Condition A 39.00 55% 21.40
*From Table 8.03e NC Erosion Control Manual 100% 65.62
WEIGHTED SCS CN= 66
POND #1
SCS CN
P:\440-00 H&H Homes\440-011 Southport W.MF Eng\CALCS\STORM1Pond Calculations.xls PAGE 1 OF 1

NOAA ATLAS 14 DATA

t.
NOAA Atlas 14,Volume 2,Version 3
"`°°''A. Location name:Southport,North Carolina,USA* '" ".
it
a Ni Latitude:33.9286°,Longitude:-78.0294° n "
c
Elevation:17.61 ft** ;
B �' 'source:ESRI Maps m
m;G
"source:USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bonnin,D.Martin,B.Lin,T.Parzybok,M.Yekta,and D.Riley
NOAA,National Weather Service,Silver Spring,Maryland
PF tabular I PF aranhicai I Mans & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90%confidence intervals(in inches)1
Average recurrence interval(years)
Duration
1 2 I 5 10 25 50 100 200 500 1000
5-min 0.541 0.644 0.745 0.833 0.938 1.02 1.10 1.19 1.29 1.39
(0.503-0.586) (0.598-0.696) (0.690-0.804) (0.769-0.898) (0.862-1.01) (0.935-1.10) (1.00-1.19) (1.07-1.28) (1.16-1.40) (1.23-1.50)
10-min 0.865 1.03 1.19 1.33 1A9 1.63 1.75 1.88 2.05 2.18
(0.804-0.936) (0.956-1.11) (1.11-1.29) (1.23-1.44) (1.37-1.61) (1.49-1.75) (1.60-1.89) (1.70-2.03) (1.83-2.21) (1.94-2.37)
15-min 1.08 1.30 1.51 1.69 1.89 2.06 2.22 2.37 2.58 2.74
(1.00-1.17) (1.20-1.40) (1.40-1.63) (1.56-1.82) (1.74-2.04) (1.89-2.22) (2.02-2.39) (2.14-2.56) (2.31-2.79) (2.43-2.97)
30-min 1.48 1.79 2.14 2.44 2.81 3.10 3.39 3.69 4.10 4.44
(1.38-1.60) (1.66-1.93) (1.99-2.31) (2.26-2.63) (2.58-3.02) (2.84-3.34) (3.09-3.66) (3.34-3.98) (3.67-4.43) (3.94-4.81)
60-min 1.85 2.24 2.75 3.18 3.74 4.20 4.68 5.18 5.88 6.48
(1.72-2.00) (2.08-2.42) (2.55-2.97) (2.94-3.43) (3.44-4.02) (3.85-4.52) (4.26-5.03) (4.68-5.58) (5.26-6.36) (5.74-7.02)
2-hr 2.22 2.71 3.40 4.01 4.85 5.58 6.35 7.19 8.42 9A9
(2.04-2.42) (2.50-2.95) (3.13-3.71) (3.69-4.38) (4.43-5.29) (5.07-6.08) (5.74-6.92) (6.45-7.83) (7.46-9.18) (8.34-10.4)
3-hr 2.37 2.88 3.65 4.34 5.32 6.18 7.12 8.16 9.71 11.1
(2.17-2.61) (2.65-3.17) (3.34-4.01) (3.96-4.76) (4.82-5.82) (5.57-6.77) (6.36-7.79) (7.23-8.91) (8.49-10.6) (9.59-12.2)
6-hr 2.98 3.63 4.60 5.48 6.74 7.86 9.09 10.5 12.5 14.4
(2.72-3.30) (3.33-4.02) (4.20-5.08) (4.99-6.04) (6.09-7.42) (7.05-8.64) (8.08-9.99) (9.20-11.5)(10.9-13.8) (12.3-15.8)
12-hr 3A9 4.26 5A4 6.52 8.07 9.47 11.0 12.8 15.4 17.8
(3.17-3.91) (3.86-4.75) (4.91-6.06) (5.86-7.25) (7.19-8.96) (8.38-10.5) (9.66-12.2) (11.1-14.1) (13.2-17.1) (15.0-19.7)
24-hr 4.07 4.94 6A0 7.66 9.62 11.3 13.3 15.5 19.0 22.1
(3.74-4.48) (4.54-5.44) (5.86-7.03) (7.00-8.43) _(8.69-10.6) (10.2-12.5) (11.8-14.7) (13.5-17.2) (16.2-21.1) (18.4-24.7)
2-day 4.67 5.65 7.24 8.63 10.7 12.6 14.6 17.0 20.6 23.7
- (4.31-5.12) (5.22-6.20) (6.67-7.97) (7.90-9.49) (9.71-11.8) (11.3-13.9) (13.0-16.2) (14.9-18.9) (17.7-23.0) (20.0-26.7)
3-day 4.89 5.91 7.53 8.93 11.0 12.8 14.9 17.1 20.6 23.7
(4.53-5.34) (5.47-6.46) (6.95-8.24) (8.19-9.76) (10.0-12.1) (11.6-14.1) (13.2-16.4) (15.1-18.9) (17.8-23.1) (20.1-26.8)
5.12 6.17 7.82 9.22 11.3 13.1 15.1 17.3 20.7 23.7
may (4.74-5.57) (5.72-6.72) (723-8.51) (8.49-10.0) (10.3-12.3) (11.9-14.3) (13.5-16.5) (15.3-19.0) (18.0-23.2) (20.2-27.0)
7-day 5.78 6.97 8.76 10.3 12A 14.3 16.2 18A 21.5 24.2
(5.40-6.22) (6.51-7.50) (8.16-9.44) (9.51-11.0) (11.4-13.4) (13.0-15.4) (14.7-17.6) (16.5-20.0) (19.0-23.6) (21.0-27.2)
10-day 6.49 7.77 9.62 11.2 13.4 15.3 17.3 19.4 22.6 25.2
(6.OB-6.96) (7.28-8.34) (8.97-10.3) (10.4-12.0) (12.4-14.4) (14.0-16.4) (15.7-18.7) (17.5-21.1) (20.0-24.7) (22.0-27.7)
20-day 8.70 10.4 12.6 14.5 17.1 19.3 21.6 24.0 27.5 30.3
(8.17-9.32) (9.73-11.1) (11.8-13.5) (13.5-15.5) (15.9-18.3) (17.8-20.7) (19.8-23.3) (21.8-26.0) (24.6-30.0) (26.8-33.3)
30-day 10.8 12.8 15A 17.4 20.3 22.6 24.9 27A 30.7 33.4
(10.2-11.5) (12.1-13.6) (14.5-16.4) (16.4-18.6) (19.0-21.6) (21.0-24.1) (23.0-26.7) (25.1-29.4) (27.9-33.3) (30.0-36.3)
45-day 13.3 15.8 18.7 21.0 24.2 26.8 29.4 32.1 35.7 38.6
(12.6-14.2) (14.9-16.7) (17.6-19.8) (19.8-22.3) (22.7-25.8) (25.0-28.5) (27.3-31.3) (29.5-34.3) (32.5-38.5) (34.9-41.9)
-
60-day 16.3 19.2 22.5 25.0 28.5 31.1 33.8 36.5 40.0 42.7
(15.5-17.2) (18.2-20.3) (21.3-23.8) (23.7-26.5) (26.8-30.1) (29.3-33.0) (31.6-35.9) (33.9-38.9) (36.9-42.9) (39.1-46.1)
1 Precipitation frequency(PF)estimates in this table are based on frequency analysis of partial duration series(PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency
estimates(for a given duration and average recurrence interval)will be greater than the upper bound(or less than the lower bound)is 5%.
Estimates at upper bounds are not checked against probable maximum precipitation(PMP)estimates and may be higher than currently valid PMP
values.
Please refer to NOAA Atlas 14 document for more information.
Back to Too

r
PF graphical
PDS-based depth-duration-frequency(DDF)curves
Latitude:33.9286°,Longitude:-76.0294°
45 1 1 I r 1
40 _ Average recurrence
irneyear rr.s}l
35 -... (
h /J
a30 _..... 2
o
v 25 f 5
o
d — SO
15 .,,--- f 1-,4 — ton
10 w^.-:-, /... ._ — 200
- - f�.'"� ' 500
5 - --w — tao0
.._.,--. �
0 arm
C C C C C L . .1- r. ?, >,>, T >, > >, .A
In o o o ry A 3 t\' r II vv v v v av
.1 m 1n N the N. yr N m ato
Duration
45 , , , 1 ,
40 •
-
35 - .
•
W Duration
✓ 25 5 rrwt _.. 2-day
o — 10-min — 3-day
• 20 _ 16-min — 4-day
a — 3(t min — 7-day
-� __.. -r: — 60-min — 10-day
f. --- 2fir — 20-c1
10 . - - P -�— 3fir — 30-day
^- -— — 6-hr — 45-day
_. — 12-nr — 60-day
1 i __. 24-nr
1 2 5 10 25 50 100 200 500 1000
Average recurrence interval(years)
NOAA Atlas 14,Volume 2,Version 3 Created(GMT):Mon Aug 20 18:58:13 201E
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Maps&aerials
Small scale terrain
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Back to Ton
US Department of Commerce
National Oceanic and Atmospheric Administration
;lational Weather Service
National Water Center
1:,25 East West Highway
Silver Spring,MD 20919
Cuestio;?:HDSC.Questionstnoaa.aov
Disclaimer

NOAA Atlas 14,Volume 2,Version 3
t° \ Location name:Southport,North Carolina,USA* '"'
a i Latitude:33.9286°,Longitude:-78.0294° RQAR
Elevation:17.61 ft** 04
,�c a•✓' •source:ESRI Maps %._. .
"'source:USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bonnin,D.Martin,B.Lin,T.Parzybok,M.Yekta,and D.Riley
NOAA,National Weather Service,Silver Spring,Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals(in inches/hour)1
Average recurrence interval(years)
Duration
1 1 2 5 10 25 50 100 200 M 1000
5-min 6.49 7.73 8.94 10.00 11.3 12.2 13.2 14.2 15.5 16.6
(6.04-7.03) (7.18-8.35) (8.28-9.65) (9.23-10.8) (10.3-12.1) (11.2-13.2) (12.0-14.3) (12.9-15.3) (13.9-16.8) (14.7-18.0)
10-min5.19 6.18 7.16 7.99 8.96 9.75 10.5 11.3 12.3 13.1
(4.82-5.62) (5.74-6.68) (6.63-7.73) (7.39-8.61) (8.24-9.65) (8.93-10.5) (9.58-11.3) (10.2-12.2) (11.0-13.3) (11.6-14.2)
15-min 4.32 5.18 6.04 6.74 7.58 8.23 8.86 9.48 10.3 11.0
(4.02-4.68) (4.81-5.60) (5.59-6.52) (6.23-7.26) (6.97-8.15) (7.54-8.86) (8.07-9.54) (8.58-10.2) (9.22-11.1) (9.72-11.9)
30-min 2.96 3.58 4.29 4.88 5.61 6.20 6.79 7.38 8.19 8.87
(2.76-3.21) (3.32-3.86) (3.97-4.63) (4.51-5.26) (5.16-6.04) (5.68-6.67) (6.18-7.31) (6.68-7.96) (7.34-8.86) (7.87-9.62)
60-min 1.85 2.24 2.75 3.18 3.74 4.20 4.68 5.18 5.88 6.48
(1.72-2.00) (2.08-2.42) (2.55-2.97) (2.94-3.43) (3.44-4.02) (3.85-4.52) (4.26-5.03) (4.68-5.58) (5.26-6.36) (5.74-7.02)
2-hr 1.11 1.35 1.70 2.01 2.43 2.79 3.18 3.60 4.21 4.74
(1.02-1.21L (1.25-1.48) (1.57-1.86) (1.84-2.19) (2.22-2.64) (2.54-3.04) (2.87-3.46) (3.22-3.91) (3.73-4.59) (4.17-5.19)
3-hr 0.788 0.960 1.21 1.45 1.77 2.06 2.37 2.72 3.23 3.69
(0.723-0.869) (0.882-1.06) (1.11-1.33) (1.32-1.59) (1.61-1.94) (1.85-2.25) (2.12-2.59) (2.41-2.97) (2.83-3.54) (3.19-4.05)
6-hr 0.498 0.607 0.768 0.916 1.13 1.31 1.52 1.75 2.09 2.40
(0.455-0.551) (0.556-0.671) (0.702-0.848) (0.833-1.01) (1.02-1.24) (1.18-1.44) (1.35-1.67) (1.54-1.92) (1.81-2.30) (2.06-2.65)
12-hr 0.290 0.354 0.452 0.541 0.670 0.786 0.914 1.06 1.28 1A8
(0.263-0.325) (0.320-0.394) (0.408-0.503) (0.486-0.602) (0.597-0.744) (0.696-0.871) (0.802-1.01) (0.918-1.17) (1.09-1.42) (1.24-1.64)
24-hr 0.170 0.206 0.267 0.319 0A01 0A73 0.555 0.648 0.792 0.919
(0.156-0.187) (0.189-0.227) (0.244-0.293) (0.291-0.351) (0.362-0.440) (0.423-0.519) (0.490-0.611) (0.564-0.716) (0.674-0.880) (0.768-1.03)
0.097 0.118 0.151 0.180 0.223 0.262 0.305 0.354 0.428 0A94
2-day (0.090-0.107) (0.109-0.129) (0.139-0.166) (0.164-0.198) (0.202-0.246) (0.235-0.289) (0.271-0.338) (0.310-0.394)(0.368-0.479) (0.416-0.556)
3-day 0.068 0.082 0.105 0.124 0.153 0.178 0.206 0.238 0.287 0.329
(0.063-0.074) (0.076-0.090) (0.096-0.114) (0.114-0.136) (0.139-0.168) (0.161-0.196) (0.184-0.227) (0.209-0.263) (0.248-0.321) (0.279-0.373)
4 dav
0.053 0.064 0.081 0.096 I 0.118 0.136 0.157 0.180 0.216 0.247
(0.049-0.058) (0.060-0.070) (0.075-0.089) (0.088-0.105) (0.108-0.128)l�(0.123-0.149) (0.141-0.172) (0.159-0.198) (0.187-0.242) (0.211-0.281)
7-day 0.034 0.041 0.052 F 0.061 0.074 0.085 0.097 0.110 0.128 0.144
(0.032-0.037) (0.039-0.045) (0.049-0.056)(0.057-0.066) (0.068-0.080) (0.078-0.092) (0.088-0.105) (0.098-0.1'19) (0.113-0.141) (0.125-0.162)
10-day 0.027 0.032 0.040 0.047 0.056 0.064 0.072 0.081 0.094 0.105
(0.025-0.029) (0.030-0.035) (0.037-0.043) (0.043-0.050) (0.052-0.060) (0.058-0.069) (0.066-0.078) (0.073-0.088) (0.083-0.103) (0.092-0.116)
20-day 0.018 0.022 0.026 0.030 0.036 0.040 0.045 0.050 0.057 0.063
(0.017-0.019) (0.020-0.023) (0.025-0.028) (0.028-0.032) (0.033-0.038) (0.037-0.043) (0.041-0.048) (0.046-0.054) (0.051-0.063) (0.056-0.069)
30-1ay 0.015 0.018 0.021 0.024 0.028 0.031 0.035 0.038 0.043 0.046
(0.014-0.016) (0.017-0.019) (0.020-0.023) (0.023-0.026) (0.026-0.030) (0.029-0.033) (0.032-0.037) (0.035-0.041) (0.039-0.046) (0.042-0.050)
45-day 0.012 0.015 0.017 0.019 0.022 0.025 0.027 0.030 0.033 0.036
(0.012-0.013) (0.014-0.015) (0.016-0.018) (0.018-0.021) (0.021-0.024) (0.023-0.026) (0.025-0.029) (0.027-0.032) (0.030-0.036) (0.032-0.039)
60.day 0.011 0.013 0.016 0.017 0.020 0.022 0.023 0.025 0.028 0.030
(0.011-0.012) (0.013-0.014) (0.015-0.016) (0.016-0.018) (0.019-0.021) (0.020-0.023) (0.022-0.025) (0.024-0.027) (0.026-0.030) (0.027-0.032)
Precipitation frequency(PF)estimates in this table are based on frequency analysis of partial duration series(PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency estimates(for
a given duration and average recurrence interval)will be greater than the upper bound(or less than the lower bound)is 5%.Estimates at upper bounds are not
checked against probable maximum precipitation(PMP)estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Too

PF graphical
PDS-based intensity-duration-frequency(IDF)curves
Latitude:33.9286°,Longitude:-78.0294*
100,00 i o
Average recurrence
interval
I. (years)
€ 10_00
. 0.10 "`'`..r. — too
.`` �.ti .. soo
— 1000
0.01 i i
_ _ a >.� as Tamer
_ c c _ e � � � �
E E E E E r5 'g 6 r v v v� 12 - v v-
U1 !+5 /p N N n N M V'1C
Duration
100.00 F I 1 r
•
10.00 -.......... - _ -
•
L" _ _ _ _-_ _ Duration
c - __ - _ .- 5 rout 2-day
sr
1.00 -- ..>-M-__ — 10-inm — 3-day
•- _...
G .
-- 15-min — 4-day
— . -- — 30-min — 7-day
c _ _ .- — 60-mm — 10-day
m 0.30 •
;-------- -�-- - — 2fir — 20-day
— 3fir — 30-day 45-d
— 6-hr — d5-day
— 12-nr -- 60-day
0.01 r r i i i i i i --- 24-hr
1 2 5 10 25 50 100 200 500 1000
Average recurrence interval(years)
NOAA Atlas 14,Volume 2,Version 3 Created(GMT):Mon Aug 20 17:39:52 2018
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Maps &aerials
Small scale terrain
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US Department of Co;nmere
National Oceanic and Atmospheric Administraton
National Weather Service
National Water Center
1325 East West Highway
Silver Spring,MD 20910
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Disclaimer

ROUTING CALCULATIONS
A/444;1L>
[i
CEIVE '
FEB i LI 2019
BY:----

Hydraflow Table of Contents POND ROUTING.gpw
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Watershed Model Schematic 1
Hydrograph Return Period Recap 2
1 - Year
Summary Report 3
Hydrograph Reports 4
Hydrograph No. 1, SCS Runoff, Pre-Development 4
Hydrograph No. 2, SCS Runoff, Post Development 5
Hydrograph No. 3, Reservoir, Pond Routed 6
Pond Report- Pond #1 7
Hydrograph No. 4, Diversionl, Spillway 9
Hydrograph No. 5, Diversion2, Outlet pipe 10
10 - Year
Summary Report 11
Hydrograph Reports 12
Hydrograph No. 1, SCS Runoff, Pre-Development 12
Hydrograph No. 2, SCS Runoff, Post Development 13
Hydrograph No. 3, Reservoir, Pond Routed 14
Hydrograph No. 4, Diversionl, Spillway 15
Hydrograph No. 5, Diversion2, Outlet pipe 16
100 - Year
Summary Report 17
Hydrograph Reports 18
Hydrograph No. 1, SCS Runoff, Pre-Development 18
Hydrograph No. 2, SCS Runoff, Post Development 19
Hydrograph No. 3, Reservoir, Pond Routed 20
Hydrograph No. 4, Diversion1, Spillway 21
Hydrograph No. 5, Diversion2, Outlet pipe 22
IDF Report 23

1
Watershed Model Schematic Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk, Inc.v2020
I
1 2
v
VI
4 5
Legend
Hyd. Origin Descriotion
1 SCS Runoff Pre-Development
2 SCS Runoff Post Development
3 Reservoir Pond Routed
4 Diversionl Spillway
5 Diversion2 Outlet pipe
Project: POND ROUTING.gpw Wednesday, 02/ 13/2019

2
Hydrograph Return Period Recap
Hydra w Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020
Hyd. Hydrograph Inflow Peak Outflow(cis) Hydrograph
No. type hyd(s) Description
(origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
1 SCS Runoff --- 0.076 ------ ---- ----- 5.868 11.84 ---- 25.42 Pre-Development
2 SCS Runoff --- 5.709 ----- -- ------ 24.16 34.84 55.60 Post Development
3 Reservoir 2 0.100 ---- ----- ----- 11.28 23.98 --- 48.98 Pond Routed
4 Diversion1 3 0.000 ------ ----- ----- 0.000 9.869 ------ 33.96 Spillway
5 Diversion2 3 0.100 — --- 11.28 14.11 ---- 15.02 Outlet pipe
Proj. file: POND ROUTING.gpw Wednesday, 02/ 13/2019

3
Hydrograph Summary Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk, Inc.v2020
Hyd. Hydrograph I Peak Time Time to Hyd. Inflow I Maximum Total liydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cult) (ft) (cuff)
1 SCS Runoff 0.076 2 884 2,054 ----- ---- Pre-Development
2 SCS Runoff 5.709 2 724 19,122 ----- Post Development
3 Reservoir 0.100 2 1440 18,482 2 16.63 15,064 Pond Routed
4 Diversionl 0.000 2 n/a 0 3 ----- ----- Spillway
5 Diversion2 0.100 2 1440 18,482 3 Outlet pipe
POND ROUTING.gpw Return Period: 1 Year Wednesday, 02/ 13/2019

4
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Hyd. No. 1
Pre-Development
Hydrograph type = SCS Runoff Peak discharge = 0.076 cfs
Storm frequency = 1 yrs Time to peak = 884 min
Time interval = 2 min Hyd. volume = 2,054 cuft
Drainage area = 5.700 ac Curve number = 43
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 10.00 min
Total precip. = 3.83 in Distribution = Type Ill
Storm duration = 24 hrs Shape factor = 484
Pre-Development
Q (cfs) Hyd. No. 1 -- 1 Year Q (cfs)
0.10 0.10
0.09 0.09
0.08 P-- 0.08
0.07 0.07
ifs\
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

5
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Hyd. No. 2
Post Development
Hydrograph type = SCS Runoff Peak discharge = 5.709 cfs
Storm frequency = 1 yrs Time to peak = 724 min
Time interval = 2 min Hyd. volume = 19,122 cuft
Drainage area = 5.700 ac Curve number = 66
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 3.83 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
Post Development
Q (cfs) Q (cfs)
Hyd. No. 2— 1 Year
6.00 I 6.00
5.00 5.00
4.00 4.00
3.00 3.00
2.00 2.00
1.00 ("--.... 1.00
0.00 - I i - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time (min)

6
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Hyd. No. 3
Pond Routed
Hydrograph type = Reservoir Peak discharge = 0.100 cfs
Storm frequency = 1 yrs Time to peak = 1440 min
Time interval = 2 min Hyd. volume = 18,482 cuft
Inflow hyd. No. = 2 - Post Development Max. Elevation = 16.63 ft
Reservoir name = Pond #1 Max. Storage = 15,064 cuft
Storage Indication method used.
Pond Routed
Q (cfs) Hyd. No. 3-- 1 Year Q (cfs)
6.00 6.00
5.00 5.00
4.00 4.00
3.00 3.00
2.00 2.00
1.00 - — 1.00
0.00 - I 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 3 Hyd No. 2 Total storage used = 15,064 cuft

Pond Report 7
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Pond No. 1 - Pond#1
Pond Data
Contours-User-defined contour areas.Average end area method used for volume calculation. Begining Elevation=15.00 ft
Stage I Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cult) Total storage(cuff)
0.00 15.00 7,678 0 0
0.50 15.50 8,755 4,108 4,108
1.00 16.00 9,459 4,554 8,662
2.00 17.00 10,918 10,189 18,850
2.25 17.25 11,295 2,777 21,627
3.00 18.00 12,440 8,901 30,528
3.50 18.50 13,223 6,416 36,943
Culvert I Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [0]
Rise(in) = 18.00 1.75 0.00 0.00 Crest Len(ft) = 20.00 25.00 0.00 0.00
Span(in) = 18.00 1.75 0.00 0.00 Crest El.(ft) = 17.25 17.75 0.00 0.00
No.Barrels = 1 1 0 0 Weir Coeff. = 3.33 2.60 3.33 3.33
Invert El.(ft) = 14.50 15.00 0.00 0.00 Weir Type 1 Broad
Length(ft) = 30.00 0.50 0.00 0.00 Multi-Stage Yes No No No
Slope(%) = 0.81 0.50 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) 0.000(by Contour)
Multi-Stage = n/a Yes No No TW Elev.(ft) 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control. Weir risers checked for orifice conditions(ic)and submergence(s).
Stage I Storage I Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 15.00 0.00 0.00 - -- 0.00 0.00 --- -- -- -- 0.000
0.05 411 15.05 1.27 ic 0.00 is - 0.00 0.00 0.004
0.10 822 15.10 1.27 ic 0.01 ic 0.00 0.00 0.013
0.15 1,232 15.15 1.27 is 0.02 is --- 0.00 0.00 0.022
0.20 1,643 15.20 1.27 is 0.03 is 0.00 0.00 0.029
0.25 2,054 15.25 1.27 is 0.03 ic 0.00 0.00 -- --- 0.034
0.30 2,465 15.30 1.27 is 0.04 ic --- 0.00 0.00 - 0.038
0.35 2,876 15.35 1.27 ic 0.04 is --- 0.00 0.00 -- 0.042
0.40 3,287 15.40 1.27 ic 0.05 ic 0.00 0.00 -- -- 0.046
0.45 3,697 15.45 1.27 is 0.05 is --- --- 0.00 0.00 -- -- 0.049
0.50 4,108 15.50 1.27 is 0.05 ic --- 0.00 0.00 - --- --- 0.053
0.55 4,564 15.55 1.27 is 0.06 is --- -- 0.00 0.00 -- -- -- -- 0.056
0.60 5,019 15.60 1.27 is 0.06 is --- --- 0.00 0.00 -- --- --- 0.058
0.65 5,474 15.65 1.27 ic 0.06 is -- --- 0.00 0.00 - -- -- 0.061
0.70 5,930 15.70 1.27 is 0.06 is - --- 0.00 0.00 --- --- -- 0.064
0.75 6,385 15.75 1.27 is 0.07 is -- --- 0.00 0.00 --- --- --- --- 0.066
0.80 6,840 15.80 1.27 ic 0.07 is -- --- 0.00 0.00 --- --- -- 0.069
0.85 7,296 15.85 1.27 is 0.07 is -- 0.00 0.00 - 0.071
0.90 7,751 15.90 1.27 ic 0.07 is - -- 0.00 0.00 --- 0.073
0.95 8,206 15.95 1.27 is 0.08 is -- -- 0.00 0.00 -- 0.075
1.00 8,662 16.00 1.27 is 0.08 is --- --- 0.00 0.00 --- -- --- --- 0.077
1.10 9,681 16.10 1.27 is 0.08 is --- -- 0.00 0.00 --- -- -- 0.081
1.20 10,699 16.20 1.27 ic 0.09 is --- 0.00 0.00 -- --- - 0.085
1.30 11,718 16.30 1.27 is 0.09 is - -- 0.00 0.00 -- --- --- --- 0.089
1.40 12,737 16.40 1.27 is 0.09 is -- -- 0.00 0.00 - 0.093
1.50 13,756 16.50 1.27 is 0.10 is -- --- 0.00 0.00 --- -- --- 0.096
1.60 14,775 16.60 1.27 is 0.10 is --- 0.00 0.00 -- -- 0.099
1.70 15,794 16.70 1.27 ic 0.10 is --- 0.00 0.00 - - --- 0.103
1.80 16,813 16.80 1.27 is 0.11 is -- -- 0.00 0.00 --- 0.106
1.90 17,831 16.90 1.27 is 0.11 is -- --- 0.00 0.00 0.109
2.00 18,850 17.00 1.27 is 0.11 is - --- 0.00 0.00 --- 0.112
2.03 19,128 17.02 1.27 is 0.11 is 0.00 0.00 -- 0.112
2.05 19,406 17.05 1.27 is 0.11 is --- --- 0.00 0.00 - 0.113
2.08 19,683 17.07 1.27 is 0.11 ic --- -- 0.00 0.00 --- --- - 0.114
2.10 19,961 17.10 1.27 is 0.11 is --- 0.00 0.00 --- --- --- -- 0.114
2.13 20,239 17.12 1.27 is 0.12 is --- 0.00 0.00 --- --- - 0.115
Continues on next page...

8
Pond#1
Stage/Storage/Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
2.15 20,516 17.15 1.27 is 0.12 is - -- 0.00 0.00 --- -- -- --- 0.116
2.18 20,794 17.17 1.27 1s 0.12 1s --- 0.00 0.00 -- 0.117
2.20 21,072 17.20 1.27 is 0.12 is -- 0.00 0.00 --- - -- --- 0.117
2.23 21,349 17.22 1.27 is 0.12 is --- 0.00 0.00 --- --- 0.118
2.25 21,627 17.25 1.27 ic 0.12 is 0.00 0.00 0.119
2.33 22,517 17.33 1.49 is 0.12 is -- --- 1.37 0.00 --- 1.489
2.40 23,407 17.40 4.00 oc 0.11 ic --- -- 3.87 0.00 --- --- 3.977
2.48 24,297 17.48 7.20 oc 0.09 is 7.11 0.00 --- - -- 7.196
2.55 25,187 17.55 11.00 oc 0.06 is 10.94 0.00 --- --- --- --- 11.00
2.63 26,077 17.63 12.63 is 0.03 is --- 12.59 s 0.00 --- --- --- --- 12.63
2.70 26,967 17.70 13.03 is 0.03 ic 13.01 s 0.00 --- -- -- 13.03
2.78 27,857 17.78 13.34 is 0.02 is 13.31 s 0.26 13.59
2.85 28,747 17.85 13.59 is 0.02 is 13.57 s 2.06 --- --- 15.64
2.93 29,637 17.93 13.82 is 0.02 is --- 13.79 s 4.76 --- 18.57
3.00 30,528 18.00 14.04 ic 0.01 is - --- 14.01 s 8.13 --- -- 22.15
3.05 31,169 18.05 14.18 is 0.01 is --- 14.14 s 10.68 --- 24.84
3.10 31,811 18.10 14.31 is 0.01 is --- 14.29 s 13.46 --- --- --- 27.76
3.15 32,452 18.15 14.45 is 0.01 is --- --- 14.43 s 16.44 30.88
3.20 33,094 18.20 14.58 is 0.01 is --- -- 14.54 s 19.62 .- --- --- 34.17
3.25 33,735 18.25 14.70 is 0.01 is --- 14.69 s 22.98 --- 37.68
3.30 34,377 18.30 14.83 is 0.01 is --- --- 14.81 s 26.51 -- --- 41.33
3.35 35,019 18.35 14.95 is 0.01 is --- --- 14.91 s 30.21 --- --- 45.13
3.40 35,660 18.40 15.08 is 0.01 is --- -- 15.01 s 34.06 --- -- -- 49.08
3.45 36,302 18.45 15.20 is 0.01 is 15.14 s 38.07 --- --- --- 53.21
3.50 36,943 18.50 15.32 is 0.01 is --- 15.25 s 42.22 --- --- 57.48
End

9
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk, Inc.v2020 Wednesday,02/13/2019
Hyd. No. 4
Spillway
Hydrograph type = Diversion1 Peak discharge = 0.000 cfs
Storm frequency = 1 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hydrograph = 3 - Pond Routed 2nd diverted hyd. = 5
Diversion method = Pond - Pond #1 Pond structure = Weir B
Q (cfs) Spillway
Hyd. No. 4-- 1 Year Q(cfs)
0.50 0.50
0.45 0.45
0.40 - — — -- 0.40
0.35 0.35
0.30 0.30
0.25 0.25
0.20 0.20
•
0.15 0.15
0.10 0.10
0.05 - 0.05
0.00 - I ' - 0.00
0 20 40 60 80 100 120
Time (min)
Hyd No. 4 - Pond outlet Hyd No. 3 -- Inflow Hyd No. 5 --3 minus 4

10
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk, Inc.v2020 Wednesday,02/13/2019
Hyd, No. 5
Outlet pipe
Hydrograph type = Diversion2 Peak discharge = 0.100 cfs
Storm frequency = 1 yrs Time to peak = 1440 min
Time interval = 2 min Hyd. volume = 18,482 cuft
Inflow hydrograph = 3 - Pond Routed 2nd diverted hyd. = 4
Diversion method = Pond - Pond #1 Pond structure = Weir B
Outlet pipe
Q (cfs) Hyd. No. 5-- 1 Year Q(cfs)
0.50 0.50
0.45 0.45
0.40 —- 0.40
0.35 0.35
0.30 0.30
0.25 0.25
0.20 0.20
0.15 0.15
0.10 0.10
0.05 0.05
0.00 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 5--Qin -Pond outlet Hyd No. 3 --Inflow Hyd No. 4

11
Hydrograph Summary ReportH
ydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk, Inc.v2020
Hyd. Hydrograph Peak Time Time to Hyd. inflow Maximum I Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 5.868 2 732 29,308 ----- Pre-Development
2 SCS Runoff 24.16 2 724 72,369 ----- Post Development
3 Reservoir 11.28 2 734 70,599 2 17.56 25,339 Pond Routed
4 Diversionl 0.000 2 n/a 0 3 --- ---- Spillway
5 Diversion2 11.28 2 734 70,599 3 -- Outlet pipe
POND ROUTING.gpw Return Period: 10 Year Wednesday, 02/ 13/2019

12
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Hyd. No. 1
Pre-Development
Hydrograph type = SCS Runoff Peak discharge = 5.868 cfs
Storm frequency = 10 yrs Time to peak = 732 min
Time interval = 2 min Hyd. volume = 29,308 cuft
Drainage area = 5.700 ac Curve number = 43
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 10.00 min
Total precip. = 7.66 in Distribution = Type Ill
Storm duration = 24 hrs Shape factor = 484
Pre-Development
Q (cfs) Hyd. No. 1 -- 10 Year Q (cfs)
6.00 6.00
5.00 5.00
4.00 1 4.00
3.00 3.00
2.00 2.00
1.00 1.00
0.00 - I I I I - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

13
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Hyd. No. 2
Post Development
Hydrograph type = SCS Runoff Peak discharge = 24.16 cfs
Storm frequency = 10 yrs Time to peak = 724 min
Time interval = 2 min Hyd. volume = 72,369 cuft
Drainage area = 5.700 ac Curve number = 66
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 7.66 in Distribution = Type Ill
Storm duration = 24 hrs Shape factor = 484
Post Development
Q (cfs) Hyd. No. 2 — 10 Year Q (cfs)
28.00 28.00
24.00 24.00
20.00 20.00
16.00 16.00
12.00 12.00
8.00 8.00
(...........
4.00 4.00
0.00 - I - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time (min)

14
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk, Inc.v2020 Wednesday,02/13/2019
Hyd. No. 3
Pond Routed
Hydrograph type = Reservoir Peak discharge = 11.28 cfs
Storm frequency = 10 yrs Time to peak = 734 mien
Time interval = 2 min Hyd. volume = 70,599 cuft
Inflow hyd. No. = 2 - Post Development Max. Elevation = 17.56 ft
Reservoir name = Pond #1 Max. Storage = 25,339 cuft
Storage Indication method used.
Pond Routed
Q (cfs) Hyd. No. 3 — 10 Year Q (cfs)
28.00 28.00
24.00 0 24.00
20.00 20.00
16.00 16.00
12.00 12.00
8.00 8.00
4.00 4.00
0.00 - o
- 0.00
0 240 480 720 960 1200 1440 1680 1920
Time (min)
Hyd No. 3 Hyd No. 2 Total storage used = 25,339 cuft

15
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Hyd. No. 4
Spillway
Hydrograph type = Diversionl Peak discharge = 0.000 cfs
Storm frequency = 10 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hydrograph = 3 - Pond Routed 2nd diverted hyd. = 5
Diversion method = Pond - Pond #1 Pond structure = Weir B
Spillway
Q (cfs) Hyd. No. 4— 10 Year Q (cfs)
12.00 12.00
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 - - 0.00
0 20 40 60 80 100 120
Time(min)
Hyd No. 4--Pond outlet Hyd No. 3— Inflow Hyd No. 5 --3 minus 4

16
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk, Inc.v2020 Wednesday,02/13/2019
Hyd. No. 5
Outlet pipe
Hydrograph type = Diversion2 Peak discharge = 11.28 cfs
Storm frequency = 10 yrs Time to peak = 734 min
Time interval = 2 min Hyd. volume = 70,599 cuft
Inflow hydrograph = 3 - Pond Routed 2nd diverted hyd. = 4
Diversion method = Pond - Pond #1 Pond structure = Weir B
Outlet pipe
Q (c ) Hyd. No. 5 -- 10 Year Q (cfs)
12.00 12.00
I
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
1
0.00 - I I '- 0.00
0 240 480 720 960 1200 1440 1680 1920
Time (min)
Hyd No. 5 --Qin - Pond outlet -- Hyd No. 3—Inflow Hyd No. 4

17
Hydrograph Summary Report
ydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk, Inc.v2020
Hyd. Hydrograph Peak Time Time to l Hyd. inflow Maximum I Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 25.42 2 730 101,220 ------ Pre-Development
2 SCS Runoff 55.60 2 724 167,626 ---- - Post Development
3 Reservoir 48.98 2 726 165,843 2 18.40 35,643 Pond Routed
4 Diversionl 33.96 2 726 29,820 3 ---- Spillway
5 Diversion2 15.02 2 726 136,023 3 — Outlet pipe
POND ROUTING.gpw Return Period: 100 Year Wednesday, 02/ 13/2019

18
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Hyd. No. 1
Pre-Development
Hydrograph type = SCS Runoff Peak discharge = 25.42 cfs
Storm frequency = 100 yrs Time to peak = 730 min
Time interval = 2 min Hyd. volume = 101,220 cuft
Drainage area = 5.700 ac Curve number = 43
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 10.00 min
Total precip. = 13.30 in Distribution = Type Ill
Storm duration = 24 hrs Shape factor = 484
Pre-Development
Q (cfs) Hyd. No. 1 -- 100 Year Q (cfs)
28.00 - 28.00
24.00 - 24.00
20.00 20.00
16.00 16.00
12.00 12.00
8.00 - 8.00
4.00 J ' ........
4.00
0.00 - I ' - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

19
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Hyd. No. 2
Post Development
Hydrograph type = SCS Runoff Peak discharge = 55.60 cfs
Storm frequency = 100 yrs Time to peak = 724 min
Time interval = 2 min Hyd. volume = 167,626 cuft
Drainage area = 5.700 ac Curve number = 66
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 13.30 in Distribution = Type Ill
Storm duration = 24 hrs Shape factor = 484
Post Development
Q (cfs) Q (cfs)
Hyd. No. 2-- 100 Year
60.00 - 60.00
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 - J _........._. I - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time(min)

20
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Hyd. No. 3
Pond Routed
Hydrograph type = Reservoir Peak discharge = 48.98 cfs
Storm frequency = 100 yrs Time to peak = 726 min
Time interval = 2 min Hyd. volume = 165,843 cuft
Inflow hyd. No. = 2 - Post Development Max. Elevation = 18.40 ft
Reservoir name = Pond #1 Max. Storage = 35,643 cuft
Storage Indication method used.
Pond Routed
Q (cfs) Hyd. No. 3-- 100 Year Q (cfs)
60.00 60.00
50.00 • 50.00
40.00 40.00
30.00 30.00
A
20.00 - 20.00
I IL
10.00 10.00
0.00 - I ... _ T _._,�� 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time(min)
Hyd No. 3 Hyd No. 2 Total storage used = 35,643 cuft

21
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk, Inc.v2020 Wednesday,02/13/2019
Hyd. No. 4
Spillway
Hydrograph type = Diversionl Peak discharge = 33.96 cfs
Storm frequency = 100 yrs Time to peak = 726 min
Time interval = 2 min Hyd. volume = 29,820 cuft
Inflow hydrograph = 3 - Pond Routed 2nd diverted hyd. = 5
Diversion method = Pond - Pond #1 Pond structure = Weir B
Q (cfs) Spillway
Hyd. No. 4-- 100 Year Q (cfs)
50.00 50.00
40.00 — — — — -- 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 - L - - ' - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 4- Pond outlet Hyd No. 3-Inflow Hyd No. 5 -3 minus 4

22
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Hyd. No. 5
Outlet pipe
Hydrograph type = Diversion2 Peak discharge = 15.02 cfs
Storm frequency = 100 yrs Time to peak = 726 min
Time interval = 2 min Hyd. volume = 136,023 cult
Inflow hydrograph = 3 - Pond Routed 2nd diverted hyd. = 4
Diversion method = Pond - Pond #1 Pond structure = Weir B
Outlet pipe
Q(cfs) Hyd. No. 5-- 100 Year Q(cfs)
50.00 50.00
40.00 40.00
30.00 30.00
20.00 .- 20.00
10.00 I 10.00
0.00 - — . — - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5—Qin -Pond outlet — Hyd No. 3--Inflow — Hyd No. 4

23
Hydraflow Rainfall Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®2019 by Autodesk,Inc.v2020 Wednesday,02/13/2019
Return Intensity-Duration-Frequency Equation Coefficients(FHA)
Period
(Yrs) B D E (N/A)
1 0.0000 0.0000 0.0000 ------
2 80.0012 11.5000 0.8640
3 0.0000 0.0000 0.0000 ----
5 68.3031 9.1000 0.7809 ------
10 101.7373 10.7000 0.8354 -------
25 122.8138 11.0000 0.8463 ------
50 109.7960 9.6000 0.7984 -------
100 66.8604 6.2000 0.6717
File name:SOUTHPORT IDF 4-21-09.IDF
Intensity= B/(Tc+ D)^E
Return Intensity Values(in/hr)
Period
(Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60
1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2 7.10 5.65 4.71 4.06 3.58 3.20 2.90 2.66 2.45 2.28 2.13 2.00
3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 8.65 6.82 5.69 4.91 4.34 3.90 3.55 3.26 3.03 2.82 2.65 2.50
10 10.19 8.09 6.75 5.82 5.13 4.60 4.18 3.83 3.54 3.29 3.08 2.90
25 11.75 9.34 7.79 6.71 5.92 5.30 4.81 4.41 4.07 3.79 3.54 3.33
50 12.91 10.20 8.51 7.34 6.48 5.82 5.29 4.86 4.50 4.20 3.94 3.71
100 13.19 10.30 8.59 7.46 6.63 6.00 5.50 5.09 4.75 4.47 4.22 4.00
Tc=time in minutes.Values may exceed 60.
Precip.file name:DSA.pcp
Rainfall Precipitation Table (in)
Storm
Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
SCS 24-hour 3.83 0.00 0.00 0.00 7.66 9.62 0.00 13.30
SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

10-YEAR DISCHARGE
2111)/1
rEcEEvEr
FEB 1 4 2019
By ____

Channel Report
Hydraflow Express Extension for Autodesk®AutoCAD®Civil 3D®by Autodesk,Inc. Wednesday,Feb 13 2019
OUTLET PIPE- 10 YEAR DISHCARGE
Rectangular Highlighted
Bottom Width (ft) = 6.00 Depth (ft) = 1.04
Total Depth (ft) = 1.50 Q (cfs) = 11.28
Area (sqft) = 6.24
Invert Elev (it) = 14.50 Velocity (ft/s) = 1.81 +-
Slope (%) = 1.00 Wetted Perim (ft) = 8.08
N-Value = 0.069 Crit Depth, Yc (it) = 0.48
Top Width (ft) = 6.00
Calculations EGL (it) = 1.09
Compute by: Known Q
Known Q (cfs) = 11.28
Elev (ft) Depth p (ft)
Section
17.00 - -- 2.50
16.50 2.00
16.00 --- -- I - 1.50
15.50 - i - 1.00
15.00 0.50
14.50 -- 0.00
14.00 .
-0.5U
0 1 2 3 4 5 6 7 8
Reach (ft)

Agent Authorization
Date: _January 3rd,2019
Name of Property Owner Applying for Permits: Hoosier Daddy,LLC
Managing Member: Jack Carlisle
Mailing Address:
6025 Tarin Road
Wilmington,NC 28409
The Members and Manager desire, and deem it to be the best interests of the Company,to authorize an
"Authorized Signatory"to execute and deliver documents, contracts and agreements and take other
actions on behalf of the Company necessary for the Company to obtain permits for the below referenced
project. •
I, Jack Carlisle ,certify that I have authorized (agent) Bryant Spencer,H&H Homes,
Director of Land Development to act on my behalf,for the purpose of applying for and
obtaining all permits necessary to install or construct(activity) West Eleventh Street Multifamily
and West Eleventh Street Single Family at(my property located at) West Eleventh Street,
South of the intersection of W.Eleventh and Caswell Avenue in Southport,NC.
i — 9- Jo1ci
gar, (1 t!1'ff
Prope ner Signature Date
I, Sara1/-bici , a Notary Public for the State of N . County of
B run s w i e \ ,do hereby certify that-rack (or lc is\it , personally appeared before
me this 7 4'N day of Maitutia i ; 2®Iq , an acknowledge the due execution of the agent
authorization.Witness my hand and official seal, 03\ £.. C
SARAH DIAL
Notary Public SEAL
Brunswick Co., North Carolina
My Commission Expires Feb. 18,2023 f
My commission expires C fir ,atoa 3
CEIVE
JAN 0 9 2019
BY:

ICI.' LIMITED LIABILITY COMPANY ANNUAL REPORT
10/2017
NAME OF LIMITED LIABILITY COMPANY: Hoosier Daddy, LLC
Filing Office Use Only
SECRETARY OF STATE ID NUMBER: 1129934 STATE OF FORMATION: NC E-Filed Annual Report
1129934
CA201810403406
REPORT FOR THE CALENDAR YEAR: 2018 4114/201810:35
SECTION A:REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Beaman, Lisa C.
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS&COUNTY 4.REGISTERED OFFICE MAILING ADDRESS
6025 Tarin Road 6025 Tarin Road
Wilmington,NC 28409-0006 New Hanover County Wilmington, NC 28409-0006
SECTION B:PRINCIPAL OFFICE INFORMATION
1.DESCRIPTION OF NATURE OF BUSINESS: Real Estate Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] x 3.PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS&COUNTY 5.PRINCIPAL OFFICE MAILING ADDRESS
6025 Tarin Road 6025 Tarin Road
Wilmington, NC 28409-0006 New Hanover County Wilmington,NC 28409-0006
6.Select one of the following if applicable.(Optional see instructions)
❑ The company is a veteran-owned small business
i I The company is a service-disabled veteran-owned small business
SECTION C:COMPANY OFFICIALS(Enter additional company officials in Section E.)
NAME: Lisa C. Beaman NAME: Jack Carlisle NAME:
TITLE: Managing Member TITLE: Managing Member TITLE:
ADDRESS: ADDRESS: ADDRESS:
6025 Tarin Road 109 Willesden Dr.
Wilmington, NC 28409 Cary, NC 27513
SECTION D:CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Lisa C. Beaman 4/14/2018
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Lisa C.Beaman Managing Member
Print or Type Name of Company Official Print or Type Title of ECEIVE
This Annual Report has been filed electronically. `
MAIL TO:Secretary of State, Business Registration Division,Post Office Box 29525,Raleigh,NC 27626-0525 JAN 0 9 2019
BY:

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,...
LMG
LAND MANAGEMENT GROUP am.
Environmental Consultants
August 23,2018
Michael House,PE
Cape Fear Engineering
151 Poole Road, Suite 100
Belville,NC 28451
Reference: Soil Borings for Stormwater Assessment for the Proposed Housing Projects
on 1 1th Street, Southport,NC.
Michael:
On Tuesday, August 14th,2018, Land Management Group, Inc. evaluated the
proposed stormwater areas for the proposed construction of two residential projects
located on 11th Street in Southport,NC. The first project site is located on the west side
of 11th Street and south of Caswell Avenue Street. The site plan for the multi-family
project is shown in in Figure One. The site plan for the single-family project is shown
in Figure Two.
.•�••• Y .1V.9I0211 al l<4
4� y n2 s
4 \
�`• BE+.. RG' 1c�.ex a ,
f a S L. -r.-Th f..j rn ii i
, F
1"6DP.E iff i 4F '! piI , i I
LI
I.
Figure 1
rCEIVED i
JAN09 2019
BY:

.t ..__ _ ELEVENTH 5'NEEi
II
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NN
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NINTH$rREEr
Figure 2
Appendix A contains the soils map and the soils legend, from NRCS. The soil
profile descriptions in Table One in Appendix B show the recorded depths from the
existing surface. LMG was asked to provide the infiltration rate for the soil boring. The
site was evaluated at a depth that is 24 inches above the SHWT,where feasible,which is
the required separation by NC DENR DWQ. Standard auger borings extend to 65 inches
below grade,where feasible. Permeability was estimated using field morphology, at a
depth that was 24 inches above the SHWT. Soil permeability, for the layer 24 inches
above the SHWT, ranges from 2 to 16 inches per hour. Permeabilities for other layers are
estimated by field texture and soil morphology.
The official published description and physical and chemical data for the
Tomahawk and Wando series is shown in Appendix C for comparison.
In summary, this site has an area that is proposed for stormwater basin placement.
This area has soils with contemporary seasonal high-water tables that range from 26 to 62
inches from the soil surface as shown in Appendix B, Table One.
Please do not hesitate to contact me if you have any questions with this report or
if you wish for LMG to perform any additional site-specific studies in accordance with
the NC DENR DWQ guidance memo. If you have any questions about this report or
need any additional information I may be reached at 910-452-0001, 910-620-1137 or at
cturner(ailmgroup.net.
Sincerely,
2

b. 04;1 ti
G. Craig Turner
Vice President
•
Land Management Group, Inc
3805 Wrightsville Ave., Suite 15 Cr'
•`
Wilmington,NC 28403 ,
910-452-0001: Office ';:-Y
4
910-452-0060: FAX :
910-620-1137: Cell
cturner@ lmgroup.net -
N.C. Licensed Soil Scientist, #1091 IC/EVINI4
www.lmgroup.net•[e-mail]•Phone: [phone] •Fax: [phone]
3805 Wrightsville Ave.,Suite 15,Wilmington,NC 28403
3

Appendix A
Soil Map
4

Sod Map—Brunswick County,North Carolina 3
94 (11th Sheet Projects) (g
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TF4m) TACO wetTi1� 774703 111" Arm 7r�
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5

Soil Map—Brunswick County,North Carolina 11th Street Projects
•
Map Unit Legend
II op Unit Symbol /lap Unit flame Acres ht AOt Percent of AOl
BO Bohicket silty day loam 0.0 0.0%
La Leon free sand 6.1 4.7%
Ma Mandarin fine sand 142 10.8%
Trn Tomahawk loamy fine sand 50.3 38..3% •
WaB Wanda fine sand,0 to 6 60.3 46.0%
percent slopes
WdB Wando-Urban land complex,0 0.2 0.2%
to 6 percent slopes
Totals for Area of Interest 131.3 100.0%
6

Appendix B
Soil Profile Description
7

TABLE ONE: 11"i STREET; MULTI-FAMILY PROJECT
STORMWATER CONTROL MEASURES BORINGS
BORING# HORIZON: DEPTH COLOR EWT/OWT TEXTURE STRUCTURE CONSISTENCY PLASTICITY PER
(in.)
SB-1 A 0-12 10YR 2/3 loamy sand single grained loose non-plastic
SB-1 BG 12-16 10YR 4/1 sand single grained loose non-plastic
SB-1 BH1 16-2g 10YR 3/1 sand/loamy sand single grained loose non-plastic
SB-1 BH2 29-48 10YR 2/1 I 30/26 sand/loamy sand single grained loose non-plastic
SB-1 CG 48-60 10YR 6/1 sand single grained loose non-plastic
Boring terminated at 60".
Physical Water.>26"on 08-14-2018
SHWT:>30"
SB-2 Fill 0-8 10YR 4/3,7/3 loamy sand/sand single grained loose non-plastic
SB-2 A 8-15 10YR 4/2 loamy sand/sand single grained loose non-plastic
SB-2 E 15-21 10YR 8/1 sand single grained loose non-plastic
SB-2 BH1 21-34 10YR 3/2 loamy sand single grained loose non-plastic
SB-2 BH2 34-48 10YR 8/1,7/23/1 34/40 loamy sand single grained loose non-plastic
SB-2 CG 48-60 10YR 5/2 sand single grained loose non-plastic
Boring terminated at 60".
Physical Water:>40"on 08-14-2018
SHWT:>34"
SB-3 A 0-4 10YR 8/1,4/1 sand single grained loose non-plastic
SB-3 BW1 4-11 10YR 8/1 sand single grained loose non-plastic
SB-3 BW2 11-22 10YR 6/4 sand single grained loose non-plastic
SB-3 E 22-42 10YR 4/4 loamy sand single grained loose non-plastic
SB-3 BT1 42-62 10YR 6/6 sand/loamy sand single grained loose non-plastic
SB-3 BT2 62-65 10YR 7/2,7/4 62/64 coarse sand single grained loose non-plastic
Boring terminated at 60".
Physical Water:>64"on 08-14-2018
SHWT:>62"
SB-4 This boring was dropped due to ponding.
11T-11-STREET; SINGLE FAMILY PROJECT
SB-1 A 0-1 10YR 8/2,4/1 loamy sand single grained loose non-plastic
SB-1 BA 1-7 10YR 5/3 loamy sand single grained loose non-plastic
SB-1 BW1 7-42 10YR 5/6 loamy sand single grained loose non-plastic
SB-1 BW2 42-58 10YR 5/8 loamy sand single grained loose non-plastic
SB-1 BW3 58-64 10YR 5/6,6/8 56/58 loamy sand to sand single grained loose non-plastic
Boring terminated at 60".
Physical Water:>58"on 08-14-2018
SHWT:>56"
SB-2 A 0-6 10YR 4/2,7/2 sand to loamy sand single grained loose non-plastic
SB-2 BA 6-12 10YR 84/4 sand to loamy sand single grained loose non-plastic
SB-2 BW1 12-23 _ 10YR 5/3 sand to loamy sand single grained loose non-plastic
SB-2 BW2 23-31 10YR 5/3,4/6 30/32 loamy sand single grained loose non-plastic
SB-2 BW3 31-40 10YR 5/3,6/8 loamy sand single grained loose non-plastic
Boring terminated at 40"due to slough.
Physical Water:>32"on 08-14-2018
SHWT:>30"
SB-3 A 0-8 10YR 4/1,6/2 sand single grained loose non-plastic
SB-3 E 8-14 10YR 6/2 sand single grained loose non-plastic
SB-3 BH1 14-21 10YR 3/1 sand single grained loose non-plastic
SB-3 BH2 21-31 10YR 4/1 26/26 loamy sand single grained loose non-plastic
Boring terminated at 31"due to slough.
Physical Water.>26"on 08-14-2018
SHWT:>26" '
SB-4 A 0-6 10YR 8/2,4/1 loamy sand to sand single grained loose non-plastic
SB-4 BA 6-11 10YR 5/3 loamy sand single grained loose non-plastic
SB-4 E 11-28 10 YR 6/3 loamy sand single grained loose non-plastic
SB-4 BW1 28-40 10YR 5/3,4/6 loamy sand to sand single grained loose non-plastic
SB-4 BW2 40-60 10YR 5/2,4/4 36/36 -.- loamy sand single grained loose non-plastic
Boring terminated at 60".
Physical Water:>36"on 08-14-2018
SHWT:>36"
8

TABLE ONE: I111H STREET;MULTI-FAMILY PROJECT
STORMWATER CONTROL MEASURES BORINGS
EwT/DINT PERMEABILITY
BORING# HORIZON: DEPTH COLOR (in.) TEXTURE STRUCTURE CONSISTENCY PLASTICITY (in/hr)
SB-1 A 0-12 10YR 2/3 loamy sand single grained loose non-plastic 6-10
SB-1 BG 12-16 10YR 4/1 sand single grained loose non-plastic 6-10
SB-1 BH1 16-29 10YR 3/1 sand/loamy sand single grained loose non-plastic 4-8
SB-1 BH2 29-48 10YR 2/1 30/26 sand/loamy sand single grained loose non-plastic 2-4
SB-1 CG 48-60 10YR 6/1 sand single grained loose non-plastic 2-4
Boring terminated at 60".
Physical Water:>26"on 08-14-2018
SHWT:>30"
SB-2 Fill 0-8 10YR 4/3,7/3 loamy sand/sand single grained loose non-plastic 2-4
SB-2 A 8-15 10YR 4/2 loamy sand/sand single grained loose non-plastic 4-6
SB-2 E 15-21 10YR 8/1 sand single grained loose non-plastic 12-16
SB-2 BH1 21-34 10YR 3/2 loamy sand single grained loose non-plastic 6-8
SB-2 BH2 34-48 10YR 8/1,7/23/1 34/40 loamy sand single grained loose non-plastic 6-8
SB-2 CG 48-60 10YR 5/2 sand single grained loose non-plastic 10-14
Boring terminated at 60".
Physical Water:>40"on 08-14-2018
SHWT:>34"
SB-3 A 0-4 10YR 8/1,4/1 sand single grained loose non-plastic 2-4
SB-3 BW1 4-11 10YR 8/1 sand single grained loose non-plastic 4-6
SB-3 BW2 11-22 10YR 6/4 sand single grained loose non-plastic >6
SB-3 E 22-42 10YR 4/4 loamy sand single grained loose non-plastic >3.98'
SB-3 BT1 42-62 , 10YR 6/6 sand/loamy sand single grained loose non-plastic 4-6
SB-3 BT2 62-65 10YR 7/2,7/4 62/64 coarse sand single grained loose non-plastic >6
Boring terminated at 60".
Physical Water:>64"on 08-14-2018
SHWT:>62'
SB-4 This boring was dropped due to ponding.
11 m STREET;SINGLE FAMILY PROJECT
SB-1 A 0-1 10YR 8/2,4/1 loamy sand single grained loose non-plastic 4-6
SB-1 BA 1-7 10YR 5/3 loamy sand single grained loose non-plastic 6-8
SB-1 BW1 7-42 10YR 5/6 loamy sand single grained loose non-plastic 10-14
SB-1 BW2 42-58 10YR 5/8 loamy sand single grained loose non-plastic 14-18
SB-1 BW3 58-64 10YR 5/6,6/8 56/58 loamy sand to sand single grained loose non-plastic 14-18
Boring terminated at 60'.
Physical Water:>58"on 08-14-2018
SHWT:>56"
SB-2 ^. 0-6 10YR 4/2,7/2 sand to loamy sand single grained loose nun-plastic 4-6
SB-2 BA 6-12 10YR 84/4 sand to loamy sand single grained loose non-plastic 4-6
SB-2 BW1 12-23 10YR 5/3 sand to loamy sand single grained loose non-plastic 6-10
SB-2 BW2 23-31 10YR 5/3,4/6 30/32 loamy sand single grained loose non-plastic 6-10
SB-2 BW3 31-40 10YR 5/3,6/8 loamy sand single grained loose non-plastic 6-10
Boring terminated at 40"due to slough.
Physical Water:>32"on 08-14-2018
SHWT:>30'
SB-3 A 0-8 10YR 4/1,6/2 sand single grained loose non-plastic 4-6
SB-3 E 8-14 10YR 6/2 sand single grained loose non-plastic 6-10
SB-3 BH1 14-21 10YR 3/1 sand single grained loose non-plastic 2-4
SB-3 BH2 21-31 10YR 4/1 26/26 loamy sand single grained loose non-plastic 3-6
Boring terminated at 31"due to slough.
Physical Water:>26"on 08-14-2018
SHWT:>26" -
SI34 A 0-6 10YR 8/2,4/1 loamy sand to sand single grained loose non-plastic 4-6
SB4 BA 6-11 10YR 5/3 loamy send single grained loose non-plastic 6-10
SB-4E 11-28 10 YR 613 loamy sand single grained loose non-plastic 6 10
SB-4 BW 1 28-40 10YR 5/3,4/6 loamy sand to sand single grained loose non-plastic 10-14
SB-4BW2 40-60 10YR 5/2,4/4 36/36 loamy sand single grained loose non-plastic 4-8
Boring terminated at 60".
Physical Water:>36"on 08-14-2018
SHWT:>36"
9

CAPE FEAR
ENGINEERING
151 Poole Rd.,Swt.100;Bed NC,28451
TEL[phone];FAX[phone]
www:capefearengineering com
Transmittal
To NCDEQ Date: January 7, 2019
127 Cardinal Drive Extension File: 440-011 "36"
Wilmington, NC 28405 Subject: West 11th Street Multifamily
Southport, NC
Attn: Ms. Christine Hall Express Stormwater Permit
❑As Requested ❑ For Your Files ❑ For Distribution
® For your Review/Action/Approval
Quantity Drawing No. Description
1 Original $4,000 Express Application Fee CKftgP IQ°`. 'Mils
2 Orig. & Stormwater Management Application
Copy
1 Copy Agent Authorization Letter tr V
1 Copy Property Deed <> JAN 0 8
1 Copy Corporation Documentation
1 Copy Stormwater Narrative and Calculations Acc
1 Copy Wet Detention Basin Sup
plement EZ and Checklist
1 Copy O&M Agreement EZ Form
1 Copy Soils Report
1 Copy USGS Map
2 Copies Stormwater Management Plan Sheets
Cape Fear Engineering, Inc
CC: File
File: 440-011 "36"
Signed:
Michael House, P.E.
Received By:
Date:
P:1440-00 H&H Homes4440-011 Southport W.MF Eng1ADMIMSTORMINCDEQ Permifl2019-01 TRANS-NCDEQ.doc