SW8190511_HISTORICAL FILE_20190531

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 I (�D5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
.� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
oZO 1 $353I
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Interim Director
May 31, 2019
\NORTH CAROL,INA
Environmental Quality
]-Hoosier Daddy, 1,1.,C
Attn: Lisa 1.3earnan, Manager
6025'Farin ]load
Wllrningion; \C 28409
Subject: State Storrnwater _Kanag,ernent Porrnit No. SWS 190-511
West Ueventh Street Single Family
13igh Density Subdivision i'rojecl
Brunswick County
Dear Ms. Beaman:
The Wilinington Regional Office received a complete State St.ormwate.r Management Pcrinit Application
for the subject project on May 31, 2019. Staff review of tltc plans and specifications has determined that
the project, is proposed, complies with the Storinwater Regulations set forth in Title 15A NCAC 2 14. 1000
amended on January 1. 2017 (2017 Rules). We are hereby forwarding Peniiii No. SWS 19051 1 dated
May 31, 2019, for the construction of the built -upon areas (BUA) and siormwat.er control measures
(SCMs) associated with i.he subject project.,
This permit shall be effective front the date of issuance until May 31, 2027 and the project shall be. subject
to the conditions and limitations as specified therein and does not supersede any other agency permit that
Inay be required. Failure to coniply with these requirernenia "will result in future compliance problems.
Please note that this permit is not transferable excepl 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
per11111 and is herein incorporated by reference.
If any parts; requirements, or limitations contained in this pen -rut are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition witli the Office of Adininisir-ative 1-leanings
(OAH). The written petition must. conform to Chapter 150D 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
wirh 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, NIC 27699-6 714, or via telephone at 919-431-3000, or visit their
website at �vnti,tv.\'COAH.com. unless such demands are trade this permit shall be final and binding.
II you have any questions concerning this permit, please contact Christine Hail in the Wilnungton
Regional Office, at [phone] or [e-mail].
Sincerely.
~J)", S. Daniel Srri th, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures Attachment A — Designers Certification Form
Application Documents
G1)Skanh: 111StormwaterTerrnits & Projects120191190511 HD12019 05 permit 190511
cc: t'Aichael House, PE; Cape Fear Engineering, Inc.
City of Southport Building Inspections
Brunswick County Engineering
Wilmington Regional Oftice Stormwater File
North Carolina Department of Environmental Quality l Division of Energy. Mineral and Land Resources
��IUV;�
-r E ' Wilmington Regional Office 1127 Cardinal Drive Extension i Wilmington, North Carolina 28405
upl C4F10LINk
/ 910.796,7215
Ly

State Stormwater Management
Permit No. SW8 190511
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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 Single Family
West 11 `t' Street, Southport, Brunsivick County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA) as well as one (1)
wet pond (`stormwater control measures" or "SCMs") as outlined in the application, approved
stormwater management plans; supplement, calculations, operation and maintenance agreement,
recorded documents; specifications; and other supporting data (the "approved plans and
specifications°) as attached and/or on file with and approved by the Division of Energy; Mineral and
Land Resources (the "Division" or :'DEMLR"). The project shall be constructed, operated and
maintained in accordance with these approved plans and specifications. The approved plans and
specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until May 31, 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.
BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 290,165
square feet. The runoff from all BUA within the permitted drainage area of this project must
continue to be directed into the permitted SCM. The following specific requirements pertain to
the BUA on this project.-
SCM BUA LIMITS. The SCM has been designed using the runoff treatment method to
handle the runoff from 290,165 square feet of BUA within the delineated drainage area. The
BUA for the future development is limited to 20,000 square feet.
b. BUA FOR INDIVIDUAL LOTS. Each of the 44 lots are limited to a maximum of 4,500 square
feet of BUA, as indicated in the approved plans and specifications. The maximum BUA
assigned to each lot via this permit and the recorded deed restrictions and protective
covenants may not be increased or decreased by either the individual lot owner or the
permittee unless and until the permittee notifies the Division and obtains written
approval from the Division.
Pagel of 6

State Stormwater Management
Permit No. SW8 190511
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.
b. 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.
c. 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.
d. 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. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
4. 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 or in the following instances where the BUA has
been minimized and channelizing runoff from the BUA is avoided:
i. Water dependent structures; and
ii. Minimal footprint uses such as poles, signs, utility appurtenances, and security
lights that cannot practically be located elsewhere.
b. RELEASE OF STORMWATER NOT TREATED 1N 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,
5. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds prior to the sale of individual
lots or groups of lots:
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.
Page 2 of 6

State Stormwater Management
Permit No. SW8 190511
d. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. Recorded deed restrictions and
protective covenants must include, at a minimum, the following statements related to
stormwater management:
i. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 190511,. as issued by the Division of
Energy, Mineral and Land Resources (the"Division") under 15A NCAC 02H.1000,
effective January 1, 2017.
ii. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
iii. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
iv. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
V. Alteration of the drainage as shown on the approved plans may not take place
without the concuerence of the Division.
vi. The maximum built -upon area (BUA) per lot is 4,500 square feet. This allotted
amount includes any BUA constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement
not shown on the approved plans. BUA has the same meaning as G.S. 143-214.7,
as amended.
vii. The maximum allowable BUA shall not be exceeded on any lot until the permit is
modified to ensure compliance with the stormwater rules, permit, and the approved
plans and specifications.
viii. All runoff from the BUA on the lot must drain into the permitted system. This may
be accomplished via grading, a stormwater collection system and/or a vegetated
conveyance.
ix. A 50-foot wide vegetative setback must be provided and maintained adjacent to all
surface waters in accordance with 15A NCAC 02H.1003(4) and the approved
plans.
x. 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. DEEDS FOR INDIVIDUAL LOTS. 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.
6. 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.
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.
Page 3 of 6

State Stormwater Management
Permit No. SW8 190511
7. MODIFICATIONS. No person or entity, including the permittee, shall alter any component
shown in the approved pians 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. Adding the option to use permeable pavement or #57 stone within the lots as a permeable
surface. The request may require a proposed amendment to the deed restrictions and
protective covenants for the subdivision to be submitted and recorded.
g. The construction of any permeable pavement; #57 stone area, public trails, or landscaping
material within the common areas to be considered a permeable surface that were not
included in the approved plans and specifications.
h. Other modifications as determined by the Director.
8. 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. ,
9. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on -site stormwater system are maintained at the
approved design condition. The approved operation and maintenance agreement must be
followed in its entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by the
Division and the stormwater rules such as the construction of additional or replacement on -
site stormwater systems. These additional or replacement measures shall receive a permit
from the Division prior to construction.
b. MAINTENANCE RECORDS. Records of maintenance activities must be kept and made
available upon request to authorized personnel of the Division. The records will indicate the -
date. activity, name of person performing the work and what actions were taken.
Page 4 of 6

State stormwater Management
Permit No. SW8 190511
10. 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),
11. 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.
12. 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;
except in the case of an individual residential lot sale that is made subject to the
recorded deed restrictions and protective covenants;
ii. The assignment of declarant rights to another individual or entity;
iii. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association; subject to the requirements of NCGS 143-214.7(c2):
iv. Dissolution of the partnership, corporate; or LLC entity; subject to NCGS 55-14-05
or NCGS 57D-6-07 and 08;
v, Bankruptcy;
vi. 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.
13. 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 EACH LOT FOR COMPLIANCE. The permittee is
responsible for verifying that the proposed BUA on each individual lot and for the entire
project does not exceed the maximum amount allowed by this permit. The permittee shall
review all individual lot plans for new construction and all subsequent modifications and
additions for compliance. The plans reviewed must include all proposed BUA; grading, and
driveway pipe placement. The permittee shall not approve any lot plans where the maximum
allowed BUA limit has been exceeded or where modifications are proposed to the grading
and/or to the stormwater collection system and/or to the vegetated conveyance unless and
until a permit modification has been approved by the Division. The permittee shall review
and routinely monitor the project and each lot to ensure continued compliance with the
conditions of the permit, the approved plans and specifications; and the recorded deed
restrictions and protective covenants. The permittee shall notify any lot owner that is found
to be in noncompliance with the conditions of this permit in writing and shall require timely
resolution.
b. ARCHITECTURAL REVIEW BOARD (ARB) OR COMMITTEE (ARC). The permittee may
establish an ARB or ARC to conduct individual lot reviews. However, any approval given by
the ARB or ARC on behalf of the permittee does not relieve the permittee of the
responsibility to maintain compliance with the conditions of the permit and the approved
plans and specifications.
Page 5 of 6

State Stormwater Management
Permit No. SW8 190511
c. APPROVED PLANS AND SPECIFICATIONS. A copy -of this permit, approved plans;
application; supplement, operation and maintenance agreement; all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
d. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
e. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions
of a stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
f. 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.
g. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required for this
development to take place; as required by any statutes; rules, regulations, or ordinances;
which are imposed by any other Local, State or Federal government agency having
jurisdiction. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
Permit issued this the 315t day of May 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Daniel �J(nith, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 190511
Page 6 of 6

State Stormwater Management
Permit No. SW8 190511
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As -Built Permittee Certification
• As -Built Designers 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 n7ay 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 190511
:1S-131IT11.:'C CITWHFICATION
hereby state that I ant the Current perrniuce for the project named above. and I certify by my signature below,
that the project inecis the below listed [-ina] Submittal Requircnlcnts found in NCAC 021-1.1042(4) and the
icrnls, conditions and provisions listed ]it the permit docuinents, ]halls and specifications on file With or provided
to the Division.
Check'licre ifthis is a partial certification. Sect ionlphasclSCN1 "?
Check here if this is part of a fast Track As -built Package Submittal.
Primed Name
Signature
1. a :Notary Public in the State of
County of , do hereby certify that
personally appeared before me this day of 120
and acknowledge the due execution 01this as -built certification. (Sf AL)
\fitness my hand and official seal
\•Iy commission expires
! Permittee's Certification NCAC _ 1042(4)
CP mp eted
ided
N/A
' A. DEED RESTRICTIONS / BUA RECORDS
I .' 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 siormwater regulations and with the permit conditions.
' 2. A copy of the recorded deed restrictions and protective covenants has been
Y or
provided to the Division.
3. Records which track the 13UA on each lot are being kept. (See Noic 1)
Y or N
3. MAINTENANCE ACCESS
1. ']'he SCNIs are accessible for inspection, maintenance and repair.
Y or N
2. The access is a tninimuin of 10 feet wide.
N' or N
3. The access extends to the nearest public right-of-way.
_
� Y or N
-
C. FASEMENTS
1. The SCN'Is and the components of the runoff collection / conveyance system
are located in recorded drainage casements.
°r
2. -A copy of the recorded plat(s) is provided.
Y or N
1). SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that
have an SCM include the following:
Y or N
1. The specific location of the SCN-1 on the lot.
Y or N
i
_ 2. Atypical detail for the SCM.
Y or N
3. A note that the SCNI is required to inset storrilwater regulations and that the
lot owner is subject to enforcement action as set forth In \CGS i43 Article
Y or N
21 if the SCN,i is removed relocated or altered without zrit car 12lroval.
E. OPERATION AND MAINTENANCE AGREEMENT
Y or N
i
I . The O&N,l Ap-rcenhcrit is referenced on the final recorded plat.
Y or N
,
2. The O&Nq Agreement is recorded with the Register of Deeds and appears in
y or N
the chant of ittle.
F. OPERATION AND MAINTENANCE PLAN — maintenance records are
Y or N
being, ke t in a known set location for each SCM and are available for review.
G. DESIGNER'S CERTIFICATION FORM — has been provided to the
Y or N
Division.
Note 1- Acceptable records include ARC approvals; as -built surveys, and county tax records.
Page 1 of 6

State Stormwater Management
Permit No. SW8 190511
Provido an explanation for every rcyuireinent that was not met, and for every "NA" helow. -Attach additional
sheets as needed.
Page 2 of 6

State Stormwater Management
Permit No. SW8 190511
AS-1 U1LT D1 SIGNFR'S CE.RTlh'1CA'I ION GFN1; tAL \1DC
1 herebv state that 1 airs a licensed professional and I certify by irly signature and seal bciow, that I have observed
the construction of the project named above to the best of my abilities with all clue care and diligence, and that
the project meets the below listed General NIDC found in NCAC 02H.1050 in accordance with the pennit
documents, plans and specifications on file with or provided to the Division; except as noted on the "AS-
BUILT7: drawings, such that the intent of the storinwater rules and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SC\9 -,?
Check here if this is a part of a Fast. -Track As -Built Package Submittal per .1044(3).
Check here if the designer did riot observe the construction, but is certifying the project.
Check here if pictures of the SCN•I are provided.
}'rinsed Namc
NC Registration Number
S 1.I1 L
Signature
Date
Consultant's \Mailing Address
City/State/ZIP
Phone Number
Consultant's Email address
OO Circle N if the as -built value differs from the Plan. If N is circled; provide an explanation on Page 2.
Q)N/l = not evaluated (provide explanation on page 2) Qa N/A = riot applicable to this SCM or projcct.
Consultants Certification NCAC .1003((3) & General MDC .1050
OAs-built ©N/E
ON/A
A. TREATMENT REQUIREMENTS
j
1 . The SCN'I achieves runoff treatment. I
Y or N
2. The SCN•1 achieves runoff volume match.
Y or N j
3. Runoff from offsite areas anti/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 SCNI and is accounted for at tilt full build -out
potential.
5. The project controls runoff through an offsite perrniried SCM
Y or N
that ineets the requirements of the tNIDC.
6. The net area of new BUA increase for all existing project has
Y or N
been accounted for at the appropriate design storm icvel.
j 7. The SCNI(s) meets all the specific minimum design criteria.
f Y or N
`
B. VEGETATED SETBACKS / BUA
l . The width of the vegetated setback has been measured from
Y or N
the nornnal pool of impounded waters; the 191-INV line of tidal
waters, or the top of bank of each side of rivers or streams.
l 2. The vegetated setback is maintained in grass or other
Y or
f vegetation.
3. BUA that meets the requirements ofNCGS 143-214.7 (1)2)(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
(1)2)(2) is located within the setback and is limited to:
a. Publicly funded linear projects (road; grecnway sidewalk)
b. Water -dependent structures
c. \Minimal footprint uses (utility poles; signs, security
lighting and appurtenances)
5. Stor ilwater that is not treated in an SCSI is released at the
edge of the setback and allowed to flow through the setback as
Y or N
dispersed flow.
Page 3 of 6

State Stormwater Management
Permit No. SW8 190511
OAs-built I ON/E
ON/A
C. STORMWATER OUTLETS — the outlet handles the peak flow
Y N
from the 10 vear storm with no downslope erosion.
or
D. VARIATIONS
1
1. A variation (alternative) from the stor nwatcr rule provisions
}, N i
has been itrtplemented.
or
1 2. The variation provides equal or better stormw'ater control and
Y
equal or better protection of surface waters.
or
E. COMPLIA.NCE WITH OTHER REGULATORY
Y N
PROGRAMS has been met.
or
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
I
in or on areas with contaminated soils.
H. SIDE SLOPES
j
1. Vegetated side slopes arc no steeper than 31-1:1 V.
Y or N
2. Side slopes include retaining walls, gabion walls, or other
Y or N
surfaces that are steeper than 31-1:1 V.
3. Vegetated side slopes arc steeper than 31-1:1 \' (provide
Y or N
supporting documents for soils and vegetation).
I. EROSION PROTECTION
I
i
1. The inlets do not cause erosion in the SC\9.
Y or N
2. The outlet does not cause erosion downslope of the discharge
}' or N
I
1
point during the peak flow from the 10 year storm.
�
J. EXCESS FLOWS — An overflow I bypass has been provided.
Y or N
I
K. DEWATERING — A method to drawdown standing water has
Y or N
1
been provided to facilitate maintenance and inspection.
L. CLEANOIJT AFTER CONSTRUCTION — the SC.\7 has been
Y or N
cleaned out and converted to its approved design state.
M. MAINTENANCE ACCESS
1. The SCi•9 is accessible for maintenance and repair. Y or N
2. The access does not include lateral or incline slopes>3:1. j Y or N
N. DESIGNER QUALIFICATIONS (PAST -TRACK. PERMIT) —
The designer is licensed under Chapters 89A, 89C, 89E, or 891' of
Y or N
the General Statutes.
{'rovide an explanation for every,N,1DC that was not. met; and for every item marked "NIA" or "N/l ", below.
Attach additional pages as needed:
Page 4 of 6

State Stormwater Management
Permit No. SW8 190511
BUILT DESIGNER'S CEIl'I'lh1CA'1'lON k-()R NA71-IT DIM"..N ION POND PROJFCT
1 hereby state that 1 am a licensed professional and I certify by my signature and sea] below. that 1 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 NIDC found in \CAC 021-1.1053, in accordance with the permit (JgCUlltei11S, plans
and specifications on file with or provided to the Division; except as noted on the "AS-i3U11 I" drawings; such
that the intent ofthe sutrnnwaicr rules and the general statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCN•1 ?
Check here if this is part of a Fast -Track As -Built Package Submittal per. 1044(3)).
Check here if ilic Designer did not observe the construction, but is CCrtifyirtg the project.
Check here If pictures of the SCN-1 are provided.
Printed Namc
NC Registration Number
SEA f,
Signature
Date
Consultant's Mailing Address:
City/State/7l l'
Phone Number
Consultant's Email address
iD Circle N if the as -built value differs from the flan/permit. If\ is circled, provide an expianation on page 2
ON/1 = not evaluated (provide explanation on page 2) OO N/A = not applicable to this project or SCVI.
This Certification must be completed in conjunction with the Crencral ,NIDC ccnif ication under N---CAC 021-1-1050
Consultant's Certification (VIDC .1053)
OO As -built
O�/E
ON/A
A. Foreba3 / Depths / Fountain
1. The available Sediment storage is consistent with the approved
plan and is a minimurn of 6 in.
y or N
2. Water low over the forebay berm into the main pond occurs at a
I Y N
non -erosive velocity.
or
I The provided horebay Volume is 15%-20% ofthe main pool
Y N
V01Ll1ne.
or
4. '.]'lie horebay entrance elevation is deeper than the exit elevation
into the pond.
Y or N
I�
5. The Average Design Depth of the [Hain pond below the
Y N
permanent pool elevation is consistent vvuh the permitted value?
or
F 6. 1'ouniain documentation is provided.
Y or N
j
11..Side slopes / Banks / Vegetated Shelf
1. The width of the Vegctated Shelf is consistent \with the approved
plans avid is a minimum of 6 feet.
I Y or N;
2. The slope of the Vegetated Shelf is consistent "with the approved
Y N
fans and is no steeper than 6: 1.
or
C. As -built Main Pool / Areas / Volumes / Elevations
l . The permanent. pool surface area provided is consistent with the
Y N
permittcd value.
or
2. The Temporary Pool Volume provided is consistent with the
I Y Nr
f
permined value.
or
3. The permanent pool elevation is consistent with the permitted
y N
value.
or
4. The temporary pool elevation is consistent with the permitted
Y or N.
value.
Page 5 of 6

State Stormwater Management
Permit No. SW8 190511
I CAs-built
02 N/L
ON
j D. Inlets / Outlet / Dr•awdown
I . The design volume draws down in 2-5 days. G Y or N
2. The sire of the Orifice is consistent xith the permitted value. E Y or N
3. A trash rack is provided on the outlet structmrc. Y or N
4. Hydrologic impacts to the receiving channel are minimized from Y or N
the 1 ,,r 24 hr storm discharp-0
5 'I'hc inlcas and the outlet location are situated per the approved
i plan and avoid short-ciI-CLttllttP,.
Y or
L. Vegetation
I i . The vegetated shelf has been planted with a minirmum of 3
diverse species.
1'' or N
2. The vCgClated shelf plant density Is consistent with the approved
plans and is no less than 50 plants per 200 sf or no less than 24
inches on center.
Y or N
Provide an explanation for every ,lDC that was riot mct, and for every item marked "N/A" or "N/1" below.
Allach additional pages as needed:
Page 6 of 6

�l
DEMLR USE ONLY
Date R ccive
Fee Paid
Permit Number
51 !
8 7a
Applicable Rule. n Coastal SW - 1995 ❑ Coastal SW -- 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt 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
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 Sinele Famil
2. Location of Project (street address):
Along the southern side of West 111h St. approximately 1,000 feet W. from the intersection of N. Caswell Ave.
City:Southport County:Bru nswick Zip:28461
3. Directions to project (from nearest major intersection):
Approx.1,000 feet West on West Eleventh Street from the intersection of W. 111h St. and N. Caswell Ave.
4. Latitude:33° 55' 43.18" N
Longitude:780 1' 46.38" W of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenevuls with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit 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
If this application is being submitted as the result of a previously returned application or a Ietter 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: 14.44 ac of Disturbed Area
❑NPDES Industrial Stormwater ®404/401 Permit: Proposed Impacts 0.3 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: Permitting of Environemental Impacts by others
5. Is the project located within 5 miles of a public airport? ®No ❑Yes EGFJVf,
If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.org/web? r(rules-and-regulations
MAY 21209
BY:
Form S WU-101 Version Oct. 31, 2013 Page 1 of 6

LM

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:Lisa Beaman, Manager, Hoozier Daddy LC _
b.Contact information for person listed in item 1a 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: (252 ) 916-5030 Fax: (910 ) 769-3053
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:
Mailing Address (if applicable):
City:
Phone:
Email:
State:
State:
Fax:
Zip:
Zip:
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 Add
City:
Phone:
Email:
State:
Fax:
4. Local jurisdiction for building permits: City of Southport
Point of Contact:Wayne Strickland_ Phone #: (910
Form S W U-10 l Version Oct. 31, 20 l 3 Page 2 of 6
kk
Zip:
457-7925
EC;IVF-
MAY ?.1 His

-,-
i i I - I. pI

1V. PROJt;CT IN FORMAT1ON
1. In the space provided below, briefly summarize how the stor.mwater runoff will be treatcci.
Stormwater .vill be treated with wet detention basins, via piped collection systems utilizing improved
roadway sections with curb, nutter, and
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(,) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Cape bear River basin.
4. 'Total Properly Area: 13.82 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0.49 acres
7. 'Total Properly Area (4) — `.Total Coastal Wetiands Area (5) —Total Surface Water Area (6) = Total Project
A rew : 13.33 acres
'fetal projert area shall be calculated to exclude the follonfing: the normal pool of irnpounded structures, the area
between the banks of streams arrd rivers, the area belozo the :\rorrrna! High IlVater (1' ,1*%) line or Mean High grater
(Ml- IAA line, and coastal wetlands landivard from the NrHW (or M141AO line, The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or M14mg line may
be included in the total project area.
8. Project percent of impervious area: (I'otal Impervious Area / 'Total Project Area) X 100 = 48
b/0
9. How many drainage areas does the project have?1 (For ]nigh density, count 1 for each proposed engineered
stormwaler BMP. For lozo densihj and other projects, use ] 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 _
Receivins, Stream \Tame
Cottage Creek
Stream Class
SQSw
Stream Index Number
18-88-9-4
Total Drainage Area (sf)
612,267
On -site Drainage Area (so
596,150
Off -site Drainage Area (so
16,117
Proposed Impervious Area" (so
290,165
% Impervious Area" total
47%
1m ervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Draina e.Area _
On -site buildings/Lots (so
198,100
On -site Streets (so
5.1,640
On -site Parkins; (so
0
On -site Sidewalks (so
8,365
Other on -site (so
2,390 (ABC)
future: (so
20,000 (Reserve)
Off -site (sf)
9,670
Existing BUA ** (so
0
Total (so:
290,165
Stream Class and Index Number can be determined at: Irttt�://ltnrfal.rrcd�rrr.org/zoeb/zccl[ps/csu/rlassif:rrrtinrrs
Imppervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sideznalks, gravel areas, etc.
Form SWU-101 Version Oct. 31. 2013
Page 3 of G 1 MAY Z 1 2Q19
f3Y:r

11. How was the off -site impervious area listed above determined? Provide documentation. Building corners
were surveyed and aerial was used for compacted drive locations. Actual impervious coverage is well below
the 60% coverage assigned to the off -site area. 60% was chosen as a conservative means of ensuring SCM
design was adequate.. If re -developed, the off -site properties will not exceed 60% impervious coverage as long
as all setback requirements within the current Southport UDO are complied with.__
Proiects in Union Couniv: Contact DEtILR Central Office staff to check if the project is located within a Threatened
Encicingered Species watershed that may be subject to more stringent stornnvater requirements cis per 15A NC,I C 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 httn://nortal.ncdenr.ore/web/wn/ws/su/bmo-manual.
V1. 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.nccienr.org/web/wq/ws/su/statesw/forms_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.orgf web/ wqf ws/su/stateswf
forms dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
MOH
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VIl beloro)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer toJ�
http://www.envhelLI.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
_
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
�T
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy)._
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), inc
M
a. Development/Project name.
1�
b. Engineer and firm.
MAY 2 Lyy �`l9
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow. BY:
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 NI-IW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

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 SI-IWT elevations (Please identify_
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" 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].) �{{ y2 Z&S
10. A copy of the most current property deed. Deed book: 33�� Page No: -- 4e AN
11. For corporations and limited liability corporations (LLC): I rroviY le documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(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
VIL 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://12ortal.ncdenr.org/web/Instate-stormwater-
forms dots. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibilih, 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, shah 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.
Vlll. 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: [phone]W Fax: (910 ) 383-1045
Eniail:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Information, item 2a) , certify that
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 (prirkAw
r � ton listed in
Contact Information, item 1a) to develop the pr1 r 1. A copy of
the lease agreement or pending property sales contract has been provideditt 1 hi ndicates the
party responsible for the operation and maintenance of the stormwater Sys��
BY:
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, , a Notary Public for the State of , County of
, do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
1, (print or hjpe name of person listed in Contact Information, item 1a) Lisa Bearnan
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 covenants will be recorded, and that the proposed project complies with the requirements of the
applicable storniwate ru u er 15A NCAC 2H .1000 and any other applicable state stormwa er req irements.
Signature: AA
Q/3'12Gf/K_/ Date: �J
a Notary Public for the State of County of
1 , do hereby certify that Ll SQ (-�)Z(A Ar\ personally appeared
before me thisZ0 day of q , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
NP
as NOTAO), Z=
z �
PUBLIC ==
NYOVER C Ny►
SEAL
My commission expires
MAY 2
n
Form SWU-101 Version Oct. 31, 2013 Page 6 of6

TIP
m

SUPPLEMENT-EZ FORM COVER PAGE
Please indicate the types, quantities and locations of SCMs that will be used on this project:
Quantity
I Location(s)
Infiltration System
Bioretention Cell
Wet Pond
1
Eastern Side -Central of the Project Site
Stormwater Wetland
Permeable Pavement
Sand Filter
Rainwater Harvesting
Green Roof
Level Spreader -Filter Strip
Disconnected Impervious Surface
Treatment Swale
Dry Pond
Designer information for this project:
Name and Title:
Michael House, P.E.
Organization:
Cape Fear Engineering
Street address:
151 Poole Rd., Suite 100
City, State, Zip:
Bellville, NC, 28451
Phone number(s):
[phone]
Email:
[e-mail]
Designer
9M
SEAL T
046980
.4u
yG! NEE QJ�.
ECEIVE
MAY 21 2019
Y•
Sigma ure of Designer
Date
Applicant:
? I. cl_ rovirmlmrr
Quaflf}'
Project Name:
West Eleventh Street Single Family
Address
Approx. 1000' West on West Eleventh Street from the
intersection of W. 11th St. and N. Caswell Ave.
City / Town
Southport
Company:
Hoosier Daddy_ , LLC
Contact:
Lisa Beaman
Mailing Address:
6025 Tarin Road
City, State, Zip:
Wilmington, NC 28409
Phone number(s):
[phone]
Email:
[e-mail]
Certification Statement:
I certify, under penalty of law: that this Supplement-EZ form and all supporting
information were prepared under my direction or supervision;
that the information provided in the form is, to the best of my knowledge
and belief, true, accurate, and complete; and
- that the engineering plans, specifications, operation and maintenance
agreements and other supporting information are consistent with
the information provided here.
I am aware that there are significant penalties for submitting false
information including the possibility of fines and imprisonment for knowing
violations as well as a report being made to my professional board.
Cover Page 1 12:47 PM 5/17/2019

WET POND
West Eleventh Street Single Family
THE DRAINAGE AREA 1
Drainage area number
1- POND #1
Break down of BUA in She drainage area (both new and existing):
if otal coastal wellands area (sq h)
0 sf
- Parking f driveway (sq tt)
n/a
Io1al surface wWor area (sq it)
21345
- Sidewalk (sq. h)
8365 sf
f olal drainage aroa {sq ft)
6i2267 sf
- Roof (sq ft)
19B100 sf
i associated with existing development (sq f1)
0
- rteadway (sr, ft)
5164D sf
Proposed new BUA (sq A)
290165 sf
- Other, please specify in the cnnunent bux bofOw (sq It)
32060 sf
Foment 13UA of drainage aura
47%
Total 6UA (sq ft)
1 290165 sT
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Slormwaler program($) that apply {please SpeGty):
(11,)
1.6 In
2017 Rules & Regulations - MCC
Minimum volume reghnred (1 11)
36446 of
Design voiurre of SCM (cu h)
114472 of
GENERAL MDC FROM 02H .1050
#1 Is the SCM sued to moat the SW from all surfaces at buitd-ont7
Yes
47 If apphmble, with tho SUM be cleaned out alter corlslruclioc,?
Yes
#2 Is the SCM lomled on or near mrhlaminaled sods?
No
08 Does the rnainetonance arcoss comply with General MDC
Yes
#3 '.that are [tic side slopes of the SCM (I LV)?
3A
#g Does the drainage easement comply vdlh General T+ i (9)?
Yes
03 Does the SCM have relairhing walls, gabion walls or other engineered side slopes
No
# 10 If the SCf�1 is on a single family tat, does lhC plat cormrly }vllh General rADC (10)�
Yes
94 Are the inlets, outlets, and receiving stream protected from erosion (10-Year storm)?
Yes
all Is there an OSh1 Agreement that complies with General f.IDC (11)?
Yes
#5 Is there a a bypass for i in excess of the design flmY7
Yes
912 Is there an irA Plan that complies wit IT General 10M. (12}'�
Yes
96 What is the method for dewalonng the SCI,t for maintenance?
Pump (preferred) 11113
Was the SCM designed by an NC licensed professional?
Yes
WET POND MDC FROMA2H .1053
#1 Method used
SA)DA
#6 Width of the vegetated shelf (feel)
6 fl
#1 Surtace area Of the main pernlanenl pool (square feet)
16898 s-f
#6 Location of vegetated shelf
Normal Pout
Al Volume al the main permanent pool (cuhic feel)
77434 ct
46 Elevation of lop of shelf (Imsl)
1U,U It
#2 Average depth of the, main pool (loot)
5 R
46 Flevahon of hohom of shrlf (imsl)
9.0 ft
#2- Was the vegelaled shelf included in the milcul:dron of average depth?
No
96 Slope UI vegetated shelf {l f:V}
6:1
#2 Elevation of the: hollom of au: permanem pool (lest)
2,0 R
#7 Diameter of drawdown entice (inches)
2.00 to
92 Elewdiori of the lap of the perrnanerht pool (fmsl)
9.5
07 Drawdown lime for the lornporary pool (hours)
83.0 firs
#2 Elevation ul the fop of the temporary pool (Irnsl)
13.55
#7 Does the orifice drawdown from boknv the fop zurfam! of the perrnanenl pool?
Yes
93 Depth provided for sodimenl slnrago {inches)
12 in
#H Does the pond minim ie impacls to the rdceiving channel t(011h the 1-yr, 2.1411 sli
Yes
94 Are the irtel(s) and Uuticl located in a manner that avoids short-circuifing?
Yes
#9 Are fountains profi
No
#a Describe any measures. such as berms or baffles, that will he taken to improve the now pall:
49 If yes, is documentation provided per Wet Pond MDC {9)?
110 Is a tram Tac,( or other device provided to Prolecl the oullel syslem?
Yes
#5 Volume of the forehay (cuhic feet)
14203
#11 Are the dam and embankmenl plane, (I in non -dumping lurl grass? 1
Yes
#5 Is this 15-2D% of the volume to the plain pool?
Yes
#11 Species 01 turf lnal Will he used on the dam and dfnban=.rnenl
9—de or emtfi
45 Doplh of lorahay at entrance (inches)
66 in
#11 Describe he planline plan for the vegelaled shot[:
#5 Depth of forehay at exit (inches)
54 in See Pond Detail Sheet
Yes
12 in
Yes
#5 Does waler How out of the forohay in a non-rrosivg manner?
#5 Cfean-gut deplh for forehay (inches)
#5 Will the forehay be cleaned out when the depih is reduced to less than the above?
ADDITIONAL INFORMATION
Please use this space to provide any adddjonal information about [his wet pond HIM you think is refovnnt to the review.
BUA listed in the other row allocates 2,390 sf for compacted abc stone turnarounds, 9,670 sf off-sitb impervious, and 20,000sf reserve MAY 3
�BY:
:".'et pond 1 H:39 AM 5/31/2019

I `' P� Operation & Maintenance Agreement
Project Name:
Project Location:
West Eleventh Street Single Family
Southport, NC
i Cover Page
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set location.
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & cc
Bioretention Cell Quantity:
Dry Detention Basin
Grassed Swale
Green Roof
Infiltration Basin
Infiltration Trench
Level SpreaderNFS
Permeable Pavement
Proprietary System
Rainwater Harvesting
Sand Filter
Stormwater Wetland
Wet Detention Basin
Disconnected Impervious Area
User Defined BMP
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Present:
Present:
ig O&M tables will be added automatically):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s): Eastern Side, central to project site
Location(s):
Location(s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
' Responsible Party:
Title 8 Organization:
Street address:
City, state, zip:
Phone number(s):
Email. -
Signature:
County of
Lisa Beaman
Manager, Hoosier Daddy, LLC
6025 Tarin Road
Wilmington, NC, 28409
252-916-5030
[e-mail]
Date:/
a Notary Public for the State of
do hearby certify that i_LSG i�P=Cxo
personally appeared before me this 20 day of MD�� of and
4/,na'A__)
acknowledge the due execution of the Operations and Maintenance Agreement .
Witness my hand and official seal,
Q NOTAgy,
:`fix. pU8 LlC
MAY�`i019
BY,
Version 1.4 '"++++n+eiuttiti►«" O&M Manual
5/17/2019
Page 1 of 5

;�.
I
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r � y'

Seal S My commission expires
EV EIVE
MAY 2 t 2019
BY:
STORM-EZ 5/17/2019
Version 1 A O&M Manual Page 2 of 5

• � .
1 1'
1 � ��
! I
l� a
. �� �

Wet Detention Pond Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
Important maintenance procedures:
Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
necessary.
Weeds are present.
Remove the weeds, preferab y� ,elf de is used, wipe it on
the plants rather than s
STORM-EZ
Version 1.4
O&M Manual
MAY 21 2419
BY:
5/17/2019
Page 3 of 5

! Wet Detention Pond Maintenance Requirements (Continued)
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately,
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
�EC E6 VE
MAY 21 2019 D
STORM-EZ 5/17/2019
Version 1.4 O&M Manual Page 4 of 5

Wet Detention Pond Design Summary
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
Pond 1
Permanent Pool El.
9.5
Permanent Pool El.
9.5
Temporary Pool El:
13.55
Temporary Pool EC
13.55
Pretreatment other
Clean Out Depth:
4.5
Clean Out Depth:
7.5
No
than forebay?
Sediment Removal El:
FL4q
Sediment Removal El:
2
Has Veg. Filter? Yes
Bottom Elevation:
Bottom Elevation:
1
f.
STORM-EZ
Version 1.4 O&M Manual
5l21l2019
Page 5 of 5

TOPOI map printed on 01/03/19 from "Untltled.tpo" WGS84 78000,000' W
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I0-;ul{ ;Map crested,titb TOM It C2003 \a1i00el G;vaaptic (R wnatimalerompUc.com topo)

i
LIMITED LIABILITY COMPANY ANNUAL REPORT
10/2017
NAME OF LIMITED LIABILITY COMPANY: Hoosier Daddy, LLC
SECRETARY OF STATE ID NUMBER: 1129934 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: qn1 R
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Beaman, Lisa C_
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
6025 Tarin Road
E - Filed Annual Report
1129934
CA201810403408
4/14/2018 10:35
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
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 I 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 EIVE
❑ The company is a service -disabled veteran -owned small business ' 201
MAY 2
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.) BY'
NAME: Lisa C. Beaman
TITLE: Managing Member
ADDRESS:
NAME: Jack Carlisle
NAME:
TITLE: Managing Member TITLE:
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 Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

1111111 Jill111111111 600K:4142 PAGE:233
Bre,Wa M. Clenrnars . Eiunssvick Celpny Register of netds
01(01;2019 E
10:08:! 9.000
P"rr of
Bi elude kl. Cleumiow . Bi umsvlck County Nealstei of D-1,
OL104/2019 10'A8;99.D00 N-- aEVENLA %Tas P: 1750.00
a37 CA 'OD )
ECREIVE
MAY 21 2019
BY:
NORTH CAROLINA GENERAL WARRANTY DEED
Excift Tax: $750,00
Parcel Identifier No. 237 CA003 _ vediled by County on the _day of , 20_
gr
Maii/Box to: EMU law Fira M 1294 15Wilmington4Q
This instntntent was prepared by Fuss Law Firm, PC.1904 Eastwood Road. Strife 3 i S, Wi�tnipgtgll.NS'. JBJU
Brief description for the index: W 1 l TH STREET
THIS DEED made this __ 2 let __. dray of metmber 20l8 , by and between
GRANTOR
Marjorie G. Clannions
Michael Clenunons and spouse Andrea Clcttttnons
Alfreda L, Pender and spouse Jarm Pander
504 W. I Ith Street
Southport, NC 28461
GRAWME
Hoosier Daddy, LLC
6025 nrin Road
Vmington, NC 29409
Rater is appropriate block for each Grantor and Chance: name, mailing address, and, if appropriate, eharacmr of endry, e.g.
eor K"don or partnership,
The designation Grantor and ()ranted as used hetela shall include said parties, their heirs. successors, and assigns, mid shall include singular,
plural, masculine:, feminine or sauna as required by contaxL
WITNESS; rH, shut the Grantor, forit valuable Consideration paid by the Grantee, rho rareipto( which is hlsrebymknovAcdged, has and by
these presews dots graot, bargain, sell and convey nam the Grantee in fee simple, all that cenaln lot. parcel of land or condominium unir
situated in the City of swumt Town,:hip. _ Brunswick Couoty,
North Carolina and more particularly described as follows:
See Attached
This in€trumt�at -i:n __.=d by Wil.liEr^ H. Fues A liagt+eed NC attnrrey. Delinquer_t taxes. if aty.
to be paid by the clormp attdrn" to the tex collector uporL disburrement of oroc.eade.
The property hereinwbove described was acquired by Grantor by instrument recarded in Boole 3336
All or a portion of the ptapeny herein conveyed _.._ includes or.&does not include the primary residence of a Granrnr.
=:>:Atttrl H 8G rCtllrn to:
A map showing tits tlbavc described property is recorded in Plat Haolc page _ ,Ji39 Law Finn, PC
tar 1 or: 256-9252
MC B.v'Astociar}oe Form, No, 3 01974. Ravised p 1077. 2ap2, 301
Priekd by Apexntrnt with Iha NC Bar Afendalino 19$1
rnls sANWd form blu hem amrowed by.
Noah Carotins 9v Aynlrla irm —NC Bar Form No. 3
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 [reeds.

IIll 111f11111l�11l llf[Iter �40rmq 5 '
Bantle 5. 4lema Reg"ter or Oacdc
11-15-"t7 10;16;46.001 Brunswick County, MC
NC REVENUE STw- S 16.ee (ir324e8e)
This
oertifles that there Are no delinquent ad
valorem lazes, tom.
Fresetil -_
3 A& a
assOWnwts or other
Tow li1f�,,, u- _
bens which the Brunswick County Tax
Ck $. !7D .A-!8 L •-8 dA 0 � Cah t
Coueclov Is cnarged with coileging, that area
Refund: ........-.. 60 F4ttm
uenon; PereetNumber AiL3r
,
GPM%iioataai%0I1�;tlteli�edkreltwdwm
as notated by the Brunswick C',ounly' 34rCAA
atdkyret.
Aneasor'sOffice. Thialsrwracedff"Wn
C]Ibaur�rttoinsat�iti�sreAeticycftgtnAl
the number match e5Ihad (
d��
Irhm%rtthalVrr,abeie4Wwcdart0�ft
11that �pe
f
Date (Asal) Tax t0el. Tax Spec, WARRANTY
DEQ2
STATE OF NORTH CAROLINA Parcel #___
COUNTY OF BRUNSWICK
Revenue Stamps:
THIS DEED, made this -ILL day of November, 2012, by and between MARJORiE G. CLEMMONS (unmarried),
of Spa West 11"Street, Southport, North Carolina 28461, hereinafter, whether one or more, referred to as "GRANTOR," and
MICHAEL CLEMMONS whose address is 8355 River Road SE, Southport, North Carolina 2W1, and ALFRE UAL PEN DER,
whose address Is 6804 Shannon Road, Saratoga, North Caroline 27873, hereinafter, whether one or more, referred to as
"GRANTEE":
WITNESSEIH
WHEREAS, the Grantor has received a valuable consideration from the Grantee and, by execution of this Deed,
desires to create a tenancy in common between the Grantee and herself,
NOW, THEREFORE, the Grantor, for a valuable1conslderaUon paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto MICHAEL CLEMMONS a one percent
(1 %) undivided interest and unto ALFREDA L, PENDER a one percent (1 %) undivided interest in and to those certain tracts
or parcels of land situated in the City of Southport, Smhhville Township, Brunswick County, North Carolina, and more
particularly day.Abed as folkms:
T TRACT; BEGINNING at an old axle in the Stevens One. said axle being located south 70' east
561 feet from a stone marked `EIRS", which atone Is one of the comers of the Stevens Addition to the
City of Southport; runs thence from said beginning point north 12 ^ 45' east 730 feetto an old car axle;
runs thence south 70° east 557 feet to an iron pipe near an old gum stump. runs thence south 12"
45' west 730 feet to an old axle; runs thence north 70` west 557 feet to the place and point of
BEGINNING, containing 8.3 0@S. and being Tract No. 2 of the Elitabeth Galloway Lands, as
surveyed by Percy Cana ad y, C.E., on May 23, 1052.
Prepared by: Elvo L. Jess, Attorney at Low
P. O. Box 1 11028. Southport, NQ 284d1

IIIIIIfIIIIIIIIIIII I�IIIIIIII J111 18441 r4md �� '.PR;P
erunsuiet County, NC Register of heads page 2 of 3
BEING the same property described in a Deed from Margaret Stanley at al to Marjorie Gore
Clemmons, dated June 1052. and recorded in Book 107 at Page 45 of the Brunswick County
Registry.
' f> F ' �--� S��CT! BEING all of that certain 0.37 acre tract abutting Cottage Creek as shown on a
7 —7 Survey for Marjorie Clermons by Tide Water urvaying, said survey being attached hereto as Exhibit
A and Incorporated herein by reference for a more particular descriptlon.
2 �/ S I BEING the same property described in that certaln Quitclaim Deed from Mable Short and Annie Mae
Lee to Marjorie Clemmons, dated August 2006 and recorded in Book 2451 at Page 921 of the
Brunswick County Registry.
THIRD 1 CT: BEGINNING at an iron pipe in the edge of a 20•foot alley, said iron pipe t)eing
located the following Courses and distances from a paint In the centerline of 11" Street, where same
is intersected by a culvert at Cottage Branch; thence from said culvert ant with the cenaw*e of 11 ti
Street north 79' 39' 45" east to a point; thence south 194 08' west 311.49 feet to the point of
beginning; thence with satd alley south 61 00' west 101.89 feet to on iron pipe; thence with an old
fence north 82' 3T west 266.99 feet to a point in Cottage Branch; thence with sold branch north 4'
23' east 102 feet to an Iron pipe; thence south 82. 3T east 296,87 feet to the point of BEGINNING.
containing 0,63 acres, more or less.
BEING part of Um property described In a peed i Mable Lee Short at a/ to Marjorie Clemmons,
dated December 12, 1094, and recorded In Book 1020 at page 477 of the Brunswick County Registry,
,QtlRTLf TRACT; BEGINNING at 8n irrnr stake when the northern line of Eleventh Street (80 feet
in width) is intersected by the western line of ttte tract conveyed to Moses Williams by Southport
Savings & Loan Association by deed dated 31 December t 934, recorded in Book 59 at Page 319 of
Z-3 A 00 j the Brunswick County Registry, said stake being north 121 45'east 147.84 feet from an old iron stake
at the southwestern corner of said Williams tract, said Williams line being about 0.3 miles west of
j A- Caswell Street In the Town of Southport; runs thence north 12' 45' east with said Williams line 121.47
] feet to an iron stake; thence south 77' 15' east 50 feet to an iron stake; thence south 12' 45' west
94,62 feet to an iron stake in the northem line of Eleventh Street; thence seam 71' 34.5' west 56.74
feet to the pant of BEGINNING, the same containing 0.12 acres, and being a portion oft he
aforementioned Moses Williams Traci.
BEING the same property describad In a Deed from William O"ns, Jr, to Marjorie Clemmons, dated
December 5, 2006, and recorded in Book 251 a at Page 556 of the Brunswick County Registry.
r1
vp PSI TRACT' BEGINNING at an iron pipe in the northern right-of-way line and 30 feet from the
A /j centerline of West 1'I i Straat, said pipe being located in James MacMillan'& southern tine and also
•- j being located 4253 feet as measured along the northern right-of-way line of West 11°i Street from
1 �`� its Intersection with the western right -oh -way line of Caswell Street.
j D W From the above described beginning point runs with the street right-of-way lime north 78' 10' east 66
feet to a pipe; thence north 11' 50' west 150 feet to a pipe; thence south 59' 10' west 197 feet to a
J�j j% pipe in an old fence row; thence with the fence south ti6' east 46.5 feet to an "F' stone; thence same
course continued 10 1. 5 feet to the point of BEGINNING.
BEING the some property described in a Deed from David Floyd, Jr, to Marjorie Clemmons, dated
October 20, 2(1 and recorded In Book 2494 at Page 48 of the Brunswick County Registry.
This property does not include the primary residence of the Grantor,
TO HAVE AND TO HOLD the aforesaid tracts or parcels of land, and all privileges and appurtenances thereto
belonging, to the Grantee In fee simple,

gAl � 1' % page a ofRaaaoo
ANO the Grantor covenants with the Grantee that Grantor is seized of the premises in fee simple, has the right to
convey the some in fee simple; that title is marketable and ftae and clear of ail encumbrances, and that Grantor will warrant
and defend the title against the lawful claims of all persons whomsoever; SUBJECT. HOWEVER, to the following:
Title to the property hereinabove described is subject to the following exceptions: Easements, rights -of -way and
re0ttions of record and ad valorem taxes for the current year and subsequent years.
IN WITNESS WHEREOF, the Grantor has hereunto set her hand and goal, the day and year first above written.
— (SEAL)
Mary rie . Clemmons
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I certify that MARJORIE G. CLEMMONS (nameofprinelpal) personally appeared before me this dayand
(�apsa indicate, by marking oM of the following, the manner of identi&a6on of the pnrocipat.
{ I have personal knowledge of the identity of the principal,
( } I have seen setfsfactory evidence of the principals Identity, by current State or Federal Identification
with the princlpars photograph in the form of a
( ) A credible witness has sworn to the identity of the principal.)
arknowiedged to me that she voluntarily signed the Foregoing document for the purpose stated therein and In the capacity
indicated. (}
Hate:,ram _
f� (p Slgn re otary)r
My commission expires-.
(Notary's printed or typed name), Notary Public
(Official Seal) 4c,
Pfepared by: Elva L Jess, Attomey at Law
P. b, Box )1028, Southport, NC 26461

11II I Jill I III BOOK:4142 PAGE:2 30 �0:0712 n n
• B,aida kl. Clemmoon . Brunnvlck Couuty Register of Deeds
Bseuda kl. Clenu"wu. Biunswkk Counlp Registei ur r)"&
01: QA,��01910:Oi:14.000 NC RNWUE STAMP: a40.00
WARRANTY_ DEED
STATE OF NORTH CAROLINA Drdwriby&MMMto;
Fuss Law Firm, PC
COUNTY OF BRUNSWICK 256-8252 Parcel * 237CA00302
oe
Tli DEED, made thlao`- day of December, 2018, by and between Loverna Joyner Hargrove (widow),
whose address is 701 E, Leonard Street, Southport, NC 28461,1barainafter, whether one or more, referred to as
"GRANTOR,"and 1?d4ter .�, whose address is k2f ralrrl Q_a°-v� hereinafter,
Me -
whether one or more, referred to as "GRANTEE"; wt Ju t � � r Lo
THAT the Grantor, for a valuable COnSid6ratl0n paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these ptesents does grant, bargain, sell and convey unto the Grantee in fee simple all of that
certain parcel of land situated in Southport, Brunswick County, North Carolina, and more particularly described as follows:
SEE Exhibit A attached hereto and incorporated herein by reference. For back reference see
Book 416 at page 438 of the Brunswick County Registry.
This property does not Include the primary residence of the Grantor.
# Thle dead prepared by Michael R. Isenberg, a licensed North Carolina attorney, of 108 E.
Moore St., Southport, NC 28461,without opinion on title. Delinquent taxes, If any, to be paid
by the closing attorney to the Brunswick County Tax Collector upon cilabureament of
cloaing proceeds.
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 Wzed of the premises In fee simple, has the: right
to convey the Sams in fee simple; that title Is marketable and free end clear or all encumbrances, and that Grantor will
warrant and derand the title against the lawful claims of all persons whomsoever: SUBJECT. HOWEVER, to the following,
Submimad 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.

II I! 111 III111111 I I lII 1111�1� 111 II � I BOOK:4142 PAGE:231 1Q:07; 4X0 F
LV:U7;2A,CUV
Faye ? of 3
Bieuda M. Clemmmm. Bri mmick Caunlq Herulster of Nods
Title to the property hereinabove described is subject to the following exceptiona3 Easements, rights -of -
way and restrictions of record; and ad valorem taxes for the current year and subsequent years.
IN WITNESS WHEREOF, the Grantor teas hereunto set her hared and seal, the day and year first above
written.
7 (SEAL)
evema JoyndiWr9rove
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
1,.... "A A. i•'r'en 1 n'4 . a Notary Pubk in and for the State and County afor'esoid, do hereby
certify that Laverne Joyner Hargrove personally appeared before me this day and acknowledged the due and voluntary
execution of the foregoing instrument for the purposes therein set forth,
+� �h
Witness my hand and notarial seal, this the . Q day of December, 201
im -JSQ h�qrNOTARY PUBLIC
My commission expires; a - � '� w') R

III Jill I1 I II 11If BOOK:4142 PAGE:232 iala '000 E
v,g� n or a
Bands AI, Clenu�wirJ, BRIIISWiCk Codify Regivei of Deeds
Exhibit A
131:G1NNING at the sauthwest corner of the land herein convoyed in the eastern line of a 15 foot
alley, which coiner is North 18 degrees 25 minutes East a distance of 225.08 feet and thence
South 64 degrees 00 minutes East a distance of 1.15 feet from the southwest corner of the 9,3 acre
tract, being Tract No. 2 of the Elizabeth Galloway lands conveyed by Margaret Stanley, et al, to
Marjorie Elizabeth Gore Clommons by deed dated June _, 1952, and recorded in Book 107 at
Page 95 of the Brunswick County Registry, to which reference is hereby made for a further
description thereof; thence from said beginning point South 64 degrees 00 minutes Eust 100 feet
to an iron pipe; thence North 18 degrees 25 minutes East 100 meet to unother iron pipe; thence
North 64 degrees 00 minutes West l00 feet to mother iten pipe in the eastern line of 15 foot
alley; thence South 18 degrees 25 minutes West 100 feet along the eastern line of said alley to an
iron pip-, at the point and place of beginning, as shown on a survey recorded in Map Cabinet J at
Page 249 of the Brunswick County Registry. Being a part of Tract 2 of the Eli7abeth Galloway
lands conveyed to Marjorie Elizabeth s;'><ore Clernmow.
Being the same property conveyed to 'William and Leverna Joyner Hargrove in Book 416 at Page
438 of the Brunswick County Re,6dstry-

This oerMas tiiei !raft aft no dalinqusnt ad
vaforam taxes, ivss;, games wrrts or cow
dens which the Branawlck Courrty Tax
Calisctor is charged wkh�voli-§n that . t.
kn on: Pied Num9
ber ._ _ 4 PD07P/
as romted ey this f lrunawiok Courtly
Awsscar's Ctave. TWa Is P* a varOk4* n
toll 0" ytiroel nuntbpt matahm 1ht 60W
Excise Tax: $249.00
9runyuitk County, NC Regl6 er of aead� emom5 PROP
page t a/ 25
/;muff, s5
7a>81 ROY
Cho
Refund cloth i',._ �plrmmt— —
q Poribna a1 dooumsnt ars illeplble dr10 tv Oonditbn
at Ork�an91. n�
G Document adntains saaaa vwmed by nHyV ea
knslr'JMO 11 that can= De MprvduCed of CvNlea,
Brenda A. Cle— ktpilter of aeedu
01-22-2919 M32:5%.090 Srumvlek County, NC
NC RSVENUE STRMP; $242.00 0615678j
NORTH CAROLINA WARRANTY DEED
STATE OF NORTH CAROLINA Tax ID No.: 237DF00701
COUNTY OF BRUNSWICK
Prepared by and Return to: Fuss Law Firm, PC
Brief description for the Index; 2.49 Acres
THIS DEED, made this _ day of December, 2018, by Arlon Johnson, unmarried,
Janice Kyser, unmarried, Alva Vereen, unmarried, LaDevoyla Rogers, unmarried, Flossie
Smith and Wilbur Smith, her husband, Ada Vereen Marlow and Charlie Marlow, Jr., her
husband, Clifford Vereen and Jane Smith Vereen, his wife, Thelma Johnson,
unmarried,Toni Randolph, unmarried, Peggy Randolph, unmarried Willie Randolph, Jr, And
Judith Randolph, his wife, Douglas Johnson, unmarded,Joe Nathan Vereen and Betty
Vereen, his wife, Perry Johnson, unmarried, Deborah Smith and Urban Smith, her
husband, Jonathan Johnson and Janice Ruth Johnson, his wife, Linda Johnson,
unmarried, Delores Darden and Dennis Darden, her husband, Sharon Johnson, unmarried,
Paul Johnson, unmarried, Gloria Jones and Henry L. Jones, her husband, Mary Ruff
Shamsid-Deen and Jameel Shamsid-Deen, her husband, and Catherine Johnson Ford.
unmarried, the foregoing being all of the living Heirs of Annie Vereen, Grantors, to
Hoosier Daddy, LLC, Grantee, 6025 Tarin Road, Wilmington, NC 28409;
That said Grantof, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has bargained and sold, and by these presents does grant,
bargain, sell and convey unto the Grantee in fee simple, all that certain lot, tract, or parcel
of land situated in the County of Brunswick and State of North Carolina, and more
particularly described as follows:

mfsz5El111111111111111111111111111111111�P�6�o9irof eft e
BEGINNING at an iron pipe at the corner of tract number four runs thence South
12.25 West 700 ft. to an iron pipe at the corner of tract number two. Thence South 70 East
190 ft. to an iron pipe. Thence North (91/2) . Nine and one half degrees East 700 ft. to an
iron pipe in the South line of tract number four. Thence with said line North 70 West 128
ft. to the beginning containing (1 213) one and two thirds acres more or less. This being
a division of the Amy Burton Estate in Smithville Township on Cottage Branch of division
No. (1).
The property hereinabove described was acquired by Grantor by instrument
recorded in Book 30, Page 289.
All or a portion of the property herein conveyed does not include the primary
residence of a Grantor_
TO HAVE AND TO HOLD the aforesaid lot, tract, or parcel of land, and all privileges
and appurtenances thereto belonging to the said Grantee in fee simple; subject, however,
to the exceptions, reservations and conditions herein referred to.
And the Grantor covenants with the Grantee, that Grantor is seized of said premises
in fee and has the right to convey in fee simple; that the title is marketable and free and
clear of all encumbrances; and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except for the exceptions hereinafter stated_
Trtte to the property hereinabove described is subject to the following exceptions:
(a) subject to County and Local Zoning Ordinances; (b) subject to standard easements for
utilities; (c) restrictive covenants of record, if any; (d) taxes for current year.
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.
The following signature pages contain the signatures of all the current living heirs
of ANNIE VEREEN, which are Grantors in this conveyance.
IN WITNESS WHEREOF, the said Grantor have hereunto set their hand and seal,
or if corporate, has caused this instrument to be signed in its corporate name by its duly
authorized officers and its seal to be hereunto affixed by authority of its Board of Directors,
the day and year first above written.

II1111IIIIII IIIIIIIIIIII IIIIIIIIIIII 00K:4142 PacE34 r 0,zZgoUa
umdu x, cloy--0.--L ccuur xmi— ore-d, raw• t or 37
umd, v. cJnm,an. u�n,usd cnm�sr xmiva nl n..d,
OVO4-4L71t:t}•o.4MI HC RtYBIUE LT WI/: $100.00
NORTH CAROttNA QENERAE_WARFtANTY DEEP?
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK Tax ID No.: 237 OF 005
Excise Tax:_$300.00
Prepared by and Return to; truss Law firm, P.L. Drawn by&rcturntu:
No Tale Examination or Certification tress uw i,ian, PG
256-8252
Brief Description for the index: 2,83 Acres Southport
This Deed, made and entered this the _ day of August, 2018 by and between Michael
Clemmons and Andrea Glemmons, his wife, Alfred@ L Pender and James Pander, her husband,
Eva Virginia Whitehead Holmes, unmarried, Barbara Jean Whitehead Hawkins, unmarried,
Maggie Whitehead Neal and Steven Purefoy, her husband, Mel Whitehead, unmarried, Yvonne
Whitehead, unmarried, Detricia Whitehead Knight and Ernest Knight, her husband, Joyce
Whitehead Vanseters, unmarried, Rachel Whitehead, unmarried, Antwen Higgs and Natasha
Puckett, his wife, Adelaide Whitehead Mohammed, unmarried, Thomasina Whitehead Owens
and lames Owens, her husband and Thelma Whitehead, unmarried, GRANTORS, and Hoosier
Daddy, LLC, 6025 Torin Road, Wilmington, NC 29409, herein referred to as GRANTEE;
WITNES5ETH.
That said Grantors, for a valuable consideration paid by the Grantee, the receipt of which
Is hereby acknowledged, have bargained and sold, and by those presents does grant, bargain, sell
and convey unto the Grantee in fee simple, all of their respective Interests (as set forth In the
signature pages below In that certain fot, tract, or parcel of land situated In the County of
BRUNSWICK and State of North Carolina, and more partitularty described as follows:
SFE EXHIBR "A" ATTACHED
Grantors Michael Clammons and Alfred L, Pender acquired their fifty oercerlt interest in the
subject property through the Will of Annie Mae tee. The remaining Grantors are the heirs of
Addle Mae Lee Whitehead and acquired their respective Interests by intestacy upon the death of
Mable tee Short.
Ad or a portion of the property herein Conveyed does,_,__., or does not x Include the
primary residence of a Grantor,
TO HAVE AND TO HOLD the aforesaid lot, tract, or parcel of land, and all privileges and
appurtenances thereto bolonging to the said Grantee In fee simple; subject, however, to the
exceptions, reservations and conditions herein referred to.
And the Grantors covenant with the Grantee that Grantors are seiied of said premises in
fee and have the right to convey In fee simple; that the title is marketable and free and clear of all
encumbrances; and that grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated.
This Instrument prepared by William H. Fuss, a licensed NC attorney. delinquent tiara, If any,
to be paid by the closing attomey to the county tax Collector upon disbursement of funds_
submitted etectronicetly by Fuss Law Firm, PC to compliance with Nonh Carolina statutes gouening recordable d«uments and the
terms of the submitter agreement with the Brunswick County Register of Deeds.

I
!! 11 9lIW;Lut9 r
III
I I� � �'Iil �I1 B-O�K[��42u P,4GEY535 4t-1, k;";: 2.10Pu
Title to the property hereinabove described is subject to the following exceptions: (a)
subject to County and Local Zoning Ordinances; (b) subject to standard easements for utilities; (c)
restrictive covenants of record, if any; (d) taxes for current year.
The designation Grantor and Grantee as used herein shall Include said parties, their hairs,
successors and assigns, and shall Include singular, plural, masculine, feminine or neuter as
required by context,
IN WITNESS WHEREOF, the $aid Grantors have hereunto set their hand and seal, or, if
Corporate, has caused this instrument to be signed in its corporate name by its duly authorized
officers and Its seal to be hereunto affixed by outhorlty of its Board of Directors, the day and year
first above written.
�i#LaGlt (SEAL) , J(SEAL}
Michael Clem ns Andrea Clemmons
(SEAL) (SEAL)
Alfred . PenderAmes Pender
[SEAL (SEAL)
Maggle Whitehead Blzzeli Steven Purefoy
�(SE4LI �C11t .'isl AC)
Eva Virginia Whitehead Hoimes Barbara Jean Wh ehead Hawkins
(SEAL) (SEAL)
Met Whitehead Detricia Whitehead
(SEAT,) tSEAL)
Yvonne Whitehead Joyce Whitehead Vanseters
(5EAL) (SEAL)
Rachel Whitehead Antwan Higgs f/k/a Antwan Whitehead
(SEAL) (SEAL)
Natasha Puckett Thomasina Whitehead Owens
(SEAL)
Thelma Whitehead
(SEAL)
Adelaide Adelaide Whitehead Mohammed
( (SEAL)
Jamas Owen
SEAL)
HILLIAM HOLMES

III I Jill III II III 800K:4142 PAGE:547 11"J"2019 F
3'i:33:2u Uvn
Pap[ 1J a� 17
6niA,e7. Klnir+iMAS.6+nu+vk4 C�+ittgpeglAnelOmis
ATTACHIMNT
That ODUn 0laator pamd of land desoibW in Book 170 at Page 319+ hOm Flarem Lae, wldaw to EMiom Lee end wife Thelma
Leq mrltairkv 12.d1 scree mae or lees. but EXCEPTING horn said desWpkn lards heretofore cmveM bV FWMnoe Laetfl
WIII12m W. Lee end wits Mantis G. Lea, leaving ftve (5) acres, mom Gr ImA Owned by Elmore Lee at the tlrna O his dean (EstAe
Re of Elmore Lee. fried In Btaden Coca U NO 93f-008).
2016080174
Vvam 11 n 8bwLSowbpwrl NG

AI�LMG
'�awLAND MANAG
Environment
Michael House, PE
Cape Fear Engineering
151 Poole Road, Suite 100
Belville, NC 28451
EMENT GROUP iNc.
a! Consultants
ECN=IVE
MAY 2 1 2019
�Y•=
August 23, 2018
Reference: Soil Borings for Stormwater Assessment for the Proposed Housing Projects
on 1 llh Street, Southport, NC.
Michael:
On Tuesday, August 10, 2018, Land Management Group, Inc. evaluated the
proposed stormwater areas for the proposed construction of two residential projects
located on 11`}' Street in Southport, NC. The first project site is located on the west side
of 1 lth 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.
. r
•ter=.f9ORE K7'....... x�
� Ir
F1 � M •- j Li '
i a � �lti, � ,a •a sr n A n a �•4: � ... 3i ,. S .
q" F
•-.:BORE 81
,
Figure 1

� ' • ' W
i
'�
i
.. �1•I ��
1'

ELEVENTH STREET
L___i
w\�
11 W M STREET
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
cturnergImgroup.net .
Sincerely,
2

G. Craig Turner
Vice President
Land Management Group, Inc
3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403
910-452-0001: Office
910-452-0060: FAX
910-620-1137: Cell
cturner@ lmgroup.net
N.C. Licensed Soil Scientist, 41091
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

Appendix A
Soil Map

Soil Map --Brunswick County, North Garotlna
11th Street Projects
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in A01
Percent of AOi
130
Bohickel Sissy clay loam
0.0
0.0%
Lo
Leon One sand
6.1
4.7%
Ma
Mandarin kne sand
14.2
10.8%
Tm
Tomahawk loamy fine sand
50.3
36.3%
Wag
'Nando fie sand, 0 to 6
percent slopes
60.3
46.0%
WCIB
Wando-Urban land complex, 0
to 6 peftem slopes
0.2
0.2%
Totals for Area of Interest
131.3
100.0%

Appendix B
Soil Profile Description

TABLE ONE:
111T" STREET; MULTI -FAMILY PROJECT
STORMWATER CONTROL MEASURES BORINGS
BORING #
HORIZON:
DEPTH
COLOR
EW IOWT
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY P
SB-1
A
0-12
10YR 213
loamy sand
single grained
loose
non -plastic
SB-1
BG
12-16
10YR 4/1
sand
single grained
loose
non -plastic
SB-1
BH1
16-29
10YR 3/1
—sand/loamy sand
single arained
loose
non -plastic
SB-1
BH2
29-48
10YR 2/1
30/26
sand/loamy sand
single arained
loose
non -plastic
SB-1
CG
48-60
10YR 611
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 413, 7/3
loamy sandlsand
single grained
loose
non- lastic
SB-2
A
8-15
10YR 412
loamy sand/sand
single grained
loose
non -plastic
SB-2
E
15-21
10YR 811
sand
single grained
loose
non -plastic
SS-2
BH1
21-34
10YR 312
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 512
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, 411
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 414
loamy sand
single grained
loose
non -plastic
SB-3
BT1
42-62
10YR 616
sand/loam sand
single grained
loose
non -plastic
SB-3
BT2
62-65
10YR 7/2,714
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.
11 STREET; SINGLE FAMILY PROJECT
SB-1
A
0-1
10YR 812, 411
loamy sand
single grained
loose
non -plastic
SBA
BA
1-7
10YR 5/3
loamy sand
single grained
loose
non-pjastic
SBA
BW1
7-42
10YR 5/6
loamy sand
single grained
loose
non -plastic
SBA
BW2
42-58
10YR 518
loamy sand
single grained
loose
non -plastic
SB-1
BW3
58-64
10YR 516, 6/8
56158
loamy sand to sand
single grained
I loose
non -plastic
Bof i ng terminated at 60".
Physical Water: >58" on 08-14-2018
SHWT: >56"
SB-2
A
0-6
10YR 412, 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, 416
30/32
loamy sand
sin ie 2rained
loose
non -plastic
SB-2
BW3
31-40
10YR 5/3, 618
loarnX sand
single qrained
loose
non -plastic
Boring terminated at 40" due to slou h.
Physical Water. >32" on 08-14-2018
SHWT: >30"
SB-3
A
0-8
10YR 4/1, 612
sand
single grained
loose
non -plastic
SB-3
E
8-14
10YR 6/2
sand
single grained
loose
non -plastic
SB-3
13H1
14-21
10YR 3/1
sand
single grained
loose
non -plastic
SB-3
131­12
21-31
10YR 4/1
26/26
loamy sand
single grained
loose
non -plastic
Boring terminated at 31" due to slou h.
Physical Water: >26" on 08-14-2018
SHWT: >26"
SB-4
A
0-6
10YR 812, 4/1
loamy sand to sand
single grained
loose
non -plastic
SB-4
BA
6-11
10YR 513
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, 416
loamy sand to sand
single grained
loose
non -plastic
SB-4
BW2
40-60
10YR 512, 4/4
36/36
loamy sand
single grained
loose
non -plastic
Bo ri n2 terminated at 60".
Physical Water: >36" on 08-14-2018
SHWT: >36"

TABLE ONE: 11"' STREET; MULTI -FAMILY PROJECT
STORMWATER CONTROL MEASURES BORINGS
BORING#
HORIZON:
DEPTH
COLOR
EWTIOWT
(1n.)
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
PERMEABILITY
{Inlhr)
SB-1
A
0-12
10YR 213
loamy sand
single grained
loose
nor -plastic
6-10
S13-1
BG
12.16
10YR 411
sand
single grained
loose
nor -plastic
6-10
SB-1
8H1
16-29
10YR 311
sandfloamy sand
sin le Qraired
loose
non -plastic
4-8
S13-1
BH2
29.46
10YR 211
30126
sandfloarny sand
single grained
loose
non -plastic
2-4
SBA
CG
48-60
10YR 611
sand
single Qraired
loose
non -plastic
2-4
Boring terminated at 60'.
Physical Water: >26" on 08-14-2018
SHWT: >30"
SB-2
Fill
q 8
IOYR 413. 713
loamy sandlsand
single grained
loose
non -plastic
2-4
S13-2
A
8-15
10YR 412
loamy sandlsand
single grained
loose
4-6
S13-2
E
15-21
10YR Bit
sand
single grained
loose
-.non-plastic
non -plastic
12,16
S13-2
SH1
21-34
10YR 312
loamy sand
single grained
loose
non -plastic
6-8
SB-2
BH2
34-48
10YR B11,7723/1
34140
loamy sand
single gremd
loose
non -plastic
6-8
SB-2
CG
48-60
10YR 512
sand
single grained
loose
non -plastic
10-14
Boning terminated at 60'.
Physical Water: >40" on 08-14-2018
SHWT: >34"
SB-3
A
0-4
10YR 811. 411
sand
single grained
loose
non -plastic
2-4
SB-3
BW1
4-11
10YR8l1
sand
single grained
loose
non -plastic
4-6
SB-3
BW2
11-22
10YR W4
sand
single grained
loose
non -elastic
>6
SB-3
E
22.42
10YR 414
loamy sand
single grained
loose
nor -plastic
>3.98'
SB-3
BT1
42-62
10YR 6/6
sandlloamy sand
single grained
loose
non -plastic
4-6
SB-3
BT2
62-65
10YR 712,714
62164
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.
11STREET; SINGLE FAMILY PROJECT
SB-1
A
0-1
10YR 812, 411
loamy sand
single grained
loose
non -plastic
4-6
SB-1
BA
1-7
10YR 513
loamy sand
single grained
loose
non -plastic
6-8
SBA
BW 1
7-42
1OYR 516
loamy sand
single grained
loose
non -plastic
10-14
SBA
BW2
42-58
10YR 518
loamy sand
single grained
loose
non -plastic
14-18
SB-1
BW3
58-64
10YR 516, 618
56158
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
A
0-6
10YR 4/2. 712
sand to loamy sand
single grained
loose
non- lastic
4-6
SB-2
BA
6-12
1OYR 8414
sand to loamy sand
single grained
loose
non -plastic
4-6
SB-2
BW 1
12-23
10YR 513
sand to loamy sand
single grained
loose
non -plastic
6-10
SB-2
BW2
23-31
10YR 513, 416
30132
loamy sand
single grained
loose
non -plastic
6-10
S8-2
BW3
31.40
10YR 513, 618
loamy sand
single grained
loose
non -plastic
6-10
Bonng terminated at 40" due to slou
h.
Physical Water >32" on 08-14-2018
SHWT: >30"
SB-3
A
0-8
10YR 411, 612
sand
single grained
loose
nor -plastic
4-6
S3-3
E
a-14
10YR 612
sand
sin le rained
loose
nor -plastic
6-10
SB-3
BH1
14-21
10YR 311
sand
single grained
loose
non -plastic
2-4
SB-3
BH2
1 21-31
1 10YR 40
26l26
loamy sand
single grained
loose
non -plastic
3.6
Boring terminated at 31"due to slou h.
Physical Water: >26" on 08-14-2018
SHWT: >26"
SB-4
A
0-6
10YR 812. 411
loamy sand to sand
single grained
loose
non -plastic
4-6
SB-4
BA
6-11
10YR 513
loamy sand
single grained
loose
Pon -plastic
6.10
SB-4
E
11.28
10 YR 613
loamy sand
single grained
loose
non -plastic
6-10
SB-4
BW 1
28-40
10YR 513, 416
loamy sand to sand
single grained
loose
non -plastic
10-14
SB-4
BW2
40-60
10YR 512.414
36136
loamy sand
single grained
loose
non -elastic
4-8
Boring terminated at 60'.
Physical Water: 536" on 08-14-2018
SHWT: >36'

Burd, Tina J
From: Burd, Tina J
Sent: Monday, June 3, 2019 11:31 AM
To: [e-mail]; [e-mail]
Subject: SW8 190511 - West Eleventh Street Single Family
Attachments: SW8 190511 - West Eleventh Street Single Family.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) completed
their review of the Express Stormwater Permit Application for the subject project. Attached is the cover letter and
permit issued on May 31, 2019 that will be mailed separately, along with any other supporting documents.
Please direct any questions to your reviewer.
DO NOT RESPOND TO THIS EMAIL
Best Regards,
Tina Surd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Hall, Christine
From: Michael House <michae![e-mail]>
Sent: Friday, May 31, 2019 8:58 AM
To: Hall, Christine
Cc: Weaver, Cameron
Subject: [External] RE: West 11th Street SF, SW8 190511
Attachments: SW8 190511-Supplement.pdf
c Externalrernar! Dotnot'elick Irnks oY open`attacliments unless:you venrfjr; Send,ali'suspicious emarl as an,attachme
T"nt to
n„ ,�wr> k a 4 ,"'T$'
r� orta are' nc. ov.o�� S :M.
Christine,
Attached is a revised supplement to address issues number 2 and 3 below.
Please revise the forebay bottom elevation to 4' as per design on plan sheets CG102 and CG104,
Please let me know if anything else is needed at this time.
Thank you,
Michael House, P.E.
CAPE FEAR
ENGINEERING
Michael.house oDcaoefearenaineerina.com
PH: 910.383.1044
151 Poole Road, Ste. 100 1 Belville, NC 1 28451
From: Hall, Christine[mailto:[e-mail]]
Sent: Thursday, May 30, 2019 2:59 PM
To: Michael House <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: West llth Street SF, SW8 190511
Michael,
I have had a chance to look at the sdbmittal for this project and found just a few items that need clarification:
1. On CG102 and CG401, the forebay bottom is listed as 6 instead of 4. Would you like to print two new sheets that
list this elevation as 4 or would you rather give me permission to change this elevation on the plans?
2. On the supplement, the 3'� #2 of wet pond MDC lists the bottom elevation of the permanent pool as 7.5 ft
instead of the proposed bottom / top of sediment elevation of 2 ft. Please correct.
3. On the supplement, the 6"'tt5 of wet pond MDC lists the cleanout depth as 54 in. The supplement is intended to
document the design condition of the wet pond. In this item, please report the provided sediment storage,
which appears to be 12 inches.
Please let me know how you'd like to handle the change to the plan sheets. The revised supplement can be emailed to
me.
Thanks!
Christine Hall
Environmental Engineer

Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Duality
910 796 7215 office
910 796 7335 direct
christine, hall(c2ncden r. qov
127 Cardinal Drive Ext,
Wilmington, NC 28405
h. J}Othing Compares
NFL
Email correspondence toland from this address is subject to the
North Carolina Public Re orris Law and may be disclosed to third parties.

Hall, Christine
From:
Hall, Christine
Sent:
Thursday, May 30, 2019 2:59 PM
To:
Michael House
Cc:
Weaver, Cameron
Subject:
West 11th Street SF, 5W8 190511
Michael,
I have had a chance to look at the submittal for this project and found just a few items that need clarification:
I. On CG102 and CG401, the forebay bottom is listed as 6 instead of 4. Would you like to print two new sheets that
list this elevation as 4 or would you rather give me permission to change this elevation on the plans?
2. On the supplement, the 3" 42 of wet pond MDC lists the bottom elevation of the permanent pool as 7.5 ft
instead of the proposed bottom / top of sediment elevation of 2 ft. Please correct.
3. On the supplement, the 6`'' 45 of wet pond MDC lists the cleanout depth as 54 in. The supplement is intended to
document the design condition of the wet pond. In this item, please report the provided sediment storage,
which appears to be 12 inches.
Please let me know how you'd like to handle the change to the plan sheets. The revised supplement can be emailed to
me.
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
N
Nothing Compares --,..
w
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Hall, Christine
From. Michael House <[e-mail]:
Sent: Tuesday, May 21, 2019 12:05 PM
To: Hall, Christine
Subject: lExternall Southport Single Family Revisions
Attachments: O&M Revised Sheet.pdf; Pond H1-Supplement Sheet.pdf; SSW-SWU-101-Application-
Page 3.pdf
a External email Do notclick links or open attachments unless you verify. Send all suspicious email as an attachment to `
Christine,
Per comments at the express submittal meeting this morning, please find the revised documents attached.
Attachments include:
• Revised O&M with forebay and main pooi depth appropriately listed.
• Revised total BUA on supp#ement to match calculations
• Revised total BUA in drainage area table on page 3 of Stormwater Application
Please let us know if you have questions during the review.
Thank you!
Michael House, P.E.
CAPE FEAR
ENGINEERING
Michaei.housee.caoefearenaineerina.com
PH: 910.383.1044
151 Poole Road, Ste, 100 1 Belville, NC 1 28451
0

CAPE FEAR
ENGINEERING
151 Poole Rd.,5uite 100, BeMge, NC, 28451
TEL [phone], FAX [phone]
www- cape fearengineering. c:om
To
JNCDEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: I Ms. Christine Hall
Transmittal
Date: May 21, 2019
File: 440-021 "36"
Subject: West 111h Street Single Family
Southport, NC
Express Stormwater Permit
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review 1 Action 1 Approval
Quantity
Drawing No.
Description
1
Original
$4,000 Express Application Fee
2
Orig. &
Copy
Stormwater Management Application
1
Copy
Property Deeds
1
Copy
Corporation Documentation
1
Copy
Draft Deed Restrictions
1
Copy
Stormwater Narrative and Calculations
1
Copy
Wet Detention Basin Supplement 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: 444-021 "36" Signed:
Michael House, P.E.
Received By:
Date:
PM40-00 H & H HoMeSW40-021 Southpon W. SF Eng1ADMIMSTORMINCDEQ PermitMn6al PeffM 2019-05 TRANS-NODEQ.doc

For DEO Use ONLY
Reviewer:_
North Carolina Department of Environmental Quality /��h
Request for Express Permit Review sub -it: "� 0 1
Time, G
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
acp kage of the project location. Please include this form in the application package.
• Asheville or Mooresville Regions -Alison Davidson 828-296-4698;alison.davidson(uncdenr.gov Provided Existing Permits
g related to this Proiect
• Winston-Salem, Fayetteville or Raleigh Regions -David Lee 919-791-4204; david.lee(c)ncdenr.gov -�
• Washington Region -Lyn Hardison 252-948-3842 or 1yn.hardison(@ncdenr.gov SW
• Wilmington Region -Cameron Weaver 910-796-7265 or cameron. weav2!2ncdenr.gov S� J
j�!
NOTE: Project application received after 12 noon will be stamped in the following work day. NPDESi ��
Cri
NPDES
Project Name: W. ELEVENTH STREET SINGLE FAMILY County: BRUNSWICK WQ
Applicant: JACK CARLISLE Company: HOOSIER DADDY, LLC Wo
Address: 6025 TARIN ROAD City: WILMINGTON, State: NC Zip: 28409 _ E&S i
Phone: [phone], Fax: _ _ , Email: [e-mail] E&S
Physical Location:APPDX, 400' SE ON W. 11T" ST. FROM THE INTERSECTION OF N. CASWELL AVE Other
Project Drains into COTTAGE GREEK 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 A mile and draining to class SA wafers N or within 1 mile
and draining to class HQW waters? N
EngineerlConsultant: MICHAEL HOUSE, RE Company: CAPE FEAR ENGINEERING INC, ECEIVE
Address: 151 POOLE ROAD, SUITE 100 City: BELVILLE, State: NC Zip: 28451-_
Phone: [phone], Fax: [phone], Email: michael.house@capefearengineenn_q.com APR 2 20
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$ # JOBS By
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: — # of stream tails — Please attach TOPO map marking the areas in questions
❑ IntermittenuPerennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swaies ElOff-site[SW (Provide permit #)]
® High Density -Detention Pond i # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD: El Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ 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 scooina and express meeting request
Wetlands on Site ®,Yes ❑ No Buffer Impacts: ❑ No ® YES: 0 3acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ® Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process wl US ACOE: ® Yes ❑ No Permit
Received from US ACOE ❑ Yes ® No
For DEQ u c oWv
Fee Split for multiple permits:(Check# 1 Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LID, ❑ Gen)
$
401: 1
1
$
LQS
$
Stream Deter,_
$
NCDEQ EXPRESS August 2018

UU

DESIGN NARRATIVE
I.GENERAL:
The West Eleventh Street Single Family project is a proposed residential development located in
Brunswick County, North Carolina in the vicinity of the intersection of West I 1 th 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:
On the northern portion of the site, topography generally drains from west to east with Cottage Creek
running the northeastern edge of the property. The southern portion of the site generally drains from
south to north to an unnamed tributary of Cottage Creek? 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. This delineation has not yet been approved by the
USACOE. Wetland approval is being performed by another consultant.
An isolated wetland has been delineated on the western portion of the property and is proposed to be
filled. Permitting of this wetland fill is being performed by another consultant. Additionally, LMG
has identified an un-named tributary that bisects the site and drains to Cottage Creek. This tributary
has been considered jurisdictional waters of the U.S (relatively permanent waters). Buffer impacts
are proposed to provide for a roadway and utility crossing with installation of a culvert. Permitting of
these impacts will be performed by another consultant.
3. PROPOSED DEVELOPMENT:
The proposed development will be a high density residential development. The project will consist
of 44 single family lots (please note there is no lot #I). Proposed infrastructure includes pipe
collection systems and treatment pond, streets with curb and gutter, and utilities. No grading is to
occur within the limits of the wetlands and a 50-ft impervious buffer has been maintained along
all identified perennial streams and areas considered to be jurisdictional waters of the US.
4. DRAINAGE CONSIDERATIONS:
Drainage on the site will sheet flow primarily to stormdrain inlets within asphalt areas in the
roadway. From there, the drainage will be piped to a Stormwater Treatment Pond in accordance
with NCDEQ Stormwater regulations. The stormwater runoff will be treated by proposed
Stormwater Pond # I (Sediment Basin # 1 during construction).

Stormwater
Management Design Narrative
For
NCDEQ Express Stormwater Permitting Narrative
Subject:
WEST ELEVENTH STREET SINGLE FAMILY
CITY OF SOUTHPORT
Brunswick County, North Carolina
Prepared for:
HOOSIER DADDY, LLC
6025 Tarin Road
Wilmington, NC 28409
Date: April 2019
Prepared by:
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, North Carolina 28451
[phone]
NC License No. C-1621

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.
G. 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.

SITE NOTES:
'a
---------------- ---- --- ------------- L
- - - - - - - - - - - - - - - - - - - ;
-ILI
WEST ELEVENTH ST,
ow
q'i
I v
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OWNERIDEvELORL
HOOSICA DADDf. LLC
C' GM TARIN ROAD
SITE DATA LPANGTON. NC 2b499
PHONE: [phone]s5030
Mll.c PIO
IOTAL LOTS PROPOSED
AVERAGE L07 SIZE', ?MS,
�QITOT AIIIA 13Q-.L.
P�� tP�E REM CAPE FEAR
ENGINEERING
PER z D 10 -OE�.j
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I.
m SF�E REDO-2 ZI �PE
mm­uou=0PLN SPACE
PROVIDED I To ACRES
D �D
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PROFUSE. U�
HOOSIER 1) O'l, LLC
SMJTHVILLE Trip.
m EIRUNSMCK CO., SOUTHPORT. NC
WEST NINTH ST.
OVERALL SITE
— ------------
ZZ21

Weaver, Cameron
From: Michael House <[e-mail]>
Sent: Monday, April 22, 2019 1:41 PM
To: Hall, Christine
Cc: Weaver, Cameron; Matt Haley
Subject: [External] Express Request-W. 11 th Street Single Family
Attachments: REQUEST FOR EXPRESS form FINAL.pdf; Stormwater Management Design Narrative.pdf;
W.1 1TH-SF-EXHIBITS.pdf
Christine,
The plans for the West Eleventh Street Single Family project in Southport have been revised to address the land
ownership issues identified in the previous submittal and we would like to schedule an express meeting to permit the
revised plan.
Please find the necessary documents attached and let us know your availability to meet and review the project.
Thank you,
Michael House, P.E.
CAPE FEAR
ENGINEERING
Michael. houseAcapefea rengi neering.corn
PH: 910.383.1044
151 Poole Road, Ste. 100 1 Belville, NC 1 28451

f
n
Q0

STORMWATER MANAGEMENT PLANS
m
161v
CLUSTER DEVELOPMENT
Southport, North Carolina
r c) .1
ABBREVIATIONS INDEX
COVER
ADA AMERICAN DISABILITY ACT
co CLEANOUT C-001 INFORMATION SHEET
CL CENTERLINE
...... . . . . . . L
7- J��
D.E DRAINAGE EASEMENT VF100 EXISTING CONDITIONS AND DEMOLITION PLAN
DIP DUCTILE IRON PIPE A
%A
S�
ESMT. EASEMENT
'N
EX. EXISTING CS101 OVERALL SITE PLAN
EXT.
EXTENSION
FES FLARED END SECTION
CG100 DRAINAGE AREA AND IMPERVIOUS ALLOCATIONS
77-
FIRE HYDRANT PROJECT FH
FORGEMAIN FM
0:
• CG101 STORMDRAIN PLAN
GV GATE VALVE AND BOX
LOCATION
HI HIGH
is JUNCTION BOX
CG102 GRADING PLAN
LINEAR FEET LF U�
LO LOW
SN
MAX. MAXIMUM JAC, SN CG401 STORMWATER POND #1 DETAILS
M'C MAP CABINET NN
-ELECTRICAL-PLUMBING MECHANICAL MEP pos
D-501 SITE DETAILS
V-
MIN, MINIMUM LO14
\N
NCDEQ NORTH CAROLINA DEPARTMENT OF
eOp 4Ge ENVIRONMENTAL QUALITY & GS, D-505 STORMDRAIN DETAILS
NDB NYOPLAST DRAINAGE BASIN •
PG PAGE \N -
ROW RIGHT OF WAY
SD W.
STORMDRAIN WEST ST. XA
SEP. SEPARATION
SR STATE ROAD 0
SS SANITARY SEWER ^Ab SOUTHPORT
SSMH SANITARY SEWER MANHOLE
STA. STATION MARINA
SW STORMWATER
TYP' TYPICAL
U.E. UTILITY EASEMENT ZONING MAP VICINITY MAP
%AIL WATERLINE
NOT TO SCALE NOT TO SCALE
ECEIVF-
MAY 2 1 2019
BY:
C AV,
E N G I N E E R I N G
A
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone] ISSUED FOR
REGULATORY REVIEW
www.capefearengineering.com
N.C. LICENSE # CDATE
-1621

9
0
co
km
a
0
CIVIL GENERAL NOTES:
1, ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF SOUTHPORT DEVELOPMENT REGULATIONS AND STANDARDS.
2. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATION, VERIFICATION, SUPPORT AND PROTECTION OF ALL ABOVEGROUND AND UNDERGROUND
UTILITIES TO REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT DRAWINGS. ANY CONFLICTS OR
DISCREPANCIES SHALL BE BROUGHT TO THE OWNER'S AND ENGINEER'S ATTENTION IMMEDIATELY.
3. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT, UTILITIES, AND OTHER PROPERTY
UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE
CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR TO THE OWNEF;V$ SATISFACTION AT NO ADDITIONAL EXPENSE
TO THE OWNER.
4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND
LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS
OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLINA LICENSED LAND
SURVEYOR AT THE CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS CONTRACT SHALL NOT IMPACT THE
OPERATION OF ANY ADJACENT PROPERTIES.
6- CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SERVICES, INCLUDING FIRE
HYDRANTS, REMAIN OPERATIONAL DURING CONSTRUCTION,
7. THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND STAGING AREAS USED BACK TO THEIR ORIGINAL
CONDITION. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
8. THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE THAT EXISTING PAVEMENT SURFACES
ARE NOT DAMAGED FROM TRACKED CONSTRUCTION EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WHEN EQUIPMENT
IS BEING MOVED DURING AND AFTER WORK IS BEING CONDUCTED. CONTRACTOR SHALL REPAIR ANY PAVED AREAS
DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE OWNER.
9. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE KEPT CLEAN AT ALL TIMES. DO NOT
ALLOW BUILD UP OF SOIL, MUD, DUST OR OTHER DEBRIS.
10. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING TO COMPLETE THE WORK.
11. ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET ARE FOR REFERENCE ONLY. CONTRACTOR MUST
VERIFY ALL MATERIAL QUANTITIES SHOWN,
12. SEE SHEET CS101 FORADDITIONAL SITE SPECIFIC NOTES.
EXISTING CONDITION AND SURVEY NOTES:
1. ALL HORIZONTAL DATUM IS BASED ON NAD 83 NORTH CAROLINA STATE PLANE US FOOT AND VERTICAL DATUM IS BASED
ON NAVO 88.
2. THE UTILITIES, SITE FEATURES AND ONSITE TOPOGRAPHY SHOWN IN THESE CONSTRUCTION DRAWINGS HAVE BEEN
LOCATED FROM FIELD SURVEY INFORMATION PERFORMED BY CAPE FEAR ENGINEERING, INC. BETWEEN JUNE 14, 2018 AND
JULY 9, 2018.
3. ALL DISTANCES ARE GROUND HORIZONTAL & IN FEET UNLESS OTHERWISE NOTED,
4. INFORMATION SHOWN ON ADJACENT LOTS TAKEN FROM SURVEY BY CAPE FEAR ENGINEERING, INC. AND/OR FROM DESIGN
DRAWINGS AND IS FOR REFERENCE ONLY.
5. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES AND SITE FEATURES SHOWN COMPRISE ALL UTILITIES AND
SITE FEATURES IN THE AREA EITHER IN SERVICE OR ABANDONED. CAPE FEAR ENGINEERING, INC. FURTHER DOES NOT
WARRANT THAT THE UTILITIES AND SITE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED. CAPE FEAR
ENGINEERING HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES,
6, WETLAND HAVE BEEN DELINEATED ON -SITE BY LAND MANAGEMENT GROUP, INC_ AND SURVEYED BY CAPE FEAR
ENGINEERING, INC. THIS DELINEATION HAS NOT BEEN APPROVED BY THE USACOE. THIS APPROVAL SHALL BE OBTAINED BY
ANOTHER CONSULTANT PRIOR TO CONSTRUCTION,
7. THERE IS AN ISOLATED WETLAND ON -SITE PROPOSED FOR FILL THAT EXCEEDS 0.1 ACRE. THIS PERMITTING IS TO BE
PREFORMED BY ANOTHER CONSULTANT PRIOR TO ANY DISTURBANCE IN THIS AREA OF THE SITE. FINAL LIMITS OF THE
ISOLATED WETLAND TO BE FILLED ARE STILL PENDING USACOE APPROVAL.
8. SEE SHEET VF100 FOR ADDITIONAL EXISTING CONDITIONS NOTES.
DEMOLITION PLAN NOTES:
1. ALL CONSTRUCTION DEBRIS NOT WANTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
2. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION AND / OR RELOCATION WORK.
ONCE LOCATED IN THE FIELD POSITIVE VERIFICATION BY POTHOLING MAY BE REQUIRED. REPORT ANY CONFLICTS OR
DISCREPANCIES TO ENGINEER IMMEDIATELY.
3, CONTRACTOR SHALL MINIMIZE IMPACT OF TEMPORARY STORAGE OF EXCAVATED SOILS.
4. DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL ITEMS,
INCLUDING ALL EXCAVATED MATERIALS NECESSARY TO COMPLETE WORK WITHIN THIS CONTRACT,
5. IF ASPHALT/CONCRETE DEMOLITION IS REQUIRED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF DEMOLITION OR
NEAREST JOINT TO OBTAIN A CLEAN VERTICAL EDGE.
6. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORMDRAIN FACILITIES SHALL BE PERFORMED IN SUCH A MANNER
THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT INTO
SERVICE, CONTRACTOR SHALL ENSURE THAT STORMDRAIN DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN
12-HOURS AT A TIME. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO MAINTAIN PROPER STORM DRAINAGE
DURING CONSTRUCTION,
7. DEDICATED DEMOLITION AND OTHER WASTE AREASMARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50'
FROM STORMDRAINS OR STREAMS.
8, REMOVE AND DISPOSE OF ALL TREES AND STUMPS AS REQUIRED FOR PROJECT CONSTRUCTION.
9. ALL PIPING INDICATED FOR DEMOLITION TO BE REMOVED UNLESS NOTED FOR ABANDONMENT.
SIGNAGE, STRIPING, AND MARKING NOTES:
1. ANY SIGNAGE FOR THE SITE SHALL BE SUBMITTED FOR APPROVAL BY THE CITY OF SOUTHPORT AT A LATER DATE. NO
SIGNAGE SHALL BE INSTALLED WITHOUT FIRST OBTAINING THE PROPER APPROVALS. CONTACT THE CITY AT
[phone] FOR ADDITIONAL INFORMATION REGARDING SIGNAGE.
2. CONTRACTOR SHALL COMPLY WITH THE CURRENT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, NCDOT ROADWAY STANDARD DRAWINGS, AND THE 2018
NCDOT PROJECT SPECIAL PROVISIONS UNLESS OTHERWISE NOTED.
3, CONFORM ALL SIGNS AND TRAFFIC CONTROL DEVICES TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
(CURRENT VERSION)
4. USE THE COLOR WHITE FOR ALL PAVEMENT MARKINGS AND SYMBOLS UNLESS OTHERWISE NOTED,
5. DO NOT !AGATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH INTO INTERSECTION AREAS.
6. ANY EXISTING PAVEMENT MARKINGS IN THE VICINITY OF THE PROJECT LIMITS THAT ARE DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED OR REPLACED.
7, ARROWS PROVIDED ON PAVEMENT TO SHOW TRAFFIC CIRCULATION ON THE PLANS ONLY AND ARE NOT INTENDED TO
REPRESENT PAVEMENT MARKINGS TO 13E INSTALLED
ADA REQUIREMENT:
1. PER ADA SECTION 4.1.2 (1): AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL BE PROVIDED WITHIN
THE BOUNDARY OF THE SITE FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING SPACES, PASSENGER
LOADING ZONES IF PROVIDED, AND PUBLIC STREETS OR SIDEWALKS, TO AN ACCESSIBLE BUILDING ENTRANCE,
2. PREFERRED LOCATION FOR ACCESSIBLE ROUTE SHALL COINCIDE WITH PEDESTRIAN ACCESS TO RIGHT OF WAY.
OTHERWISE ARCHITECT TO DETERMINE BEST LOCATION TO CONFORM TO SLOPE ALLOWANCES DEFINED BY ADA.
& VERIFY COMPLIANCE WrrH MORE STRINGENT CODES.
GENERAL UTILITY NOTES:
1. WATER SERVICE IS PUBLIC BY CITY OF SOUTHPORT. ALL WATERLINE MATERIALS, CONSTRUCTION AND WORKMANSHIP
SHALL CONFORM TO BRUNSWICK COUNTY AND NCDEQ STANDARDS AND SPECIFICATIONS.
2. SEWER SERVICE IS PUBLIC BY CITY OF SOUTHPORT. ALL SEWER MATERIALS, CONSTRUCTION, AND WORKMANSHIP
SHALL CONFORM TO BRUNSWICK COUNTY AND NCDEQ STANDARDS AND SPECIFICATIONS.
3. A NORTH CAROLINA LICENSED UTILITY CONTRACTOR SHALL PERFORM ALL UTILITY WORK INVOLVED IN CONSTRUCTING
THIS PROJECT.
4. THE MAIN WATER AND SEWER LINES PROPOSED FOR THE PROJECT REQUIRE PERMITTING THROUGH NCDEQ. ALL
INSTALLATION OF UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH PERMITS FROM NCDEQ.
5. THE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH BRUNSWICK COUNTY AND THE CITY OF
SOUTHPORT PRIOR TO INITIATING WORK.
6, CONTRACTOR SHALL ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN TESTED,
CERTIFIED, AND ACCEPTED FOR SERVICE.
7. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINES PRIOR TO THE INSTALLATION OF ANY NEW LINES,
8. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. IF NOT,
CONTRACTOR SHALL ENSURE THAT MINIMUM COVER REQUIREMENTS ARE MET AND THAT UTILITIES ARE ADEQUATELY
PROTECTED.
9. EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL HAND EXCAVATE WHEN
ADJACENT TO EXISTING UTILITIES.
10, CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS AND ENGINEER AT LEAST 72 HOURS BEFORE
CONNECTING TO ANY EXISTING LINE AND/OR BEGINNING UTILITY LINE INSTALLATION,
11. CONTRACTOR SHALL NOTIFY AND RECEIVE APPROVAL FROM THE UTILITY AUTHORITY'S INSPECTORS AND ENGINEER AT
LEAST 10 DAYS PRIOR TO ANY UTILITY DISRUPTIONS.
12. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. ANY DISCREPANCIES SHALL BE BROUGHT TO
ENGINEER'S ATTENTION IMMEDIATELY.
13, THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT MAY BE REQUIRED.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF AND PROVIDING FITTINGS AND CONCRETE THRUST
BLOCKS NECESSARY FOR COMPLETION OF THE SYSTEM.
WATER NOTES:
1. MINIMUM UTILITY SEPARATIONS
SANITARY SEWER - 10-FEET (LATERALLY)
- 184NCHES (VERTICAL - WATER OVER SEWER)
STORM SEWER - 18-INCHES (VERTICAL)
2. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE VERTICAL SEPARATION IS LESS THAN 18" OR WHERE WATER
PASSES UNDER SEWER, THE SEWER AND WATERMNEN SHALL BOTH BE DUCTILE IRON PIPE OR FERROUS MATERIAL FOR
A DISTANCE OF 1 VON EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT CROSSING - NO JOINTS)_
3. ALL WATERLINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER FROM THE ELEVATION OF FINISHED GRADE, OR
SHALL BE DUCTILE IRON PIPE OR FERROUS MATERIAL.
4. ALL WATERLINES SHALT, HAVE A MINIMUM OF 18-INCHES OF SEPARATION BETWEEN THE PROPOSED UNDERGROUND
POWER AND COMMUNICATION LINES. COORDINATE WITH THE SITE ELECTRICAL CONTRACTOR.
5. WHERE A WATERLINE PASSES UNDER A STORM DRAIN PIPE THAT IS GREATER OR EQUAL TO 38" DIAMETER OR LESS
THAN 18-INCHES OF VERTICAL SEPARATION, THE WATERLINE SHALL BE DUCTILE IRON PIPE OR FERROUS MATERIAL FOR
A DISTANCE OF 10' ON EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT CROSSING - NO JOINTS).
SANITARY SEWER NOTES:
1. MAXIMUM SPACE BETWEEN CLEANOUTS ON SERVICE LINES IS 100-FEET. CLEANOUTS SHALL BE PLACED AT ALL VERTICAL
AND HORIZONTAL CHANGES OF DIRECTION.
2. MANHOLES AND CLEANOUTS LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET FLUSH TO
FINISHED GRADE AND BE HEAVY-DUTY TRAFFIC RATED,
3_ MANHOLES AND CLEANOUTS IN UNPAVED AND NON -TRAFFIC AREAS SHALL BE SET AT 1-INCH ABOVE FINISHED GRADE.
4. ALL SEWER LINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER FROM THE ELEVATION OF FINISH GRADE, OR SHALL
BE DUCTILE IRON PIPE OR FERROUS MATERIAL.
5, MINIMUM UTILITY SEPARATIONS: WATER - SEE WATER NOTES ABOVE
STORM SEWER - 24-INCHES (VERTICAL)
6. WHERE SANITARY SEWERS PASS UNDER STORMDRAIN PIPE AND THE VERTICAL SEPARATION IS LESS THAN 24-INCHES,
ENGINEERING SOLUTIONS, SUCH AS DUCTILE IRON PIPE OR BRIDGING SHALL BE PROVIDED TO PREVENT CRUSHING THE
UNDERLYING PIPE.
7, WHERE SANITARY SEWERS PASS OVER STORMDRAIN PIPE AND THE VERTICAL SEPARATION IS LESS THAN 24-tNCHES, THE
SANITARY SEWER SHALL MEET THE MATERIALS, TESTING METHODS, AND ACCEPTABILITY STANDARDS FOR WATER MAINS
(15A NCAC 18C).
STORMWATER AND GRADING NOTES:
1, THE PROJECT WILL REQUIRE A STATE STORMWATER PERMIT ISSUED BY NCDEQ AND APPROVAL FROM THE CITY OF
SOUTHPORT.
2. WETLANDS SHOWN HAVE NOT BEEN APPROVED BY THE ARMY CORPS OF ENGINEERS_
3, ALL RUNOFF FROM IMPERVIOUS SURFACES IS TO BE DIRECTED TO THE STORMWATER COLLECTION SYSTEM-
4. ALL STORMWATER RUNOFF SHALL BE DIRECTED AWAY FROM THE BUILDINGS AND TO THE STORMWATER COLLECTION
SYSTEM.
S. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED UTILITY ADJUSTMENTS AND/OR
RELOCATIONS.
6. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
7. DURING CONSTRUCTION, CONTRACTOR SHALL PERFORM GRADING IN A MANNER AND SEQUENCE THAT WILL PROVIDE
PROPER DRAINAGE AT ALL TIMES.
8. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ALL PROPOSED AND EXISTING PIPES AFFECTED
BY CONSTRUCTION SHALL BE CLEANED OUT TO REMOVE ALL ACCUMULATED SILT AND DEBRIS,
9, UPON COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ACCUMULATED SILT FROM THE PROJECT
CONSTRUCTION SHALL BE REMOVED FROM THE STORMWATER POND,
10. UNLESS OTHERWISE NOTED, ALL STORMDRAIN MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS AND SPECIFICATIONS.
11. LAND MANAGEMENT GROUP INC. HAS IDENTIFIED AN UN -NAMED TRIBUTARY TO COTTAGE CREEK ON THE SITE AND HAS
DETERMINED THIS TO BE RELATIVELY PERMANENT WATERS OF THE US AND SUBJECT TO STATE REGULATION. ROADWAY
AND UTILITY CROSSINGS ARE PROPOSED IN THIS LOCATION. BUFFER IMPACTS SHALL BE PERMITTED BY ANOTHER
CONSULTANT PRIOR TO THE INSTALLATION OF ANY UTILITIES OR CONSTRUCTION OF IMPERVIOUS AREA WITHIN THE
50-FT BUFFER INDICATED ON THE PLANS.
LANDSCAPE/PLANTING NOTES:
1. LANDSCAPING PLAN TO BE PROVIDED AT A LATER DATE.
2, LANDSCAPING PLAN SHALL INCLUDE ANY MONUMENT SIGNAGE, SITE LIGHTING, PLANTINGS AND SEEDING,
IRRIGATION, AS WELL AS DESIGN FOR FENCED RECREATIONAL AREA INDICATED ON PLANS.
3, THE LANDSCAPE CONTRACTOR SHALL OBTAIN ALL LICENSES AND PERMITS REQUIRED FOR THE PERFORMANCE
OF THEIR WORK_
4. ALL PLANT MATERIAL SHALL BE GUARANTEED BY CONTRACTOR FOR A MINIMUM PERIOD OF ONE YEAR FROM DATE
OF COMPLETION AND ACCEPTANCE BY OWNER -
SEDIMENTATION OPERATION & MAINTENANCE NOTES:
1. THE TOTAL AREA OF DISTURBANCE IS 14.44 ACRES.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
3. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY IN ORDER TO KEEP SEDIMENT FROM
BEING TRANSPORTED OFFSITE.
SEQUENCE OF PRELIMINARY LAND DISTURBANCE:
1, PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3, INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, AND SILT FENCE ROCK OUTLETS.
4, INSTALL SEDIMENT BASINS AND SKIMMER DEWATERING DEVICES.
S. TOP SOIL REMOVAL AND STORAGE. ALL ROOTS, STUMPS, OR OTHER DEBRIS SHALL BE REMOVED FROM TOP SOIL
PRIOR TO STOCKPILING_ TEMPORARY DIVERSION DIKES SHALL BE INSTALLED AS REQUIRED SUCH THAT THAT ANY
SEDIMENT GENERATED PRIOR TO COMPLETE INSTALLATION OF THE STORMDRAIN WILL BE DIRECTED TO
SEDIMENT BASINS.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL
EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ALL PERIMETER SWALES AND ALL AREAS WITH SLOPES GREATER THAN 3:1 THAT
ARE TO BE LEFT IDLE FOR MORE THAN 7 DAYS. PLACE TEMPORARY SEEDING ON ALL OTHER DISTURBED AREAS
THAT ARE TO BE LEFT IDLE FOR MORE THAN 14 DAYS.
SEQUENCE OF FINAL LAND DISTURBANCE:
1. INSTALL STORMDRAIN FACILITIES.
2. INSTALL TEMPORARY INLET PROTECTION.
3. REMOVE TEMPORARY SKIMMER BASIN #2 AFTER STORMDRAIN NETWORK#10018 INSTALLED.
4. BRING SITE TO FINAL GRADE.
5. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL
EVENT (0.5" OR GREATER).
B. PLACE TEMPORARY SEEDING ON ALL PERIMETER SWALES AND ALL AREAS WITH SLOPES GREATER THAN 3:1 THAT
ARE TO BE LEFT IDLE FOR MORE THAN 7 DAYS. PLACE TEMPORARY SEEDING ON ALL OTHER DISTURBED AREAS
THAT ARE TO BE LEFT IDLE FOR MORE THAN 14 DAYS,
7, PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER
AND RESEED AS REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
8. AFTER COMPLETION OF CONSTRUCTION AND THE SITE 15 STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT
FROM SILT FENCE AND SEDIMENT BASIN #1 AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL EROSION CONTROL MEASURES.
PAVEMENT NOTES:
1. CONTRACTOR SHALL PROVIDE JOINTS IN CONCRETE WALKS AND DRIVES (CONTRACTION, EXPANSION AND
DOWELED CONSTRUCTION JOINTS) AS REQUIRED TO CONTROL CRACKING.
2. WHERE CONCRETE DRIVES ABUT ASPHALT PAVEMENT, BUILDINGS, OR OTHER STRUCTURE, THE CONTRACTOR
SHALL INSTALL A THICKENED CONCRETE EDGE AND EXPANSION JOINT.
3. ALL PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT NGDOT STANDARDS AND
SPECIFICATIONS.
LEGEND
PROPERTY BOUNDARY
EX, CONTOUR
SETBACK
EX. STORMDRAIN
EX. 8" WATERLINE
EX. GRAVITY SEWER
EX, OVERHEAD ELECTRIC
EX. WATER VALVE
EX. FIRE HYDRANT
EX. SSMH
ADJOINER
SW POND
EXISTING ASPHALT
DIRT ROAD
CONCRETE
BUILDING OUTLINE
CONCRETE SIDEWALK
CURBING
BUILDING NUMBER
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
HIGH/LOW POINT
6" WATERLINE
8" GRAVITY SEWER
DUCTILE IRON PIPE
SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
GATE VALVE
DUCTILE IRON TEE
WATER SERVICE
GRAVITY SEWER SERVICE
STORMDRAIN PIPE
STORMDRAIN INLET
JUNCTION BOX
EASEMENT
.�...l..... � � .sue„-...�
a
INLET PROTECTION
SILT FENCE -- - - - -SF
TOP OF BANK -- - - -- TOP
LIMITS OF DISTURBANCE ■ .....! *m wml_OD�
TEMPORARY CONSTRUCTION ENTRANCE
SILT FENCE ROCK OUTLET
TEMPORARY DIVERSION DITCH
TDD
NOTES:
SEE THIS SHEET FOR GENERAL NOTES AND
LEGEND.
L
issuEo FORJLATORY REVIEW
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 440-021
SCALE: NOT TO SCALE
DATE: MARCH 2O19
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
INFORIVIATION SHEET
I - - r r- _ - _ ,r
I .•) Y , }i i/ i, l�, (,� �"�i;i r f � + 1: .
u I ,. t I l. r 'f r f�, 1 ,•.{ h ff 1 r r , r / ri 1 1 r M+ ,! �1 ,� i it ! S �r r 1 'h /;
PROJECT NUWF_R SHEET NUMBER
440-021 C-001

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0
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EXISTING CONDITIONS NOTES:
1. REFERENCE IS MADE TO THE FOLLOWING:
DEED BOOK 2966 PAGE 1067, DEED BOOK 3336 PAGE 440, DEED BOOK
3451 PAGE 1243, DEED BOOK 161 PAGE 62, DEED BOOK 2039 PAGE 1404,
DEED BOOK 3744 PAGE 1360, DEED BOOK 2983 PAGE 357, DEED BOOK
384 PAGE 174, DEED BOOK 1387 PAGE 1092, DEED BOOK 2645 PAGE 158,
MAP BOOK 100 PAGE 40, MAP BOOK 23 PAGE 193, MAP BOOK 79 PAGE 81,
MAP BOOK 80 PAGE 44, MAP BOOK G PAGE 84, OR AS NOTED HEREON.
2. BASED ON NORTH CAROLINA FLOOD INSURANCE RATE MAP C.I.D.
370028 PANEL # 2096 MAP # 3720219700K DATED A!IrIHST 28 2018
ff
BOGEN MICHAEL R & ERIK D
EDWARDS
D.B. 515. PG. 887
PID:237CA00602
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WELLINGTON
CLEMMONS
CATHERINE ETVIR
MICHAEL
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f(v CLEMMONS PAUL
WELLINGTON JOHN
DAVIS VIRGIE MAE (LT)
ALFREDA C
CLEMMONS MARJORIE
FAULMANNI KEVIN ETUX ESTHER
RAMBO ELEANOR B ETVIR
D.B. 2311. PG. M5
D.B. 591, PG. 231
D.S. 3865, PG. 441
j PENDER
& MICHAEL CLEMMONS
D,B. PG. 438
D.B. 3440, PG. 381
RAMBO MICHAEL
D.B. 3451, PG. 1243
PID,237CAOD9
PiD:237CA00901
PID.237CA010
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3336,
P.B. 79, PG. 81
PID:237CA011
PID:237CA0I2 j
PID:237CA013
PID:221MA004
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THE BRUNSWICK COUNTY GIS SYSTEM OFFICE.
WEST ELEVENTH ST. (TIE)% ROADWAY CULVERT EXISTING 36"RCP
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. f
ITYLER GLADYS DEN16E
5. ALL SET CORNERS ARE #5 REBAR (RBS) UNLESS OTHERWISE NOTED /IRF D,B.11",PG.454
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LEROY rt D.S. 4043, PG. 731
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6. AREA CALCULATED BY COORDINATE METHOD. STEPHENS J LYNWOOD PID-237DF006 (UNDER CONTRACT FOR PURCHASE), /- HILL PAMELA
D.B. 1725, PG. 882 D.B. 2473, PG. 796
7. CURRENT ZONING: R-10 PID:237DFO0702 C)AVIS MARY LOUISE W L PID:237DF004
ETVIR
8. NO TITLE COMMITMENT WAS PROVIDED TO THE SURVEYOR FOR THIS DAVIS FREDERICK z DEMOLISH
SURVEY. `moo*
DB_ 591 � PG. 259 EXISTING
PID:237DF007 MCCLAIN JUDY GORDON STRUCTURE
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PID:237DFOO502 IRF
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10. HORIZONTAL DATUM NAD83(201 1) BASED ON OPUS OBSERVATIONS D.B, 719, PG. 109
AND TIE TO NGS MONUMENTS "HOWE 1970", NCGS MONUMENT -IRF-. - '3'A PID:237DFOO504
"HOSPITAL 1970". VERTICAL DATUM NAV088 BASED ON "K-1 76 1963" A A I V t CLEMMONS MARJORIE ETALS
N 73016'33" E
D.B. 3336, PG. 440 0.
PID:237DF00506
11. TOTAL AREA: 15.0 ACRES. i-00.74"
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D.B. 144, PG, 123
C'V
fb , I __j I - LINE TO BE ABANDONE10
R UPON RECOMiBINATIONI
z
TITLE DISCREPANCY
J (I..>-, LjAp GROVF WILLIAM T IRF 4- RBS
L1
B. 416, PG. 438 YZ
F`10:237CA0002
(TIE)
IRF�,
-7 A
�R
0 110
F F
r4
13.82 ACRES
HANKINS JAMES &
SO '(RECOMBINED)
RB ETALS
v .w_D_B_ 476, PG. 729 EAGL ETA H
D.B. 486, PG. 360
L EL (D \ PID:237DF01404
PID.,237DF01405
STANLEY VONICE MANE)
STANLEY JOSEPH K DEMOLISH/REMOVE
P10:237CAG02 TO PROPERTY LINE
D.S. 706, PG. 97 EXISTING ASPHALT ROAD
N
(DISTUK6�b,Y:
BELLAMY MICHAEL E
D.B. 1032, PG. 327
WELLINGTON CATHERI E PID:237DF01403
N
WILLIAMS
D.B. 451, PG. 396
PID:237CA004
.-1392, PG. D.B
4I<JNi��OLD C'ITY iO
MICHAEL E
PI0:237DF00501 -4 - SOUTHPORT BELLAMY MICI
AZ- D.B. 847, PG. 213 D.B. 1032, PG. 327
VEREEN ANNIt ETALS
PID:237DF01401 P.B. 91, PG. 66
TRACT2
PID:2370FOO701
D,B. 3405, PG, 302 PID:237DF014
-n X
7 0,
?9 c � '17
2
MAINTAIN EXISTING ACCESS UNTIL FINAL
BALD HEAD ISLAND LTD LLC 00, ir
ROADWAY IS CONSTRUCTED AND COX VIRGINIA C
D.B. 3299, PG. 1005 1 rj- 07' DEDICATED TO CITY OF SOUTHPORT
tf �T- %D.B. 3692, PG. 421
P.B. 36, PG. 486 P.O. 31, PG. 437 , �� ;
PID:2370000401 TRACTS A&B
PID:237DF01201
5
%IRF
ck -IN
X,IPF
3AN LEG16N POST
2 13
7
A­:�:/
'Y_: -
7 AMERI10
p S. 166.
PID237DF012
PROPERTY BOUNDARY
LINE TABLE
IRF
0
BALD HEAD
BALD HEAD ISLAND LTDLLC WEST NINTH ST.
LINE
BEARING
DISTANCE
L1
N 70-37-47" W
16AT
L2
70.01'
N 7a-55-30r w
17 3T
N 70"03-27- W
66.55'
L6
S 41.'33'15- W
49 98'
7
1 N 48'5&46"W
L10
N 17*41Y01"W
F0!1' 5-'
L11
N 73'03'35" E
50.56,
L12
S 19*46'01"E
23 19'
L13
S22041'42"E
61.82'
L14
§31-45'25-E
44.82.
1115
N 71'00'26'W
W 67j"
=6
IN 71'08'25"IAI
___
33."21
PG. 1005 I D.B.3299
ISLAND LTD LLC 0
D.B. 32991005 LOT I, PG. P.O. 36, PG. 235 NEAL JOHN W 1 INCH= 60 FEE
f D.B. 291, PG. 7ft A
P.B. 36. PG. 235 PID:237FDO01
BALD H
P.B, 11. PG. 127
ISLAND LT LOT 2 PfD:2370000402
PID:237FD002 D.B. 3299 p
1005
P.B. 36,4PG. 233
AA "''
VICINITY MAP
PROJECT
NOT TO SCALE
LOCATION
ODOR
Iv. wF V.
NOTES / LEGEND:
REBAR FOUND (RBF)
IRON PIPE FOUND (IPF)
O REBAR SET (RBS)
BOUNDARY LINE
ADJOINER PROPERTY LINE
FLOOD ZONE LINE
Z9-NE-X - FZ
Z-
ONE AE
LINE TO BE ABANDONED
404 WETLANDS
u
W�
rR. arc A.
ISSUED FOR
REGULATORY REVIEW
Vi
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE# C-1621
(OPROJECT
NUMBER: 440-021
SCALE: I INCH = 60 FEET
DATE: MARCH 2019
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
EXISTING CONDITIONS
AND DEMOLITION PLAN
PROJECT NUMBER SHEETNUMBER
440-021 VF1 00
7"Si
C." 9 0-
�T
�7
T
, J-�. ."j tI " a
j,

SITE NOTES:
PROPOSED W.
i f %,'I/� J1 c ELEVENTH STREET
MULTIFAMILY
(UNDERREVIEW) t
1. ONLY SIGNIFICANT TREES (L 18" OAKS AND LIVE OAKS) / / �� o�° / / I I `-' -;� z°tn
�. a�'Q / wELUlvc�raN CLErt+r;x,laNs I [
ANTICIPATED TO REMAIN ARE SHOWN. FINAL TREE / // ` �z / / 1 CATHERINE ETVIR / I MIC HAEL � � � � � r r�
r , WELLINGTON JOHN / I ALPREDA C � CLElv1Iv"ONS MARJORIE FA€JLMANN KEVII+1 ETUX ES7HER �;� RAMBO ELcANOR B E T VIR
REMOVAL AND PRESERVATION OF TREES WILL BE BASED B�7GEN MICHAEL R & ERIK D / / O` � Q / / CLC=MIvIONS Pr�vL 1 D.8. 691, PG. 231 / DAMS VIEtGIE ivAE (I_T} ,
,� PCi11DER & MICHT,EL CLE%iMONS 1 D_B. 3440. PG. 381 } f AMBCJ h11CHi�EL
EDWARDS / / S?- q / / .B, 2Jt , PG. 046 ` PID:237CA00901 D.B. €x�5. PG. 441 I 38 D.B. 3451: r C. f 243 t E`. '-r } �r� - _ . - . - -
PID:237CA009 / PID:237CA01b I D.B, 49E. PG, 596 D.S. 3336, PG- 4.�$ i P.B. 7 7CA B i �R ;£_::
ON FINAL SITE GRADING AND UTILITY DESIGN. D.B. 515, PG, 887 / / y / / / I 11o237CA011 I PiI]:z37CA012 j - T PIQ:237�A01$/ �, �Ia:z P.1A0£ ;!� `�,
s.
2. ALL ROADS TO BE PUBLIC (DEDICATED TO THE CITY OF PID-_237CA00602 / zw w- �--------__..-.--._..r-L- _ ��_j-----.-_-..- _ w � _ _�._-..._ - - - - - - - -- -- TO------ � e��__ 1. - �, y=
\ \ --OE- -----;..._......
oAS Sof _ S SSOUTHPORT) AND BUILT TO MINIMUM N.C.D.O.T STANDARDS - S-
1 aCrr-
(PAVEMENT SECTION ONLY). \ / _�_. �,�..._...___-___.�. �_ _ __.._...___�._ ...... __.. .__... , .. __.._.,._......._-_.._ ___ ...__ _ :-._ __ . _.... _.., ..--- _-- --- .,_ .�. _ - --- -__
3. PRIOR TO THE SALE OF ANY LOT, A PROPERTY OWNER'S -� " - _ --` -' -- t4 = ! _ _ -- --- S>7--_ -
OEr- cn
f l r
ASSOCIATION WILL BE FORMED AND DEED RESTRICTIONS \ // / _-� r - __1_�^�-------T-_...�..._-._..__._.-.._..._..,. _ _��flE T -"-".� ---- �'--.-------------�"�y-- _ - � '-�1� =J` ---��---- ------��--�Iv------
AND PROTECTIVE COVENANTS WILL BE RECORDED. \ / I // /," / WEST ELEVENTH ST.
4. STORMWATER WILL BE COLLECTED AND TREATED IN i' I Open
r % / �TY; e _r� GLA})YS gEi�IIs ` /a 445 SA/�e I
ACCORDANCE WITH ALL STATE AND CITY OF SOUTHPORT , / / / / 1,961 S 4Szf- 1v 5; / ti° j i
/ J PIr .2j gF00703� / 1 I f
J W AE�i�EI�' EARNEST ACGtiI,�,iTIC�N tiC3LDlt+IGS L•,_t ti
REQUIREMENTS. / / F / / / I I LEROY 39.3' D.S. 4043, PG. 731
S. STORMWATER COLLECTION AND TREATMENT SYSTEM WILL �`T ~ry // / / I ! D.B. 430, PG. 1 �. PIp:z37DF0o5o5 - .1 F, ILL f t IA€7DEU�� rYaN rl� Ertx
STE I TENS J LYNX^IOOD f / I � ?iD:237DF006 I (UNDER CONTRACT FOR PURCHASE) / HILL PNAELA
BE OWNED AND MAINTAINED BY THE PROPERTY OWNER'S D.B. 1725, PG. 882 D2. 2473; PG. 796,
EE
/ ;�
1 /
PID:237DFEi0702 L - - - / iD:23tDF004
�.� DAVIS MARY LOUISE / h: -- t y '< 1 �J / /
ASSOCIATION. ` /`_ �r �� FITVIR / ! '
DAVIS FREDERICK
6. WATER AND SEWER SERVICE TO BE PUBLIC BY CITY OF h 591, 259
^ f �' / r ip:237DF007 h1CGLAIN JU€lY GORDON / / I (
SOUTHPORT. / �n .__. \ / / I O.B. 694, PG. 639 I� , r --'�C~ �.0
PID:237L)FOOS02 G ;
7. A 10' BLANKET UTILITY EASEMENT WILL BE PLACED ALONG J ` `\ 14 \ \ / / HANKINS HAROLD I � ` 8,562 SF' r -
ALL FRONT LOT LINES AND A 5' BLANKET EASEMENT WILL BE / \ 6,474 SF / D.D, 719, PG" 09 ' /; //
PID:237DFOO504
PLACED ON BOTH SIDES OF ALL SIDE LOT LINES. y
f \ f 13 / \ / ` �r ev % />, CLEtAMCONS MARJORIE EtAL,5
8. THERE ARE NO KNOWN AREAS OF ENVIRONMENTAL / ., / / _, �l ar' r, !✓ D.B. 3336, PG. 440
/ 6,791 SF j 3 , PID:237DF00506
CONCERN (CAMA WITHIN THE PROJECT AREA. / \ /\ I PROPERTY VF100 FOR
CALL �� l O =
- - (SEE SHEETVF100 FOR CALLS} 9 '' � � �' _ 1 �
\ \ 7,164 SF \
9. WETLANDS SHOWN HAVE BEEN DELINEATED BY LAND =` I 'f �, %A , so• �; J 12 `' %\ -\"' 10
6,803 SF/ t� ` UNNAMED TRIBUTARY 6• ~ .. ,� -
MANAGEMENT GROUP AND SURVEYED BY CAPE FEAR T �" -a� \ / TOP OF BANK (TYP)s
ENGINEERING. / � `� ° s�� st11 7,076 SF
{ ' vs\ °'
10. ALL OPEN AREAS WITHIN THE PROJECT LIMITS WILL BEOlt 7__ \ / �\.- 5
_i20 SFCOMMON AREAS OWNED AND MAINTAINED BY THE / _ _ } O / { lI1 /f! ! HANKINS i4EI. i I hO'"rAa
ISOLATED Y" C'' 10 : a \ a'
-� ' � -1� � 068 SF
�� r�;y _., 'CROSSWALK ��- S,s % "r � \ , �
WETLAND TO q _ .Q. �/ \ e44 f / / // . PID:237DFOU401
BE FILLED / '' (TYP) 6,781 S6 ♦ r 1=1/ / -i f /.
PROPERTY OWNER'S ASSOCIATION. a ,.
(PERMITTING' \ ��' ``' ; ty '�' �Oo _
11. WIRE UTILITIES (ELECTRIC, TELEPHONE, COMMUNICATIONS, BY OTHERS) ;' , 9 a� OA.
01
6,763 S
ETC.) WILL BE DESIGNED BY AND INSTALLED BY INDIVIDUAL l�r �; ! 37 ♦ .' e '� \ } `� - -:� � `° i f r ��
\. 6,750 SF / 1 /! \ ,t e0 ` 43 ,Y f \ 'r S eRG � HANKINS HAr3�)LD
UTILITY PROVIDERS. ,` 2S j ;E,7,24tSF (!� $ co CULVERT AT ROAD CROSSING' )1 - ,� r �°��` '4C+ S, :%.fs.�a=%.FrG_V055 _
S'F 15 '� \ �4Q Q °• \/ /� PERMITTING BY OTHERS i 1 7,748 SF
12. THERE IS NO KNOWN GAS SERVICE AVAILABLE. T' - �o } ( } -
C
13. TEMPORARY TURNAROUNDS SHALL BE CONSTRUCTED OF : fa!)f 1 \ ` L s,73 SF Open
` ,4 '� \ \ '12,779 SF B9 COTTAGE CREEK �
7 l C � ,-. ' � k TOP OF BANK (TYP)
/ \ 42 / C
COMPACTED ABC STONE AT MINIMUM AND SHALL BE ,'' � o' O ! �. tee\ i �`
; ' 8.144 SF J ry''312 SF ' 7 /
MAINTAINED AND KEPT FREE OF VEGETATION GROWT; \� �. - F/� r RAY I,�ttyEtlVA
j �0 F
18.i70 S,t ,;
1 .! \ ! f / CARMc LI_IA `
TURNAROUNDS SHALL REMAIN ON -SITE UNTIL RO fCY I \ 1 (�11 1,' {r / f / D.B. 123?.. SC:�
A
s Pif12370FW407
CONNECTION TO NINTH STREET IS CONSTRUCTED / ,nc, /� O ) -- ' -� f %
4�1'C3(,` 6,360 SF / > Ste, 117�`2` ' \� 41
OPEN FOR USE TO EMERGENCY VEHICLES- / �'f\ SF s' v - S
`0• a h. 6.sa1 �\
fS `/� �G �c f� Rp ! \ h� 31 7 , \,. r% ` 4 \ 12,199 F o HAIVKINS#ALTER L
'�0�_ / fa' \ �y : ; / 4a , & HANKINS ADDIE
@28 6 611 SF s\ °� rye. r^= ..i ' r.. 47c3, PG. 7t39 Z f\
6,360 SF ^ � , �0 !, ` f g f t ,i PID:237DF01406 3
�\i nQ 6,297 SFrk
;a
D.8, 144, PG. 1 Z3
O.J. MILLER 3 � ' \\ 4 \ eQ'3' � � 33
i €' 1_c DISCS EPANC ( _ 1 / C � 2T � � O• � �� •� � �c <N \ ! , - � P f � �
l 6.5 5 SF .4 , . I # r•. �o
6,360 SF L r� r a \ Q' 4b 10' UTILITf �\
/ S 0. 45 EASEMENT O \
`a \ �Y , + q y
/ 1. ,•� r i' '' \ C i � \ v>` � fCf \ r
\ , .` 6,360 SF ° \1 !,� _ r` l f• ; J,�''` \�� //-' " , `
Y STORMWATER 1~ \ "Z ti ` \ \\ _ tL
\ !-` f / i 1Qb ti' �^J' ij MAIL KIOSK `$ai TREATMENT
a ` POND #1 HANKINS
JAME5
7,8895E \ r �.. O /.ETALS ` `
6. PG. 729 / EAGLETS ALNETA FI
8,612 SF a? 25 s'0' ff 76,250 SF 1, }� _ N l 4 11 D.8. 47 / D., p 0 `
- C P1D:237RF£3i104
S I';.; __t=Y VL7;'IICE i , AND f \ t' _ \ / y , \ ,�� v` 1 F` ` \ ID:237DF01 305
ST^iiLE;' JOSEP! K \ f =r/ \ / \ �O / 4`SO� w E j" 1 ` / 1
t . 7i}^, PG. ter' t r w --F1> \� `
IL:Z3r""Cl1Uf}2 ' ,. Ti 1
34
-6,840 SF
- r 18 \ �� p" iYP 'x / 3 / l �\+ �4 / BELLAMY M!CHAE' E
tif' 35 `6 � ` 'ti f 1 , / D.B, 1032, PG.31r
'� ELLINGTON CATHERINE i \ � 10,615 S� , ^ �� ? ( \ / 1 � � } ` � I / '� � PID:237OF01403
' S I fSy 6,35SF-,ryo / ` \ \ \
'A�:LLIAMS �\ +�-
I;.}.��1,P.��� � 3�6
\6,3B0 SIF _ F \ '\ :
. *. \ ✓ \ ✓ / \ ['A IICIj.IS t1Ri�UL,3 ITY OF �
` 10,444 SF ` °'� 7� �.`�' / , C7.B_ 1392, F'G. 94 ` ' y SITE DATA
, � < , s \ s`�r• % S, ` Y �.a �, P0:237DF00501 --/ \ St1UTHPORT 1 i3E LLAIvIY MIGHAE` E\
/ �y
�4 D.E. 84/, PG. 213 -
j D-B. 1032, PG. 327 \
\ 20 �` S ►,7` o _ - \ 1 PiD;-2370F01401 } -°' P.B. 91, PG. 66 ZONING: R10
TRACT 2
\?p, i ,` 37 \ _ / �_ \1 _',ti, f� /�\\ PtD:237DF014
TOTAL LOTS PROPOSED: 44
�4 / \ s,�a o. - �,.-�� \ \' 1. \ AVERAGE LOT SIZE: 7,808 SF
21 f / 1 _ y\';�}�� \ APPROX. TOTAL AREA: 13.82 ACRES
9.729 SF ?s 7,789 SF
/ - \
\ _ PROPERTY BOUNDARY (TYP} } \ OPEN SPACE READ.
8,290 SF 38 _
/ � � �' � l (SEE SHEET VF100 FOR CALLS}
: / ( j 15% TOTAL AREA 2.07 ACRES
p ��f � ' ` s / 8,390 SF ^�Z' � �� { w 9 � � � :
Row' - , `�' / / 1:1 PER LOT < 10,000 SF 2.21 ACRES
- LTD LLC ISLA/
a BALD HEADHEADItif] r,
�.._ .. t / COX Vi33GINIA C
5 _ D.B. 3209, PG. 1005 \ N 24 ,' / n B. 3692 PG 421 APPROX. OPEN SPACE PROVIDED 2.45 ACRES
w - 39
P.3" 36, PG. 86 11.5N SF `` ', / P.3. 31, P - 437 / �,,, CONTIGUOUS OPEN SPACE READ, 2.21 ACRES/2=1.11 ACRES
z PID2 ,op
i£}0{i0�+01 ` 20' SR, r >' � / TRACTS. A&13 / \
p \ •` _ C PID:237DF012b1 1 \ C
v / \ CONTIGUOUS OPEN SPACE PROVIDED 1.75 ACRES
EXISTING LAND USE: VACANT AND WOODED
7.
Z ram_ AMERIAN Lt;GIUi`I POST �.
r 40 7 { / / PROPOSED USE: SINGLE FAMILY HOUSING
166,
ppien y �, �- PID:237Df0I2
5,21$ sF- ~ I Open
�' \ (, / 0p, i,482 SF
j- EXISTING DIRT ROAD TO REMAIN :, , 6• / / /
{ ~` OPERATIONAL FOR ACCESS UNTIL FINAL
n
DEDICATION OF CONSTRUCTED TEMPORARY
\ 1 f / f
a ROADWAYS TO THE CITY OF SOUTHPORTdy� - _TURNAROUND (TYP)
\ r / POTENTIAL FUTURE ROADWAY
/EXTENSION FOR CONNECTION / -� ~ - - - - - � ..
N ---_.
�•� TO WEST NINTH STREET / fi0 0 I 20
Y BALD HEAD h 7
i
BALD t EP-D � ISLAND LTD LLc 8�, • � - WEST NINTH ST.
i fl ISLAND LTG LLC / D.B. 3299, PG. 1005 / \ ` \/ f f%�` F~ 1 INCH = 6fl FEET
z (0.k3. 3239, PG. / P.B. 36, f'C. 235 f NEAL JOHN 1/Y
ca
- 1 1005 1 t.O7 1 ! 0.s. z91, PG. 788
PID:237FDO01 aA
ti 1 P.B. 36, PG. 235 / P.8, 11. PQy 127 f LD HL
LOT 2 ISLAND LTD L-
g _" _ _`'• i � PID:237iit10Q402
/ PIC1:237r0002 / 03.3299r PG,`�.� L, 1 's1005
Z
� Z
r
+N.VkT-
VICINITY MAP
PROJECT w. s NOT TO SME
LOCATION `
NOTES:
1. SUBDIVIDER IS THE OWNER WITH SURVEY
AND MAPPING SERVICES PROVIDED BY
CAPE FEAR ENGINEERING, INC.
2. LANDSCAPE PLANS TO BE PROVIDED TO
THE TOWN OF SOUTHPORT UPON HIRE OF
LANDSCAPE ARCHITECT AT A LATER DATE.
3. LANDPLANNING PERFORMED BY CAPE
FEAR ENGINEERING, INC.
ISSUED FOR
REGULATORY REVIEW
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Beluille, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C ,1621
PROJECT
NUMBER: 440-021
SCALE : 1 INCH = 60 FEET
DATE: MARCH 2O19
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
OVERALL SITE PLAN
PROJECT NUM8ER SHEET NUMBER
440-021 CS 101
T.
, 1
'a;l, ,'�.7 ►, j,, ..f. �''� 'irltr �,�;{lJ

^Ah,
VICINITY MAP
NOT TO SCALE
SEE SHEET CS100 FOR ADDITIONAL NOTES.
LOT IMPERVIOUS ALLOCATION
DRAINAGE AREA I• I•
LISSUED FOR
REC,I�ATORY REVIEW
OWNER/nFVFi OPFR
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Paolo Rd.,Suite 100; Beluille, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 440-021
SCALE: 1 INCH = 60 FEET
RATE : MARCH 2019
TRACKING
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
DRAINAGE AREAS AND
IMPERVIOUS ALLOCATIONS
PROJECT NUMBER SHEET NUMBER
440-021 CG100

I
0
IL
0
to
0
(k
PROPOSED W_
ELEVENTH STREET
C�l
MULTIFAMILY PROJECT
1�1 - , I (UNDER REVIEW)
_j
Z
-Z - -- - - ------- _/- - - - - - - - -
- =- Q--OE -----s_5GE
S729 54'54.79" 22-5.00
-E� W­-- - s s - ss 5�-
-
1; V
SW
--OE -OE
-T- - - - - - - - - 7
OE _--DE
- - - - - - - - - - - r
WEST ELEVENTH ST.
FLOOR ZONES TO BE AMENDED
\ � / / , / I t / i � / / j I I ! r= . ,ti„ � ray/} THROUGH FEMA REGULATED PROCESS
EVXSruj ON PLACEMENT Or FILL
4/Noy
/MATERIAL AND ADDITIONAL
1
TOPOGRAPHIC INFORMATION OBTAINED
I HDPE
Oq"ram
19 LF 0.28%
L CI #104
RIM 15-91
IIE. (S) OUT 12-34
RIM 15.91
I.E. (SW) IN 12.341 WETLANDS (TYP)
I.E. (NE) OUT 12.40
A
2
T A>
60'IMPERVIOUS SETBACK
(TYP)
C1 #103
(CA #1011A RIM 16.75
RIM 17-00 D UNNAMED TRIBUTARY I.E. (SW) OUT 12-00
I.E. NIN 12.00
I.E. (S) OUT 12.
TOP OF BANK (TYP) ()
11 %
\
CI #107
I -T HDPE
RIM 17.00
19 LF @ 0.�3�0%
n5
I.E. (N) IN 12.76
I.E. (E) OUT 12.76
15 HDPE
a
19 LF @ 0.30% 10
44
/W
Y1 #209A
CI #1 06A
CI #1 03A
RIM 14.37
RIM 15.85 RIM 15-52
1. E. (SE) OUT I 168
I.E. (S) OUT 13.29
I.E. OUT 12.44
1 #209 cu tL 15"HDPE Ch&103
RIM Is es 20 LF @ 0.30 /a s
RIM 15-55
OUT CI #106' I.E. (SE) IN 8
ISOLATED WETLAND TO BE FILLED I.E. 11.59 RIM 15.85 I.E.(SVV)OUT11.62
(PERMITTING BY OTHERS) I. N) IN 49 40 I.E.(NE) IN 11.62
I.E. (N) IN 12.37 /-, , I /I . , COTTAGE CREEK
�;li / e I I.E. (NW) IN 11.62 1 .
I.E. (E) OUT 12.37 5 TOP OF BANK (TYP)
18* HPDE 1 I.E- (W) IN 12,371
19 LF @ 0.50% ?I00
C#208 T.
CI 05A
RM 15.68 RIM 14.60
i60 S)O IN1.4 1 11.48
(W) I.E. (S) OUT 1202
\:��24- RCP CLASS VCULVERT
0> -C
I.E. 0
4 ,e I.E. (S)
'-P - 15'HDPE - Ah
101 LF G 0.5006
20 LF 0.30%
f PERMITTING OF CULVERT AND
CI #207A STREAM CROSSING BY 01 MtKb
RIM 15.94 05 7, n
h. I.E. (E) OUT 12.50 14,53 70 FES #400
CI #207 RIM -.-@ 61 \N
I.E. (N) IN 11.96 - I.E. (NW)
RIM 16-69 HQ FES #300
I.E. (S) OUT 11.21 I.E. (E) OUT 11.96
I %,k I.E. (W) IN 11.96 I.E. (SW) OUT 10-00
I.E. (W) IN 12.06
t �f. 3wk ,\ � \ \ \ \
11.21 FES #300A
&
JB #102 1 I.E. (SW) OUT 10.00 ww uw
207 RIM 15.73
5- I.E. (8) OUT 10.75 (2) 1W HDPE
I.E. (NE) IN 10.75 53 LF 0.4796 J/
PROPERTY BOUNDARY (TYP)
(SEE SHEET VF 100 FOR CALLS)
I.E. (W) IN 11.75,
L
OS #301
DI #20-4 RMIWA E
DETAILS RIM 14.80
TREATMENT SEE SHEET CG401 FOR D
26 I.E. (S) OUT 11.62 POND#1 f
JB #101
(SEE SHEET
I -
41, ; - �� ` t , \
- _-, �v CG401 FOR
RIM 16.OWS
I.E. (E) OUT 9.17 DETIALS) 7.
I.E. (N) IN 9.17
JS #206
RIM 16,03 24"HDPE 30r HDPE
I.E. (E) OUT 10.91 29 LF 0-20%- .11b 41 LF 1@ 0.70%
I.E. (N) IN 10.91
DI #201'
RIM 16.11
I.E. (E) OUT 9.30
I.E. (S) IN 9.30, 30"HDPE
J 23 LF @ 0.68
3 #262A
18" HDPE RIM 15.62
. . .... :19 LF @ 0.50% I.E. (E) OUT 10.65 ) i { / 1\I / / \ \ \ \ \
I.E. (W) IN 10.5 6 FES#1
I-E. (N) IN 10A
(�35 I.E. 'll
IN 9-00
x
Q1 WZMJA
RIM 15-04 FES
I.E. (N) OUT 10-82 I.E. W) V) IN 9.00 19 . \
CI #203
RIM 15-04 2q. 0
a
OT 7A,
I.E. (S) IN 10.71 hq
I.E. (E) OUT 10.71
I.E.20 (W) IN 10.71
f
_n
JB#202
RIM 16.45
•
I.E. (W) IN 10.23
I.E. (N) OUT 10.23 LL
I.E. (SE) IN 10.23
N11
0
(24) Lu
_7
to
%
x
• CI nos
-7-
RIM 1450
I.E. (NW) OUT'10.76
'y I.E. (SW) IN 10-76
J
EXISTING DIRT ROAD TO REMAIN
OPERATIONAL FOR ACCESS UNTIL FINAL 16"HDPE 11\b, � 24
DEDICATION OF CONSTRUCTED 19 LF 0 50%
CI #205A POTENTIAL FUTURE ROADWAY Z�� / /
RIM 14,51
ROADWAYS TO THE CITY OF SOUTHPORT @ EXTENSION FOR CONNECTION
I.E. (NE) OUT 10.87
TO WEST NINTH STREET
t
60 0 60 120
X'
'0
WEST NINTH ST. 1 INCH = 60 FEET
v
7-
04
VICINITY MAP
PROJECT w NOT TO SCALE
LOCATION
NOTES:
SEE SHEET CS1 GO FOR ADDITIONAL NOTES.
IfqSUED FOR
REGULATORY REVIEW
OWNERIDEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGI N EERI NG.
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE# C-1621
PROJECT
NUMBER: 440-021
SCALE I INCH = 60 FEET
DATE : MARCH 2019
TRACKING;
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
STORMDRAIN PLAN
PROJECT NUMBER I ­__­..._--

24' HDPE SD AT CULVERT
*V SEP. SD -SD
CONCRETE STRUCTURAL BRIDGING
SHALT. BE PROVIDED g
8" DIP SS AT
CULVERT
16
*66 SEP. SS -SD -
14
APPROXIMATE"
EXISTING 12
CKANNEL
GRADE
10
RE -GRADE
CHANNEL AS
REQUIRED 8
(TYP)
6
"1"•
L
�u
.r-irrrr.'rrrr
d�: � iri».ir
a
rr �� �.
rni rs rririvi
tf
�r
rrrrrrrri�'
. 3 A
10+00
11+00 11+71
HANNF1 CFOSS i N G 03 atioW ; .. ;,, / CLEMMONu MiARJ0RIE TALS
'/ / ; / .,.. E ,� ,- . [` /4: �: L7 P.:3336, rrdc
50 0 50 100 r
/ / i ,*$ ✓ / (
5 0 5 10 r / : ' / 12 UNNAMED TRIBUTARY 100-YR FLOOD ELV. = 11.7' L
NOTE: 1 INCH T 50 FT H©RIZ / f:.� ! ; ' TOP OF SANK (TYP) '
6NViRaNEMENTAL IMPACT PERM1i iING BY 1 INCH =5 FT VERT ff, , ].X R` s ��
OTHERS. CONTRACTOR TO OBTAIN COPIES OF ALL.
ASSOCIATED PERMITS PRIOR TO BEGINNING
WORK WITHIN THE BUFFER ZONE
PROPOSf<D W.
I t / ELEVENTH STREET
20 / f / o / 1 1 `� ' _ �' tv
lI 'r► ' MULTIFAMILY PROJECT
�' t �. "+ !v / (UNDER REVIEW)
$
!hlELLIN�'rON / I CLEMMONS I �' i TG�`
CATHERINE ETVIR MICHAEL d
C LEiV]Ms31�`S PAUL ` t1fELLINGT0N JOHN / � � ALFREDA C I GLE€v1MONS MARJORIE FAULMANN KEVIN ETUX ESTHER � � RANIE'3C1 EI-EANOR 6 ETUIE"z /- • r � � /
16 / / DAB/€.5 jlIR�1E :3i�E (L7) & PviiCi IAl=L CLEi�4Mt�IVS 1 0.8, 3440, PG, 381 MAMBO N11CHAEL
/ Qt / ? D.B, 591, PG_ 23 c / ENDEl ', s
a �° r C3.S.. 311, F'G. 0"$5 0 3, 3965, PG, 441 I � , ^a, A. ,_� �' ;' i r s 1
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PI13:237CAOD3 1 PID:237CAG 12 PILE:237CA013 P,0:22 MA004
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-- P RIP-
ENERI t= /! // WEST ELEVENTH ST.
NJ"RGY / FLOOD ZONES TO BE AMENDED
DISSIPATER THROUGH FEMA REGULATED PROCESS
1TYL.ER GLAI3YS DENISE
/ j f SED ON PLACEMENT OF FILL
D.B.0.3, 114, 1'C�. 45R' L.
/ 1 T MATERIAL AND ADDITIONAL
P€17:237CJFf�t17G I ti ,ko
WEATRRE 4 EARNEST ACQUISITION HOLDINGS LLC �i� �/ / TOPOGRAPHIC INFORMATION OBTAINED
LEROY `D,B, 4043. PG. 731
aB' 4m, PG. 1 r'ID:237DFGC505 �` ) ELL TI�AI0NEl9S i Yr o� � iR ETi X
/ STEPHENS J LYNWOOD / / I ( P10:237DF006 (TINDER CONTRACT FOR PURCH;;ASE! � I I 'ILL PA siECA
/ �' % L -r♦ / D,B, 1725, PG_ 882 / / �?1 C-B, 2'€73. PG_ 70
P10-237DF00702 L / DAVES MARY L()UISfT Vti / I -- - - -� i€ *_ t l PII3:237DF0C4
Q rr / ETVIR /
/
DAVIS FREDERICK
D.B. 591, I'G_ 259 / I �ICCLA€N JUDY GORDON
P111237DF007
♦ / / I C3.6. 5<J4. PG. 633 � 2
F10:2.37DF0050
/ ' \ 1A ?y r \ / / HANKINS I IAROLD
D,8, 719, PG. 103
PID:2370FU058
_
8/
f ` { ;"�
/°' �d K ' / /l H s;l` KiNS JOHN THOMAS
Ei j \ - I ' f ` 4 /^ J ' /f D. BF 2,']38, PG- 117 ,
STA, sLEY JOSEPH K. E? Ip:237tJFgOh(}1 -
MALISTON ff
D5-, 20007, PG. 375 ISOLATED WETLAND TO BE FILLED , 1
PID'.237C 00601
(PERMITTING BY OTHERS)
,� ��� '` ;' `\ ,ram" 76 � yy � "•, � - -- QD j , � �� r � 13 f I \ ` _ a
t',f, 4l� V I 1 i \ ♦i r 1 43 I•fFa,NKIi�-'SHA OLD .
PERMITTING OF 1 - \ D.E3- %iil;, P 50,5
- CULVERTAND STREAM ,' '= \ _ ` P1D:237DFQ1408
':x I CROSSING BY OTHERS _ �� �of
: \ �
�! s• l y (SEE THIS SHEET FOR ,f / /tip \
•,.f. r s _ /• ! ; COTTAGE CREEK � �
t r \ PROFILE) 42 i f/ I/
i. \ 7 < / \ /v; YL TOP OF BANK (TYP) .
TS RAY viINERVA \ \
GARtY3ELLlA !� � ! • �^ \ � l ,L `. - O x '�ti}� / a � ,/ / / �
6Jt�
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/ HANKINS v1ALT1~R L \ ~
& HANKINS ADDIE
/ f _�- \ ` \ 1 C :• x.;' ,� f' ( `? / D.B.476, PG,709
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D.B. !A4, PG_ 123 / ! 1$ 3 to \
111E DISCREl'ANC1E y € 27
�{ i \ \
WETLANDS (TYP)
(26
; ,� � l / \ r 4 PERMITTING O STREAM ^ � �`'• GRADINGfREMEDIATION '� �"'�` '�" �` N
s ; HANKINS .TAMES &
t3Y OTHERS R ETALS
D.B. 476, PG. 729 / �
('![):7.37D1=01404 D.S. < \ � �
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AND
`f ; , ,`° •.,`'', , _ :_` m N PM -?_3-, :al"g1 �%[IJ
N'
_ STORMWATER
ST ANLEY JOSEPH I< \. { � % �l !f \ � � �' ]r 1 `y TREATMENT n r
D.37.0 , PG_ 97 POND#1 f E f f \ \ \
P10:237CAv02 J / f ` \ , 4 ra (SEE SHEET
CG401 FOR
DETAILS) \ \ \ I
/ \ 1
`4 1$ •. , f ; 1 t�� i f. , i BELLAMY MICHAEL E
f C\ \ \; �a�' ~ �� } 1 D,B. 1032_, PG. 327 \ \
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\ �h
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0.8, 451, PG. ;396
js11Ll_IAMS _ ! 36
PIDt:237CA004 19 \ - \ � / \
4 '�i�a'yi/5r A€�t{ f[s IrE�C3LD I 1 \ \ I
D.B. 1392, PG.
P0t 237DF00501 1 ;
\ aC]Lt rHPORT 1 BELLAMY MICHAEL I-
32
PID:7370F01401 }.p. 91, PG. c6,- , . . PG- 327TRACT 2
PID:237OF014 i\ \
PROPERTY BOUNDARY (TYP) \�� '5)
(SEE SHEET VF100 FOR CALLS)
u- /
38
\ a t
SAHEAD ISLAND i T D LLC {;(Jx VII�GINIA C
I C3 � , �� ti /
L3.8. 329�J, PG. 1 �:1(35 `� rj 39 = ` ! = : ;% .• /
r
3.36, PG- 486 {- t r r la.E3, 3392, G.
Pd2i
/ �.a. 3�,13G. �37
PID:2370000401 TRACTS A&B
PID:237DF01201 ia.
AMERIPAN LEGJOI POST
213
03,166, Fgj590
-i
I'€D, 71)P012
r
Miff
} EXISTING DIRT ROAD TO REMAIN
` 1 OPERATIONAL FOR ACCESS UNTIL FINAL
.r f
' DEDICATION OF CONSTRUCTED b;; � '\f' f I POTENTIAL FUTURE ROADWAY
?' ROADWAYS TO THE CITY OF SOUTHPORT
fu NaaCTIO
TO WEST STREET
I / /
lf
` L
BALD HEAD
BALDHEADAD ISLANE� LTD LLC WEST NINTH ST. 8�i \ � •• �, �' / �
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l L:.13. 329�3. PG, f P,B, 36, PG, 235 I 'j\ r
Cq5 LOT 1 �`� _
-
w_ / II?. „ \\ 3, NOTE.
P.3.:3a, PG. 235 f't!?:237I"i0009 Ps�tELi }ice
ti I = I P.8. 11, PG, 121 I \ \ 4y �_ _ __. _._ - - -T ..-_, TM _.. 100-YEAR FLOOD ELEVATIONS SHOWN REFLECT DATA MADE
-,_ LCa ] 2 ISLANI:i LTD L C \ �. ,.,.
/ I PIDZ70000402 ti . i - _ _ _
r PI€0:23�7FD002 I / D.8, 3299, PG �. AVAILA$Ll:ON THE FLOOD DISK INFORMATION SYSTEM WIwBSITE
l I % ?005 cr Y 'x} ; X ` �- ACCESSED APRIL 2019.
P,8, 36. PG. 233
NOTES:
SEE SHEET C-001 FOR GENERAL NOTES AND
LEGEND.
ISSUED FOR
REGULATORY REVIEW
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARI N ROAD
WI LM I NGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
161 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 440-021
SCALE: 1 INCH: 60 FEET
DATE: MARCH 2O19
TRACKING
HOOSIER DADDY, LLC
W. ELEVENTH ST, SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
GRADING PLAN
PROJECT NUMBER SHEET NUMBER
440-021 CG102

'J�!­Lj I .'�, '. . , - , t A " I-
. . � , a , - — — - - _j - - , - - - __;� 1 aL " 1,1'.
0
FES #20
V
PROJECT BOUNDARY (TYP)
(SEE SHEET VF100 FOR CALLS)
EMERGENCY
SPILLWAY
IF
1000,
50'IMPERViOUS
SETBACK (TYP)
SEE GRADING
PLAN FOR
CONTINUATION
OF CONTOURS
FES #300
FES #300A
t
RIP -RAP ENERGY A
DISSIPATION PAD
(TYP) . 1-14 -1/--
Z
WETLANDS VEGETATION NOTE:
THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE
DIVERSE WETLAND SPECIES. A MINIMUM OF 50 PLANTS PER 200 SF OF
SHaFARF_4 SHALL BE PROVIDED PLANTS SHOULD GEAUML Y BE PLANTED
2A'TO 36"ON CENTER AND SHOULD YIELD FULL COVERAGE IN 12 YEARS.
THE FOLLOWING SPECIES OF WETLANDS VEGETATRNARE SUITABLE FOR
PLANTING ALONG THE 10,1 VEGETATED SHELF:
PLANTS SUITED FOR SHELF YWrS UNDERWATER
SAG177ARA LANCIFOLIA (BULL TONGUE)
S4GITTARIA LA TIFOLA (DUCK POTATO)
SAURURUS CERNUUS (LIZARDTAIL)
PLANTS SUITED FOR SHELF THArS ABOVE WATER
ASCLEPLAS INCARNATA (SWAMP MILI(WEEO)
CAREK TRNERA fQUIU SEDGE)
CHELONE GLABR4 (WHITE TUMENEAD)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE; APPROPRIATE
WETLANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUSSrIWTED. SEE CHAPTER C.3 (TABLE 3) OF THE2017 STA TE STORYWATER
BW MANUAL FOR LIST OF OTHER RECOMMENDED ft-71AND PLANTS.
i if 12" THICK RIP -RAP WIFABRIC UNDER.
43.75 FT TOP OF EMBANKMENT
GEOTEXTILE FABRIC ELEVATION = 15.0'
i\\/�y ` /� 40 FT
����j/\��/\���
TOP OF RIP -RAP
ELEV. = 13.75'
EMERGENCY SPILLWAY
NOT TO SCALE
VARIES- 1V
TOP OF EMBANKMENT = 15.0'
WAT
31 MAX
TEMPORARY POOL 13. w 19mm. TEMPORARY POOL 13.56
TOP OF EMBANKMENT 15.0' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EMERGENCY SPI LLWAY`=1 3-75'
TOP OF EMBANKMENT 15.0
NORMAL POOL=9.50' - — — — — — — — — — — — NORMAL POOL=9.50 -- — — — — — -- N EMERGENCY SPILLWU JIM
91— TOP FOREBAY--9-Cr I
WTAI,
%31
'TR
-- -- ----------
RIM 13.56
FORERAY MAIN POOL T;_
zT HDPE -
SEDIMENT CLEANOUT 4 5.0' -7 SEDIMENT CLEMOUT - 2.9 (2) IS6� 1 bVIZZI - 0 r' IRA
- - - - - - - - - - - - - - - - sz
BOTTOM EL - 4 0' EL 10
BOTTOM OF SA SHELF ELz 9.0'
IE=925' SEDIMENT EL= 2-W .................
POND SECTION
....................
BOTTOM EL= I .001
NOT TO SCALE 61
WIDE
6:1 SHELF
NOTES:
1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX EMBANKMENT SECTION
AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDEOILQS S&E PERMIT. NOT TO SCALE
2. ORIFICEIMMMER ASSEMBLY AT OUTLET STRUCTURE TO BE TEMPORARILY COVERED WITH
WIRE AND 57 STONE UNTIL SITE IS STABLE TOP BERM
EL. 15.V
FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL)
4.0"SKIMMER W1 12" 0 ORIFICE
6" PVC SCREW
TYPE PLUG
6"PVC TEE
�z NAIL EL. 9,50'
6"PVC CAP WITH
2.9'HOLE DRILLED
80 MIN
STONE
BEDDING
POND BOTTOM
EL 1.'
1
FABRICATED GRATE TOP
BOILED TO BOX. ELV m 13.55-
, h7b
r
77-
HDPE
(2)18
12" OUTLET PIPE
MIN
1NV
-(2) 1$(TYP)
HOPE 15
-2
"t" PVC STUBBED"
INTO BOX ENDED BASE
-`7
SECTION VIEW
OUTLET STRUCTURE #300
NOT TO SCALE
go MIN
STONE
BEDDING
6!'PVC STUB
I.E = 9.50'
180 HDPE
LE - 9.25'
FRONT VIEW
RIM = 13.55'
2.0" DRAWDOWN
ORIFICE
8'X8' CONCRETE BOX
PRE —CAST OR BUILT IN PLACE
12" EXTENDED BASE
PLAN VIEW
b
SQuj
w
TOP TRASH RACK DETAIL
WELDED FABRICATED
'K WISQUARE OPENINGS
7
'A VICINITY MAP
PROJECT w. NOT TO SCALE
LOCATION
SS
gs
w.;psi.
I
W. WESrsr, vi-
SOU7HPORT
AORMA
NOTES:
SEE SHEET C81 01 AND CGI 03 FOR ADDITIONAL
NOTES,
ISSUED FOR
REGULATORY REVIEW]
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd -,Suite 100; BeIville, NC, 28451
TEL [phone]; FAX (910) 383=1045
www.capefearengineering.com
N.C. LICENSE # C-1621
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, _NC
STORMWATER POND #1
DETAILS
PROJECT NUMBER SHEET NUMBER
440-021 CG401

7"
0
9
ui
a
oc
0
2" S 9.56 ASPHALT IN 2 EQUAL LIFTS
8" ABC STONE
TOP 12" OF SUBGRADE TO BE
COMPACTED TO 95/o DRY DENSITY,
STANDARD PROCTOR
ASPHALT PAVEMENT DETAIL
NOT TO SCALE
PAVEMENT INTERFACE
EXPANSION JOINT
WHERE INDICATED
- 3" MIN FROM
ALL FACES
4 4
5' MIN
CONCRETE DRIVEWAY
(SEE CONCRETE PAVEMENT DETAIL)
c 4„
- 6" COMPACTED BASE
COURSE (ABC OR GCA)
APPROVED SUBGRADE
DRIVEWAY -ROADWAY INTERFACE
NOT TO SCALE
9" 9"
CATCH SECTION
18-INCH ROLL CURB & GUTTER
NOT TO SCALE
DETECTABLE
WARNING DEVICE
O�
CURB WIPEDOWN
F.1v
IF CURB HEIGHT "A" IS W, THEN -
4.7.2.1 - AT 1:10 MAXIMUM SLOPE, SIDE FLARE "B"
IS 60" MINIMUM.
4.7.2.2 - AT 1:12 MAXIMUM SLOPE, SIDE FLARE "B"
IS 72" MINIMUM
ISOMETRIC VIEW
HANDICAPPED RAMP DETAIL
NOT TO SCALE
NOTES:
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION
SHALL BE OF A RIGID PRECAST OR EMBEDDED PRODUCT APPROVED
BY THE CITY OF SOUTHPORT,
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4
FEET AND VARY WITH WIDTH OF RAMP.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET
REGARDLESS OF SECTION WIDTH.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A
CURB RADIUS.
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE
GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO PERMIT
WHEELS TO ROLL BETWEEN DOMES.
6, DETECTABLE WARNING AREA SHALL BE COLORED IN ACCORDANCE
WITH THE CITY OF SOUTHPORT STANDARDS,
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST
FROM 5000 psi CONCRETE.
8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN
CONCRETE TO ELIMINATE TRIP HAZARD.
•"
:REF T-,
1110
CURB WIPEDOWN
NOT TO SCALE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _
0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4'-0" MIN. (VARIES WITH WIDTH OF SIDEWALK)
PLAN VIEW
0.6" TO 2.4")
0 0
e
SPACING
DETECTABLE WARNING DEVICE
NOT TO SCALE
SCORING @
8' INTERVALS,
3/8" x 3/8"
.6" TO 2.4")
0.4,f \
0 0.2"
0,9" /
3,000 PSI CONCRETE 1/2" EXP. JOINT @ 24'
SIDEWALK, BROOM FINISH, INTERVALS TYP. &
SLOPE 1/4" /FOOT AT ALL RADII CONTRACTION JOINT CJ
IN DIRECTION OF DRAINAGE I INTERSECTIONS
COMPACTED
SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
1/2"
EXPANSION JOINT (EJ_)
iEALER
PREFORMED
EXPANSION JOINT
FILLER
TYPICAL CONCRETE WALK JOINTS
NOT TO SCALE
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LOCATION
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NOTES:
SEE SHEET C-001 FOR GENERAL NOTES AND
LEGEND.
LISSUED FOR
ULATORY REVIEW
OWNER/DEVELOPER
HOOSIER DADDY, LC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suife 100; Belville, NC, 28451
TEL [phone], FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 440-021
SCALE : NOT TO SCALE
DATE: MARCH 2019
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST, SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
SITE DETAILS
PROJECT NUMBER Sf*ET NUMBER
440-02 1 D-501

TRAFFIC RATED
GRATE AND HOOD
TRAF­""�"'
US FOUNE
ACHOR FRAME
NTO PRE -CAST
STRUCTURE
TRANSITION FROM ROLL
STYLE CURB TO STANDARD
CURB AT INLETS (TYP)
STANDARD CURES
(CATCH SECTION)
STRUCTURE
STEPS
NOTES:
1. PRE -CAST BOX DIMENSIONS TO BE DETERMINED BY BOX
MANUFACTURER BASED ON CONNECTED PIPE SIZES
2. ALL CATCH BASINS TO MEET N,C.D.O.T SPECIFICATIONS
STORMDRAIN CATCH BASIN
12"THROUGH 60" PIPE
NOT TO SCALE
PRE -CAST
RISER
SECTION
PRE -CAST
BASE
SECTION
NON' -PAVED AREAS Opp PAVED ARMWT—
FINISHED GROUND OR
PAVEMENT
FINAL
INITIAL
BAC KFIL.L
SPRING LINE
BUNCHING
TAMP WELL. UNDER BOTTOM
HALF OF' PIPE
t
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O.D. OF PIPE
TRAFFIC RATED MANHOLE FRAME AND
)VER
PRE -CAST TOP SECTION FOR
STORMDRAIN JUNCTION BOXES
PIPE D!A "D„MAXIMUM
„D,.
WTO 15"
8"15"
TO 2110"
24" TO 3U'
!2"
33" TO 4Z'48"&
LARGER
UNDISTURBED EARTH
STONE OR REGULAR
FILL
6"NGDOT #57 STONE
6" MINIMUM SIDE
CLEARANCE (SEE TABLE
FOR MAXIMUM)
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4° OR LARGER TO BE USED IN INITIAL BACKFIL.L.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKI=ILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
STORMDRAIN PIPE BEDDING
NOT TO SCALE
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THIS PRECAST SOX MAY BE USED FOR THE FOLLOWING STANDARDS: � 4
a q'. •., 840.04, 840, 5, 1340.74, &t0-15, 840.31, 84D.32, 8a0.3a, •aC
1" MIN. y 6M * 840:35: 840.30 AND 040.41. •
CLR N. INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE � � � V
. [ ) SECTION VIEWS WITH NCDOT STANDARD SPECIFICATION SECTION $40. a c n. _ �
1" tA IN * USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. �
CLR.(TYP) OPTIONAL JOINT DETAILS * USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185 H o�
4X4 W4XW4 •g M WELDED WIRE FABRIC (WMF•) .
WAFfop s KEBABS @ 12" * LIMIT MAXIDEPTH TO TOP OF BOTTOM SLAB TO 15x -O" w
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TO FABRIC) (USE WITH * ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED ■>
' 4` X 4` $ LARGI*R UNLESS ALLOWED BY DETAIL IN PLANS.
b v •. •. • . • a DRAINAGE STRUCTURES * PRECAST ALL ELEMENTS TO FEET A8'TM C913 . W v
w• TYPICAL) - 'L' BARS WITH* FRAME AND (IRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE �
u OR BRICK IN ACCORDANCE WITH STANDARD a40.25.
1 -fr LEGS * PROVIDE PRECAST STRUCTURES OVER 4'-O" IN DEPTH WITH
PLAN VIEW OF BASE UNIT STEPS 12" ON CENTERS IN ACCORDANCE WITH STET. NO. 840.68.
8" 12 OR 'W' 8" * Y EU)ER WIRE FABRIC MAY OF SUBSTITUTED FOR REBAR IF
MIN.
MIN.-
THE SAME MIN. AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
Sim
STANDARD $PECIFICATIOHS.
*
H
#4 REBARS,
LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
#4 REBARS 0
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TYPICAL PRECAST
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OF
RISER SECTION
05'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
�
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TYPICAL SECTION
'�Sri T P SLAB
R•#5 REBAR
TYPICAL SECTION
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r
TRAFFIC BEARING PRE -CAST DRAINAGE STRUCTURE
NOT TO SCALE
ANCHOR
GRATE AND FRAME1/14�4 GaRATE AND FRAME
BRICK �LCRETE
MASONRYWALL
ANCHOR
GRATE AND FRAME
BRICK MSONRY CONCRETE
CONSTRUCTION CONSTRUCTION
DETAIL SHOWINg ANCHOMG—E OF
FRAME FOR G TED DROP INLET
NOTE:
CONSTRUCT CRATED DROP INLET TO COINCIDE WITH NORMAL
OR SUPERELEVATED SHOULDER OR PAVEMENT SLOPE.
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APPROVED
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PRECAST
CONCRETE
WALL
PRECAST CONCRETE
CONSTRUCTION
PRECAST
CONCRETE
CONSTRUCTION
CONCRETE
CONSTRUCTION
BRICK MASONRY
CONSTRUCTION•
PRECAST FR/4ME AND GRATE INSTALLATION
CONCRETE ANCHOR FOR NORMAL CR MN AND
ho DIA. BENT BAR SUPERELEVATED SECTIONS
ANCHORAGE FOR FRAME AND GRATE
NOT TO SCALE
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840.251
ISSUED FOR
REGULATORY REVIEW
HOOSIER DADDY, LLC
6025 TAR I N ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAME FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
4
NUMnER: 40-021
SCALE: NOT TO SCALE
DATE: MARCH 2O19
TRACKING
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
STORMDRAIN DETAILS
�r�c-
PROJECTS+SMUER SHEET NUMBER
440-02 1 D--505