SW8190401_HISTORICAL FILE_20190509

PERMIT NO.
DOC TYPE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
SWs 44 041 1
❑ CURRENT PERMIT
❑ APPROVED PLANS
M HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE oi0190505
� YYYYMMDD

ROY COOPER
MICHAEL S. REGAN
Secrerary
S. DANIEL SMITH
Interim Director
May 9, 2019
— "
Y� •�Sk �u�rn Y�`R�
NORTH CAROLINA
Environmental Quality
City of Wilmington
Attn: Sterling Cheatham, City MDnager
PO Box 1810
Wilmington, NC 28402
Subject: State Stormwater Management Permit No. SW8 190401
North Waterfront Park
High Density Commercial Project
New Hanover County
Dear Mr. Cheatham:
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for the subject project on April 1., 2019, with final information on May 8, 2019, Staff
review of the plans and specifications has determined.that the project, as proposed, complies with
the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 amended on January 1, 2017
(2017 Rules). We are hereby forwarding Permit No, SW8 190401 dated May 9. 2019, for the
construction of the built -upon areas (BUA) and Stormwater control measures (SCMs) associated with
the subject project.
This permit shall be effective from the date of issuance until May 9, 2027 and the project shall be
subject to the conditions and limitations as specified therein and does not supersede any other
agency permit that may be required. Failure to comply with these requirements will result in future
compliance problems. Please note that this permit is not transferable except after notice to and
approval by the Division. This cover letter, attachments, and all documents on file with DEMLR shall
be considered part of this permit and are herein incorporated by reference.
if any parts, requirements, or limitations contained in this permit are unacceptable, you have'the
right to request an adjudicalory hearing by filing a written petition with the Office of .Administrative
Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General
Statutes and must be filed with the OAH within thirty (30) days of receipt of this permit. You should
contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the
details of the filing process at 671.4 Mail Service Center, Raleigh, NC 27699-6714, or via telephone
at 919-431-3000, or visit their website at www.NCOAH.com, Unless such demands are made this
permit shall be final and binding.
If you have any questions concerning this permit, please contact Linda Lewis in the Wilmington
Regional Office, at [phone] or [e-mail].
Sincerely, �(
oµ S. Daniel Smith, interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A - Designer's Certification Form
Application Documents
C,DS/a1I: G:\\\Stormwater\Permits & Projects\2019\190401. HD\2019 05 permit 190401
cc: Adam Pike, P.E., Stewart, inc.(223 S West Street Strife 1100 Ral&gh NC 27603)
New Hanover County Building Safety Department.
Division of Coastal Management
Wilmington Regional Office Stormwater File
North Carolina Department or Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.7963215

State Stormwater Management
Permit No. SW8 190401
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
The City of Wiln7ington
North Waterfront Park
10 Cowan Street, Wilmington, New Hanover County
FOR THE
construction; management, operation and maintenance of built -upon area (BUA) and two (2)
infiltration basins (RainTankO) and 5 areas of permeable pavement (� 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 9, 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 90,560
square feet. The runoff from all BUA within the permitted drainage areas of this project must be
directed now and in the future, into the permitted SCMs. The following specific requirements
pertain to the BUA on this project:
a. SCM BUA LIMITS, The SCMs labeled DA1, DA2, DA3, DA4, DA5, DA6 and DA7 have
been designed using the runoff treatment method to handle the runoff from 36.437 sf
(square feet); 6,637 sf; 10,175 sf; 8,186 sf; 13,463 sf; 8,724 sf; and 6,938 sf of BUA,
respectively, within the delineated drainage areas. This permit does not provide any
allocation of BUA for future development within the delineated drainage area(s).
b. CAMA AECs. Where a project or lot is located within CAMA's Area of Environmental
Concern (AEC), the Division of Coastal Management (DCM) may calculate a different
maximum BUA based on CAMA regulations. The more restrictive BUA limit will apply to
the project.
Page 1 of 6

State Stormwater Management
Permit No. SW8 190401
2. SCM REQUIREMENTS. The following requirements pertain to the SCMs on this project:
a. SCM DESIGN. The SCMs are permitted based on the design criteria presented in the
sealed, signed and dated SupplementEZ form and as shown in the approved plans and
specifications. The SCMs must be provided and maintained at the design condition.
b. PRETREATMENT. The following pretreatment device(s) has (have) been provided to
prevent clogging: sumpsin catch basins.
PERMEABLE PAVEMENT. The following considerations pertain to the proposed infiltrating
permeable pavement.
i. Except for the incidental, unavoidable runoff from the stable vegetated areas shown
on the approved plans, runoff from adjacent pervious areas shall be prevented from
reaching the permeable pavement.
ii. It is recommended that during the installation of the permeable pavement, care is
taken to avoid compaction of the underlying subgrade soils. To confirm compaction
has not occurred, it is recommended that a direct measurement of the soil's
infiltration rate bconducted after excavation and before the aggregate is placed.
If the infiltration rate has diminished; it is recommended to scarify; rip, or trench the
subgrade to restore the infiltration rate.
iii. After installation; the permeable pavement shall be protected from sediment
deposition until the site is completed and stabilized.
iv. Concentrations of oils, grease, heavy metals, and toxic chemicals shall not be
stored or handled where they may enter the permeable pavement.
V. At no time shall the approved permeable pavement be paved over or repaired with
any type of conventional paving material.
1 STORMWATER OUTLETS. This project has demonstrated that the on -site stormwater
systems will not discharge from the 10-year storm event and therefore will not have the
opportunity to cause erosion during the 10-yea'r storm event.
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 IN AN SCM, Stormwater that is not treated
in an SCM must be released at the edge of the vegetated setback and allowed to flow
through the setback as dispersed flow.
5. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds:
a. ACCESS AND/OR EASEMENTS. The entire stormwater conveyance system, including any
SCMs: and maintenance accesses must be located in public rights -of -way, dedicated
common areas that extend to the nearest public right-of-way, and/or permanent recorded
easements that extend to the nearest public right-of-way for the purpose of inspection,
operation, maintenance, and repair.
b. OPERATION AND MAINTENANCE AGREEMENT, The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS. The final recorded plats_must reference the operation and maintenance
agreement and must also show all public rights -of -way, dedicated common areas; and/or
permanent drainage easements, in accordance with the approved plans.
Page 2 of 6

State Stormwater Management
Permit No. SW8 190401
d. DEED RESTRICTIONS The permittee shall incorporate specific restrictions and conditions
into a facility management plan or another legal instrument in lieu of deed restrictions and
protective covenants.
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. UNDERGROUND SCMs. It is recommended that during the installation of the underground
SCM; photos be taken documenting the construction and demonstrating that the constructed
SCM meets the approved design. It is further recommended that these photos be submitted
with the required Designer's Certification.
b. SCM OPERATIONAL PRIOR TO DEVELOPMENT. During construction now and in the
future; all operation and maintenance for the project shall follow the Erosion Control Plan
requirements until the Sediment -Erosion Control devices are fully converted to SCMs. The
permittee shall ensure that the SCM is protected from any sediment and erosion generated
by any future construction within the project area. The permittee shall provide and perform
the operation and maintenance as outlined in the applicable section below.
c. 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.
7. MODIFICATIONS. No person or entity; including the permittee, shall alter any component
shown in the approved plans and specifications. Prior to the construction of any modification to
the approved plans, the permittee shall submit to the Director, and shall have received approval
for modified plans; specifications; and calculations including, but not limited to, those listed
below. For changes to the project or SCM that impact the certifications, a new or updated
certification(s), as applicable, will be required and a copy must be submitted to the appropriate
DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development; subdivision, acquisition; lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
d. Altering, modifying; removing, relocating, redirecting; regrading; or resizing of any
component of the approved SCM(s), stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement; #57 stone area, public trails; or landscaping
material to be considered a permeable surface, not already shown on the approved plans
and specifications.
g. Any other modifications as determined by the Director.
Page 3 of 6

State Stormwater Management
Permit No. SW8 190401
8. DESIGNERS 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 Designers 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.
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.
Page 4 of 6

State Stormwater Management
Permit No. SW8 190401
12., PERMIT TRANSFER. This permit is not transferable to any person or entity except after notice
to and approval by the Director. Neither the sale of the project and/or property, in whole or in
part, nor the conveyance of common area to a third party constitutes an approved transfer of the
permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application;
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(2) and must
be submitted upon occurrence of any one or more of the following events:
i. The sale or conveyance of the project and/or property area in whole or in part,
ii. Dissolution of the partnership; corporate; or LLC entity; subject to NCGS 55-14-05
or NCGS 57D-6-07 and 08;
iii. Bankruptcy;
iv. Foreclosure, subject to the requirements of Session Law 2013-121;
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on -site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
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 FOR COMPLIANCE. The permittee is responsible for
verifying that the proposed BUA for the entire project and within the drainage area of, each
permitted SCM, does not exceed the maximum amount allowed by this permit. The
permittee shall review and routinely monitor the project to ensure continued compliance with
the conditions of the permit; the approved plans and specifications.
b. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit; approved plans;
application; supplement; operation and maintenance agreement; all applicable recorded
documents; and specifications shall be maintained on file by the permittee at all times.
c. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
d. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions
of a stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the permit. Within the time
frame specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee shall provide
copies of modified plans and certification in writing to the Director that the changes have
been made.
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.
Page 5 of 6

Permit issued this the 9111 day of May 2019.
State Stormwater Management
Permit No. SW8 190401
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.!�,-.,5. Daniel ith. Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 190401
Page 6 of 6

State Stormwater Management
Permit No. SW$ 190401
AS- ItUI[A' 1'h,JJ:UIT FE, CERTIFICATION
1 hereby state that 1 air the current permittce for the project named above, and 1 certify by my signature bclo\v,
that the project meets the below listed Final Sttbrnitlal Requirements found in NCAC 021-1.1042(4) and the
terms; conditions and provisions listed in the permit documents, plans and specifications on file with or provided
to the Division.
eCheck here ifthis is a partial certification. Sect 1on/ph ase/SCN1 l?
Check here if this is pan of a Fast Track As -built Package Submittal.
Printed Narne
Signature
, a Notary Public. in the State of
Cowry of do hereby certify that
personally appeared before me this day of
and acknowledge the due execution of -this as -built certification.
\ itness my hand and official seal
19y commission expires
(S HA L)
20
Permittee's Certification \TCAC .1042(4)
Completed /
Provided
I N/A
A. DEED RESTRICTIONS / BUA RECORDS
i . The (iced restrictions and proteenve covenants have been recorded and
or N
contain the necessary language to ensure. that the project is maintained
consistent with the storm),vatcr regulations and with the permit conditions.
2. A copy of t.hc recorded deed restrictions and protective covenants has been Y or N
provided to the Division.
_
3. Records which track the HUA within each DA are being kept. Y or N
l. _MAINTENANCE ACCESS
- 1. The SCMs are acccssible.for inspection, maintenance and repair. Y or IN-
2. The access is a rninirnum of 10 feet wide. Y or N
i 3. The access extends tothe nearest public right -of way. j Y or ::\,
f
C. EASEMENTS
1, The SCMs and the components of the runoff collection / conveyance system
°C
l are located in recorded drainage casements rights -of way or corntnon areas.
2. A copy of the recorded plats) is provided.
Y or N
11). SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that:
Y or N
N/A
have an SCM include the following:
I . The specif is location of the SCNI on the lot.
Y or N
f N/A
2. A typical detail fbr the SCNI. Y or N
N/A
3. A note that the SCM is required to meet siorrrtwatcr regulations and (fiat the '
lot owner is subject to enforcement action as set forth in NCGS 143 Article
Y or N
NIA
21 i f the SCSI is removed relocated or altered without 1ILLor ao)roval.
E. _ OPERATION AND MAINTENANCE AGREEMENT
Y or N
1. The O&M Agreement is referenced on the final recorded plat.
Y or N
2. The O&NI Agrecrnent is recorded with the Register of Deeds and appears to
the chain of title.
Y or N
IL
3. Specific restrictions and conditions have been incorporated into a facility
management plan or another legal instrument in lieu of deed restrictions and
Y or N
protective covenants.
F. OPERATION AND MAINTENANCE PLAN— maintenance records are
being kept in a known set location for each SCM and are available for review.
Y or N
G. DESIGNER'S CERTIFICATION FORM — has been provided to the
Division.
Y or N
Page 1 of 7

State Stormwater Management
Permit No. SW8 190401
AS-13GI1..'I' Uh S!G\h:lt'S CER11FICATION GFNERAL. NIDC
1 hereby state that 1 am a licensed professional and I certify by my signature and seal below. that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence; and that
the project meets the below listed General NIDC found in NCAC 021-1.1050 in accordance with the permit
documents, plans and specifications on file with or provided to the Division; except as noted on the "AS -
BUILT' drawings. such that the intent ofthe stort-riwater rules and statutes has been preserve(].
Check here if this is a partial certification. Section/phase/SCNM
Check here if this is a part of a Fast -Track As -Built I'ackage Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of'thc SCN•1 are provided.
Printed Narnc
NC Kegistration \umber
SEAL:
Signature
Date
Consultant's \-]ailing Address:
City/state/7,I11
Phone Number
Consultant's E-mail address:
O Circle N if the as -built value differs from the flan. IfN is circled; provide an explanation on Page 2.
OO \/I = not evaluated (provide explanation on page 2) ON/A = not applicable to this SCNI or project.
Consultants Certification NCAC .1003((3) & General MDC .1050
OAs-built
SNlp.
OO NIA
A. TREATMENT REQUIREMENTS / BUA
I 1. The SCM achieves runofftreatrrtcnt.
Y or N,
2. The SCM achieves runoff volume match.
Y or N
3. Runoff from offsite areas and/or existing 13UA is bypassed.
Y or .:\'
4. Runoff frorn offsite areas and/or existing 13UA is directed into
_
the permitted SCNI and is accounted For at the full build -out
Y or N
potential.
5. The project controls runoffthrough an offsite permitted SCNI
\�
that meets the rcquiremcnts of the NIDC.
or
6. All of the constructed BUA has been accounted for in the
Y N
design of the appropriate S_CN9(s).
or
_
7. "I'hc SCNI(s) meets all the specific minimum design criteria.
Y or N
B. VEGETATED SETBACKS / BUA
I . The width of the vegetated setback has been measured from
the normal pool of impounded waters, the V11-1W line of tidal
Y or N
waters, or the top of bank of each side of rivers or streams.
2. The vegetated setback is maintained in grass or other
N
vegetation.
or
3. 13UA that meets the requirements of NCGS 143-214.7 (1)2)(2)
is located in the setback.
Y or \
4. BUA that does not. meet the requirements of NCGS 143-214.7
(b2)(2) is located within the setback and is litnited to:
a. Publicly funded linear projects (road, greenway sidewalk)
Y N
b. Water -dependent structures
or
c. Minimal footprint uses (utility poles, signs, security
lighting and apd)urtcnanccs
5. Stortnwatcr that is not treated in an SCNI is released at the
edge of the setback and allowed to flow through the setback as
Y or N
dispersed flow.
Page 2 of 7

State Stormwater Management
Permit No SW8 190401
Or As -built OO N/E
OO N/A
C. STORMWATER OUTLETS — the outlet handles the peak flow
Y N €
from the 10 year storm with no downslo e erosion.
or
D. VARIATIONS
1. A variation (alternative) from the stormwater rule provisions
has been implemented.
. or
2. The variation provides equal or better storrnwater control and
equal or better protection of surface waters.
or
E, C01II'LIANCE WITH OTHER REGULATORY,
y or IN
PROGRAMS has been met.
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 N
in or on areas with contaminated soils.
or
i
j Ii. SIDE SLOPES
I
1 . Vegetated side slopes are no steeper than 3I IT l V. Y or N
2. Side slopes include retaining walls; gabion walls, or other Y
N
surfaces that are steeper than 31-I:1 V. or
3. Vegetated side slopes are steeper than 3 FL 1 V (provide
Y N'
supporting documents for soils and vc etation).
or
I. EROSION PROTECTION
i . The inlets do not cause erosion in the SCM.
V or N
2. ` h.c outlet does not cause erosion downslope of the discharge
Y or N
point during the peak flow frorn the 10 year storm.
.I. EXCESS FLOWS — An overflow 1 bypass for volumes in excess.
Y N
of the -treatment volume has been provided.
or
K, DEWATERING —A method to drawdown standing water has
Y N
been provided to facilitate maintenance and inspection.
or
L. CLEA\OUT AFTER CONSTRUCTION — the SCM has been
Y or N
cleaned out and converted to its approved design state.
Nl. MAINTENANCE ACCESS
1. The SCM is accessible for maintenance and repair.
Y or N
2. The access does not include lateral or incline slopes>3:1.
Y or iN
N. DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT) —
The designer is licensed under Chapters 89A, 89C; 89E, or 89F of
Y or N
the General Statutes.
Provide an explanation for every N,11)C that was not met, and for every item marked ",N/A" or "NA'", below.
Attach additional pages as needed:
Page 3 of 7

State Stormwater Management
Permit No. SW8 190401
AS-13CILT DF_SI(.NI_.WS C IRTIFICATION FOR INFILTRATION 11ItOJLCT
I hereby state that I am a licensed professional and I certify by rrav signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care ,and diligence, and that
the project elects all of the N,lDC found in .NCAC 021-1.105I in accordance with the permit documents, plans and
specifications on file with or provided to the Division; except as noted on the "AS -BUILT" drawings, suc11 that
the intent of the stormwater rules and the general statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM 1;?
Check here if this is a part of a lust -Track As -Built. Package Submittal per .1044(4).
Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCNI are provided.
Printed Name
NC Registration Number
5Ef11,:
Signature
Date
Consultants Ntailing Address:
City/state/71 P
Phone Number
Consultant's Email address
OO Circle _N if the as -built value differs from the flan. If N is circled, provide in explanation on Page 2.
ON/1: = not evaluated (provide explanation on page 2) ON/A = not applicable io this project or SCtNI
This Certification must be completed in conjunction with the General NMDC certification under NCAC 021.1.1050
Consultant's Certification (MDC .1051)
OO As -built ON/E
A. Inlets / Pretreatment / Design Depths / Elevations
I
1. Inlets are located per the approved plans.
Y or N f
Pretreatment measures are provided? (Rooftop runoff does not
Lrc urrc pre-trcaUnent.)
Y or
j 3. BASIN only — the area and depth of the basin is consistent with
Y N
+ the approved plans _
or
4. TRENCH only- the provided width; length and height of the
1 N
trench are consistent with the approved plan.
or
I'REHN'CH only- the provided length and sire ofthc perforatedY
piis consistent with the approved plan.
LLlLc�
or N
G. The bottom elevation of the basin / trench is consistent with the
Y N,
f
approvcd plans.
or
7. The bypass elevation is consistent with the approved plan.
Y or N
_�
S. The overflow elevation is consistent with the approved plan.
I Y or 1I
B. Soils / SHWT / Sub rade
1. TI'ic hydraulic properties of the insitu soils arc in accordance
with tlac soils report.
Nr °r N
2. The lowest point of the infiltration system is a ininirrturn of 2
I N' N
1
feet above the SI INNIT.
or
3. If separation to the S11NN T is less than 1 foot, the water table
draws down to its re -storm Icvci within 72 hours.
Y or N;
j
i
I�
4. The slope of the soil subgrade is <- 2%.
Y or N
f
f
C. Drawdown Time
j
1. The system dewaters within 72 hours`.
Y or
_ _
2. I'he Irisnu soils were removed and replaced with suitable
N N
ltration media to achieve the 72 hour drawdown.
or
Page 4 of 7

State Stormwater Management
Permit No SW8 190401
OAs-built OO NIL
ON/A
D. Observation Port — for underground systems, a minimum of one
y N
inspection port has been provided.
or
Provide an explamnion [or every %,IDC that was nol mct, and for every item marked "N/A" or "\'/l ", below.
Attach additional pages as needed:
Page 5 of 7

State Stormwater Management
Permit No. SW8 190401
AS-BU LT D1:SIGNFIVS CF,RT1F WATION FOR IIER 1F;ABLF PAVF;NIF;NT P110,1F:CC
1 hereby state that I am a licensed professional and 1 certif., by any signature and seal below; that 1 have observed
the construction of t}tc project named above to the best of my abilities with all due care and diligence; and that
the project meets all of the \-1DC found in NCAC 021-1.1055 in accordance with the permit documents; plans and
specifications on File with or provided to the Division, except as noted on the "AS-1311ILT" drawings; such that
the intent of the storruwater rules and the general statutes has been preserved.
Check here if this is a partial certification. Section/phase/SC1'l ?
Check here if this is a part of a Fast -"Track As -Built Package Submittal per .1044(4).
Check here if the Designer did not observe the construct ion; but is certifying the project.
Check here if pictures of -the SCN,1 are provided.
Printed Name
NC Registration Number
SI-AL:
Signature
Date
Consultant's Nlailing address:
City/State/711'
Phone Number
Consultant's Email address:
( Circle N if the as -built value differs from the Plan. If N is circled, provide an explanation on Page 2.
O� N/I1' = not evaluated (provide explanation on page 2) Oa \IA = not applicable to this project or SCM
'['his Certification rnust be completed in conjunction with the General MDC certification under NCAC 021-1.1050
Consultant's Certification (MDC .1055)
CAs-built
{ ON
OO N/A
A. DESIGN / DRAWDOW
I , Washcd aggregate base material has bccn used.
Y or N
2, The provided amount of permeable pavement surface area is
Y N
consistent with the approved plans._
or
3. The amount of non -roof adjacent built -upon area is consistent with
the approved plans and is directed onto the permeable pavement
Y or N
surface and does not exceed the re aired 1:1 ratio (Aa/Ap)_��__
4. The runoff from adjacent pervious areas is prevented from
reaching the permeable pavement except for incidental,
Y or ,N
unavoidable runoff from stable vegetated areas.
5. The permeable pavement infiltrates the design volume to the
Y N
bottom of the subgrade within 72 hours. j-
or
6. if the permeable pavement was installed as a detention system, the
drawdown assembly releases the storrnwater stored in the
Y or N
ys.
aggregatc in 2-5 da-
13, SOILS / SHWT / SUBGRADE
j
I . The hydraulic properties and characteristics of the in -situ soils
conform to the soils report.
Y or N
I�
2. For infiltrating permeable pavement; the lowest point of the
system is a minimum of 2 fcct above the S1-1WT.
Y or N
3. For infiltrating permeable pavement, if the lowest point of the
system is less than 2 feet above the SI-lWT, the soils have been
Y or N
modified to assure drawdown within 72 hours.
4. The in -situ soils have been removed and replaced with infiltration
Y N
media in accordance with the approved plan.
or
5. Infiltration media has been placed on top of in -situ soils.
1` or N
Page 6 of 7

State Stormwater Management
Permit No. SW$ 190401
rOAs-built
Of /E
ONIA 1
C. CONSTRUCTION
1. At least one capped observation well has been provided at the low
Y or N
point of each permcablc pavement area?
2. The subgrade is terraced in accordance with the approved pL ns
and has at least one capped observation well within each terrace
Y or
SccUon.
3. For I'ICP and concrete grid pavers; an edge restraint has been
Used around the perimeter of the permeable pavement.
°r
4. The subgrade for infiltrating permcablc pavement was graded
Y N
when it was dr-v and there was no precipitation.
or
11). CERTIFICATION
{
1. The infiltration rate of the pavement surface is at least 50 inches
Y N
per hour using a head less than or equal to four inches.
or
r 2. After installation; the permcablc pavement was protected from
E
sediment deposition.
Y or N'
3. The site is complete and stabilized. - -
Y or
Provide an explanation for every \,11)C that was not met, or for every item marked "N/- or "NW", below.
Attach additional pages as needed:
Page 7 of 7

DE,IN9LR USE ONLY
[date Received
Fee Paici
Permit Number
4-1- 00141
JJ466ffaW--# 354CXg7
5'(Vf 19U o I
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Storrnwater 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 photocopies[ for rise as an original
1. GENERAL INFORMATION
Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans
specifications, letters, operation and maintenance agreements, etc.):
North Waterfront Park
2. Location of Project (street address):
10 Cowan Street
City:Wilmin ton County:New Hanover Zip:28401
3. Directions to project (from nearest major intersection):
250 LF north west from intersection of N 3ra Street and N Front Street.
4. LatitUde:34° 14' 50.7264" N Longitude:770 56' 59.4924 " W of the main entrance to the project.
11, PERMIT INFORMATION:
1.a.Specify whether project is (check one): ®New ❑Modification ❑ Renewal xv/ Modificationt
tRe m,,als with rnodifrcalions also rcquircs S1,VU-102 - Renewal Application Forst
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
Specify the type of project (check one):
❑how Density ®I-ligh Density []Drains to an Offsite Storillwater System ❑Other
I. 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: 7.33 ac of Disturbed Area
❑NI'DES Industrial Storinwater ❑404/40"1 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. is the project located within 5 miles of a public airport? ONO ®Yes 7— a
177,
If yes, see S,L. 2072-200, Part Vl: htt ortal.ncdenr.or iveb Ir rules -and -re ulations �
APR 0 1 2019
r,
6Y:
Form SWU-10[ Version Oct. 31, 2013 Pa,e I of

Ill. CONTACT INFORMATION
I. 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:City of Wilmington
Signing Official & Title:Sterling Cheatham, City Manager
b.Contact information for person listed in item la above:
Street Add ress:102 N. 31a Street
City:Wilmington _ State:NC Zip:28401
Mailing Address (if applicable): PO Box 1810
City:Wilmington
Phone: (910 ) 34-1 78-10
Eiiiail:sterlitig.cheatliani@rviiiiii[igtoniic.gov
State:NC
Fax: (N/A
Zip:28402
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 belo►+•)
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
Sheet Address:
City: Sta le: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( Fax: {
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organiza
Signing Official & 'Title:ArneBg
of
Im
b.Contact information for person listed in item 3a above:
rector
9--UE1EE
GY:
Mailing AddrewPO Box 1810
City:Wilmingtort State:NC Zip:28402
Phone: (910 ) 34"1 5838 Fax: NA
l-nlall:am '.beatt @N,ifnlrn tonnc.'oV
4. Local jurisdiction for building permits: New Hanover CountV
Point of Contact:Suzanne Keenan Phone #: (910 ) 7987356
Form SWU-101 Version Oct. 31, 2013 Page 2 of G

s
PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The addition of concert venue with associated site ammenites. They included walk maths, a water feature, _
concession stand and other various elements. Old Front Street will also be extended from Harnett St. to
Cowan Street along with the extenstion of Nutt Street as a private street.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -- 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 6.43 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area:.08 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) -- Total Surface Water Area (6) = Total Project
Area-6.35 acres
+ Total project area shall be calculated to exclude the followinx the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NI-W line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or Normal
line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 27
9. How many drainage areas does the project have?7 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use I 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.,a,F A SPF C PP- A- PP- 6
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
Receiving Stream Name
Cape Fear
Cape Fear
Cape Fear
Cape Fear
Stream Class *
SC:Sw
SC:Sw
SC:Sw
SC:Sw
Stream Index Number *
18-74-(61)
18-74-(61)
18-74-(61)
18-74-(61)
Total Drainage Area (so
120523
6637
10344
8354
On -site Drainage Area (so
120523
6637
138B61U
8354
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area** (so
36437
6637
10175
8186
Impervious Area** total
30
100
98
98
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
On -site Buildings/Lots (so
10967
On -site Streets (sf)
6637
On -site Parking (sf)
On -site Sidewalks (so
25470
2962
2336
Other on -site (sf)
7213
5850
Future (so
Off -site (so
Existing BUA*** (sf)
Total (sf):
36437
6637
10175
8186
* Stream Class and Index Number can be determined at: htWf&ortal.ncdenr.o_rZA eb/wq is/csu/classi;�rcations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parkinrreas- g
sidewalks, gravel areas, etc. J!C �; !!' E
***Report only that amount of existing BUA that will remain after development. Do not report any;existing BUA that
is to be removed and which will be replaced by new BUA. APR 3 0 2019
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6
BY: -

FA
PP EasfA- PP 6 PP weo,
Basin Information
Drainage Area 5
Drainage Area 6
Drainage Area 7
Receiving Stream Name
Cape Fear
Cape Fear
Cape Fear
Stream Class
SC;Sw
SC;Sw
SC;Sw
Stream Index Number
18-74-(61)
18-74-(61)
18-74-(61)
Total Drainage Area (sf)
13,463
9,092
7,398
On -site Drainage Area (sf)
13,463
9,092
7,398
Off -site Drainage Area (sf)
0
0
0
Proposed Imervious Area (sf)
13,463
8,724
6,938
Impeevious Area (total)
100.00%
95.95%
93.78%
Impervious Surface Area
Drainage Area 5
Drainage Area 6
Drainage Area 7
On -site Building/tots (sf)
0
0
0
On -site Streets (sf)
5,631
0
0
On -site Parking (alley) (sf)
0
0
0
On -site Sidewalks (sf)
0
0
0
Other on -site (sf)
7,832
8,724
6,938
Future (sf)
0
0
0
Off -site (sf)
0
0
0
Existing BUA (sf)
0
0
0
Total (sf):
13,463
8,724
6,938
ECE4VE
APR 3 0 1019
BY:

11. How was the off -site impervious area listed above determined? Provide documentation. N/A __
Proiects in Union Count•: Cowac•1 DEAII_R Cenlrrll Office staff'io check if the project is located ;14ilih i a Threatened R
Endangered Species ivatershed that nla), he subject to lnore sirbigent slorimi,aler rL'quiret}Ienls (is per 15A A1C,4C 028 .0600.
V. SUPPLEMENT AND O&M FORMS
l lw appllc,ible sLaLe SLoi,niwaLej, nian< geaient. peonit. 5rlpll1kanc'.Ill alld opci-,Aioll and Illainteilarick: (O&M) forms
must be submitted for each 13MP specified for this project. The latest versions of the forms can Lie downloaded
from httv:/ /nortal.ncdennora/web/wo/ws/su/bmn-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.ncdenr.org/web/wq/ws/su/statesw/forms does. 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/wg/ws/su/mal2s.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents iVIUS1' be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms
dots.
1. Original and one copy of the Storniwater Managenient Permit Application Form.
g' 'als
C
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
N�
Form. (if required as per 1'(7rf V11 below)
3. Original of the applicable Supplement Forni(s) (sealed, signed and dated) and O&M
agreenlent(s) for each BMP.
4. Permit application fee $505 NCDENR.
�
processing of payable to (For an Express review, refer to
http://w ww.envlie 1p.orgIpages/ onestopexpress. 11tml 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 sleeting.)
5. A detailed narrative (one to two pages) describing the storm water treatment/in anage men tfor
'�+{
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
receiving stream drains to class SA waters within 1/2 nlile of the site boundary, include the
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x '14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firni.
C. Location map with named streets and NCSR numbers. - -,- ,-
d. Legend.
e. North arrow,
f. Scale. APR 0 T 2613
g. 1Zevision number anti dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of BY.
impounded structures, the banks of streams and rivers, the MHW or NFlW line of tidal
waters, and any coastal wetlands landward of the MHVV or NHW titles.
• Delineate the vegetated buffer landward from the normal pool elevation of iIllpounded
structures, the banks of streams or rivers, and the NJHW (or NHW) of tidal waters.
i. Diniensioned property/project Boundary with bearings & distances.
j. Site Layout with all BOA identified and diniensioned.
k. Existing contours, proposed contours, spotelevations, finished floor elevations.
I. Details of roads, drainage Features, collection systems, and stortliwater control meaSUIVS,
in. bVetlands delineated, or a note on the plans that none exist. (Must be delineated by a
ilualified person. Provide dOCLI Ilion ta tion 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 docutllent).
Forni SWU-[01 Version Oct. 31 2013 Pa,e 4 of'6

p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHMf elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. 1'or projects with infiltration $MPs, the report should also
include the soil type, expected infiltration rate, and the ruethod of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verrfij the SHWT prior
to submittal, [phone].)
1 U. A copy of the most current property deed. Deed book: � I7 Page No: 2M /►0
11. For corporations and limited liability corporations (1..1_C): Provide documentation from the NC IV!
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 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.
htt www.secretarv.state.nC.us Corpora Lions CSea rch.asi2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lotsizes 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 httpJ//12ortal.ncdenr.org/webhr/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Adam Pike
Consulting Firm: Stewart, Inc
Mailing Address:223 S. West Street Suite "1-100
City:Raleigh
Phone: (919 ) 866-4805
1-mail:[e-mail]
Sta te: NC Z i p:27603
Fax: (919 ) 380-8752
IX. PROPERTY OWNER AUTHORIZATION (if Contact Inforrrration, item 2 has been filled out, cotaplete this
section)
I, (print or type nacre of person listed ill Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type Barrie of person
listed in Contact Information, itern 1a) wit11 (print or type wonc of orsarri_ariort listed in
Contact Itrforillatiox, iterrr If?) to develop the project as currently proposed. A copy, of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation acid maintenance of the storrrnvater System.
Iy
APR a 12019
BY. -
Fonts S "'U-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner 1 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 Narne/Ownership Change Norm within 30 days; otherwise I %vill 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:
a Notary Public for the State of County of
do hereby certify that personally appeared
before me this _ day of , and acknowledge the due exeCUtiorr of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or (ilpc namc of person listed in Contact Information, item 1a) Sterling Cheatham
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 reiluirements of the
applicable stormwater rules under -15A NCAC 21-I .1000 and any other applicable state stormwater reiluirements.
Signature:
Date:
I, Y1Y { -DI I✓1re .-L�o a Notar�yJ�['ublic for the State of �- r, — 6GC� 0 I GL , County of
i1 r1 CNt L do herby certify that S �t�✓ f ,- > CZ1 V[ �C i'ilpersonally appeared
fE� �y�
before me this ray of �i,��� Ste( �, and , nowledge the due e ' noll of the application for
a stormwater permit_ Witness my hand and official seal, 4
_ �
r
Tp�RY z
v
�B�IG
t
SEA L
My commission expi
APR 0 1 2019 '
BY:
Form SWU-101 Version Oct. 31, 2013 Page 6 of

ra
�;
,,, .
•
+, Y
t. y A _ _
LLB
ilk

SUPNLEMENT-EZ COVER PAGE
Foanns Lonol o
PROJECT INFORMATION
1
Project Name
NORTH WATERFRONT PARK
2
Pro ect Area ac
7.33
3
Coastal Wetland Area ac
0
4
Surface Water Area ac -
0
5
Is this oroiect High or Low Density?
High
6
Does this project use an off -site SCM?
No
COMPLIANCE WITH 02H A003(4)
7
Width of vegetated setbacks provided feet
NIA
8
Will the vegetated setback remain vegetated?
Yes
9
Is BUA other that as listed in .1 0034 c-d out of the setback?
No
10
Is streambank stabilization proposed on this project?
Yes
NUMBER
AND TYPE OF SCMs:
11 1
Infiltration System
2
12
jBioretention Cell
0
13
Wet Pond
0
14
Stormwater wetland
0
15
Permeable Pavement
5
16
Sand Filter
0
17
Rainwater Harvestin RWH
0
18
Green Roof
0
19
Level Spreader -Filter Strip LS-FS
0
20
Disconnected Im ervious Surface (DIS)
0
21
Treatment Swale
0
22
Dry Pond
0
23
StormFilter
0
24
Silva Cell
0
25
Ba alter
0
26
Filterra
0
DESIGNER ,CERTIFICATION : "'y
27
Name and Title:
Adam Pike PE, Pro'ect Manager
28
Organization:
Stewart
29
Street address:
223 S West St
30
CiN, State Zip:
Ralei h NC 27603
31
Phone numbers :
9194166-4805
32
Email:
[e-mail]
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.-
al / --
Signature of Designer
Date
ECEIV
All 3 0 1111
BY:

DRAINAGE AREAS
1
Is this a high density project?
Yes
2
If so, number of drains a areaslSCMs
7
3
Is alllpart of this project subject to previous rule
versions?
No
FORMS LOADED
DRAINAGE AREA INFORMATION
Entire Site
1
2
3
4
5
4
T e of SCM
INFILTRATION
SYSTEM A
INFILTRATION
SYSTEM C
PERMEABLE
PAVEMENT A
PERMEABLE
PAVEMENT B
PERMEABLE
PAVEMENT EAST
A
5
Total BUA in project s ft
36437 sf
6637 sf
10175 sf
6186 sf
13463 sf
6
New BUA on subdivided lots (subject to
ermittinal (so ft
7permitting)
New BUA outside of subdivided lots (subject to
s
36437 st
6637 sf
10175 sf
8186 sf
13463 sf
8 lOffsite
- total area (sq ft
9
Offsite BUA (sq ft
10
Breakdown of new BUA outside subdivided lots:
Parking (sq ft
Sidewalk (sq ft
25470 sf
2962 sf
2336 sf
Roof (sq ft
10967 sf
Roadway s ft
6637 sf
5631 sf
Futuresq ft
Other, please specify in the comment box
below (sq ft
7213 sf
5850 sf
7832 sf
11
New infiltrating permeable pavement on
subdivided lots (sq ft
12
New infiltrating permeable pavement outside of
subdivided lots s ft
7213 sf
5850 sf
7832 sf
13permitting)
Exisitng BUA that will remain (not subject to
s ft
14
Existing BUA that is already ermitted (sq ft
15
Existing BUA that will be removed (sq ft
16
Percent BUA
30%
100%
98%
98%
100%
17
Design storm inches
1 .5
1 .5
1 .5
1 .5
1 .5
18
Desi n volume of SCM cu ft
1170 cf
708 cf
1085 cf
873 cf
1436 cf
19
Calculation method for design volume
NRCS
NRCS
NRCS
NRCS
NRCS
ADDITIONAL INFORMATION
20
Please use this space to provide any additional information about the
drainage areas :
The "other" proposed impervious refers to proposed permeable pavement
ECE6l9E
APR 3 0 2019
BY:

DRAINAGE AREAS
1
Is this a high density project?
Yes
2
If so, number of drainage areas/SCMs
7
3
Is all/part of this project subject to previous rule
versions?
I No
FORMS LOADED
DRAINA_G_E%R_ EA1INF,ORMATION
ntireISite�
4 ITYpe
of SCM
`PERMEABLE
PAVEMENT EAST
.B
PERMEABLE
PAVEMENT
WEST
5
Total BUA in ro'ect s ft
^8724
sf
6938 sf
6
New BUA on subdivided lots (subject to
permitting)s ft
}
:•
7
New BUA outside of subdivided lots (subject to
ermittin s
xj
a
1; *8724 sf
6938 sf
8
Offsite - total area (sq ft
9
Offsite BUA (sq ft
10
Breakdown of new BUA outside subdivided lots
' `• 4 #,+* i� �
ram�x.,, �:
-Parking sq ft
e"F
Sidewalk (sq ft
Roof (sq ft
Roadway s ft
t•' , :,,
';.r: 3Fs: >
Future (sq ft
r✓ "ti "f:
; k -; .F+.
„»i
Other, please specify in the comment box
below (sq fi
"+
#
:,�� 8724`sf
6938 sf
11
New infiltrating permeable pavement on
subdivided lots (sq 8
`
12
New infiltrating permeable pavement outside of
subdivided lots (sq ft
8724sf
6938 sf
13
Exisitng BUA that will remain (not subject to
permittin )_(sq ft
a ,
r
14
Existina BUA that is al ready ermitted (sq ft
" r
15
Existing BUA that will be removed (sq ft_
16
Percent BUA.96%
94%
17
Design storm inches
1 .5
18
Desi n volume of SCM cu ft
.'931 d '
•740 of
19
Calculation method for design volume
:`4 ". •
." !NRCS
NRCS
ADOITIO NALM INFORMATION
20
Please use this space to provtdo any additional information about the
drainage areas :
The',,14other",prdposed impervious refers to proposed permeable pavement
E C E 1 V E
APR 11 2111
BY:

INFILTRATION SYSTEM
1 Drainage area number 1 2
2 IDesign volume of SCM (cu ft) 1170 ct 708 cf
GENERALD 1
3 1
Is the SCM sized to treat the SW from all surfaces at build -out?
YES
YES
4
Is the SCM located away from contaminated soils?
YES
Yes
5
What are the side slopes of the SCM (H:V)?
NIA
N/A
6
r7
Does the SCM have retaining walls, gabion walls or other engineered side slopes?
NO
NO
Are the inlets, outlets, and receiving stream protected from erosion (10-year
storm)?
YES
YES
8
is there an overflow or bypass for inflow volume in excess of the design volume?
YES
YES
g lWhat
is the method fordewatering the SCM for maintenance?
Pump (preferred)
Pump (preferred)
10
If applicable, will the SCM be Leaned out after construction?
Yes
Yes
11
Does the maintenance access comply with General MDC (8)?
Yes
Yes
12
Does the drainage easement comply with General MDC (9)?
Yes
Yes
13
If the SCM is on a single family lot, does (will?) the plat comply with General MDC
00)?
14
Is there an O&M Agreement that complies with General MDC (11)?
Yes
Yes
15
Is there an O&M Plan that complies with General MDC (12)?
Yes
Yes
16
Does the SCM follow the device specific MDC?
Yes
Yes
17 Was the SCM designed by an NC licensed professional? Yes Yes
INFILTRABON SYSTEM MOG E89M u2H .1052
18
jProposed slope of the subgrade surface (%)
0%
0%
19
1 Are terraces or baffles provided?
No
No
20
Type of pretreatment:
Other
Other
Solis Data
21
Was the sail investigated in the footprint and at the elevation of the infiltration
system?
Yes
Yes
22
SHWT elevation (fmsl)
4.00
4.00
23
Depth to SHWT per soils report (in)
8.43
3.84
24
Ground elevation at boring in soils report (fmsl)
12.43
7.84
25
Is a detailed hydrogeologic study attached if the separation is between 1 and 2
feet?
I Yes
Yes
26
ISoll infiltration rate (in/hr)
2.00
2.00
27
lFactor of safety (FS) (2 is recommended):
10.00
10.00
Elevations
29
Bottom elevation (fmsl)
5 ft
5 ft
30
IStorage elevation (fmsl)
6.18 ft
7.26 R
31
Itypass elevation (fmsl)
For Basins Only
32
Bottom surface area, ft2:
33
Storage elevation surface area (ftz)
For Trenches
Only
34
Length (ft)
59,05
41. 34
35
Width (h)
17.72
11.81
36
Perforated pipe diameter, if applicable (inches)
37
Number of laterals
38
Tota! length of perforated piping
39
Stone type, if applicable
40
void ratio (%) ( }°ems
950/0
95%
free of fines?
Yes
Yes
P4Rstone
the stone wrapped in geotextile fabric?
Yes
Yes
sat least one infiltration port been provided? Yes Yes
VolumaWDrawdown
44
IDesign volume of SCM (cu ft)
1170 cf 708 cf
45
Lljime to drawdown (hours)
7 hrs 4 hrs
ADDITIONAL
INFORMATION
46
Please use this space to provide any additional information about the infiltration
system(s):
The infiltration systems will be R-Tanks by ACF. These systems will replace the
typical stone filled area in an infiltration trench. This allows for greater void ration
and ultimately a smaller footprint
APR 3 0 2619
BY:
infiltration 4 8:16 AM 4/30/2019

. .,
PERMEABLE PAVEMENT
32
Was the soil investigated in the footprint and at the elevation of the
subgrade?
Yes
Yes
Yes
Yes
Yes
33
Soil infiltration rate (in/hr)
2 in/hr
2 in/hr
2 in/hr
2 in/hr
2 Whir
34
Is a detailed hydrogeologic study attached if the separation is between 1 and iNIA
2 feet?
NIA
NIA
NIA
NIA
35
Is additional media being added to the soil profile?
Yes
Yes
Yes
Yes
Yes
36
Proposed slope of the subgrade surface (%)
2%
20,6
2%
2%
2%
37
Top of the subgrade (bottom of the aggregate) (fmsl)
7.5
7.5
7,5
7.5
7.5
38 IDewatering
time (hours)
5 hrs
5 hrs
5 hrs
4 hrs.
4 hrs
For DetentionPavement Systems
33 jDrawdown time (hours)
Aggregate
40
Aggregate depth (in)
12 in
12 in
12 in
12 in
41
Aggregate porosity (n)
0.4
0.4
0.4
0.4
42
Size of aggregate to be used in the subbase
#57
Lj
#57
#57
#57
49
+ e aggregate e washed?
es
es
Yes,es
44
TIONAL INFORMATION
use this space to provide any
rates are assumed based on specified engineered fill
IV
MAY 0 8 2019
BY.
Permeable Pavement 1
2:34 PM 5/8/2019

Burd, Tina J
From: Burd, Tina J
Sent: Friday, May 10, 2019 9:06 AM
To: [e-mail]; [e-mail];
[e-mail]
Subject: SW8 190401 - North Waterfront Park
Attachments: SW8 190401 - North Waterfront Park.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 9, 2019 that will be mailed separately, along with any other supporting documents.
Please direct any questions to your reviewer.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

it
Landis
March 28, 2019
Adam Pike, PE
Project Manager
Stewart, Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
Soil Science
l hrlrflkt it Scienee
(;rarr711114wter Seirznce
furiruurmrrLtl Seience
1Vjfeshed X1,ru4gr»trttt
Lanthcapr Arilateawr
Re: Stormwater Infiltration Systems & SHWT Conditions for North Waterfront Park,
Wilmington, North Carolina"
Dear Adam,
As you requested, I am providing the SHWT for the Loading Dock Infiltration Gallery System,
and information concerning the infiltration treatment in the Planting Soils in the central portion of
the park site in lieu of a third infiltration gallery system.
Loading Dock and Infiltration Gallery System
The loading dock is located at the north edge of park property and the proposed infiltration
gallery system is located adjacent to the cul-de-sac right-of-way. The existing topography
slopes down to both of these locations and the existing surface elevation at the end of Cowan
Street is at 2 feet. 4n January 15, 2018 1 mapped the water table depths across the park site.
In the center of the park site the SHWT was at or near the surface of the ground. The water
table slopes to north, west and east away from the center of the site. The steepest gradient is
to the north in the direction of the proposed loading dock and cul-de-sac. I determined on that
date that the seasonally high water table was at an elevation of approximately 4 feet. I choose
this date and method to determine the SHIM", because it was immediately after considerable
precipitation and at that date the apparent water table would be at worst case conditions. A soil
evaluation of redoximorphic conditions was not chosen due to the amount of man-made soil
disturbance that had previously occurred on the site.
Infiltration of Stormwater in the Proposed New Plantin Soils
"Sheet LS-001-Pl shows the type and location of proposed site soils across the park site. They
include; 1. Lawn Soil Profile, 2. Tree/Garden Soil Profile, 3. Native Grass Soil Profile, 4. Coastal
Soil Profile, 5. Permeable Pavement Soil Profile, 6. Artificial Turf Soil Profile, 7. Crushed Stone
Soil Profile, and B. Landform Soil Profile."
"Sheet LS-003-Pi shows the vertical section or soil profile for each of these soils. The soil
depths, subsurface drain lines or sloping site conditions are used to maintain a minimum of 24-
inches of aerobic soils that will provide for treatment of the stormwater. Most of the proposed
soils will maintain 31 to 42-inches of aerobic soils. Therefore the depth to seasonally high water
table corresponds to the depth of the aerobic soils."
Landis, PLLC
3908 Bentley Brook Ur.
Raleigh, North Carolina 27612
telephone 919,696.6930

"Sheet LS-002-P1 shows the network of subsurface drainage mats that are in addition to the
other subsurface drain lines on the engineering sheets. The combination of both types of
subsurface drain lines are at depths and spacing to maintain the at least 24-inches to a
seasonally high water table for the design storm. There are two exceptions: first the Riverfront
Lawn and the Coastal Soil Profile along the Cape Fear River drain laterally due to the steep
slopes down to the river and second the Landform Soil Profile drains to several subsurface drain
lines along its edges. Each type of these soils has been carefully designed for drainage during
storm events and holding moisture for the plantings. Each of the soil types has a separate soil
construction specification for its components, laboratory testing, and installation."
Summary
The North Riverfront Park in Wilmington has been designed to infiltrate the rainfall and runoff
from impervious surfaces so as not to discharge the 1.5-inch rainfall event from leaving the park
site. A combination of treatment in proposed planting soils and two infiltration galleries will more
than adequately aerobically treat the stormwater. Therefore there will be no off -site flow of
stormwater for the 1.5-inch rainfall event. In fact the site has the capacity to handle in the same
manner much larger storm events. We have been designing such stormwater non -discharge
system since 1992. These sites include Great Lawn in Central Park and Hudson River Park
both in New York City; Main Fountain Garden at Longwood Gardens in Kennett Square, PA;
Dwight D. Eisenhower Memorial and National Air & Space Museum both in Washington, DC.,
Sculpture Park Entrance at NC Museum of Art and Historic Moore Square Park in Raleigh, NC.
All previous installations are working in a very satisfactory manner.
Sincerely,
Landis, P
Barrett L. ays, Ph. ., Soil Scientist
NC Licensed Soil Scientist
VA Certified Professional Soil Scientist
National Certified Professional Soil Scientist
NC Registered Landscape Architect
VA Certified Landscape Architect
NY Registered Landscape Architect
Fellow of American Society of Landscape Architects
NCLSS #1005, CPSS #01501, NCRLA #304

Landis
'10 March 28, 2019
Adam Pike, PE
Project Manager
Stewart, Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
soil Srienre
111droto?ri Science
Groundwater Science
Environmental science
I1,11ershed 114,1114g�'M('ttr
Landscape Arrhitertn re
Re: Stormw6ter Infiltration Systems & SHWT Conditions for North Waterfront Park,
Wilmington, North Carolina"
Dear Adam,
As you requested, I am providing the SHWT for the Loading Dock Infiltration Gallery System,
and information concerning the infiltration treatment in the Planting Soils in the central portion of
the park site in lieu of a third infiltration gallery system.
Loading Dock and Infiltration Gallery System
The loading dock is located at the north edge of park property and the proposed infiltration
gallery system is located adjacent to the cul-de-sac right-of-way. The existing topography
IV slopes down to both of these locations and the existing surface elevation at the end of Cowan
Street is at 2 feet. On January 15, 2018 1 mapped the water table depths across the park site.
In the center of the park site the SHWT was at or near the surface of the ground. The water
table slopes to north, west and east away from the center of the site. The steepest gradient is
to the north in the direction of the proposed loading dock and cul-de-sac. I determined on that
date that the seasonally high water table was at an elevation of approximately 4 feet. I choose
this date and method to determine the SHWT, because it was immediately after considerable
precipitation and at that date the apparent water table would be at worst case conditions. A soil
evaluation of redoximorphic conditions was not chosen due to the amount of man-made soil
disturbance that had previously occurred on the site.
Infiltration of Stormwater in the Proposed New Planting Soils
"Sheet LS-001-Pl shows the type and location of proposed site soils across the park site. They
include: 1. Lawn Soil Profile, 2. Tree/Garden Soil Profile, 3. Native Grass Soil Profile, 4. Coastal
Soil Profile, 5. Permeable Pavement Soil Profile, 6. Artificial Turf Soil Profile, 7. Crushed Stone .
Soil Profile, and 8. Landform Soil Profile."
"Sheet LS-003-Pl shows the vertical section or soil profile for each of these soils. The soil
depths, subsurface drain lines or sloping site conditions are used to maintain a minimum of 24-
inches of aerobic soils that will provide for treatment of the stormwater. Most of the proposed
soils will maintain 31 to 42-inches of aerobic soils. Therefore the depth to seasonally high water
table corresponds to the depth of the aerobic soils."
Landis, 13LLC
3908 Bentley Brook Dr.
Raleigh, North Carolina 27612
telephone [phone]

"Sheet LS-002-P1 shows the network of subsurface drainage mats that are in addition to the
other subsurface drain lines on the engineering sheets. The combination of both types of
subsurface drain lines are at depths and spacing to maintain the at least 24-inches to a
seasonally high water table for the design storm. There are two exceptions: first the Riverfront
Lawn and the Coastal Soil Profile along the Cape Fear River drain laterally due to the steep
slopes down to the river and second the Landform Soil Profile drains to several subsurface dram
lines along its edges. Each type of these soils has been carefully designed for drainage during
storm events and holding moisture for the plantings. Each of the soil types has a separate soil
construction specification for its components, laboratory testing, and installation."
Summary
The North Riverfront Park in Wilmington has been designed to infiltrate the rainfall and runoff
from impervious surfaces so as not to discharge the 1.5-inch rainfall event from leaving the park
site. A combination of treatment in proposed planting soils and two infiltration galleries will more
than adequately aerobically treat the stormwater. Therefore there will be no off -site flow of
stormwater for the 1.5-inch rainfall event. In fact the site has the capacity to handle in the same
manner much larger storm events. We have been designing such stormwater non -discharge
system since 1992. These sites include Great Lawn in Central Park and Hudson River Park
both in New York City; Main Fountain Garden at Longwood Gardens in Kennett Square, PA;
Dwight D. Eisenhower Memorial and National Air & Space Museum both in Washington, DC;
Sculpture Park Entrance at NC Museum of Art and Historic Moore Square Park in Raleigh, NC.
All previous installations are working in a very satisfactory manner.
Sincerely,
Landis, PL
Barrett L. ays, Ph. ., Soil Scientist
NC Licensed Soil Scientist
VA Certified Professional Soil Scientist
National Certified Professional Soil Scientist
NC Registered Landscape Architect
VA Certified Landscape Architect
NY Registered Landscape Architect
Fellow of American Society of Landscape Architects
NCLSS #1005, CPSS #01501, NCRLA #304
w�

n
LETTER OF TRANSMITTAL
7k- J
STEWART
BY:._�--
STRONGER BY DESIGN
TO
FROM
Linda Lewis
Adam Pike, PE
NCDEQ
STEWART
127 Cardinal Drive Extension
(919) (866-4805)
Wilmington, NC 28405
DATE SENT VIA
04/10/2019 UPS Next Day Saver (3:00 pm)
PROJECT NUMBER PROJECT NAME
C17135 North Waterfront Park
COPIES DATE DESCRIPTION
2
04/10/19
Construction Documents
1
04/10/19
Revised app, suppl. Form,
SIA response to comments Check for 500
For approval
❑
For review & comment
Returned for corrections
For your use
❑
Approved as submitted
F
Returned after review
As requested
❑
Approved as noted
F
Resubmit copies for approval
State Stormwater Submittal
L
AS dusu�xs��1, V'� ljevc�vc F ?l,G(� 3
tel-
SIGNED /� COPIED TO
file
Adam Pike, PE
421 FAYETTEVILLE ST.
SUITE 400
RALEIGH, NC T 919.380.8750
2760I F 919.380.8752

1
Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, April 24, 2019 6:55 PM
To: [e-mail]
Cc: Adam Pike (APike@ste%vartinc.com); Scott, Georgette; Weaver, Cameron
Subject: North Waterfront Park SW8 190401 2nd Request for AdditionaE Information
Attachments: Letterhead 2018_DEMLR_Wilmington_B1M,2019 01 24.pdf
Attached,
Adam, I am happy to schedule a meeting to go over these comments, if you need it. Hopefully, my
comments are self-explanatory.
Linda

f
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Interim Director
April 24. 2019
NORTH CAROLINA
Environmental Quality
City of Wilmington
Attn: Sterling Cheatham, City Manager (via email Sterling. chea tham @wilmiotonne. ov
PO Box 1810
Wilmington, NC 28402
Subject: Request for Additional Information
Stormwater Project No. SW8 190401
North Waterfront Park
New Hanover County
Dear Mr. Cheatham:
The Wilmington Regional Office received an Express State Stormwater Management Permit
Application for the subject project on April 1, 2019 with additional information received on April 11,
2019. A preliminary in-depth review of that information has determined that the application is not
complete and that additional information is needed. To continue the review, please provide the
following additional information:
15A NCAC 02H.1042(3)(b):
a. Please confirm that the "white boxes" in the middle of the permeable pavement are
4' x 4' landscaped areas for a tree. I assume that the square footage of these boxes
has been deducted from the proposed amount of permeable pavement?
b. Please report the storage elevation as FMSL on the permeable pavement
supplement form. Right now, it's reported as a height in inches above the bottom, not
as an elevation.
c. Line 34 on the Permeable Pavement Supplement cannot be marked as "N/A".
Where the SHWT is between 1-2 feet below the bottom of the system, you must
provide a "detailed hydrogeologic study". This is much more than a standard soils
report and evaluation of the site to estimate the SHWT or the soil's hydraulic
conductivity. The components of a hydrogeologic evaluation are outlined in Chapter
A-2 of the Division's SCM Design Manual. Please go through those components and
reference the specific places in the soils report where that information has been
provided.
d. Please label the point at which the proposed sidewalk which will extend all the way to
the river changes from concrete'to boardwalk.
e. Please show a cross section detail and width dimension of the Nutt Street paved
sidewalk in relat'lonship to the permeable pavement area. Nutt Street scales at 20',
but it's best to have that dimension labeled on the plans.
f. DA-4 (East Front) should be broken down further into 2 separate drainage areas. The
street and parking spaces are one DA and the permeable pavement sidewalk on the
east side is a separate DA treating only its own footprint. There is no opportunity for
the street runoff to utilize the sidewalk for treatment because of the curbing.
g. The drainage areas for DA's 3, 4, 5 and 6 should be equal to the total square footage
of street, sidewalk and permeable pavement. The calculations show some "managed
grass" pervious areas, but please note that grassed areas should not be graded to
drain toward a permeable pavement.
h. The amount of permeable pavement should be reported as a separate amount from
the adjacent BUA it treats on the application under the drainage area columns.
i. Please check the drainage area of DA-6 (PP-B) reported on the application - it
appears to be much larger than sheet SW.03 suggests it should be. DA-6 only treats
half of the Nutt Street sidewalk (about 2300 sf) and a permeable pavement area of
about 5700 sf, for a total DA of about 8000 sf, not 22,555 sf.
RENorth Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Q` Wilmington Regional Office i 127Cardinal Drive Extension 1 Wilmington, North Carolina 28405
d [n.nanm.,,rwwry� 910.796.7215

Statc Stormwatcr f`crmit Xo. SW8 190401
Page 2 o
j. Please check the 9,033 sf BUA for DA-5 (PP -A) reported on the application. Based on
scaling the drainage area map on SW.03, it appears that there is about 2,700 sf of
paved sidewalk (Nutt Street) and about 7,050 sf of permeable pavement or 9,750 sf
total.
k. Please check the drainage area of DA-3 (West Front) reported on the application - it
appears to be much larger than sheet SW.03 suggests it should be. This drainage
area should only be the permeable pavement sidewalk which scales around 7200 sf.
I. My estimates of permeable pavement area are based on scaling, but I'd like to be
more accurate. How wide is the permeable pavement sidewalk on each side of Front
Street? The details refer to the plans for dimensions, but the plans have no
dimensions on them for this permeable pavement.
m. DA-1 (Basin A) appears to include the stage. back of house and restroom buildings,
but there is no amount for buildings listed on the application for DA-1. These
buildings may be "on hold" now, but if you are planning to direct that runoff into
Basin A, you must account for it on the application now.
2. 15A NCAC 02H.1051(1) and .1055(1): Both of the cited MDC for infiltration and permeable
pavement require that the soils evaluation take place "within the proposed footprint and at
the proposed elevation" of the SCM. I am unable to tell from the current soils report if this is
the case. Please provide documentation that at least one boring was taken within the
footprint of each proposed SCM.
3. 15A NCAC 02H.1055(7)(a): Unfortunately, now that Front Street is regraded so that all of the
runoff is directed to the permeable pavement parking spaces in DA-4, the maximum 1:1 ratio
of adjacent BUA to permeable pavement area has been exceeded. The permeable pavement
parking space area within DA-4 is only 3,060 square feet, so the most adjacent BUA that can
be treated is 3,060 sf, but the proposal is to treat 8,846 sf of asphalt pavement. You cannot
claim treatment for the road in the permeable pavement sidewalk on the East side, since
none of the runoff from the street is able to access that system for treatment. See comment
#1(f) above.
Due to the insufficiency of the application, please submit a $500 fee for the additional review
required for this application (in accordance with Session Law 2003-284, Section 11.4A(b)).
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also
remember to provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
The requested information should be received in this Office by April 30, 2019, or the application will
be returned as incomplete. Only two requests for additional information are allowed. If the
application cannot be made complete upon the submission of the requested information, the project
must be returned as incomplete. If there is a desire to re -submit the application into the Express
Program, please contact the Express Coordinator to schedule a new review date. All required
application documents must be resubmitted at that time, including the application fee.
If additional time is needed to submit the requested information, please email your extension
request, prior to the original due date, to the Division at the email address provided below. The
extension request must include a justification and a date of when the requested information will be
submitted to the Division, which shall be no later than 5 business days past the original due date.
Please remember that extension requests delay the issuance of the final permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the State assigned project
number on all correspondence. If you have any questions concerning this matter, please feel free to
call me at [phone] or email me at [e-mail].

State Stormwater Permit No. SWS 190401
Page of
Sincerely,
LbndcvLewbk
Linda Lewis, E.I.
Environmental Engineer III
GDS/arl: G:\\\Stormwater\Permits & Projects\2019\190401 HD\2019 04 addAfo_2 190401
cc: Adam Pike. P.E. (via email: [e-mail])
Wilmington Regional Office Stormwater File

Landis
April 10, 2019
Mr. Adam Pike, PE
Project Manager
Stewart, Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
ECEIVE-
APR 3 0 2019
BY:
Soil Science
Ilprliolugic S''ienre
(mm rrdrnater Seirrtre
Enuhvu,urxrrrl Science
It arershed r1lan, Yewerrr
Landscape Arrliitertrrre
Re: Stormwater Infiltration Systems & SHWT Conditions for North Waterfront Park,
Wilmington, North Carolina
Dear Adam,
As you requested, I am providing the SHWT for the four types of permeable pavement to be
installed in North Waterfront Park. In addition to SHWT, all of the soils to be installed are similar
to the planting soils and are designed to maintain aerobic conditions conducive to treatment of
the stormwater. The four types of permeable pavement systems are as follows:
1. Permeable pavers in and/or along streets -- Plan Sheet LS-003-PI shows detail #5. In
this detail it shows the range in depth of the constructed s_Pii_profile_which is 31 to 42-
inches below the paver surface. The subsurface slotted drainage mart controls the
SHWT which is at depth of 31 to 42-inches below the paver surface. The soil profile
uses Type 3 coarse sand and fine gravel soil mix immediately below the pavers. Below
the Type 3 layer, the soil profile consists of Type 1 loamy sand soil mix.
2. Permeable pavement - Plan Sheet LS-003-Pl shows detail #5. In this detail it shows the
range in depth of the constructed soil_profile which is 31 to 42-inches below the paver
surface. The subsurface slotted drainage at controls the SHWT which is at depth of 31
to 42-inches below'the paver surface. The soil profile uses Type 3 coarse sand and fine
gravel soil mix immediately below the pavers. Below the Type 3 layer, the soil profile
consists of Type 1 loamy sand soil mix.
3. Artificial Turf— Plan Sheet LS-003-Pi shows detail #6. In this detail it shows the range
in depth of the constructed soil profile which is 31 to 42-inches below the paver surface.
The subs`Urface slotted drainage mat controls the SHWT which is at depth of 31 to 42-
inch&s below -the paver surface. The soil profile uses foam matting under the artificial
turf. The foam matting allows for drainage into the under lying Type 1 loamy sand soil
mix.
4. Crushed Stone — Plan Sheet LS-003-P1 shows detail #7. in this detail it shows the
depth of the constructed soil profile to be 42-inches below the crushed stone surface.
The Subsurface slotted drainage mat controls the SHWT which is at the 42-inch depth.
Below the crushed stone surface layer is the Type 1 loamy sand soil mix.
In addition the minor walkways that are not permeable allow for surface flow into the adjacent
planting soils. The planting soils have been designed for a saturated hydraulic conductivity of at
least 5-inches per hour. Saturated flow will only rarely occur in these soils and will occur only
from very large rainfall events. The vast majority of the time the planting soils will hold all of
water from smaller rainfall events such as 1.5-inch events and allow the water to be taken up by
the plants and then will be released by evapotranspiration. Even without any *,pjgP JLE)m
3908 Bentley Brook Dr.
Raleigh, Marti Carolina 27612
telephone [phone]

1
small rainstorms, the soils can easily handle a 1.5-inch rainfall occurring each day or every five
days and maintain the SHV T and aerobic treatment conditions.
Let me know if you have any additional questions or need further elaboration at this time.
Sincerely,
Landis, PLL
Barrett L. ays, Ph.D., Soil Scientist
NC Licensed Soil Scientist
National Certified Soil Scientist
NC Registered Landscape Architect
NCLSS #1005, CPSS #01501, NCRLA #304
IF

Adam Pike PE
Project Manager, Civil Engineering
Stewart E � E I
April 10, 2019 APR 1 1 2019
Linda Lewis
Environmental Engineer III
NCDEQ �Y'
�t 1. 15A NCAC 02H.1051(2) and 02H.1055(2): The separation from the bottom of the infiltration
system / permeable pavement can be reduced to no less than one foot if the applicant
provides a hydrogeologic evaluation. For infiltration basins and trenches, the water table
must subside to its pre -storm elevation within 5 days or less. For permeable pavement, the
standard is to demonstrate that the modified soil profile allows for infiltration of the design
volume within 72 hours. The components of a hydrogeologic evaluation are outlined in
Chapter A-2 of the Division's SCM Design Manual. Please assure that the soils report
submitted with the application contains all of the elements to be considered as the required
hydrogeologic evaluation.
Response:
See letters from Eric Lappala and Barret Kays (attached). Systems will have appropriate
separation from SHWT for permeable pavement systems, and engineered soils designed for
infiltration system areas will allow for the water table to subside well within the required
time limit
f 2. 15A NCAC 02H.1042(2): Please provide an electronic copy of the application materials.
Response:
CD with all relevant information is attached.
{/`3. 3. 15A NCAC 02H.1042(3)(b):
a. The supplement forms currently in use contain a design omission that has not been
corrected yet. Please indicate both the minimum amount of volume that must be
provided in the SCM i.e., the design volume, and the amount of volume that has been
provided in the proposed SCM. Until the form is corrected, you can show one or the
other of these values in the Additional Information area at the bottom of the form.
Just label which one it is.
Response:
CD with all relevant information is attached
b. Please address the following discrepancies on the permeable pavement design
information sheet:
i. The columns are labeled as 4, 5, 6 and 7, but the application reports
columns 3, 4, 5 and 6. Is there a DA7?
Response:
There will only be 6 Devices and 6 associated drainage areas
ii. All of the answers to the General MDC lines 7-17 are crossed out as if they do
not apply? The General MDC do apply to this project.
Response:
This was an error with the EZ tool. Tool has been filled out by hand.
✓,iii. Please provide an actual number for Line 22, the storage elevation.
Response:
Storage elevation provided
For the infiltration system supplement, please address the following:
i. For Infiltration A and C, the diversion weir is set at the same elevation as the
top of the Rain 'sank, so, your storage and bypass elevations should be the
same on the supplement form, 6.18 for A and 7.26 for C.
Resposne:
Spreadsheet was rounding the bypass elevations, but these elevations are
the same.
/ii. The bottom surface area and storage elevation surface areas have been left
blank (lines 32 and 33). Please fill these in.
Response:
These were for infiltration basins only, our products have been classified as
/ trenches
r iii. For a RainTank system, there is no need to complete any of the "For Trenches

Only" information. The 59x18 and the 41x12 lengths and widths will need to
be multiplied out and entered as bottom surface areas in Line 32. Since the
RainTank system is rectangular, the bottom and storage surface areas are
the same. (Line 33).
Response:
Acknowledged
�( d. The March 28, 2019 soils report and SHWT estimate appears to be specific tothe
loading dock area (Infiltration C). What about the soils, infiltration rate and SHWT
estimates for Infiltration A and the 4 permeable pavement areas?
Response:
See letters attached.
e. Piped runoff must be treated in an SCM - it cannot be bypassed. It appears that only
half of the runoff from Old Front Street is being treated by permeable pavement. The
other half is being collected and discharged into the existing piped drainage system
in Cowan Street. Please provide treatment for all of the road runoff.
Response:
Old Front St has be regraded to flow all of the runoff to the Permeable Pavement
System to the west
f. The diversion structure for Infiltration A is technically 54-JB. This is the point at which
the runoff is either sent into Infiltration A or is "diverted" to 53-JB to exit the site. The
details on Sheet C-136-P1 indicate that 54-JB might also be called "Diversion
Structure B". The subdrainage plan C-131-P1 does not label Diversion Structure B.
Please be consistent in labelingthe structures.
Response:
Structure label has been changed for consistency. Diversion no longer required. 2
g. It does not appear that a design for all of the permeable pavement / pervious
concrete areas has been provided. On the proposed drainage area map, SW.03, the
green hatched "zero runoff area" contains pervious concrete, but no design
information, calculations or supplements have been provided. In order to count that
as a pervious surface, you must demonstrate via calculations, and supplement form
that it has been designed to infiltrate.
Resposne:
There's no pervious pavement/permeable pavement in the zero runoff area. This
has been changed based on the landscape architects request. This area has
concrete and gravel impervious surfaces. All area drains have been removed from
impervious surfaces requiring runoff to sheetflow to landscape and lawn areas.
Without any directly connected impervious surfaces to collection systerns, this area
has been calculated to have a CN below 64. As outlined in the MDC this will have 0
cfs of runoff frorn the design storm and therefore no treatment device is required.
Calculation sheet for zero runoff areas is included in the calculation packet.
h. The proposed impervious area map SW.02 indicates that the black hatched area is
sidewalk. Is it intended that this sidewalk will extend all the way to the river? It also
appears that there is a narrow sidewalk or retaining wall running north -south roughly
following the 10-contour toward the stage area. Please label what this structure is on
the plans. How is the runoff from these areas going to be collected and treated?
Sheet flow of runoff from impervious surfaces does not meet the high density
treatment requirement.
Resposne:
Sidewalk will change to boardwalk to connect to the existing Riverwalk. Impervious
surfaces in this area sheet flow to lawn/landscape areas and will result in a CN value
below 64 indicating 0 cfs of runoff from the design storm. Calculation sheet for zero
runoff areas is included in the calculation packet.
i. What's being proposed in the area where Sediment Basin #2 is located? The pipe
that collects the runoff from that paved sidewalk area won't be able to collect
anything if there is no low spot graded there for the runoff to stage up. Right now,
everything appears to simply sheet flow down to the river. If this area has proposed
boardwalks, please show and label them on the plans.
Response:
Area drain will be graded to lowpoint in this area. Annotation has been added. We
will coordinate with the Hargraves and Associates on revising the grading.
j. Please show grading, spot elevations and dimensions for the Nutt St►eetsidewalk
and for the permeable pavement areas that will treat that runoff.
Response:
Grading plan has been included in the set
k. Please label the split section views on Sheet C-135-P1 as East and West to correlate

Isof
with the supplement forms and the drainage area sheet SW.03.
Response:
Sheet has been split
4. Until these questions are addressed, I am unable to check the SCM design. Please ensure
that the area of the permeable pavement itself is included as BUA when calculating the
minimum required design volume to infiltrate.
Resposne: SCM design sheets have been revised to include permeable pavement areas
as BUA

t
Ir
r
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[e-mail]
April 8, 2019
Subject: North Waterfront Park Infiltration Systems
Dear Ms, Lewis:
This letter provides my assessment of the stormwater Best Management Practice (BMP) systems that
have been designed by Stewart Engineers for the North Waterfront Park (NWP) in Wilmington. As
documented in our August 8, 2018 hydrogeologic report to Hargreaves and Associates which I
understand you have reviewed, the BMP for runoff from impervious surfaces will provide the necessary
separation from the SHWT that will occur in the engineered high permeability back -fill below the system
and connecting to the bank of the Northeast Cape Fear River. This system is shown on Stewart Drawing
Sheets C-138-P1 and C-136-P1 which are attached. The BMP to be constructed below the Loading
Dock will also be connected to the bank of the river with a high permeability engineered Ell zone and
will therefore perform as the one evaluated in our hydrogeologic report,
These systems will also provide the required dissipation of mounding from infiltration of the design
storm within 24 hours as shown in our hydrogeologic report.
Sincerely yours,
Eric G. Lappala, P.E., P.H.
Attachments: Stewart Drawing Sheets C 138-P I and C- I 36-P 1
Eagle Resources, P.A.
215 West Moore Street Southport, NC 28461
919-345-1013 www.eagleresources.cam

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Lewis,Linda
From:
Lewis,Linda
Sent:
Thursday, April 04, 2019 8:46 AM
To:
'[e-mail]'
Cc:
Adam Pike ([e-mail])
Subject:
EXPRESS- Request for Additional Information SW8 190401
Attachments:
Letterhead 2018_DEMLR_Wilmirgton_BW 2019 01 24.pdf
Attached please find the Division's request for additional information regarding the North Waterfront
Park project.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewisPncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
4
Nothing Compares_-`.`
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

i
'kOY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Interim Director
April 3, 2019
NORTH CAROLINA
Environmental Quality
City of Wilmington
Attn: Sterling Cheatham, City Manager (via email Sterlin .cheatham@wilmin tonnc. ov
PO Box 1810
Wilmington, NC 28402
Subject: Request for Additional Information
Stormwater Project No. SW8 190401
North Waterfront Park
New Hanover County
Dear Mr. Cheatham:
The Wilmington Regional Office received an Express State Stormwater Management Permit
Application for the subject project on April 1, 2019. A preliminary in-depth review of that information
has determined that the application is not complete and that additional information is needed. To
continue the review, please provide the following additional information:
1. 15A NCAC 02H.1051(2) and 02H.1055(2): The separation from the bottom of the infiltration
system / permeable pavement can be reduced to no less than one foot if the applicant
provides a hydrogeologic evaluation. For infiltration basins and trenches, the water table
must subside to its pre -storm elevation within 5 days or less. For permeable pavement; the
standard is to demonstrate that the modified soil profile allows for infiltration of the design
volume within 72 hours. The components of a hydrogeologic evaluation are outlined in
Chapter A-2 of the Division's SCM Design Manual. Please assure that the soils report
submitted with the application contains all of the elements to be considered as the required
hydrogeologic evaluation.
2. 15A NCAC 02H.1042(2): Please provide an electronic copy of the application materials.
3. 15A NCAC 02H.1042(3)(b)
a. The supplement forms currently in use contain a design omission that has not been
corrected yet. Please indicate both the minimum amount of volume that must be
provided in the SCM i.e., the design volume, and the amount of volume that has been
provided in the proposed SCM. Until the form is corrected, you can show one or the
other of these values in the Additional Information area at the bottom of the form.
Just label which one it is.
b. Please address the following discrepancies on the permeable pavement design
information sheet:
I. The columns are labeled as 4, 5, 6 and 7, but the application reports
columns 3, 4, 5 and 6. Is there a DA7?
ii. All of the answers to the General MDC lines 7-17 are crossed out as if they do
not apply? The General MDC do apply to this project.
iii. Please provide an actual number for Line 22, the storage elevation.
c. For the infiltration system supplement, please address the following:
i. For Infiltration A and C, the diversion weir is set at the same elevation as the
top of the Rain Tank, so, your storage and bypass elevations should be the
same on the supplement form, 6.18 for A and 7.26 for C.
ii. The bottom surface area and storage elevation surface areas have been left
blank (lines 32 and 33). Please fill these in.
iii. For a RainTank system, there is no need to complete any of the "For Trenches
Only" information. The 59x18 and the 41x12 lengths and widths will need to
be multiplied out and entered as bottom surface areas in Line 32. Since the
RainTank system is rectangular, the bottom and storage surface areas are
same.thp (Line 33).
e:!�fD �..- North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
��/J/j� Wilmington Regional Office 1 127 Cardinai Drive Extension i Wilmington, North Carolina 28405
Noran+cawouua r
910.796.7215

State Stormwater Pcrmit No. SW8 190401
Page 2 of 3
d.
The March 28, 2019 soils report and SHWT estimate appears to be specific to the
loading dock area (Infiltration C). What about the soils, infiltration rate and SHWT
estimates for Infiltration A and the 4 permeable pavement areas?
e.
Piped runoff must be treated in an SCM - it cannot be bypassed. It appears that only
half of the runoff from Old Front Street is being treated by permeable pavement. The
other half is being collected and discharged into the existing piped drainage system
in Cowan Street. Please provide treatment for all of the road runoff.
f.
The diversion structure for Infiltration A is technically 54-JB. This is the point at which
the runoff is either sent into Infiltration A or is "diverted" to 53-JB to exit the site. The
details on Sheet C-136-PI indicate that 54-JB might also be calied "Diversion
Structure B". The subdrainage plan C-131-PI does not label Diversion Structure B.
Please be consistent in labeling the structures.
g.
It does not appear that a design for all of the permeable pavement/ pervious
concrete areas has been provided. On the proposed drainage area map, SW.03, the
green hatched "zero runoff area" contains pervious concrete, but no design
information, calculations or supplements have been provided. In order to count that
as a pervious surface, you must demonstrate via calculations, and supplement form
that it has been designed to infiltrate.
h.
The proposed impervious area map SW.02 indicates that the black hatched area is
sidewalk. Is it intended that this sidewalk will extend all the way to the river? It also
appears that there is a narrow sidewalk or retaining wall running north -south roughly
following the 10-contour toward the stage area. Please label what this structure is on
the plans. How is the runoff from these areas going to be collected and treated?
Sheet flow of runoff from impervious surfaces does not meet the high density
treatment requirement.
i.
What's being proposed in the area where Sediment Basin #2 is located? The pipe
that collects the runoff from that paved sidewalk area won't be able to collect
anything if there is no low spot graded there for the runoff to stage up. Right now,
everything appears to simply sheet flow down to the river. If this area has proposed
boardwalks, please show and label them on the plans.
j.
Please show grading, spot elevations and dimensions for the Nutt Street sidewalk
and for the permeable pavement areas that will treat that runoff.
k.
Please label the split section views on Sheet C-135-P1 as East and West to correlate
with the supplement forms and the drainage area sheet SW.03.
4. Until these questions are addressed, I am unable to check the SCM design. Please ensure
that the area of the permeable pavement itself is included as BUA when calculating the
minimum required design volume to infiltrate.
Due to the insufficiency of the application, please submit a $500 fee for the additional review
required for this application (in accordance with Session Law 2003-284, Section 11.4A(b)).
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also
remember to provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
The requested information should be received in this Office by April 11, 2019, or the application will
be returned as incomplete. If the project is returned and you wish to re -submit to the Express
Program, you will need to reschedule the project through the Express Coordinator for the next
available review date and will need to resubmit all required items at that time, including the
application fee.
If additional time is needed to submit the requested information, please email your extension
request, prior to the original due date, to the Division at the email address provided below. The
extension request must include a justification and a date of when the requested information will be
submitted to the Division, which shall be no later than 5 business days past the original due date.
Please remember that extension requests delay the issuance of the final permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.

State Stormwater I'crtnit No. S%%18 190401
Page 3 of ?
f
Please label all packages and cover letters as "Express" and reference the State assigned project
number on all correspondence. If you have any questions concerning this matter, please feel free to
call me at [phone] or email me at [e-mail].
Sincerely,
Mm
Linda Lewis, E.I.
Environmental Engineer III
GDS/arl: G:\\\Stormwater\Permits & Projects\2019\190401 HD\2019 04 addinfo 190401
cc: Adam Pike, P.E. (via email: [e-mail])
Wilmington Regional Office Stormwater File

STEWART
LETTER OF TRANSMITTAL
TO
ECEIVE
APR 11 2019
BY'
FROM
Linda Lewis
Adam Pike, PE
NCDEQ
STEWART
127 Cardinal Drive Extension
(919) (866-4805)
Wilmington, NC 28405
DATE SENT VIA
04/10/2019 UPS Next Day Saver (3:00 pm)
PROJECT NUMBER PROJECT NAME
C17135 North Waterfront Park
COPIES DATE DESCRIPTION
2
04 10/ /19
Construction Documents
1
04/10/19
Revised app, suppl. Form,
SIA response to comments, Check for $500 _
®
For approval
❑
For review & comment
EReturned
for corrections
For your use
❑
Approved as submitted
Returned after review
As requested
Approved as noted
Resubmit copies for approval
State Stormwater Submittal
SIGNED
Adam Pike, PE
COPIED TO
file
STRONGER 8Y DESIGN
421 FAYETTEVILLE ST. RALEIGH, NC T 919.380.8750
SUITE 400 27601 F 9I9.380.8752

Lewis,Linda
From: Lewis,Linda
Sent: Thursday, March 21, 2019 4:13 PM
To: Adam Pike ([e-mail]); Luke Perkins
Cc: 'Amy Beatty';'[e-mail]; Weaver, Cameron
Subject: Wilmington Waterfront Express Meeting
131
To summarize our meeting earlier today at 11 am; I have the following items in my notes:
1. You can exclude proposed public streets from the project area and density calculation if they
will be designed per NCDOT standards and will be turned over and maintained by a public
entity holding an MS4 permit.
2. Update the O&M to remove the proposed sand filters and switch to infiltration trenches instead
of basins.
3. Provide new supplements using supplement EZ available on our website. This should
eliminate the BUA credit problem with the permeable pavement:
https://deg.ne.gov/about/divisions/energy-mineral_-land-resources/eneny-mineral-land-permit-
uidance/stormwater-bm -manual
4. For SupplementEZ, there is only one supplement to cover both basins and trenches.
5. Please match up the SCM id numbers with the drainage area columns on the application.
6. Please ensure that the calculation pages are complete and that information was not cut off
from the pages which were copied in "landscape" mode.
7. Please do not composite a curve number for the drainage area. You must run the calculation
twice, once for the directly connected BUA and once for the rest of the site and add the two
volumes together.
8. Please ensure that the estimated SHWT elevation is specified in the soils report.
9. Please check that the proposed buildings do not infringe on the 50' buffer. If the Division of
Coastal Management has determined that this "Urban Waterfront" meets the requirements of
07H.0209(g), then a vegetated setback is not required for state stormwater, (we did not
discuss this in our meeting, but I thought about it later).
10. if you reduce the separation distance to the SHWT down to one foot, you must provide a
hydrogeologic evaluation which demonstrates that the water table will subside to pre -storm
levels within 5 days or less.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405

For DEC Use ONLY
Reviewer
North Carolina Department of Environmental Quality Cr
Submit: i
Request for Express Permit Review
Time.
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative site plan (PDF file) and vicini(y map (same items expected in the application
acka a of the project location. Please include this form in the application package.
• Asheville or Mooresville Regions -Alison Davidson 828-296-4698;alison.davidson(a)ncdenr.gov
• Winston-Salem, Fayetteville or Raleigh Regions -David Lee 919-791-4204; david.lee(dncdenr.,7ov
• Washington Region -Lyn Hardison 252-948-3842 or 1 n.hardison ncdenr. ov
Wilmington Region -Cameron Weaver 910-796-7265 or cameron. weavencdenr. ov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: NORTH WATERFRONT PARK County: NEW HANOVER
Applicant: CITY OF WILMINGTON Company:
Address: 102 NORTH THIRD STREET City: WILMINGTON, State: NC Zip: 28402-1810
Phone: , Fax: _ = T, Email: @
.Physical Location.34.247901,-77.950417
P t D 'n ' t SC w tors - Water classification SW DWR Surface Water Classifications Man)
Provided Existing Permits
related to this Proiect
SW
SW _
SW _
NPDES
NPDES
WQ _
WQ _
E&S
E&S
Other
r0)eC ral s In 0 _ a _
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? YIN, within '/z mile and draining to class SA waters YIN or within 1
mile and draining to class HQW waters? YIN
EngineeriConsultan t: ADAM PIKE Company: STEWART Address: 223 S. WEST ST SUITE 1100 City: RALEIGH, State: NC Zip: 27603-_ ECEIV.
Phone: [phone], Fax: [phone], Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE FEB 11 20'
$ # JOBS
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 calls - Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial 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 Swales ❑ Off -site [SW (Provide permit #)]
ElHigh Density -Detention Pond _ # Treatment Systems ® High Density -Infiltration 2 #Treatment Systems
® High Density -Bio-Retention 19 Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems/❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit4)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 7_5 acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE_ TO YOUR PROJECT (for both scoping and express meeting requestl
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wi US ACOE: ❑ Yes ❑ No Permit
For I)1:0 use anit
Fee Split for multiple permits: {Check # _ Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mai; )] Min)
$
SW (❑ HD, ❑ LID, ❑ Gen)
1
$
401:
1
$
LQS
$
Stream Deter,_
$
NCDEQ EXPRESS August 2018

North Waterfront Park
Wilmington, North Carolina
Prepared By
Stewart Inc.
STEWART
SUMMARY
Site Information
The proposed North Waterfront Park will be located in Wilmington, north of
downtown toward Isabel Holmes Bridge where Hwy 74 crosses over the Cape Fear
River. Currently the site consists of two parcels with acreage of 6.44 and 0.21. The
two parcels are divided by City of Wilmington ROW which contributes an additional
0.887 acres to the project area. The parcels and ROW contain predominantly lawn,
perimeter scrub growth, and minimal impervious area in the form of gravel parking.
There are no existing structures on the property and the Wilmington Riverwalk
Boardwalk is adjacent to the west perimeter of the site. The combined area of
7.537 acres is proposed to be redeveloped as a public park with pre -agreed shared -
use as a venue with Live Nation. The existing ROW is proposed to be realigned and
a new roadway is proposed along the eastern edge of the site to provide one-way
vehicular and bicycle traffic from north to south. The site design also includes an
arched vehicle -rated pedestrian path following the arch of the historic railroad
alignment through the site. Three buildings are proposed as part of the park: (1) a
stage with attached support structure for restrooms, kitchen, and artist hospitality
areas, (2) a central concession building with restrooms and mechanical equipment,
and (3) a small box office. The proposed park design also includes a playground,
urban garden, and adjustments to the existing rivers edge topography to provide
coastal marsh areas.

FUTURE
DEVELOPMENT
SITE
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SHEET NOTES
DEVELOPMENT
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NORTH
WATERFRONT'
PARK
WILMINGTON, NORTH CAROLIN"
CONFIDENTIAL
NO L FOR coNS TRUORON
0 sO
w�nw:.wR <z
prt•d flt .a.44
ptw. -n1mt.
LANDSCAPE
MATERIALS
PLAN
L-131

5USGS
sttienae Iw a changing world
IIORTH
CAROLIH
COARRANGLE LCXAT10H
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
9' 19' - 166 MILS_- lG„ 3t
V 39.._ i
�29 MILS
,f
t
UTM GRID AND 2016 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
1 I-aland
1 I 2 3 2 Castlo Hayno O.S. National Grid
3 Scotts Hill IMOLD— Sn— ID
4 5 4 Winnabow
5 Wrightsvillo Boesch TC
6 Fun5ton
6 7 8 7 Carolina Boach
8 Carolina Boach Of E rr�a ime oeslQ.atvl
ADJ R WIG QOADRAHGtES t>!S
Produced by the United States Geological Survey
1lorth Amxican Datum of 1993 (NAD83)
World Gvodotic System of 1984 (WGS84). Projection and
1 00 0-motor grid: Universal Transvorso Morcator, Lana 1BS
10 ODD -foot ticks: North Carolina Coordinate System of 1983
This map is not a logal document. Boundaries may bo
gonoializod for this map scale. Private lands within govornmeni
romKvations may not bo shown. Obtain pormission botoro
ontoring privato lands.
Intagory ........................... ........................ t1A1p, May 2014
Roads ................................ t1.S. Consus Buroau, 2015 - 2016
llamos............ ...................... ........................ G111s, 2016
Hydrography....................National Hydrography Datasat, 2014
Contours ............... ............. Ilatianal Elovation Datasot, 20D8
Boundaries... --------- Meiliplo saurcos; seo nwtadata fib 1972 - 2016
Wetlands ......... FWS National Wattands Invontory 1971 - 2014
ROAD CLASSIFICATION
Exprossway Local Connoctor
Socandary Hwy Local Road
Ramp 4WD ------
® Intorstato Routo C3 UsRouts O Stalo Routo
Tha National Map
�USTopo
WILMINGTON QUADRANGLE
NORTH CAROLINA
7.5-MINUTE SERIES
WILMINGTON, NC
2016
SCALE 1:24 000 �� a
1 0.5 0 KILOMETERS 1 2SC
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low500 0 METERS WOO 2000 04
I 0.5 0 9D K
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�k*1 CO
FEET
CONTOUR INTERVAL 5 FEET � Z
NORTH AMERICAN VERTICAL DATUM OF 1988 LLL,1
Iml!Y
= 4
This map was producod to conform with tho 0) C7
National Goospatial Program US Topo Product Standard, 2011. xm_= x
A motadata f1To associatod with this product is draft version 0.6.19

Weaver, Cameron
From: Adam Pike <[e-mail]>
Sent: Monday, February 11, 2019 2:40 PM
To: Weaver, Cameron
Cc: Luke Perkins; Joe Puckett; Mary Lydecker
Subject: RE: [External] Wilmington Water Front Park
Attachments: REQUEST FOR EXPRESS form FINAL.pdf; Site Plan.pdf; C17135-USGSette.pdf; NWP
narrative.pdf
Fallow Up Flag:
Flag Status:
Cameron,
Follow up
Completed
Please find attached the needed information for express review request for state stormwater and erosion
control. Please note that the site plan is from our DID submittal and have change very slightly. Please let me know if you
need anything else to get us on the calendar.
Thanks
Adam Pike, PE, LEED AP I Project Manager, Civil Engineering
Direct 919.866.4805
STEWART
STRONGER BY DESIGN
Find out why we are a 2017 BES T PLACE TO WORK!
Visit us at www,stewartinc.com
From: Lewis,Linda <[e-mail]>
Sent: Friday, February 08, 2019 9:44 AM
To: Adam Pike <[e-mail]>
Cc: Luke Perkins <[e-mail]>; Joe Puckett <[e-mail]>; Mary Lydecker
<mlydecker@ hargreaves.com>
Subject: RE: [External] Wilmington Water Front Park
The Division maintains a website that will provide you with information and requirements for applying
to the Express Review Program. To schedule an express review of a project, please contact
Cameron Weaver at 910-796-7265 or via email Cameron.w_eave_r(c-�ncdenr.gov.
Linda
From: Adam Pike <APike@_stewartinc.com>
Sent: Friday, February 08, 2019 9:09 AM
To: Lewis,Linda <[e-mail]>
Cc: Luke Perkins <I erkins stewartinc.com>; Joe Puckett <JPuckett stewartinc.com>; Mary Lydecker
<mlydecker@ hargreaves.com>
Subject: [External] Wilmington Water Front Park

Good Morning Linda,
I'm stepping in to help Joe Puckett and Natalie Carmenfor the noted project. I understand that they had a presubmittal
meeting with you sometime time ago about the project. We now have our plans at a place suitable for permitting with
DEQ. We would be looking for State and Land Quality express review on my end.
I understand that there is a little bit of a lead time for getting express review date. Would it be possible to get a current
time from request form submittal to express review date? If not, completely understand.
Thanks
Adam Pike, PE, LEED AP I Project Manager, Civil Engineering
STEWART
STRONGER BY DESIGN
Direct 919.866.4805
Main 919,380.8750
Mobile [phone]
223 S. WEST ST, SUITE 1100, RALEIGH, NC 27603 {WE'VE MOVED!
Find our why we are a 2017 BEST PLACE TO WORK!
Visit us at www.stewartirc.com
;.c

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�CRI ALK
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DRAINAGE TO PERMEABLE PAVEMENT OLD FRONT
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DRAINAGE TO INFILTRATION SYSTEM C Co Ez
' BYPASS DRAINAGE 1 .APR O x 2019
BY:
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
I PROJECT INFORMATION
NORTH
WATERFRONT
PARK
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesionesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, INC 27603
www.stewartinc-com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road Suite 104 Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
NOT FOR
CA CONSTRUCTION
CONSTRUCTION
= : Q SEAL _
y 036231 i U,,
��,
'',ff',llfl f11f111\11\"
I ISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE APPLICATION
03/22/2019
I KEY MAP _
N I
+_l ; t;q A aICIaelZ4ill F-1ILOU
Project No.: NWP 1701
Drawn By: NBC
Checked By: JWP
Date: 03.05.2019
Scale: 1 " = 30'
SHEET TITLE
PROPOSED
DRAINAGE AREAS
SHEET NO.

PROJECT INFORMATION
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COVERAGE TYPE
�t BUILDING
LAWN
PERVIOUS CONCRETE
PERVIOUS PLAYGROUND
PERVMEABLE PAVEMENT
PLANTING
ROAD
SIDEWALK
WAT
WATER
IMPERVIOUS
PERVIOUS
TOTAL
13677.77
13677.77
100351.31
100351, 31
11072.91
11072.91
3689.66
3689.66
35818.27
35818.27
102244. 39
102244, 39
18341- 65
18341- 65
43852.34
43852.34
903.77
903.77
12533.40
12533.40
LEGEND
\� LAWN
PLANTING AREA TYPE 1
PLAYGROUND (PERVIOUS)
BUILDINGIROOF
PERVIOUS CONCRETE
PERMEABLE PAVEMENT AREA
ROADWAYIPAVEMENT
SIDEWALK
WATER
EG IVE7.
A
APR 0 12019
by.
1 2 3 1 4 1 5 1 6 1 7 18 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17
NORTH
WATERFRONT
PARK
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign,com
I SEAL/SIGNATURE
`i,Ltll lrll
• SEAL
q ' 036231 iu
i
y
NOT FOR CONSTRUCTION
ISSUE/REVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
COORDINATION SET
01/31/2019
4
PERMIT SET
02/15/2019
KEY MAP
N�
Project No.: NWP 1701
Drawn By: NBC
Checked By: JWP
Date: 03.05.2019
lScale: 1" = 30'
I SHEET TITLE
lSHEET NO. „
PROPOSED
IMPERVIOUS
AREAS
Wo 2

L�10 COWAN STREET
WILMINGTON NC 28403
K
J
H
G
F
E
C
1.9
NCDEQ EXPRESS REVIEW
ISSUED DATE: 04.30.2019
4 21
17
Y
VICINITY MAP
SCALE: 1" = 500'
SITE
S
4'
•"IF
SITE DATA
PROJECT NAME: NORTH WATERFRONT PARK
SITE ADDRESS: 10 COWAN STREET - WILMINGTON NC
COUNTY: NEW HANOVER
RIVER BASIN: CAPE FEAR
DISTURBED AREA: 7.33 AC
EXISTING IMPERVIOUS AREA: 23,942 SF
PROPOSED IMPERVIOUS AREA: 156,619 SF
LANDSCAPE ARCHITECT
axon
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Bruoswick St
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Fanlni- .
Hianoyer Sr
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VM 7 -WIAY
raft t
STORMWATER SHEET LIST
SHEET NUMBER
SHEET TITLE
G-001-PI
CIVIL NOTES AND LEGEND
C-100-Pi
CIVIL TOPOGRAPHIC SURVEY
C-101-Pi
CIVIL DEMOLITION PLAN
C-111-Pi
CIVIL EROSION & SEDIMENTATION CONTROL
NOTES
C-112-P1
CIVIL EROSION & SEDIMENTATION (PHASE i)
C-113-P1
CIVIL EROSION & SEDIMENTATION (PHASE II)
C-131-P1
CIVIL SUBDRAINAGE PLAN
C-132-P1
CIVIL STORM PIPE TABLE
C-133-P1
CIVIL STORM STRUCTURE TABLE
C-134-P1
CIVIL INFILTRATION GALLERY DETAILS
C-135-P1
CIVIL INFILTRATION SYSTEM A DETAILS
C-136-P1
CIVIL PERMEABLE PAVEMENT DETAILS
C-137-P1
CIVIL INFILTRATION SYSTEM B DETAILS
C-138-P1
CIVIL INFILTRATION SYSTEM C DETAILS
C-139-P1
CIVIL PERMEABLE PAVEMENT DETAILS
C-151-Pi
CIVIL FRONT STREET PLAN AND PROFILE
C-150-P1
CIVIL FRONT STREET LAYOUT PLAN
C-152-P1
CIVIL SUB -SLAB PLAN AND DETAILS
C-153-P1
LOADIN DOCK GRADING PLAN AND DETAILS
C-510-P1
CIVIL EROSION CONTROL DETAILS
C-530-P1
CIVIL STORM DETAILS
CIVIL ENGINEERING
.�j
A44
STEWART
EROSION CONTROL SHEET LIST
SHEET NUMBER SHEET TITLE
C-001-Pi
CIVIL NOTES AND LEGEND
CIVIL TOPOGRAPHIC SURVEY
CIVIL DEMOLITION PLAN
CIVIL EROSION & SEDIMENTATION CONTROL
NOTES
C-100-P1
C-101-Pi
C-111-P1
C-112-P1
CIVIL EROSION & SEDIMENTATION (PHASE i)
C-113-P1
CIVIL EROSION & SEDIMENTATION (PHASE II)
C-131-P1
CIVIL SUBDRAINAGE PLAN
CIVIL FRONT STREET PLAN AND PROFILE
C-151-Pi
C-520-P1
CIVIL UTILITY DETAILS
CIVIL STORM DETAILS
C-530-P1
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
6q-II14Y- Zaq
IVEn
APR 3 0 2419 I
HARGREAVES ASSOCIATES
A
180 VARICK STREET SUITE 204
STEWART INC. - CIVIL
223 S. WEST STREET FIRM LICENSE #: C-1051
j 4(
NEW YORK, NY 10014
CONTACT: ADAM PIKE, PE, LEED AP
SUITE 1100 ww.stewartinc.com
w
t3Y:
PROJECT MANAGER
919IGH, N PROJECT#: C17135
CONTACT: MARY LYDECKER
507603
617.401.9155
919.866.4805 (T)
[e-mail]
[e-mail]
1 1 2 1 3
1 4 5 1 6 1 7 8 1 9
1 10 1 11
12 13 1 14 1 15 1 16 1 17
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineenng = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www_deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
A
_ •, ti.%
Q SEAI_4%i e _
036231 , Lu
ISSUEIREVISIONS -
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
04/19/2019
KEY MAP
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Project No.: C17135
Drawn By:
Checked By:
Date:
Scale:
SHEET TITLE
SHEET NO.

N
M
L
K
J
low]
re-
F
E
F
C
A
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
COMPLIANCE WITH THE OFFICE OF STATE CONSTRUCTION,
DEPARTMENT OF INSURANCE, NCDENR, AND ALL OTHER APPLICABLE
LOCAL, STATE AND FEDERAL GUIDELINES. ALL UTILITY
CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL
JURISDICTIONAL STANDARDS AND SPECIFICATIONS.
2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC
INFORMATION PROVIDED BY CITY OF WILMINGTON ENGINEERING
DIVISION, DATED SEPTEMBER 15, 2015. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY
DISCREPANCIES OR CONFLICTS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING,
COORDINATING AND PAYMENT FOR ALL NECESSARY LOCATING
SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE
CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO
NOTIFICATION CENTER AND FACILITY OWNERS (PER NC STATUTE) NO
LESS THAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING DAYS
PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER
FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR
CONFLICTS, NO EXCAVATION OR DEMOLITION SHALL BE STARTED
WITHOUT ALL UTILITIES BEING LOCATED.
4. ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION
DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED
ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION
AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE
AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE
CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED OR
REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF
THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.
1. THE CONTRACTOR SHALL REMOVE CONCRETE (WHERE REQUIRED) TO
THE FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE.
2. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT (WHERE
REQUIRED) TO OBTAIN A CLEAN EDGE.
3. CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR
SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE
AND RAISED TO BE FLUSH WITH NEW GRADE.
4. ANY UTILITY SERVICES SHOWN TO BE REMOVED OR RELOCATED SHALL
BE COORDINATED WITH THE APPROPRIATE UTILITY PROVIDER.
CONTRACTOR IS RESPONSIBLE FOR APPROPRIATE SEQUENCING OF
UTILITY DEMOLITION WITH THE RESPECTIVE UTILITY AGENCIES.
5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR TO
BEGINNING DEMOLITION OPERATIONS. NOTIFY "NORTH CAROLINA ONE
CALL" (TELEPHONE [phone]) AT LEAST 48 HOURS PRIOR TO START
OF DEMOLITION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR
SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN
LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL."
6. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE
SOILS SHALL BE PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION
DOCUMENTS.
7. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED
COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS DIRECTLY
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND
COORDINATING PERMITS, INSPECTIONS, CERTIFICATIONS AND OTHER
REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT.
7. THE CONTRACTOR SHALL MAINTAIN "AS -BUILT" DRAWINGS TO
RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO
CONCEALMENT, VALVE AND MANHOLE CHANGES, AND HARDSCAPE
OR LANDSCAPE CHANGES. DRAWINGS SHALL BE PROVIDED TO THE
OWNER'S REPRESENTATIVE AT REGULAR INTERVALS, OR AS
REQUESTED THROUGHOUT THE PROJECT FOR RECORD KEEPING.
8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS
ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED TO THE
OWNER'S REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM
THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS
WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.
9, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF
ANY EXISTING UTILITY LINES REQUIRED TO COMPLETE ANY PORTION
OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE
FOR THE COORDINATION AND COSTS OF THE RELOCATION AND
ASSOCIATED WORK.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE
PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND
RUBBISH CAUSED BY THE CONTRACTOR. ALL DEBRIS SHALL BE
REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
11. THE ENGINEER ANDIOR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE
PROJECT AS SET FORTH IN THESE PLANS.
12. ROADWAYS (TEMPORARY OR PERMANENT) MUST BE CAPABLE OF
SUPPORTING FIRE FIGHTING APPARATUS (85,000 LBS) DURING ALL
PHASES OF CONSTRUCTION ONCE VERTICAL CONSTRUCTION HAS
BEGUN.
ASSOCIATED WITH ITEMS TO BE REMOVED.
8. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF
LEGALLY OFF -SITE UNLESS OTHERWISE NOTED ON THIS PLAN.
15. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES (WATER,
SEWER, ETC) SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD
PIPE AND STRUCTURES REMOVED DO NOT IMPACT OR MINIMIZE SERVICE
INTERRUPTION TO EXISTING FACILITIES TO REMAIN. PROVISIONS SHALL
BE MADE TO MAINTAIN SERVICE DURING CONSTRUCTION.
9. REFER TO EROSION CONTROL DRAWINGS FOR TREE PROTECTION PLAN 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL
AND REQUIREMENTS. DAMAGES TO THE EXISTING DRIVEWAY, PARKING LOT, SIDEWALK AND
CURB AND GUTTER AS A RESULT OF CONSTRUCTION ACTIVITY AND
10. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE TRAFFIC. CONTRACTOR SHALL MAINTAIN A PRE -CONSTRUCTION VIDEO
AND LOCAL JURISDICTIONAL CODES OR REQUIREMENTS. OR PHOTO DOCUMENTATION TO SHOW NO DAMAGES OCCURRED.
11. TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING
DEMOLITION
12. EROSION CONTROL PERMIT SHALL BE OBTAINED AND ONSITE PRIOR TO
BEGINNING DEMOLITION.
13. ITEMS DESIGNATED TO BE SALVAGED AND/OR RE -USED SHALL BE
REMOVED BY THE CONTRACTOR AND PROVIDED TO THE OWNER.
COORDINATE STORAGE LOCATION WITH OWNER'S REPRESENTATIVE.
14. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE
PIPING SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE
AND STRUCTURES REMOVED DO NOT IMPACT DRAINAGE UPSTREAM OF
THE SYSTEM. PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER
DRAINAGE PATTERNS DURING CONSTRUCTION,
1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM EXISTING OR PROPOSED
SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT HORIZONTAL
SEPARATION IN WHICH CASE;
a. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR
b. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN
LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION
OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP TO THE
SEWER.
2. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE
BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE
BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET
ON EACH SIDE OF THE POINT OF CROSSING.
3. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN
TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED
OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A
DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN
PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
SEPARATION OF SANITARY SEWERS AND STORM SEWERS:
1. A 24" VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY
SEWER LINES OR BOTH THE SANITARY AND THE STORM LINES SHALL BE CONSTRUCTED OF
FERROUS MATERIALS.
17. ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT THAT ARE NOT
SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE
CONTRACTOR AS A RESULT OF THE DEMOLITION OR CONSTRUCTION
OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
18. CONTRACTOR SHALL PROVIDE PEDESTRIAN INGRESS 1 EGRESS TO ALL
EXISTING BUILDINGS, PARKING LOTS, AND PATHS OF PEDESTRIAN
TRAVEL THROUGHOUT THE CONSTRUCTION PERIOD
19. ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT THAT ARE NOT
SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE
CONTRACTOR AS A RESULT OF THE DEMOLITION OR CONSTRUCTION
OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
1. SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC
BEARING CASTINGS.
2. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES ARE 4' DIA.
3. MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT GRADE.
MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS
RAISED SIX INCHES ABOVE THE SURROUNDING GRADE. MANHOLES SUBJECT TO POSSIBLE WATER
INFILTRATION SHALL HAVE WATERTIGHT, BOLTED LIDS.
4. MINIMUM REQUIRED SLOPES FOR SEWER SERVICES:
4" SEWER SERVICE - 2.00% SLOPE
6" SEWER SERVICE - 1.00% SLOPE
8" SEWER SERVICE - 0.50% SLOPE
5. UNLESS OTHERWISE NOTED, LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR
VERTICAL CHANGES IN DIRECTION. MAXIMUM SPACING BETWEEN CLEANOUTS SHALL BE 75 FEET.
6, SEWER LINES LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE IRON PIPE. SEWER LINES
WITH GREATER THAN 3 FEET OF COVER SHALL BE AS NOTED BELOW:
4" SEWER SERVICE - SCH 80
6" SEWER SERVICE - SCH 80
8" SEWER SERVICE - SDR-35
7. SEWER LINES UNDER CONSTRUCTION SHALL BE PROTECTED FROM DIRT, DEBRIS OR OTHER
CONTAMINANTS ENTERING THE NEW SYSTEM. A MECHANICAL PLUG SHALL BE UTILIZED BOTH
IMMEDIATELY UPSTREAM OF THE NEW CONSTRUCTION AND AT THE FIRST MANHOLE DOWNSTREAM IN
THE EXISTING SYSTEM. EXISTING STRUCTURES, PIPING AND APPURTENANCES SHALL BE PROTECTED
FROM ANY INFLOW OF WATER, DIRT OR DEBRIS DUE TO NEW CONSTRUCTION CONNECTING TO OR IN
THE VICINITY OF THE EXISTING SYSTEM. CONTRACTOR TO REMOVE DEBRIS AND PLUG PRIOR TO
OCCUPANCY.
8. ALL MANHOLES COVERS SHALL BE PAINTED TO LOCAL JURISDICTIONAL REQUIREMENTS.
1_ AS INDICATED, ALL WATERLINES SHALL BE DUCTILE IRON PIPE MEETING THE
REQUIREMENTS OF ANSI-AWWA C151 PRESSURE CLASS 350 OR SOFT
COPPER TYPE K PIPE PER ASTM B88. IF PVC WATERLINE IS INDICATED ON
THE PLANS IT SHALL MEET THE REQUIREMENTS OF AWWA C-900; CLASS 200.
2. ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER.
3. TESTING NOTES:
PRESSURE:
LEAKAGE SHALL NOT EXCEED THE MAXIMUM ALLOWABLE LEAKAGE
SPECIFIED IN AWWA C 600. MINIMUM TEST PRESSURE SHALL BE 150 PSI
FOR DOMESTIC AND 200 PSI FOR FIRE PROTECTION.
BACTERIOLOGICAL:
TWO SAMPLES FOR BACTERIOLOGICAL SAMPLING SHALL BE
COLLECTED AT LEAST 24 HOURS APART. IF CONTAMINATION IS
INDICATED, THEN THE DISINFECTION PROCEDURE AND TESTING SHALL
BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED,
4. THE CHLORINE IN HEAVILY CHLORINATED WATER FLUSHED FROM MAINS
NEEDS TO BE NEUTRALIZED BEFORE DISCHARGE. CONTRACTORS SHALL
NEUTRALIZE HEAVILY CHLORINATED WATER FLUSHED FROM MAINS PRIOR TO
DISCHARGE OR TRANSPORT ALL HEAVILY CHLORINATED WATER OFFSITE FOR
PROPER DISPOSAL.
5. PAINT VALVE COVERS, FIRE HYDRANTS AND OTHER WATER APPARATUS TO
MEET THE LOCAL JURISDICTIONAL REQUIREMENTS.
1. CONTRACTOR SHALL REFERENCE THE BROWNFIELDS AGREEMENT FOR THE
PROPERTY RECORDED IN BOOK 53, PAGE 55-59, DATED JUNE 25, 2008.
DOCUMENT IS AVAILABLE IN NEW HANOVER COUNTY REGISTER OF DEEDS
BOOK 5326, PAGE 1093-1153.
2. ALL REQUIREMENTS OF THE ABOVE REFERENCED BROWNFIELDS
AGREEMENT SHALL BE ADHERED TO.
Approved Construction Plan
Name Date
Planning
Traffic
Fire
PROJECT INFORMATION _
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresou rces. com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.corn
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
I SEALISIGNATURE
111"'"a 0"
t k• ti�
SEAL�,�%
�y= 036231 •tL,:
i -
GINS
ISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
O4119/2019
{ KEY MAP
N
Project No.:
C17135
Drawn By:
NBC
Checked By: JWP
Date:
04.19.2019
Scale:
N.T.S.
ISHEET TITLE
CIVIL NOTES AND
LEGEND
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 1 15 1 16 1 17
SHEET NO.

©■
XIIIIII
L
K
i
no
G
F
E
U
CIQ
f=3
SURVEYOR CERTIFICATION
I, PETER J BRENNAN. JR. CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER
I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL (GPS) SURVEY MADE
UNDER MY SUPERVISION FROM DEED AND MAP REFERENCES SHOWN HEREON AND THAT THE
BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION SHOWN,HEREON; THAT UNDER MY SUPERVISION; THAT THIS SURVEY WAS PERFORMED TO MEET FEDERAL
THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1:10,000+; AND THAT THIS MAP, MEETS THE GEOGRAPHIC STANDARDS AS APPLICABLE; THAT THE IMAGERY AND/OR ORIGINAL
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROI.INA (21 )DATA WAS OBTAINED ON (9/15/2015i; THAT THE SURVEY WAS COMPLETED ON
MCAC )." 5th DAY OF SEPTEMBER, 2015. (�2s15 ; THAT CONTOURS SHOWN AS BROKEN LINES MAY NOT MEET THAT
c� STATED STANDARD; AND ALL COORDINATES ARE BASED ON NAD '83 (2011).
CITY OVEYOR, NCPLS # 3 43
-11
SDMH"A'
13.08'
10.98'
43'
�SW
�U"Agnmps
E 2,317,030,4544'
PS "`
SDMH'B'
SDMH'C'
SDMH'W
10.13'
9.92'
9.85'
08'
1.92'
1.65,
(Sw)6.02'
(SW -NE? X-PIPE 3.33'
5,03'
( 1.72'
1.6W
,343.211fi'
N41.20'15"E 7.55'
Al N-183,345.4390' E-2,317,035.4390'
SDHM'E'
9.89,
1.49'
(W)4.44
�MW 1.49'
S3240'30"W 8.50'
CI'A'
8.91,
(NE)5.88'
A2 N-183,341.7230' E-2,317,030.85DCY
CI'B'
9.04'
(SW)3.60'
SE)5.31'
(NW)-1.68
S25'22'3WE 20.67'
SDMH'r
4.22'
(SW)-1.88
A3 N-183,323.0450' E-2,317,039.70'
CI'C'
8.84'
(NE)5.33'
S24'03'12"W 30.3S
CI'D'
8.49'
(SW)5.08'
(NW)4.95'
A4 N-183,295.3510' E-2,317027.3480'
(NE)0•98,
N5137'40"W 41.41'
SDMH'G'
4.e7'
(SW)0.98'
(SE)0.56
(SW}-1.11'
A5 N=183,306.9180' E=2,318,994.1(780'
(A.B.
4.21'
(SE)
(
("o-99'
S71'26'09"W 34.5Z
A8 N-183.295.9290' E-2,316,961.9100'
S39'26'41"W 46.97'
STR I
Me EL."
aIN
INV IN lily IN
INV OUT
A7 N-183.259.6540' E-2,316,931.5410'
SSMH A'
8.27 '
(N -3.13'
(SW)-3.13'
S51.16'54"W 29.15'
SSMH'S'
8.52'
NE -3.08
(SW)-3.06'
AS N-183,241.4230' E-2,316,908.8000'
SSMH'C'
10.41
-3.59'
(SE)-3.59
(NW)-3.59'
S30'24'14'W 22.48'
SSMH'D'
10.56'
(SW)-3.52
NMI)-3.52
Ai0 N-183.222.0310' E-2,316,897.4210'
SSMH'E'
1.90'
(SW)-2.72
NE)-2.72
S28 43'35"W 57.10'
SSMH'r
10.61'
(NE)-2.611
S)-2.68
All N-183,171.9820' E-2.316,869.9790'
SSMH'G'
10."
(S)-2.66
(SW)0.24'
(N)-2.66
S14*01'29"W 55.06'
SSMH'55MH'H'
("E)0'56,
Al2 N-183,11&5440' E-2.316,856.6360'
17.37 '
E)1 02'
(W)IO.02
S13'S5'25 W 31.81
SSMH'J'
20.60'
(E)11.79'
(W)11.79'
A13 N-183,087.6700' E-2,316,848.9820'
SSMH'K' :
19.50'
SYR
CI'E'
TOP EL_
INV IN
INV IN i4!Ilf
{ •43'
SA.�.TA! 1METLANOS
Al TO NHWL1
S59'37'5eS 51.31'
14.68'
.,-
CI'F'
18.77'
S)16.10'
IRF /8 N-183 097.8731' E-2,317.287.9285'
,
DI'C,
17.89'
(N)1 S.34'
(SW)6.02'
NW)1.72'
N61 45.12'
- SDMN`W-`17.28'=
SDHMIT . 14A6'
( 10:00'
( .14'
(SE".49'
(SW)6.26' (5)a.06
2.78'
NW)2.11'
3.321E
N-183,321.7720 E=2,3t6,990.7510'
S45'S5'14'W 29.27'
SDMH ' '
J
q10'
11.95
41.43'
( S .21
(W)0.21'
(S)7.93'
CW2 N-183,301.4130' E=2,316,989.7270'
CI'H'
11.45'
(N)7.79'
SIMt)7.72'
S44'13'24"W 55.85'
SDMi'K'
10."
(E 6.55'
(5)6.65'
.55'
CW3 N45*WI51.5310' E=2,31fi,930.8120'
S1)M#i'L'
SDM H'if
i 0.44'
10.41'
{E -0.24
(Q-0.31
0.24
F.Wi
N45'38'10"W 44.14' .
CW4 N=183,230.8700 E-2, , 318 899.3580
S51'3740'W 41.41'
CW5 N-183.204.965V E-2,316,866.8940'
IRON ROD
CM #5 N-183,097.6731' E-2,317,287.9285' FOUND #6#6 c
a 's N48'502"E 405.93' N� 183.343.2116'
NHWL1 �N-183.374.$712' E-2.316,991.1966' ` E-�2,317,030.4544`
N33'14 54 E 45.38
N75'38'12"E=18313369380' E2.31S,9SS.3280'9r �,� Q
4.421
W4WL3 N-1183,325.6620' E-2,316,926.1990'
N40i11'48'E 37.81'
NHWL5�N-183,204.8640' E-2,318,867.2190'
N20'281�4 E 99AW - 1
NHWL6 N=183,157.8950' E-2,316,851.8520'
MIn-rDO"E 49.42` Al
NHWL7 N-183,123.3730' E-2,316,841.7080' .4 >
N16'22'30'E 35.98' 14 RIVERWALK EASEMENT
NHWL8 N■•183,07&3370' E-2,318,838.1920' MAP BOOK 53 PAGE 279 ��
N04'27'5t"E 45.17'
NHWLIO N-183,014.7690' E-2,316,845.9720' 20' UTILITY R/W No. 1 IC, CO. , 4p-
N0638'40"E 64.04' DEED BOOK 825 PAGE 213 O /
NHWLI1 N-182,923.1590' E-2 318 837.1220' MAP BOOK 12 PAGE 3 /_ 40
p I N
e
N05'31'05"E 92.04' �Q 3y .
NHWL12 N-182,799.459W E-2,316,810.2100'
N1216'26'E 126.59'
NHWL13 N-182,636.7e26' E=2.316.769.9430'
N13'54'04'E 167.61'
MHWL3
20' UTILITY R/W No. 2
DEED BOOK 825 PAGE 213
MAP BOOK 12 PAGE 3
LEGEND
PUBLIC UTILITY RIGHT-OF-WAY
(DO 1904 PG 147)
UM1TY RIGHT-OF-WAY &
EASEMENT (08 1094 PG 144)
ROW-- - -
RIGHT OF WAY LIDS
®
NC GRID MONUMENT
®
CENTERSTONE FOUND
0
IRON ROD FOUND
0
IRON PIPE FOUND
COMPUTED POINT
Cr
MAG NAIL SET
•
REBAR PIN SET
"� ' �^ •� •.. n.. ►' "
GRAVEL DRIVEWAY
+ 1 9.6
SPOT ELEVATION
�8 p�
EXISTING TOPOGRAPHY
0
WATER METER
®
WATER VALVE
SM. SEWER MANHOLE
STORMDRAIN MANHOLE
1
ADDED SPOT ELEVS, ADDRESS DESIGNER COMMENTS
2/7/2018
1
ADDED ENVIRONMENTAL FLAGGING. REVISIONS TO
TOPOGRAPHIC SURVEY AND NOTES
1/10/2018
•
REVISIONS
DATE
Curve Table
CURVE #
LENGTH
RADIUS
CHORD
CHORD BEARING
C1
142.22
75.00
121.85'
S18' 16' 42"E
C2
33.18
75.00
32.91 '
S85' 16' 27"E
C3
33.27
150.00
33.21'
S88' 24' 31 "W
C4
47.26
150.00
47.00
S76' 12' 39"E
CAROI�'�fi�
SEAL
r L-3743 4 t
I � ••"•arrrarra••• �•,�
BRE111N� ����
ROUNDABOUT
SIGN �, ... 0 ✓
CURB INLET "9" TOC=9.14' 15"
TOP-9.04' FOR-8.65' 4" 1
W IN (S) 5.44'
1% OUT (NE) 5.31'
9-, TOC-10.75'
EOP-10.28'
\ r
r
TOC-10.70'� gip•
- 10.26
TOC-8.58'
EOP-8.14'
Q�
�i
NHWLS- V"Wt
NHWL7
NOTES
1. ALL DISTANCES ARE HORIZONTAL GROUND.
2. ALL AREAS BY COORDINATE COMPUTATION.
D(ISTING PK NAIL
4-182.821.6241' k
: 2,317,676.8818"
L-40.44'
EXISTING PK NAIL 1N i
INTERSECTION OF
COWAN STREET AND 0
NORTH FRONT STREET
(31
1 �
v'
' M
FLOW,
r 1
-i
10 {�
4 ec 73
DEED BOOK 5105 PAGE 729-SUBJECT PROPERTY DEED.
3. TRACTS 1A, 1B, 2 do 3 LIE PARTIALLY WITHIN A SPECIAL FLOOD
MAP BOOK 58 PAGE 310
HAZARD ZONE "AE" AS SHOWN ON FIRM MAP 3720311800K, REVISED
MAP BOOK 50 PAGES 155-159
JUNE 2. 2006.
MAP BOOK 12 PAGE 3
MAP BOOK 31 PAGE 97
4. TRACT 1-A AND 2 ARE SUBJECT TO THE EASEMENT FOR RIVERWALK
DEED BOOK 1094 PAGE 139-HARNETT STREET CLOSURE AND
AS RECORDED IN DEED BOOK 5364 PAGE 914.
EASEMENT RESERVATION.
DEED BOOK 906 PAGE 75-HARNETT STREET CLOSURE
5. HARNETT STREET RIGHT-OF-WAY CLOSED BY DEED BOOK 906 PAGE
DEED BOOK 1094 PAGE 147-SEABOARD COAST LINE RAILROAD
74 AND DEED BOOK 1094 PAGE 139.
COMPANY UTILITY RIGHT-OF-WAY AND EASEMENT.
DEED BOOK 5199 PAGE 2054--RAIL CORRIDOR VACATION AGREEMENT.
6. PARCEL 2A AND THOSE SHOWN ON THIS PLAT SHALL BE
DEED BOOK 5646 PAGE 1465.-AMENDMENT TO
SERVED BY INFRASTRUCTURE (INCLUDING, BUT NOT LIMITED TO
DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS.
ROAD ACCESS, WATER, SEWER AND STORM WATER MANAGEMENT)
ADDITIONALLY THE PARCEL MAY BE SUBJECT TO, OR BENEFIT FROM
THE FOLLOWING DEEDS OF EASEMENTS:
ON WHICH PARTIES TO THE DEVELOPMENT AGREEMENT (DA) HAVE
DEED BOOK 5891 PAGE 1700
COMMITTED TO CONSTRUCTING. THE OA IS THE AGREEMENT
DEED BOOK 5820 PAGE 1205
BETWEEN RIVERFRONT HOLDINGS AND THE CITY OF WILMINGTON,
DEED BOOK 5797 PAGE 1679
AS EXECUTED ON NOVEMBER 5, 2008 AND AS AMENDED.
DEED BOOK 5797 PAGE 1687
criy OF
GTaN
NORTH CAROLINA
Peter 1. Bre r. - NCPLS # 3743
Engineering Division
P.O. Box 1810 • 212 Operations Center Dr. • Wfimington NC 28412 • [phone]
DATE OF SURVEY:
SEPTEMBER 15, 2015
DRAWN CTR
CHECKED PJB
SURVEYED JBBJFHA
01 PATH
G:\Surveys\Project Files\Paris Bond-N Riverfront
Park-2017\Design\Drawings\N Riverfront Park-2017.dwg
,.FILENAME N Rimrfront Park-2017.dwg
ASPHALT
PARKING LOT
NOW OR FORMERLY
NRHM HOLDINGS, LLC
DEED BOOK 6007 PAGE 1025
GRAPHIC SCALE
( IN FEET )
1 inch - 50 VL
SSMH'K'
ri2�TOC-18.42'
EOP-18.46'
OLD FRONT STREET (e6' CLOSER RM
am
16.17'
TOC-15.50'
EDP-15.04'
CONCRETE
y' SIDEWALK
BSW
QZ TOC-13.84'
EOP-13.26'
I TOC-12.58'
EDP- 12.1 W
8SW
12.66'
26'
GN " EDP 0 `
EOP-10.41TOC=tD.85' 16 DI
am AMP
r
LIND BRICK
n
MH'GCROSS
I S 5" � i
SD� WALK
15" RCP
TOC-11.00' ;
EOP-10.99'ROUNDABOUT
SIGN
S
TOC-f0.76'
ELECT. ELECT. EOP-10.28'
VAULT 1 VAULT
4' �I i 1 TOC-10.44'
PVC ' f jg l ~ 1 EOPw9.97'
TOC-10.64
EOP-10.11' E
1 I } 1. HORIZONTAL COORDINATE SYSTEM is NAD 83 (2011).
2. VERTICAL DATUM IS NAVD 88 (20128).
1 j 3. CONTOUR INTERVAL IS 1.0',
4. UNDERGROUND UTILITIES SHOWN AS LOCATED BY CAROLINA 811.
TICKET No. C172422503 DATED: 8/30/17
chi -
1
LEGEND -UTILITIES
SS
SANITARY SEWER .LINE
-- "- - - GI9=W`--
WATERLINE FROM GIS OVERHEAD
OHE
POWERLINE
UE
UNFOUND ELECTRIC LINE
STORMWATER LINE
COMPUTED POINT
NHWL
NORMAL HIGH WATER LINEREBAR
404
U.S. ARMY CORP 404 WETLANDS
CW
COASTAL WETLANDS LINE
TOPOGRAPHIC SURVEY OF
9.37ACRESt ALMONT SHIPPING COMPANY TRACT
(NON -MARINA LAND) DEED BOOK 5105 PAGE 729
OWNER: THE CITY OF WILMINGTON
CITY OF WILMINGTON WILMINGTON TOWNSHIP NEW HANOVER COUNTY, NORTH CAROLINA
1. REFER TO SHEET C-001-Pl FOR GENERAL AND DEMOLITION
NOTES.
r SCALE
1 50'.
1 SHEET
of �.
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WIF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL/SIGNATURE
O1�
SEAL[,�/�
036231 cu
ISSUE/REVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
04/19/2019
KEY MAP
N
Project No.: C17135
Drawn By: -
Checked By: -
Date: 04.19.2019
Scale: AS NOTED
SKEET TITLE
CIVIL
TOPOGRAPHIC
SURVEY
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 14 1 15 16 17
SHEET NO.

PROJECT INFORMATION
K
J
1. REFER TO SHEET C-001-PI FOR GENERAL NOTES,
2. GRADING BY OTHERS, REFER TO SHEET L-111-P1 AND L-112-P1,
`'�
,
111`
SEE SHEET L-121-Pl AND
L-122-P1 FOR EXTENTS OF
PROPOSED SIDEWALK
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NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 1 001 5
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
i n,
www.clarkirrigationdes g com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Ralei
gh, h. NC27612
www.landisplic.com
Mechanical Engineering = M
Engineering Electricalg g = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
• • yr
'r+ 1 fi
: 4' 9
- a SEAL ��
V "s
q 1 036231 W
',t,f �rrf111111%, "'�
IISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
O4119/2019
IKEY MAP
N �:)
Project No.: C17135
Drawn By:
NBC
Checked By:
JWP
Date:
04.19.2019
Scale:
1" = 30'
SHEET TITLE
CIVIL
SUBDRAINAGE
PLAN
0 15 30 60 NORTH
SCALE: ill=30'
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17
ISHEET NO.
M M

PROJECT INFORMATION
N
M
L
:�
J
11
G
F
E
A
C
U
PIPE TABLE
START STRUCTURE
END STRUCTURE
START INVERT
END INVERT
SIZE
LENGTH
SLOPE
MATERIAL
54-JB
5.50
5.50
18"
6.62'
0.00%
DIVERSION STRUCTURE C
5.75
5.75
12"
29.20'
0.00%
601,JB
2.62
2.32
15"
13.57'
2.20%
RCP
00-CO-D
7.50
7.25
8"
34.48'
0.72%
PVC
104-CO-A
8.55
8.45
12"
8,02'
1.19%
PVC
6.13
5.56
12"
81.50,
0.71 %
RCP
00-CO-A
00-CB-EX
7.50
7.25
8-
21.13'
1,18%
PVC
01-CB
00-CB-EX
6.15
5.88
18"
54.79'
0.50%
RCP
02-CB
01-CB
7.16
6.35
18"
161.83'
0.50%
RCP
03-CB
02-CB
7.59
7.36
15"
23.49'
1.00%
RCP
04-CB
02-CB
11.80
7.50
15"
195.25'
2.20%
RCP
05-CB
04-CB
12.50
12.00
15"
20.26'
2.47%
RCP
31-CB
30-JB-EX
11.50
7.00
18"
52.02'
8.65%
RCP
51-AD
50-AD-EX
3.20
2.20
36"
250.85'
0.40%
RCP
52-JB
51-AD
3.61
3.20
30"
101,27'
0,40%
RCP
57-JB
52-JB
6.31
4.66
18"
48.19'
3.42%
RCP
53-JB
52-JB
4.13
4.00
24"
27,59'
0.46%
RCP
54-JB
53-JB
5.54
4.13
24"
130.74'
1.08%
RCP
81-AD
54-JB
7.00
5.50
18"
171.88'
0.87%
RCP
DIVERSION STRUCTURE A
54-JB
5.86
5.64
24"
65.89,
0.49%
RCP
58-AD
57-JB
10.00
9.50
8"
13.99'
3.58%
PVC
59-AD
57-JB
9.29
9.01
8"
28.75'
0.96%
PVC
60-AD
57-JB
6.65
6.31
18"
72.07'
0.48%
RCP
60-CO-A
60-AD
10.00
9.50
8"
8.18,
6.11%
PVC
61-AD
60-AD
6.89
6.65
18"
48.02'
0.49%
RCP
60-CO-B
60-CO-A
10.25
8.50
8"
76.37'
2.29%
PVC
62-JB
61-AD
7.14
6.89
18"
49.92'
0.51%
RCP
62-CO-A
62-JB
8.95
8.50
8"
41.90,
1.07%
PVC
63-AD
62-JB
7,53
7.34
15"
36.89'
0.51 %
RCP
64-AD
63-AD
7.89
7.63
15"
62.37'
0.42%
RCP
64-CO-A
64-AD
8.50
8.00
8"
12.06'
4.15%
PVC
102-AD
101-JB
7.29
7.00
18"
69.45'
0.42%
RCP
104-AD
101-JB
6.67
6.00
24"
164.83'
0.40%
RCP
103-AD
102-AD
7.95
7.71
18"
61.40'
0.39%
RCP
11 0-TRENCH-STAGE
104 AD
8.75
8.33
12"
23.93'
1.76%
RCP
104-CO-C
104-CO-A
8.69
8.55
8"
38.64'
0.36%
PVC
104-CO-B
104-CO-A
10.00
8.55
12"
116.80'
1,24%
PVC
151-AD
150-AD
10.22
10.00
18"
34.08'
0.65%
RCP
151-COA
151-AD
11.51
10.22
12"
60.15'
2.15%
PVC
151-CO-C
151-CO-A
15.00
11.51
12"
124.01'
2.81 %
PVC
DIVERSION STRUCTURE C
601-JB
5.75
3.86
12"
30.72'
6.16%
101-JB
DIVERSION STRUCTURE A
6.00
5.86
24"
35.63'
0.40%
RCP
150-AD
DIVERSION STRUCTURE A
10.00
7.75
18"
27,63'
8.14%
RCP
52-JB
EROSION CONTROL HW
5.44
5.00
24"
46.32'
0.95%
RCP
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NO 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NO 28461
www.eagieresources.com
Irrigation=
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NO 28405
www.cheathampa.com
NO License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
s � SEAL 1M
y i 036231 ,,• W
I ISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
04/19/2019
KEY MAP - -
N
SHEET INFORMATION
Project No.: C17135
Drawn By: NBC
Checked By: JWP
Date: 04.19.2019
Scale: 1" = 30'
ISHEET TITLE
CIVIL STORM PIPE
TABLE
1
2
3
4
5
7
E:
WC
10
11
12
13
14
15
16
17
ISHEET NO.
CM1 32=P1

I PROJECT INFORMATION
T
L
2
J
2
F
E
C
A
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
PIPES IN:
PIPES OUT
RIM = 9.46
00-A, 8" PVC INV IN =7.25
00-CB-EX
INV IN = 7.25
01, 18" RCP INV IN =5.88
INV IN=5.88
00-CO-A
RIM = 8.25
00-A, 8" PVC INV OUT =7.50
INV OUT = 7,50
00-CO-D
RIM = 8.25
00-D, 8" PVC INV OUT =7.50
INV OUT = 7.50
RIM = 9.65
01-CB
INV IN = 6.35
02, 18" RCP INV IN =6.35
01, 18" RCP INV OUT =6.15
INV OUT = 6.15
RIM = 11.77
02-CB
INV IN = 7.50
04, 15" RCP INV IN =7.50
02, 18" RCP INV OUT =7.16
INV IN = 7.36
03, 15" RCP INV IN =7.36
INV OUT = 7.16
03-CB
RIM = 12.24
03, 15" RCP INV OUT =7.59
INV OUT = 7.59
RIM = 15.11
04-CB
INV IN =12.00
05, 15" RCP INV IN =12.00
04, 15" RCP INV OUT =11.80
INV OUT = 11.80
05-CB
RIM = 15.52
05, 15" RCP INV OUT =12.50
INV OUT = 12.50
30-JB-EX
RIM = 14.96
31, 18" RCP INV IN =7.00
INV IN = 7.00
31-CB
RIM = 16.18
31, 18" RCP INV OUT =11.50
INV OUT = 11.50
50-AD-EX
RIM = 7.03
51, 36" RCP INV IN =2.20
INV IN=2.20
RIM = 12.52
51-AD
INV IN = 3.20
52, 30" RCP INV IN =3.20
51, 36" RCP INV OUT=3.20
INV OUT = 3.20
RIM = 12.74
INV IN = 4.00
53, 24" RCP INV 1N =4.00
52, 30" RCP INV OUT =3.61
52-JB
INV IN = 4'66
57 (2), 18" RCP INV IN =4.66
EROSION CONTROL, 24" RCP INV OUT =5.44
INV OUT = 3.61
INV OUT = 5.44
RIM = 12.75
53-JB
INV IN = 4.13
54, 24" RCP INV IN =4.13
53, 24" RCP INV OUT =4.13
INV OUT = 4.13
RIM = 12.43
INV IN = 5.54
55, 24" RCP INV IN =5.54
54, 24" RCP INV OUT =5.54
54-JB
INV IN = 5.50
81 18" RCP INV IN =5.50
Pipe - (24), 18" INV OUT =5.50
INV OUT = 5.54
INV OUT = 5.50
RIM = 13.00
INV IN = 6.31
60, 18" RCP INV IN =6.31
57-JB
INV IN = 9.01
59, 8" PVC INV IN =9.01
57 (2), 18" RCP INV OUT =6.31
INV IN = 9.50
58, 8" PVC INV IN =9.50
INV OUT = 6.31
58-AD
RIM = 13.00
58, 8" PVC INV OUT =10.00
INV OUT = 10.00
59-AD
RIM = 13.00
59, 8" PVC INV OUT =9.29
INV OUT = 9.29
RIM =13.00
60_AD
INV IN = 9.50
60-A, 8" PVC INV IN =9.50
60, 18" RCP INV OUT =6.65
INV IN = 6.65
61, 18" RCP INV IN =6.65
INV OUT = 6.65
RIM = 10.82
60-CO-A
INV IN = 8.50
60-C, 8" PVC INV IN =8.50
60-A, 8" PVC INV OUT =10.00
INV OUT =10.00
60-CO-B
RIM = 11.00
60-C, 8" PVC INV OUT =10.25
INV OUT = 10.25
RIM = 12.97
61-AD
INV IN = 6.89
63, 18" RCP INV IN =6.89
61, 18" RCP INV OUT =6.89
INV OUT = 6.89
62-CO-A
RIM = 10.75
62-A, 8" PVC INV OUT =8.95
INV OUT = 8.95
RIM = 12.86
62-JB
INV IN = 7.34
64, 15" RCP INV IN =7.34
63, 18" RCP INV OUT =7.14
INV IN = 8.50
62-A, 8" PVC INV IN =8.50
INV OUT = 7.14
RIM = 12.00
63-AD
INV IN = 7.63
65, 15" RCP INV IN =7.63
64, 15" RCP INV OUT =7.53
INV OUT = 7.53
RIM = 11.98
64-AD
INV IN = 8.00
64-A, 8" PVC INV IN =8.00
65, 15" RCP INV OUT =7.89
INV OUT = 7.89
64-CO-A
RIM = 10.75
64-A, 8" PVC INV OUT =8.50
INV OUT = 8.50
81-AD
RIM = 10.21
81, 18" RCP INV OUT =7.00
INV OUT = 7.00
RIM = 11.61
101-JB
INV IN = 6.00
104, 24" RCP INV IN =6.00
100, 24" RCP INV OUT =6.00
INV IN = 7.00
102, 18" RCP INV IN =7.00
INV OUT = 6.00
RIM = 11.89
102-AD
INV IN = 7.71
103, 18" RCP INV IN =7.71
102, 18" RCP INV OUT =7.29
INV OUT = 7.29
103-AD
RIM = 12.48
103, 18" RCP INV OUT =7.95
INV OUT = 7.95
RIM = 9.68
104-AD
INV IN = 8.33
110, 12" RCP INV IN =8.33
104, 24" RCP INV OUT =6.67
INV OUT = 6.67
RIM = 9.30
104-CO-A
INV IN = 8.55
105-13, 12" PVC INV IN =8.55
105-A, 12" PVC INV OUT =8.55
INV IN = 8.55
105-C, 8" PVC INV IN =8.55
INV OUT = 8.55
104-CO-B
RIM = 10.75
105-3, 12" PVC INV OUT =10.00
INV OUT =10.00
104-CO-C
RIM = 9.44
105-C, 8" PVC INV OUT =8.69
INV OUT = 8.69
110-TRENCH-STAGE
RIM =10.05
110. 12" RCP INV OUT =8.75
INV OUT = 8.75
RIM = 13.21
150-AD
INV IN = 10,00
151, 18" RCP INV IN =10.00
150, 18" RCP INV OUT =10.00
INV OUT = 10.00
RIM =12.77
151-AD
INV IN = 10.22
151-A, 12" PVC INV IN =10.22
151, 18" RCP INV OUT=10.22
INV OUT = 10.22
RIM =12.68
151-CO-A
INV IN = 11.51
151-C, 12" PVC INV IN =11.51
151-A, 12" PVC INV OUT =11.51
INV OUT =11.51
151-CO-C
RIM =12.62
151-C, 12" PVC INV OUT =15.00
INV OUT = 15.00
RIM = 8.13
601-JB
INV IN = 3.86
600, 12" INV IN =3.86
601, 15" RCP INV OUT =2.62
INV OUT = 2.62
"EROSION CONTROL PIPE IS TEMPORARY,
SEE C-113
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
PIPES IN:
PIPES OUT
RIM = 11.82
DIVERSION STRUCTURE A
INV IN = 5.86
100, 24" RCP INV IN =5.86
55, 24" RCP INV OUT =5.86
INV IN = 7.75
150, 18" RCP INV IN =7.75
INV OUT = 5.86
RIM = 8.30
600, 12" INV OUT =5.75
DIVERSION STRUCTURE C
INV OUT = 5.75
Pipe - (22), 12" INV OUT =5.75
INV OUT = 5.75
EROSION CONTROL HW
RIM = 7.75
EROSION CONTROL, 24" RCP INV IN =5.00
INV IN = 5.00
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, INC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, INC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAUSIGNATURE
D
z
Q SEAL[�%�
_q 036231 •W
f7/ C 1
11if11,U,',,
I ISSUFJREVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08101/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
O4/19/2019
IKEY MAP
N
I SHEET INFORMATION
Project No.:
C17135
Drawn By:
NBC
Checked By: JWP
Date:
04.19.2019
Scale:
1" = 30'
ISHEET TITLE
CIVIL STORM
STRUCTURE TABLE
I SHEET NO.
1 1 2 1 3 4 1 5 1 6 1 7 1 8 1 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17
CM1 33=P1

PROJECT INFORMATION
NORTH
M
N
M
L
K
J
H
C
I
70
A
Ul
SEE LANDSCAPE PLANS FOR TURN REINFORCEMENT GEOTEXTILE DETAIL
PLANTING SOIL, SEE SOIL DETAILS, SHEET LS-003-PO
GEOTEXTILE
FREED,'ABIRG ANGULArKTASAED STONE
2"DIAMETER INSTALLED AT MINIMUM COMPACTIONOF
IN
!+l+►ll+�i�ll►!i!+!+►l+l+lr►!!ll+iwlwlWIr`l'1'�►1�l�l�l�l�l�l�l�l�
}`� �■. '`w ; �� ;�. ;� # i. �N ;# } ;� RM}ice �w ,.: ;«1: « �� � # ^# # �#
NM'PrO
iiiiiiii:�ii`a�i�i�iRi�r�iPM�APiw i�i�i�:�iW � �i�i��
70+lwi�l+!!!w!!+ll+lwlwl+lw�Ya�l��ri�f�71E'f�ras��7rwl��lwlwl�l�ll�l�M i�lwlwl�
rt-
-I�II�1�I.,��I�i►�1.,1�1�,I�I�i�i;,1�1�1�1�1�1�1;
n �?7Ta*''►"'�+lwll,i�lr►lr►lwl�lwl�wl�/ �1��!Ms_lwl+lsip.l!"1�1w�iA`+♦�7?'►T%R.�ti+T��
��� .�',.� �i' !1 Z i E E i' u ��„'�'EI�I:.ir�.::5E1L!�j►�
T AQVANED0`E� PRODUCT
�I� , �r . .r rig EE�� �T Q'.�.+.5�:.::th�J.►�11_�1-
Z.
• ■ ■ • •RA.
s
■• • ■■'
• • '
IN -SITU CONTAMINATED SOIL. CONTRACTOR TO ENSURE NO MIXING WITH CLEAN MATERIALS
INFILTRATION GALLERY MEDIA DETAIL
SECTION A -A
NTS
WATER TIGHT CLEAN OUT WITH FINISHED GRADE
BRASS CAP FLUSH WITH
FINISHED GRADE
r 4" PVC
12" PERFORATED HDPE
UNDERDRAIN @0.50% SLOPE
WITH 3" HOLES 6" ON
CENTER EVERY 90 DEGREES. 1.0' EXTENSION WITH
PERMANENT PLUG CAP
BARREL OF PIPE TO REST COMBINATION LONG TURN
ON WASHED #57 STONE PATTERN Y AND s" BEND
TYPICAL UNDERDRAIN CLEANOUT
SECTION
NTS
200 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200 EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
Q PROPOSED STORM DRAINAGE
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
® PROPOSED AREA DRAIN {GRATE
.......DETAIL SHEET C-530-P1}
44.50
PROPOSED ELEVATION
TC 44.50
SC 44.00
TOP/BOTTOM OF CURB
TW 46.00
BW 44.00
TOP/BOTTOM OF WALL
RIPRAP DISSIPATOR
FLOW DIRECTION
■■■ I� �■■rI
LIMITS OF DISTURBANCE
70�� n
0 10 20 40
SCALE: 1 "=20'
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
AcousticlTheater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandee.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #0-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
ISEAUSIGNATURE
I ISSUE/REVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08101/2018
4
96% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
04/19/2019
1 KEY MAP
N
yritt I INt-UKMA I IUN
Project No.:
C17135
Drawn By:
NBC
Checked By: JWP
Date:
04.19.2019
Scale:
1" = 20'
I SHEET TITLE -
CIVIL INFILTRATION
GALLERY DETAILS
ISHEET NO.
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 1 11 1 12 13 1 14 1 15 1 16 17
C-134-P1

I PROJECT INFORMATION
N
M
L
K
r 8- -
MH-01
F
E
C
SUBBASE TO BE LESS
THAN 2% SLOPE IN ANY
DIRECTION
8" PERFORATED UNDERDRAIN, SEE
SHEET C-131-P1 FOR LOCATIONS
NOTE:
STEWART IS ONLY RESPONSIBLE FOR GRADING INSIDE
THE RIGHT OF WAY ALONG OLD FRONT STREET ROAD.
ALL LOCATIONS IDENTIFIED TO HAVE PERMEABLE PAVERS SHALL
IN -SITU CONTAMINATED SOIL. CONTRACTOR TO ENSURE NO MIXING WITH CLEAN MATERIALS
PERMEABLE PAVEMENT OLD FRONT ST - EAST NTs
SECTION
SEE SHEET L-121-P1 AND
L-122-P1 FOR EXTENTS OF
PROPOSED SIDEWALK
OLD FRC)NT STREET
4� (66' CLOSED R/W�
�16,17'
'.'BS W
CONCRETE
SIDEWALK
13.79'
6SW
1 Llll VIV\1 LV VI�RJ41\vl\rtll �, V��
SHEET C-131-P1 FOR INVERTS AND
LOCATIONS
200
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
FRI
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
®
PROPOSED AREA DRAIN (GRATE
-------
DETAIL SHEET C-530-P1)
.� PROPOSED ELEVATION
T 44.5 TOP/BOTTOM OF CURB
BC 44.00
TW 46.0 TOP/BOTTOM OF WALL
BW 44.00
RIPRAP DISSIPATOR
FLOW DIRECTION
III LIMITS OF DISTURBANCE
0 15 30 60 NORTH
SCALE: 1 "=30'
CLEAN OUT
SECTION
kNOUT WITH CAP
'AVERS, SEE LANDSCAPE PLANS
3EDDING COURSE
NTS
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NO License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustiorrheater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NO 27603
www.stewartinc.com
NO License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NO 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NO 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NO 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NO 28405
www.cheathampa.com
NO License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NO 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALJSIGNATURE
?Q SEAL(%j
7r 036231 = w
Iloilo,',
LISSUFJREVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
O4/1912019
lKEY MAP__-
N
ti7i1��1■1►1��1�1i'�r�111�Ji
Project No.: C17135
Drawn By:
NBC
Checked By:
JWP
Date:
04.19.2019
Scale:
1" = 30'
SHEET TITLE
CIVIL PERMEABLE
PAVEMENT
DETAILS
1 1 2 1 3 1 4 5 6 7 1 13 1 9 10 1 11 1 12 1 13 14 1 15 1 16 1 17
SHEET NO.
Cml 35mPl

PROJECT INFORMATION
N
L
i
MCI-01
J
l:J
F
E
C
A
SUBBASE TO BE LESS
THAN 2% SLOPE IN ANY
DIRECTION
�. VI v.�✓ uE✓r_�✓�llll �, ur_�
SHEET C-131-P1 FOR LOCATIONS
PERMEABLE PAVEMENT OLD FRONT ST - WEST NTS
SECTION
NOTE:
STEWART IS ONLY RESPONSIBLE FOR GRADING INSIDE
THE RIGHT OF WAY ALONG OLD FRONT STREET ROAD.
TREE GRATE AND PLANTING SOIL. SEE LANDSCAPE PLANS FOR LOCATIONS
ROOT BARRIER (TYP)
IN -SITU CONTAMINATED SOIL. CONTRACTOR TO ENSURE NO MIXING WITH CLEAN MATERIALS
200
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
®
PROPOSED AREA DRAIN (GRATE
DETAIL SHEET C-530-P1)
44.60
PROPOSED ELEVATION
TC 44.50
BC 44.00
TOP/BOTTOM OF CURB
TV 46.00
BW 44.00
TOP/BOTTOM OF WALL
RIPRAP DISSIPATOR
�—
FLOW DIRECTION
■■�
LIMITS OF DISTURBANCE
0 15 30 60 NORTH
SCALE: 1 "=30'
CLEAN OUT
SECTION
kNOUT WITH CAP
7AVERS, SEE LANDSCAPE PLANS
3EDDING COURSE
NTS
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP. P. C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stowartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL/SIGNATURE
:, ''s. lit,
' ti
Q SEAL ~_
y 1 036231 W
;� �HGINfG Q- f
','$t$tlflllil- IWO
ISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
04/19/2019
KEY MAP
N
,litt 1 IN1'UKMA 1 IUN
Project No.: C17135
Drawn By:
NBC
Checked By: JWP
Date:
04.19.2019
Scale:
1" = 30'
SHEET TITLE
CIVIL PERMEABLE
PAVEMENT
DETAILS
1
3
4
5
7
10
11
12
13
14
15
16
17
SHEET NO.
CM1 36mPl

PROJECT INFORMATION
L
K
H
G
F
E
D
C
A
SEE
10
r
Y V L 11 4
r)o
INFILTRATION SYSTEM A PLAN VIEW
SCALE: 1 "=20'
98 -_
0
1111111
0 10 20 40 NORTH
SCALE: 1 "=20'
STRUCTURAL BACKFILL - SEE R-TANK LD SECTION DETAIL
SYSTEM INFLOW
\ \
(MULTI
PLE) MU
\ / / TOP OF R
\
\ / /
/
,
TRASHH GUARD PLUS
PROTECTION
r,
i
/
7, 7
/
.✓' n h r, + ,, 9 ;1 .{ R ` � )l ., i, �, �'.,. %` ,. � f� „ �t.:. J' +:., A_r ,_ : „
g
0 a
ILLa
CLEAN FILL WITH MINIMUM Oil
INFILTRATION RATE OF 10"/ HOUR, ►=
EXISTING CONTAMINATED SOIL _
STARTING AT ELEVATION 4.00° TO BE a
INFILTRATION SYSTEM A SECTION VIEW
REMOVED AND REPLACED w
sn
BOTTOM OF R-TANK = 5.00
SEASONAL HIGH WOATER TABLE
ELEVATION = 4.00
u.t
s
g
CONTINUE CLEAN FILL WITH
MINIMUM INFILTRATION RATE OF
10"/ HOUR TO EDGE OF RIVER
NON -WOVEN GEOTEXTILE TO PREVENT SOIL MIGRATION
SEE MARINE ENGINEER DRAWINGS FOR ANY
SHORELINE EROSION CONTROL PROTECTION.
CLEAN FILL TO BE USED UNDER ALL PROPOSED
MATERIALS TO MAXIMUM ELEVATION OF 4.5'
ABOVE SEA LEVEL, NAV 88.
INFILTRATION SOIL CHANNEL DETAIL
R-TANK (UD) SINGLE UNITS
9 UNITS WIDE BY 30 UNITS LONG
SEE DETAIL THIS SHEET
NON -WOVEN GEOTEXTILE FABRIC
INLET PIPE FROM DIVERSION STRUCTURE
INV EL = 5.50
TOTAL COVER: 12"(STONEY14"(SANDISOIL) MINIMUM AND 60"
NOTES:
MAXIMUM. FIRST 12" (OR FROM TOP OF MODULE TO BOTTOM OF
1. FOR COMPLETE MODULE DATA, SEE APPROPRIATE R-TANK°p MODULE SHEET.
PAVEMENT SECTION WHEN MINIMUM COVER CONDITIONS APPLY)
2• INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO LRFD
MUST BE FREE DRAINING BACKFILL (SPEC SECTION 2.0382): STONE
BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 7TH EDITION, 2014 WITH 2O15 AND 2016
<1.5" OR SOIL (USCS CLASS GW, GP, SW OR SP). ADDITIONAL FILL MAY
INTERIM REVISIONS.
BE STRUCTURAL FILL (SPEC SECTION 2.03C): STONE OR SOIL (USCS
3. PRE-TREATMENT STRUCTURES NOT SHOWN.
CLASS SM, SP, SW, GM, GP OR GW) WITH MAX CLAY CONTENT<10%,
4. FOR INFILTRATION APPLICATIONS, GEOTEXTILE ENVELOPING R-TANK SHALL BE ACF M200 (PER
MAX 25% PASSING NO.200 SIEVE, AND MAX PLASTICITY INDEX OF 4.
SPEC SECTION 2.02A) AND BASE SHALL BE 4" MIN, UNCOMPACTED FREE DRAINING BACKFILL
A MIN. 12' COVER MUST BE MAINTAINED BETWEEN BACKFILL
(SPEC SECTION 2.03A) TO PROVIDE A LEVEL BASE. SURFACE MUST BE SMOOTH, FREE OF LUMPS
EQUIPMENT AND THE TOP OF THE R-TANK"'" SYSTEM AT ALL TIMES.
OR DEBRIS, AND EXTEND 2' BEYOND R-TANK1JQ FOOTPRINT,
TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED 5'. CONTACT
ACF ENVIRONMENTAL IF MORE THAN 5' OR LESS THAN 12" OF TOP
BACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT).
UTILITY MARKERS AT
i
PAVEDCOVER
SURFACE
CORNERS (TYP.)
GRADE TOOTOP O TANK:
STONE SIDE BACKFILL
12" (0.30 m) MIN.
•
I: SANDISOIL SIDE BACKFILL
- 14- (0.36 m) MIN.
60" (1.52 m) MAX.
__ _.... .... ..
.
I OPTIONAL
'
OVERFLOW
PIPE
INLET PIPE 'i.
1
OPTIONAL
OUTLET
I
_
PIPE
3" (0.08 m) MIN. --
24" 0.fi 1m
R-TANKUD UNITS
BASE: 3" MIN. BEDDING MATERIAL (SPEC SECTION SIDE BACKFILL: 24"MIN. OF FREE DRAINING
LOAD RATING: 134.2 PSI (MODULE ONLY) 2.03A) MAY BE STONE (<1.5') OR SOIL (USCS CLASS GW, BACKFILL (SPEC SECTION 2.0382): STONE <1.5"
GP, SW OR SP). MUST BE FREE OF LUMPS AND DEBRIS, OR SOIL (USCS CLASS GW, GP, SW OR SP). MUST
AND EXTEND 2' BEYOND R-TANKU°. COMPACT PER BE STONE (NOT SOIL) WHEN TOTAL COVER
SUBGRADE !EXCAVATION LINE: COMPACT PER
VA SPEC SECTION 3.03 A. NATIVE SOILS MAY BE USED IF DEPTHS ARE LESS THAN 14". MUST BE FREE
SPEC SECTION D. A BEARING CAPACITY THEY MEET THE REQUIREMENTS OF SPEC SECTION FROM LUMPS, DEBRIS AND OTHER SHARP
OF 2,000 PSF MUST BE ACHIEVED PRIOR TO
2,03A AND ARE ACCEPTED BY OWNER'S ENGINEER. OBJECTS. SPREAD EVENLY TO PREVENT
INSTALLING R-TANI(''D
R-TANKU° MOVEMENT. COMPACT SIDE BACKFILL
WITH POWERED MECHANICAL COMPACTOR IN
12" LIFTS (PER SPEC SECTION 3.05 A2).
04I23/2018
q
O
Y
AP
R-TANK`D & HS-20 LOADS - SECTION VIEW
-
LET'S GET IT DONE FOR ADDITIONAL INFORMATION PLEASE CONTACT:ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com
DIVERSION STRUCTURE B
DIVERSION WEIR EL 6.18
OUTLET PIPE
INV EL = 5.54
TRASH GUARD PLUS DETAIL
23.62' - 23.62" -_
I
�t
j,
4
i i r I
,
it
k ? ] I
SIDE VIEW FRONT VIEW
3.62"
�}
I
a
I is
I:
I I
2 I , I
1 I
I
'I
G
I II
f
i
I i
I i
ISOMETRIC VIEW
N
M
_ N
it
f I
llII ,
MODULE DATA
PLAN VIEW GEOMETRY: LENGTH = 23.62 IN. (600 MM) LOAD RATING: 134.20 PSI, (MODULE ONLY)
WIDTH = 23-62 IN. (600 MM) HS25, (WITH ACF COVER SYSTEM)
HEIGHT = 14,17 IN. (360 MM)
TANK VOLUME = 4.57 CF MATERIAL: 100% RECYCLED POLYPROPYLENE I
STORAGE VOLUME = 4.35 CF
VOID INTERNAL VOLUME: 95%
VOID SURFACE AREA: 95%
�I
03122J18
ill
R-TANKUD -SINGLE MODULE
•
FOR ADDITIONAL INFORMATION PLEASE CONTACT: ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP. P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation=
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
W
i = WF ater Fountain Des9 n
DELTA FOUNTAINS
11494 Columbia Park Dr. W. Suite 4 Jacksonville, FL 2258
www.deltafountains.com
LDesign i htin = EL
Lighting
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
S EALISIG NATU RE
0 i
s a SEAL(/
036231 ,
GIN
ISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
O4/19/2019
I KEY MAP
ti'1.�Iaa■I:IZ•J:lur_71L•Ji
Project No.: C 17135
Drawn By:
NBC
Checked By:
JWP
Date:
04.19.2019
1" = 20'
(Scale:
f SHEET TITLE
CIVIL INFILTRATION
SYSTEM A DETAILS
SHEET NO.
7=P1
r:::

M'.
L
K
J
H
G
F
E
too
A
INFILTRATION SYSTEM C - PLAN VIEW
SCALE: 1 "=10'
0 ❑
�SCZ
SS SSLi
SS SS �
SS
❑ iSS S5 ss SS SS
--------------
SS SS SS
I
INFILTRATION SYSTEM C n
� DIVERSION STRUCTURE C
ACF R-TANK PRODUCT RIM ELEV = 8.30
-- ❑ SEE DETAIL THIS SHEET
O.W. _ __ ❑ - ❑ ❑ ❑ INV OUT = 5.75
\f _ - ❑ ❑ ❑ ❑ ❑ _ ❑ ❑ INV OUT = 5.75
❑_ ❑
WOMEN N M ow
41.34'
0 5 10 20 NORTH
SCALE: 1 "=10'
DIVERSION STRUCTURE C
STRUCTURAL BACKFILL - SEE R-TANK LID SECTION DETAIL
/
/ Y ,.\ \ .\
/
,� r YY r � - T Y � •, r f
, /
C
/
,
\
l
1
,
/
I
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\
\ r
J •
r
y
'
--
r
u
z
CLEAN FILL WITH MINIMUM
INFILTRATION RATE OF 10"1 HOUR.
EXISTING CONTAMINATED SOIL
STARTING AT ELEVATION 4,00' TO BE
Z
REMOVED AND REPLACED
0
u.I
INFILTRATION SYSTEM C SECTION VIEW
BOTTOM OF R-TANK = 5.00
SEASONAL HIGH WOATER TABLE
ELEVATION = 4.00
NON -WOVEN GEOTEXTILE FABRIC
R-TANK (UD) DOUBLE UNITS
6 UNITS WIDE BY 21 UNITS LONG
SEE DETAIL THIS SHEET
DIVERSION WEIR EL 7.26
TRASHH GUARD PLUS
PRE TREATMENT
INLET PIPE FROM DIVERSION STRUCTURE
INV EL =5.75
r: OBSERVATION PORT
SS
_ - SS - -
a
2
0
U)
z
w
H
W
13'
1L
OUTLET CONTROL PIPE
INV EL = 5.75
SS
SS ---
STORMWATER CONTROL
MEASURE ACCESS AND
MAINTENANCE EASEMENT
TOTAL COVER: 12"(STONE)114"(SAND/SOIL) MINIMUM AND 60" NOTES:
MAXIMUM. FIRST 12" (OR FROM TOP OF MODULE TO BOTTOM OF 1, FOR COMPLETE MODULE DATA, SEE APPROPRIATE R-TANKUD MODULE SHEET.
PAVEMENT SECTION WHEN MINIMUM COVER CONDITIONS APPLY) 2, INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO LRFD
MUST BE FREE DRAINING BACKFILL (SPEC SECTION 2.03B2): STONE BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 7TH EDITION, 2014 WITH 2O15 AND 2016
<1.5" OR SOIL (USCS CLASS GW, GP, SW OR SP). ADDITIONAL FILL MAY INTERIM REVISIONS.
BE STRUCTURAL FILL (SPEC SECTION 2.03C): STONE OR SOIL (USCS 3. PRE-TREATMENT STRUCTURES NOT SHOWN.
CLASS 5M, SP, SW, GM, GP OR GW) WITH MAX CLAY CONTENT<10%, 4, FOR INFILTRATION APPLICATIONS, GEOTEXTILE ENVELOPING R-TANK SHALL BE ACF M200 (PER
MAX 25% PASSING NO.200 SIEVE, AND MAX PLASTICITY INDEX OF 4. SPEC SECTION 2.02A) AND BASE SHALL BE 4" MIN. UNCOMPACTED FREE DRAINING BACKFILL
A MIN. 12" COVER MUST BE MAINTAINED BETWEEN BACKFILL (SPEC SECTION 2.03A) TO PROVIDE: A LEVEL BASE. SURFACE MUST BE SMOOTH, FREE OF LUMPS
EQUIPMENT AND THE TOP OF THE R-TANKT"' SYSTEM AT ALL TIMES. OR DEBRIS, AND EXTEND 2' BEYOND R-TANKU° FOOTPRINT.
TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED 5'. CONTACT
ACF ENVIRONMENTAL IF MORE THAN S OR LESS THAN 12" OF TOP
BACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT).
UTILITY MARKERS AT - PAVED
COVER FROM
CORNERS (TYP.) SURFACE GRADE TO OP FINISHOFTANK:
r STONE SIDE ILL
12" (0.30 m) MIN
I' SAND/SOIL SIDE BACKFILL
14" (0.36 m) MIN.
60" (1.52 m) MAX.
OPTIONAL
OVERFLOW
PIPE
INLET PIPE
e
TI
1.
OP NAL O
OUTLET
i 1 PIPE
r
't
i
3 0.08 m MIN. I
,I.
I I
1
I,
24" I 0.61 m J ( )
UD BASE: " MIN. BEDDING SIDE BACKFILL: 24" MIN. OF FREE DRAINING
R-TANK U 3 ING MATERIAL SPEC SECTION
UNITS (
LOAD RATING: 134.2 PSI MODULE ONLY) 2.03A MAY BE STONE (/<1.5") OR SOIL USCS CLASS G\N, BACKFILL (SPEC SECTION 2.03132): STONE <1.5"
OR GW P SW OR SP .MUST
501E USCS CLASS G
RIS )
GP SW OR SP . MU FREE OF LUMPS AND DEB ( ST BE ,
D
13E STONE NOT SOIL WWEN TOTAL C OVER
AND EXTEND 2' BEYOND R-TANKS' .COMPACT PER ( )
SUBGRADE / EXCAVATION LINE: COMPACT PER SPEC SECTION 3.03 A, NATIVE SOILS MAY BE USED IF DEPTHS ARE LESS THAN 14". MUST BE FREE
SPEC SECTION 3.02 D. A BEARING CAPACITY FROM LUMPS DEBRIS AND OTHER SHARP
OF 2,000 PSF MUST BE ACHIEVED PRIOR TO THEY MEET THE REQUIREMENTS OF SPEC SECTION
INSTALLING R-TANKED 2.03A AND ARE ACCEPTED 8Y OWNER'S ENGINEER. OBJECTS. SPREAD EVENLY TO PREVENT
R-TANWD MOVEMENT. COMPACT SIDE BACKFILL
j WITH POWERED MECHANICAL COMPACTOR IN
12" LIFTS (PER SPEC SECTION 3.05 A2).
04/23/2018
i
R-TANK"D & HS-20 LOADS - SECTION VIEW
LET'S GET IT DONE
INF RMATION PLEASE TACT: ACF ENVIRONMENTAL 1 800-44 - 63 WwW.acfenvironmental.com
FOR AD©ITIONAL O CON C $ 3 IJ
I
rn ,
23,62"
SIDE VIEW
T
- 23.62" -
-I
FRONT VIEW
ISOMETRIC VIEW
N i
� I
� I
N
MODULE DATA
, I
GEOMETRY: LENGTH = 23.62 IN. (600 MM) LOAD RATING: 134.20 PSI, (MODULE ONLY)
T WIDTH = 23.62 IN. (600 MM) HS25, (WITH ACF COVER SYSTEM)
HEIGHT = 27.17 IN. (690 MM)
TANK VOLUME = 8.77 CF MATERIAL: 100% RECYCLED POLYPROPYLENE ?:
STORAGE VOLUME = 8.33 CIF
VOID INTERNAL VOLUME: 95% "
VOID SURFACE AREA: 95%
........... -- -
03/22/18
I
R-TANKUD - DOUBLE MODULE
FOR ADDITIONAL INFORMATION PLEASE CONTACT: ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com
CONTINUE CLEAN FILL WITH
MINIMUM INFILTRATION RATE OF
10"1 HOUR TO EDGE OF RIVER
SIZE A B
NON -WOVEN GEOTEXTILE TO PREVENT SOIL MIGRATION - W 23" x 24" 23" 26.51"
28" x 30" 28" 33.15"
6.49 REF. -
34" x 36" 34" 38.69"
SEE MARINE ENGINEER DRAWINGS FOR ANY i l t0.25'roiERaNceaN01NrENsroNs
SHORELINE EROSION CONTROL PROTECTION.
CLEAN FILL TO BE USED UNDER ALL PROPOSED
MATERIALS TO MAXIMUM ELEVATION OF 4,5'
ABOVE SEA LEVEL, NAV 88. TRASH GUARD PLUS DETAIL
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17
�PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
I
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation=
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELT
A FOUNTAINS
twill FL 2258
I m i Park Dr. W. Suite 4 .lackso e 3
11494 Co u b a ,
www.deltafountains-com
Lighting Design = Et_
TILLOTSON DESIGN ASSOCIATES
13 10 NY York 40 Worth Street, Room 703, New Y o 0
www.fillotsondesign.com
SEAL/SIGNATURE
,
t !
2 rQ S�t'+.
i ALf~
- s � -
q 036231 s iu
'ICI Nf�k'4`�'
I ISSUE/REVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
O4119/2019
KEY MAP
N
Project No.: C17135
Drawn By:
NBC
Checked By: ,JWP
Date:
04.19.2019
Scale:
1" = 20'
SHEET TITLE
CIVIL INFILTRATION
SYSTEM C DETAILS
SHEET NO.
Cmi 38=Pl

17
If
15
n
1 '
f
k
w_
---�-- EGRADING-
--as-
Q.
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I I '
SCURED - RESOLVE i , ! �'',
- ....-- SURVEY ®B
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--
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t
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ii
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- � t 1,
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,
Yt �;
k
0 10 20 40 NORTH
-
o"tr X
OBSERVATION PORT SC LE:
K r j'1-y1 .I 3i t
S'i 1
8" PERFORATED HDPE
y
\ I-F PERMEABLE PAVEMENT B
\low
,
�1
t_ wns
ISM
mom
�.. �.r� - -� [ - ! 4 t t PERMEABLE PAVER FILLED WITH
— F r' r:: _ <>, _ r . '� t *~�_�= C c. F- #8 WASHED STONE, FILLED
- T-
k
! . x� �- s _ 4: d,.rua. p<_ . �_ Prw*" l �.!�'!'-; i-i_ ` .i'- FROM TOP
W
F
E
A
)ES SHALL
28'
?WAL
E BELOW
PERMEABLE PAVEMENT - PLAN VIEW
\j'- ;,i F)M� PF IC i
8" PERFORATED UNDERDRAIN, SEE
SHEET CA31-PI FOR INVERTS AND
LOCATIONS
SUBBASE TO BE LESS
THAN 2% SLOPE IN ANY
DIRECTION
AN I ! IYl'.ATIIYAI[+ IACAITI CICA TA UA\/C n=M&A=AM1 r P Atlrf][. [ UAI 1
IVV I I J I r_rCVIVICIV/ALJC oClr 1 IVIN
SECTION
FT�-
a
-r
--
. ---
PERMEABLE PAVEMENT
SECTION
STEEL PIN LOCATED ABOVE
CLEAN OUT FOR MARKING
LOCATION BELOW PAVERS.
#78 WASHED STONE.
#57 WASHED STONE.
#2 WASHED STONE,
1� 4" CLEAN OUT PIPE WITH
BRASS CAP.
4' PERFORATED DRAINAGE
PIPE. SEE C5.00 FOR
LOCATION AND TIE IN.
NON -WOVEN
GEOFABRIC"
COMPACTED
SUBGRADE
NOTES:
1. PERMEABLE PAVERS ARE 4" x 8' ADA
COMPLIANT. COLOR AND FINISH TO MATCH
BRICK BANDING.
2. SEE L-131-P11 MATERIALS AND FURNISHINGS
PLAN FOR ADDITIONAL INFORMATION.
3. SECTION CONFORMS TO NCDENR BMP
MANUAL
4. CONTRACTOR TO PROVIDE INFILTRATION
TESTING ON SOIL TO ENGINEER PRIOR TO
CONSTRUCTION OF PAVER SYSTEM.
NTS
ALL LOCATIONS IDENTIFIED TO HAVE PERMEABLE PAVERS SHALL
INCLUDE THIS PAVEMENT PROFILE, SEE LANDSCAPE PLANS
No 8 STONE AS 2" BEDDING COURSE. SAME STONE
TO BE USED BETWEEN PAVERS
FREE DRAINING ANGULAR WASHED STONE
" - 2" DIAMETER INSTALLED AT MINIMUM COMPACTION OF 95%
SHEET C-131-P1 FOR INVERTS AND
LOCATIONS
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
1180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
WWW.Clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
= Q SEAL
q z 036231
j ISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
04/1912019
KEY MAP
N
�7i1��■IiIZ•J�IiilL\�L•JCI
Project No.: C17135
Drawn By:
LAP
Checked By: JWP
Date:
04.19.2019
Scale:
1" = 20'
SHEET TITLE
CIVIL PERMEABLE
PAVEMENT
DETAILS
1
SCALE: 1 "=20`
2
3
4
Ef
7
9
10
11
12
13
14
15
16
17
SHEET NO.
13 � � II

IPROJECT INFORMATION
T
L
2
iJ
on
G
F
C
C
ns
OLD FRONT ST - PLAN VIEW
SCALE: 1 "=40'
0 20 40 80 NORTH
SCALE: 111=40'
35 oo+7r' 1 nn+nn
inn+Qn 11)1+nn 1n1+An 1n7+nn 1n7+rn 1nq+nn 1nq+gin Ind+nn Ind+Sn 1nr,+nn 1nr,+fin
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25
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99+75 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+25
OLD FRONT ST - PROFILE VIEW
SCALE: H V=40' V 1"=10'
SEE BID PACKAGE P-2 FOR
RELOCATION OF SANITARY SEWER
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www. eag leresou rces . com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispile.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALIS IGNATURE
A
O
9
SEAL(�l�x�
M y i 036231 W
w
I ISSUEIREVISIONS -
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
O4/1912019
KEY MA
N
W11=1 INF-VKMAIIVN
Project No.:
C17135
Drawn By:
LAP
Checked By: JWP
Date:
04.19.2019
Scale:
1" = 30'
SHEET TITLE
CIVIL NUTT STREET
PLAN AND PROFILE
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17
SHEET NO.

N
M
L
K
J
G
F
E
C
A
X.,gle,
1
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41�
PAVEMENT AND MARKING NOTES:
Ij 1. REFER TO L-131-P1 FOR MATERIALS PLAN
Z. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTSHOF-WAY AND ARE TO BE
THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. R (DETAIL SDS 1 03 AND SD
® a 15-13 COFW TECH STDSI
3. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET
MH / MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS. [DETAIL SD 15-13
COFW TECH STDSI
E
\\/ 4. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE
MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS.
NEW ASPHALT PAVEMENT; >� 5. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE
SEE DETAIL THIS SHEET O o / WHITE.
" o / 6. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. CONTACT
STANDARD CURB AND EXISTING CURB 341-5888 FOR MORE DETAILS.
66 ?05LlcF014 GUTTER; SEE DETAIL
THIS SHEET o �� �- N 7. ANY BROKEN OR MISSING CURBING WILL BE REPLACED,
REMOVE EXISTING VEGETATION
8' x 23' ` / 8. CONTACT TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY
HC RAMP (SEE DETAIL 3) , , ,
PARKING (TYP.) ^Hw AND REPLACE WITH GRASS
PAVE2 SYSTEM; SEE DETAIL THIS EXCAVATION IN THE RIGHT OF WAY.
HC RAMP SHEET
TIE INTO EXISTING
CURB AND GUTTER STOP SIGNXX EXISTING BRICK WALK
CROSSWALK
SEE DETAIL 9
�o
MUTCD "DO NOT ENTER"
R20'
/
SIGN�.:
-
R20'
T
v.
,ate
r
_r-
' or"
CROSSWALK
•�
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{
SEE DETAIL 9
1
qT
Ro
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qT
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CROSSWALK
MUTCD NOT ENTER"
o
HC PARKING - VAN
SEE DETAIL 9
SIGN
0
HC PARKING SIGN
1
HC RAMP
PERMEABLE PAVEMENT, SEE
�"
O
�H)
STREETSIGN
TIE INTO EXISTING
SHEET C-136-P1 FOR DETAILS
�Z
CURB AND GUTTER
-A.
�
Z
}
ALL PROPOSED SPACES ON z
_e��
- HC RAMP (SEE DETAIL 3)
STREET SIGN
WHEELCHAIR RAMPS
WHEELCHAIR RAMPS WITH FLARE
ADJACENT Tp PLAZA
ADJACENT TO SIDEWALK
•
4' MIN
uNdNd
}6„
6'MIN
LAN
a
• • -
SPECIAL EMPHASIS
CROSSWALK
LAN WIDTH
IDTH
I
2' 5'
1'
6' MIN
DIAGONAL WHEELCHAIR RAMP DIAGONAL WHEELCHAIR RAMP WITH FLARE
ADJACENT TO PLAZA
ADJACENT TO SIDEWALK
I
_
2
4
6"
2 MIN
S'MIN
NOTES: 1. RAMPS AT MARKED CROSSINGS MUST BE WHOLLY CONTAINED WITHIN THE
MARKINGS.
2. RAMPS AND LANDINGS MUST MEET CURRENT ACCESSIBILITY
STANDARDS,
STANDARD DETAIL
GTON
DATE: AUGUST.2011
- NURiFi CAROLINA
DRAWN: PBlJBR
INTERSECTION LAYOUT
CITY OF WILMINGTON ENGINEERING
CHECKED: DEC
PO BOX 1810
WILMINGTON N.C. 284,02
[phone]
SCALE NOT TO SCALE
3 INTERSECTION LAYOUT
NTS
FILL
FILLED EXPANSION JOINT
CONTROL JOINT
JOINT
5
4' 1 / 4
112„
SECTION A -A SECTION B-B
NOTE 1. JOINT MATERIAL TO COMPLY WITH CURRENTNCDOT STANDARDS.
2. SANITARY SEWER CLEAN -OUTS, WATER METERS. MANHOLES, AND VALVE LIDS TO BE
LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.
3. MINIMUM SIDEWALK WIDTH TO BE 6 MINIMUM IF PLACED AT BACK OF CURB.
4. CONCRETE FOR ALL. SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY
APRONHA
)
SHALL BE Cl-ASS "A" - 3,000 PSI.
5. MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL
6, 4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
7. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"
8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
9. MIN GRADE FOR PROPER DRAINAGE IS 19; IN AT LEAST 1 DIRECTION. MAX CROSS
SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 1U% If LIMITED BY EXISTING
CONDITIONS, OR NO GREATER THAN
THE SLOPE OF THE EXISTING ADJACENT ROAD.
STANDARD DETAIL a;
DATE: OC'1'OBGR, 20L0 WffkNGTON
:- NORTH CAROLINA
DRAWN: PBIJSR
SIDEWALK CPO BOX 18LMONGTON ENGINEERING
CHECKED: DEC WILMINGTON N.C. 26402
(91(I) 341-7907
SCALE NOT TO SCALE SD 3-10
E)S, SDEWALK DETAIL
50 CM (19.7")
SPECIFICATIONS
I 16.7 CM (6.6") 25 CM (9.6")
UNIT SIZE - 54 CM X 50 CM X 2.5 CM
(20" X ZO" X I "J
AVAILABLE IN 9 STANDARD ROLL SIZES
UNIT WEIGHT - 510 GRAMS (18 OZ.)
OR 2.0 KG (4.5 POUNDS)
STRENGTH - 402 KG/CM {5720 PSI)
COLOR - BLACK(STANDARD)
RESIN - HDPE (WITH SOME POST -CONSUMER
RECYCLED CONTENT)
PLAN
GRASSPAVEZ SQUARES
i
ADJACENT GRASSPAVE2 SQUARES
3
I
I
SEE ENLARGEMENT BELOW
i
8.3 CM (3.311)
HYDROGROW MIX BELOW RRVG
2.3 CM (0.91
LT SUPPLIED FREE BY MANUFACTURER
6 CM (2.4")
f 'r"
RINGS FILLED WrrH CONCRETE SAND (CLEAN, SHARP SAND)
COMPACTED SANDY GRAVEL ROAD BASE
O a�
r
95% MODIFIED PROCTOR DENSITY
$_8,_
``��OOdd
- 6 INCHES TO 12 INCHES
1L
U•J
(DEPTH OF BASE COURSE TO BE DETERMINED
°
BY ON -SITE ENGINEER)
3
/III- I /III II
jI_ COMPACTED SUBGRADF,
--
SON
TOP OF GRASS ROOT MASS 6 MM
(1 /4") ABOVE TOP OF RING
GRASSPAVE2 ATTACH WITH
L -------
SNAP -FIT FASTENERS
--
-
-
ROOT MASS TO FILL
©
GRASSPAVE2
COMPACTED SANDY GRAVEL
BASE COURSE
ENLARGEMENT
NOTE: GI T"ES SHALL BE SPECIHEB BY A LANDSCAPE ARCHITECT OR
I DESIGNER.
TYPICAL GRASSPAVE2 DETAIL
CHOOSE THIS PRODUCT FOR REINFORONG GRASS WEARING SURFACES 1 OF 1
Wr TO SCALE
1600 Jscksm St.. Ste. 310
Invisible
GOLDEN, COLORAOO 80401
800-233.1510 OR 303-233-8383
Structures, Inc.
FAX: [phone] OR 303-233-8282
www.tmisibkatrucIl res.tOm
GPDE7.DWG
rev. 10705
2 GRASS PAVERS DETAILS
NTS
NUTT STREET EXT. TO BE
METERED
PARKING METER (TYP.)
OHUOUE VIEW 1/2" FILLED EXPANSION JOINT
VERTICAL CURB AND GUTTER /
CONTRACTION JOINT
(1/4" X 1" DEEP SCORE)
• R=}' \I--------------
f
R=1�"
12• T
'T 1-
AGGRrGATE BASE COURSE -
RE�A
i+ ----+1I fi��]zAGG7E BhSE CO24"�
24=
VERTICAL CURB AND GUTTER SLOPE CURB
�I a7}' I F
R-1•
12- I
7777,
e
AGGREGATE BASE COURSE
12" ` s"
8'
..4" I- �'AGGREGA7E
IIr 2 12'� i-
BASE COURSE
MEDIAN VERTICAL CURB AND GUTTER VERTICAL CURB GRANITE CURB
12"12�
AGGREGATE BPSE ceuRSE
�ij]}I 1 I-•-12' AGGREGATE SE CWRSE
a 1 ZI .::., BA
VALLEY CURB HEADFR CURB
N4.IEH: 1. EXPANSION JOINT MATERIAL TO COMPLY WITH CURRENT NCI STANDARDS
2, 50' MAx LxPANSION JOINT SPACING. 10' MAX COMRACTION JOINT SPACING
3. MINIMUM INSTALLATION LENGTH IS 5 FT.
4. CONCRETE TO BE 3000 PSI MIN
5. VERTICAL CURB AND GUTTER BASE CAN BE SLOPED 3/4" OR USE A FLAT BASE
STANDARD DETAIL or"""" "
DATE: AUGUST.2011 GTON'
SVORTHCIROLMA -
BRAWN: PB/JSR CITY OF WILMINGTON ENGINEERING
CURBING PO BOX 1810
CHECKED; DEC WILMINGTON N.C. 28402
[phone]
SCALE NOT TO SCALE SD 3-11
STANDARD CURB AND GUTTER
NTS
�°
0 20 40 80 NORTH
SCALE: 111=40'
NUTT ST - PLAN VIEW
This Detail is for Reference Only. See Notes.
STREET NAME TRAFFIC CONTROL
(TYPICAL) (TYPICAL)
1
GI
SCALE: V=40'
BRACKET SLEEVE
12" CONCRETE
OPTION
I)All signs and materials shall meet the requirements of MUTCD and City Traffic Engineerinq in
'm f n h I ill the lot t edition of "
effect at the time o construction. Designer and Contractor s al utilize es S�Ltu
of Wilmington Specifications for Instollation of Street Name Signs. Traffic Control Signs._and Sians
n iV rfr nt Crass city Hardware" uideline. S eciol Designation signs (downtown, historic arks r e o
g P g g ( P Y
trail etc. shall adhere to COW Si na a Plan and all associated P Oicles.
9 9 2)Sign callouts, locations and dimensions are responsibility of the designer and shall be clearly
indicated on a plen sheet. A Signs and Pavement Marking design sheet is necessary for larger
projects, preferred to include a table with #units, MUTCD#, name, size, lettering, posts, material,
color, intensity, etc.
3)in advance of fabrication, Contractor may provide a sign order/or proof sheet from the supplier
to City Traffic Engineering for compliance review of material specifications only.
4)All non --standard (decorative) sign posts and hardware installations require a NON-STANDARD
TRAFFIC SIGN HARDWARE & MATERIALS AGREEMENT to be executed prior to acceptance. Contact City
Traffic Engineering.
5)Controctor shall contact City Inspector prior to sign Installation and final acceptance. Modifications
may be required for compliance. All signs that are removed and not reinstalled shall be salvaged
and delivered to the City.
6)Street name and traffic control signs shall be installed when streets are opened to the public.
7)Developer/HOA is responsible for proper maintenance of all signs until accepted by the City.
STANDARD DETAEL cnvor
DATE: FEBRUARY,2019 ILM.INGTON
STREET & TRAFFIC SIGNS NORTH GAROLIF A
DRAWN BY JSR CITY OF WILMINGTON ENGINEERING
REFERENCE DETAIL PO BOX laic
CHECKED BY BDR, P.E. WILMINGTON. INC 28402
[phone]
SCALE NOT TO SCALE SD 15-03
s SIGN DETAIL
NTS
8" WHITE CLAY PAVERS ON SAND SETTING BED.
THERMOPLASTIC
MARKINGS BRUSH POLYMERIC SAND INTO JNTS.
(4" OUTSIDE OF EDGES) JOINTS SHALL NOT EXCEED 1/8"
N2"R 1,r TO 1-1 /2"
CONCRETE SAND
PAVEMENT
18. TYP. CROSSWALK
12"x18" CONCRETE
HEADER
SUBGRADE COMPACTE 6" ABC STONE
(95% MODIFIED PROCTOR) (987. MODIFIED PROCTOR)
4" THICK 3000 PSI CONCRETE BASE
WITH WIRE REINFORCEMEN7
1. BRICK TYPE, SIZE AND PATTERN SHALL BE COORDINATED WITH
CITY OF WILMINGTON. TYPICAL BRICK PAVER 4"x8"x2-3/4"
HERRINGBONE PATTERN. RUMBLED COURTYARD, FULL RANGE COLOR,
BRICK BY PINE HALL.
2. PAVERS SHALL MEET OR EXCEED ASTM C1272 STANDARD
SPECIFICATION FOR HEAVY VEHICULAR PAVING BRICK, TYPE "F".
3. CONCRETE HEADER TO BE 3000 PSI, BROOM FINISH, 1/2" RADIUS
ON EDGES AND FLUSH WITH ASPHALT AND PAVERS. CONTROL JOINTS
AT ±5' O.C. (EQUAL SPACING). CONCRETE TO BE POURED AFTER
COMPACTION OF STONE SUB -BASE.
4. WELDED WIRE MESH REINFORCEMENT SHALL BE 6x6 WITH 4.0/4.0
AND FREE OF OIL, DIRT AND DEFECTS AND SHALL BE PROTECTED
FROM DAMAGE. WIRE SPLICES SHALL OVERLAP 12 INCHES AND BE
TIED TOGETHER AND SUPPORTED IN PLACE,
STANDARD DETAIL arlYap '
DATE; NOVEMBER, 2011 GTON
' - NORTH CAROLINA
DRAWN BY JSR BRICK CROSSWALK CITY OF WILMINGTON ENGINEERING
CHECKEDBY B.D.R_P.E. PO BOX 1810
WILMINGTON, NC 28402
�
[phone]
SCAB; NOT TO SCALE SD 3-142
9 CROSSWALK DETAIL
NTS
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STANDARD DETAIL
r.
GTON
NORTH CAROLINA
DATE: MAY,2015
LOCAL STREET WITH
DRAWN BY JSR
SLOPE CURB
CITY OF WILMINGTON
PC BOX i
ENGINEERING
CHECKED BY D,E,C., P,E.
(SECTION AND CROWN)
WILMINGTON N,C-
[phone]
28402
SCALE NOT TO SCALE
5D 3-01.4
STREET DETAIL 7
NTS
SURFACE COURSE
INTERMEDIATE COURSE
COMPACTED ABC
PREPARED SUBGRADE
5URFACOINTERMDEIATE STONE
PAVEMENT TYPE' S9.5B I I19.00 ABC
--- - ---------- - ..... _
jSTND. DUTY E 1.5" . ---
E '
I , ,
PHALT PAVING ON AGGREGATE BASE
�ry
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STANDARD DETAIL
�..
DATE:
MAY,20I5
W000
m
LOCAL STREET WITH
DRAWNBY
JSR
SLOPE CURB
CITY WILMINGTON ENGINEERING
CHECKED BY
D.F.C., P,E.
(SECTION AND CROWN)
PO 80X 1810
WILMINGTON N.C. 28402
(910) 341-7a07
SCALE
NOTTO SCALE
SD 3-01.4
$ STREET DETAIL
NTS
I PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering= C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign. co m
SEAL/SIGNATURE
04
t Q SEAL
q 036231 JJ
11i t/
ISSUEMEVISIONS ---'
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
6
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
04/19/2019
I KEY MAP
bil 1 INFUKMA 1 IUN
Project No.: C17135
Drawn By:
LAP
Checked By: ACP
Date:
04.19.2019
Scale:
11T= 30'
I SHEET TITLE
CIVIL NUTT STREET
LAYOUT PLAN
SHEET NO.
1 2 1 3 1 4 1 5 1 6 1 7 1 8 9 10 11 12 1 13 1 14 1 15 1 16 17

PROJECT INFORMATION _
M
L
K
J
111
G
F
E
Q
C
A
6" CIP CONCRETE SLAB (650 PSI - FLEXURAL STRENGTH)
#4 REBAR, BOTH WAYS AT 12" O.C. TO BE
SUPPORTED WITH PLASTIC CHAIRS.
8" ABC, BASE
COMPACTED SUBGRADE
LOADING DOCK - PLAN VIEW
SCALE: 1"=10'
LOADING DOCK CONCRETE PAVING - SECTION
A SCALE: NTS
0 5 10 20 NORTH
SCALE: 1 "'=10'
1 1 2 1 3 1 4 1 5 1 6 1 7 8 9 1 10 1 11 1 12 13 14 1 15 1 16 1 17
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesionesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresourc.es.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathempa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewenginears.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAUSIGNATURE
ro
Q SEALL0
y : 036231 Lu
I ISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
O4/19/2019
KEY MAP
N
b11CC 1 1NtVKMA 1luN
Project No.. C 17135
Drawn By:
NBC
Checked By: JWP
Date:
04.19.2019
Scale:
1" = 30'
SHEET TITLE
SHEET NO.
LOADING DOCK
GRADING PLAN
AND DETAILS

PROJECT INFORMATION
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A
1'-6" 0.625"
CURB GRAD
_ PVMT.
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L' 3/4" CEMENT PLASTER w
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SECTION "A ---A" r, „
SECTION B-B
5'-10"MIN.
5'-4"
4'-0"
PVMT.
f-BCURB & GUTTER
00
A CASTING I A
I
�B
NOTE:
PAN 1. 4" DEEP X 8" WIDE CONCRETE COPING
ALL AROUND BASIN CASTING.
2. ALL CONCRETE TO BE CLASS "A"
3. FOR CASTING DETAIL SEE SD 2--16
STANDARD DETAIL
L GT�N
DATE: 2006 �^+T� AT
CATCH BASIN NORTH CAROLINA
DRAWN BY JSWCMR CITY OF WILMINGTON ENGINEERING
PO BOX 1810
CHECKED BY B.P., P.E. WILMINGTON, NC 28402
[phone]
SCALE NOT TO SCALE SD 2-01
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DATE: 2001
DRAWN BY JSR
CHECKED BY B.P., F.E.
SCALE NOT TO SCALE
4't
DROP LEG
GREASE IN'
STATIC LICIT
¢_J
STANDARD DETAIL
GRILL BASIN
STANDARD DBTAIG . CITY OF MLMINGTON TL STANDARD DETAIL CRY OF WILMNGTON IL
MTB: Aw 1B, mm ENGINEERIING OFFICE DAIS: RM 19. 2M DONEIIG OFFICE
DRAaVNBY ,s0. 4 INCH INLET 305 CHESTNUT STREET n Da�►wxer ,� 6x6X4 OUTLET 305-CksrnaJr STRM
SANITARY TEE Po. Box i810 SANITARY TEE 1$10
BY B.PENNY VALMINGTON N.C. 25402 CFfBCi BY H.iffid+iY WiLY1NGT0N N.C. 28402
(916} 341—f807 SD 3=13
SCALE NpTrOBCAiB BCAIB NOTTO$GAIS
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� NORTH CAROLINA
CITY OF WILMINGTON ENGINEERING
PO BOX 1810
WILMINGTON, NC 23402
[phone]
SD 2-02
4-41.
SPECIFICATION CLAUSE
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K100 KLASSIKDRAIN • LOAD CLASS A
-LL� EXPANSION JOINT TO PAVEMENT PER
t SEE NOTE 4 ENGINEER'S DETAILS DESIGN
n SEE NOTE 3 DOCUMENTS
GENERAL
THHEE SURFACE DRAINAGE SYSTEM SHALL BE
POLYMER CONCRETE K100 CHANNEL SYSTEM WITH
GALVANIZED STEEL EDGE RAILS AS MANUFACTURED
BY ACO, INC.
4
4 Q
MATERIALS
Q q
CHANNELS SHALL BE MANUFACTURED FROM
POLYESTER RESIN POLYMER CONCRETE WITH AN
Q
INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL.
MINIMUM PROPERTIES OF POLYMER CONCRETE WILL
4 .
BE AS FOLLOWS:
d Q
COMPRESSIVE STRENGTH: 14,000 PSI
FLEXURAL STRENGTH: 4.000 PSI
TENSILE STRENGTH: 1,500 PSI
Q. Q Q
4"[100mm]
WATER ABSORPTION: 0.07%
/ /
FROST PROOF YES
Q /
/
DILUTE ACID AND ALKALI RESISTANT YES
� Q
8117 SALT SPRAY TEST COMPLIANT YES
/
THE SYSTEM SHALL BE 4" (100mm) NOMINAL
INTERNAL WIDTH WITH A 5.1" (130mm) OVERALL
/
WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL
INVERT SHALL HAVE DEVELOPED"' SHAPE. ALL
�--�
CHANNELS SHALL BE INTERLOCKING WITH A
MALEIF€MALE JOINT.
4` [100mm] ---� 4" [100mm]
THE COMPLETE DRAINAGE SYSTEM SHALL BE BY
ACO, INC. ANY DEVIATION OR PARTIAL SYSTEM
DESIGN AND/OR IMPROPER INSTALLATION WILL VOID
ANY AND ALL WARRANTIES PROVIDED BY ACO, INC.
NOTES:
1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.
CHANNEL SHALL WITHSTAND LOADING TO PROPER
ENGINEERING ADVICE MAY BE REQUIRED
LOAD CLASS AS OUTLINED 8Y EN 1433. GRATE TYPE
2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE
SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD
CLASS SPECIFIED AND INTENDED APPLICATION.
AIR POCKETS.
GRATES SHALL BE SECURED USING'QUICKLOK'
3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL
BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE
AND CONCRETE SURROUND. ENGINEERING ADVICE MAY aE REQUIRED.
SHALL BE CERTIFIED TO MEET THE SPECIFIED EN
4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 11W [3mm] ABOVE THE TOP OF THE CHANNEL EDGE.
1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED
5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO
IN ACCORDANCE WITH THE MANUFACTURER'S
DETERMINE PROPER LOAD CLASS.
INSTRUCTIONS AND RECOMMENDATIONS.
B. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS,
K1-a-ECP
K100 - KLASSIKDRAIN - LOAD CLASS: A
ACO, Inc.
825 W. BeechemIt St
P.O. Box 245
4211 Pleasant Rd.
Exposed Concrete Pavement
®
Casa Grande, AZ 85122
Chardon, OH 44024
Fort Mill, SC 29708
INSTALLATION DRAWING - ACO DRAIN
TeII:520-421-9988
Fax:[phone]
Tec440-285-7000
Fax; 440-285-WI7
Tel:[phone]
Fax:[phone]
DATE:03121113
Arizona Tel: BBB-4SU-U55Z a-mali: safescumcOusa.COm Ohio Tel: [phone] www.acousa.com South carollna 1 el: Su0-fi22-2377
TRENCH
DRAIN
AT
STAGE
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STANDARD DETAIL
DATE: 2001 GTON
GUIDELINES FOR N°RTH CAAciL1NA
DRAWN BY JSRICMR CITY OF WILMINGTON ENGINEERING
STORM DRAIN MANHOLE PO BOX 1810
CHECKED BY B.P., P.E. WILMINGTON, NC 28402
[phone]
SCALE NOT TO SCALE SD 2-03
MARKED:
SANITARY SEWER OR
STORM DRAIN AS REQUIRED
TOP OF COVER
I
A A
5/8"
PLAN 7/8„ BOTTOM OF COVER
NOTE:
RING & COVER CONTACT SURFACES SHALL
BE MACHINED TO INSURE EVEN BEARING MINIMUM WEIGHTS:
OF COVER AND RING
2 -1„ RING 261 _BS.
COVER 120 LBS.
1 '-11 3/4"
1'-11 1 /2"
711
2.125" 7.5"
3.125"
1,Z
4.125' 1'-8 3/8" J 4.125'
0, 5"
1'9 5 8"
5.5" 1'-10 1 4" 5.5"
2'-9 1 4"
SECTION "A -A"
STANDARD DETAIL. rtTY Or
DATE: 2001 L� GTON
STANDARD MAN -HOLE NORTH CAAOIaNA
DRAWN BY JSRICMR RING AND COVER CITY OF WILMINGTON ENGINEERING
PO BOX 1810
CHECKED BY B.F., P.E.
WILMINGTON, NC 28402
[phone]
SCALE NOT TO SCALE SD 14-02
It
DO NOT SCALE DRAWING
iRONSMiTH
41-701 Corporate Way #3
Palm Desert, CA 92260
PROPRIETARY AND CONFIDENTIAL C800) 338-4766
This drawing embodies a confidential design of IRONSWIH, INC. Palen Desert, CA AT design, monufac}unng, reproduction, rse, aye. and other rights regarding She same are e�ressy reserved. This drawing is submitted under conf rrtlaI relationsh"Q for 11
a specific purpose and Nre recipient agrees M accepting the drawing not to suppy of tlisclose any information regarding it to airy uiwuthalzed person or to incorporate anyspecial feature pacufior to this design in other projects. The infortnafwn in this 7 76-50$0 Fax
drawing maybe covered cornpletey or In pars by paten pending.
AREA DRAIN GRATE DETAIL
PLAN
EXCAVATED AREA (AS SPECIFED ON PLAN SHEET)
1rLLr r tVLL r Vl\
DEWATERING
TYPICAL NOTES
1. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS SHALL BE LAID OVER THE DROP
INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 8" BELOW EACH SIDE OF THE WEEP HOLES OF INLET
STRUCTURE. MESH TO BE KEYED IN. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP
STRIPS 1 FOOT (MIN).
2. NCDOT #5 WASHED STONE SHALL BE PLACED OVER THE MESH TO A MINIMUM 1 FOOT DEPTH AND
EXTENDING BEYOND THE INLET OPENING BY 18" (MIN).
3. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT.
4- TO PROVIDE SATISFACTORY BASIN EFFCIENECY, REMOVE SEDIMENT WHEN THE VOLUME OF THE BASIN OF
THE BASIN HAS BEEN REDUCED BY ONE-HALF- SPREAD ALL EXCAVATED MATERIAL EVENLY OVER THE
SURROUNDING LAND AREA OR STOCKPILE AND STABILIZE IT APPROPRIATELY.
NTS
TRENCH DRAIN AT FOUNTAIN
PLAN
NTS
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
18D Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www. sageandcoombe. co m
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www. arup. co m
Civil Engineering = C.
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandee.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= 1
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispile.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
♦� 0
s Q SEAL�,�%� r-
y 036231 to
h «�
q��C1N� Q
I ISSUE/REVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03108I2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
O4/19/2019
KEY MAP -
N
.?Pitt I IN1-UKMA I IVN
Project No.: C17135
Drawn By: NBC
Checked By: JWP
Date: 04.19.2019
4Scale: N.T.S.
I SHEET TITLE
CIVIL STORM
DETAILS
SHEET NO. --
�./ PLAN
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 12 1 13 1 14 1 15 1 16 1 17
C-530-P1

I PROJECT INFORMATION
M
L
K
J
on
G
F
C
L7
R
A
NORTH
WATERFRONT
PARK
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www,arup.com
Civil Engineering = C.
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplle.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafou ntai ns.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
I SEAL/SIGNATURE
R REVIEW ON
NOT FOR RUCTION
ISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
COORDINATION SET
01/31/2019
4
PERMIT SET
02/15/2019
KEY MAP
N
I SHEET INFORMATION
Project No.: NWP 1701
Drawn By: -
Checked By: -
Date: 03.05.2019
Scale: 1 "=40'
SHEET TITLE
I SHEET No.
EXISTING
IMPERVIOUS
AREAS
2
3
4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17

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LEGEND
\\ \\ ZERO RUN RE A - SOU
\ A8 DRAINAGE TO INFILTRATION SYSTEM A
NHWL4 \ C� �\ \ �,.. • ��.. --��`\ `\\
W4 ��. �- ,t� \\\\�
\ � DRAINAGE TO PERMEABLE PAVEMENT A
DRAINAGE TO PERMEABLE PAVEMENT B
NSW = = _\ � � �. _ -- _ $ \� / --- - �' \ �1��]
L DRAINAGE TO PERMEABLE PAVEMENT OLD FRONT
ST WEST
-
N H WL5
DRAINAGE TO PERMEABLE PAVEMENT OLD FRONT
ST EAST A
NHWL6 'NH�y�
NHWL ZERO RUNOFF AREA
C NH Mow ftft11 �- `�
� `� I ���\�`.'•; DRAINAGE TO INFILTRATION SYSTEM C
•, � � RIP
RAP AWL BYPASS DRAINAGE
h
OR TI-1 E' DRAINAGE TO PERMEABLE PAVEMENT OLD FRONT
� S I n W NFL - o ST EAST B
0 15 30 60 NORTH 9'RR '` �RMqL
SCALE: 1 "=30' �� �► ` H Wq TAR l
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B aL/t ► ,
W
I. -PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www-hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
INC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www-landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
I SEAUSIGNATURE
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ISSUE/REVISIONS
NO.
DESCRIPTION
DATE
1
SCHEMATIC DESIGN
03/09/2018
2
DESIGN DEVELOPMENT
07/13/2018
3
TRC SITE PLAN APPLICATION
08/01/2018
4
95% CONSTRUCTION DOCUMENTS
03/08/2019
5
TRC SITE PLAN RE -APPLICATION
03/22/2019
6
CONSTRUCTION DOCUMENTS
O4/19/2019
■L`/�:�rTiltlrr
S7➢133Anffaf111�rTG\lL91
Project No.: C17135
Drawn By:
NBC
Checked By: JWP
Date:
03.05.2019
Scale:
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I PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www. sageandcoo mbe.com
AcousticlTheater/AV = AT
OA P.P.C,
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, INC 27603
www.stewartine.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tiliotsondesign.com
SEALISIGNATURE
J` FJ [-'' 11 �"" `7"
.',IL- '% i
C FDETIAL
NOT FOR CONSTRUCTION
I ISSUE/REVISIONS
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
3 1 BID SET 1 02/07/2019
I KEY MAP
N (D
Project No.: NWP 1701
Drawn By: MP, SW
Checked By: ML, MM
Date: 07/13/2018
Scale: 1 "=30'-0
0 5 10 15 30
ISHEET TITLE
I SHEET NO.
LANDSCAPE
GRADING PLAN
L M111

I
PROJECT INFORMATION
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1. SEE SHEET L-001 FOR GENERAL LANDSCA
NOTES, ABBREVIATIONS & SYMBOLS.
2. SEE SHEET L-122 FOR LAYOUT POINT DAT,
CURVE LAYOUT DATA, AND ELLIPSE LAYOI
DATA.
LEGEND
■ � LIMIT OF WORK (2- OFFSET)
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C,
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispile.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.androwengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
I SEAUSIGNATURE
CHECK SE I
CONFIDENTIAL.
NOT FOR CONSTRUCTION
ISSUE/REVISIONS
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
3 BID SET 02/07/2019
I KEY MAP
N
an&c1 INrVKINA!IVN
Project No.: NWP 1701
Drawn By: MP, SW
Checked By: ML, MM
Date: 07/13/2018
Scale: 1 "=30'-0
0 5 10 15 30
SHEET TITLE ..
SHEET NO.
LANDSCAPE
LAYOUT PLAN
1 1 2 1 3 1 4 1 5 1 6 1 7 8 9 10 11 12 13 14 15 16 17

N
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501
FUTURE
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SHEET NOTES
-- 1. SEE SHEET L-001 FOR GENERAL
LANDSCAPE NOTES,
ABBREVIATIONS & SYMBOLS.
2. SEE SHEET L-030 & L-031 FOR
MATERIALS SCHEDULE.
I 3. SEE L-411 TO L-414 FOR MATERIALS
n ENLARGEMENTS.
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PAVING -TYPE 2A
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r�
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SYN 1 SYNTHETIC SURFACE -
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I
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1 % WALL - TYPE 1
WALL - TYPE 2
mum
WALL - TYPE 3
WALL - TYPE 4
WALL - TYPE 5
TC-1
TERRACES
ST-1 STAIRS - TYPE 1
ST-2 STAIRS -TYPE 2
ST-3 STAIRS - TYPE 3
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CRB-2 CURB -TYPE 2
CRB-3 CURB - TYPE 3
P�°mob 0 0 0
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SOIL STABILIZATION -
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PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www. eag leresou rces. com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
I= I F €
CONFIDENTIAL
NOT FOR CONS TR C TION
ISSUEIREVISIONS
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
3 BID SET 02/07/2019
I KEY MAP
N �)
L�:iaa■iI:ia-via ,r�liNli:
Project No.:
NWP 1701
Drawn By:
MP, SW
Checked By:
ML, MM
Date: 07/13/2018
Scale:
1 "=30'-0
0 5 1015 30
SHEET TITLE
LANDSCAPE
MATERIALS
PLAN
n
1 2 3 4 5 I 6 I 7 I 8 I 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17
ISHEET NO. _