Trade Street Feasibility Study - JUMPOjumpo-nc.org/wp-content/uploads/2018/02/Trade-St... · 2018-02-01 · Revised Draft Trade Street Feasibility Study STIP U-5787 SR 2715 (Trade

Revised Draft

Trade Street Feasibility Study

STIP U-5787

SR 2715 (Trade Street) Extension from

NC 53 (Western Blvd.) to McDaniel Drive.

WBS # 44359.1.1

Onslow County

OCTOBER 2017

PREPARED FOR:

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

DIVISION 3

PREPARED BY:

STV ENGINEERS, INC.

1500 PERIMETER PARK DRIVE, SUITE 120

MORRISVILLE, NC 27560

October 2017 Revised Draft U-5787 Trade Street Feasibility Study

TABLE OF CONTENTS

1. Project Introduction ..................................................................................................................... 1

2. Existing Conditions ..................................................................................................................... 1

3. Description of Concepts ........................................................................................................... 4

4. Impacts ............................................................................................................................................... 5

5. Permitting Requirements ......................................................................................................... 5

6. Cost Estimates ................................................................................................................................ 6

7. Recommendations........................................................................................................................ 6

October 2017 Revised Draft U-5787 Trade Street Feasibility Study 1 |

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TRADE STREET FEASIBILITY STUDY

1. PROJECT INTRODUCTION

NCDOT Division 3 plans to extend SR 2715 (Trade Street) on new location between NC 53

(Western Boulevard) to McDaniel Drive. This extension was a recommendation of the

Western Boulevard (NC 53) Corridor Study conducted by the City of Jacksonville (January

2015) as one of several local projects identified to alleviate congestion at the US 17/Marine

Boulevard and NC 53/Western Boulevard intersection and to provide additional access to

the neighborhood along McDaniel St. The approximate 0.3 mile extension is proposed to be

two-lane curb and gutter facility, sidewalks on both sides, with a 48 foot proposed right of

way.

STIP U-5787 is identified in the August 2017 STIP for ROW in 2019 and Construction in

2021.

STV provided feasibility planning and design services for the Trade Street extension that will

consider two conceptual alignments:

1) A 920 foot, two lane extension of Trade Street that connects to Foxhorn Road

2) A 1200 foot, two lane extension of Trade Street that connects to Penny Lane

Both concepts encroach upon a series of storm detention ponds owned by the Venture

Properties and Wal-Mart Stores.

The purpose of this feasibility study is to identify feasible alternatives to be carried forward

into project development, identify permitting requirements and develop conceptual cost

estimates.

2. EXISTING CONDITIONS

SR 2715 (Trade Street) is a two-lane road with curb and gutter. The surrounding land use is

commercial. The posted speed limit for Trade Street is 35 mph. A small section of Trade

Street serves as a private access road for Wal-Mart.

Foxhorn Road is a two-lane road with curb and gutter and on-street parking. The

surrounding land use is residential. The posted speed limit is 25 mph. There are an existing

sidewalks on both sides of the street. The existing right of way is 50 feet.

Penny Lane is a two lane road with curb and gutter and sidewalks in a commercial area and

is city maintained. The commercial use is primarily hotels. The posted speed limit for Penny

Lane is 25 mph. The existing right of way is 50 feet.


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There is a Jacksonville Transit bus stop at the corner of McDaniel and Penny Lane. The stop

is served by Route 102 and operates hourly.

There are two privately

owned detention ponds and a

sand filter in the Project

Study Area. Pond A is owned

by Venture Properties and

Pond B is owned by Wal-

Mart Stores. (See 15%

Designs in Appendix A.)

Pond A is estimated to be

62,000 cubic feet with a

surface area of 38,600 square

feet. (Source: Revised

Stormwater Permit 921106

date September 25, 2012 and

CAD files).

Pond B holds an estimated

volume of 90,225 cubic feet

with a surface area of 57,000

square feet (Source:

Stormwater Permit 921003).

According to the City of

Jacksonville, the detention

ponds were originally permitted

by NCDEQ in the 1980’s. The City of Jacksonville is the permitting agency for current

stormwater permits.

The City of Jacksonville desires to consolidate their stormwater facilities and developed a

concept for consolidating stormwater treatment (Appendix E). The City has agreed to

partner with NCDOT through a municipal agreement to allow the City to share in the cost

of stormwater mitigation of the detention ponds as part of STIP U-5787.

Detention Pond B in Project Study Area


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Figure 1- Study Area Map


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Development within the study area is urbanized with a mix of commercial and residential

land uses. The area is zoned for Commercial, Office and Institutional, and multi-family

residential. Lodging establishments are found in the east section of the study area near Penny

Lane and McDaniel Drive. Cambridge Assisted Living medical facility is located within the

study area.

At the NCDOT Internal Scoping meeting held on 9/4/15, Jacksonville MPO

representatives noted that the neighborhood in the study area has minority and low income

populations. According to demographic analysis performed on the study area using

American Community Survey 5-year Estimates (2011-2015), there are minority and LEP

populations that exceed NCDOT HES thresholds.

There are several NCDOT Projects in the August 2017 STIP in the vicinity:

U-5878 (Commerce Road Extension), ROW: 2019, Construction: 2021

U-5791 (Jacksonville Parkway Extension), ROW: 2022, Construction: 2024-2025

U-5736 (Access Management Improvements on NC 53), ROW: 2019, Construction:

2021-2023

U-4007C-E (US 17 Improvements), ROW: 2019-Future Years, Construction: 2021-

Future Years

3. DESCRIPTION OF CONCEPTS

a. Concept 1- Foxhorn Road

The 920 foot two-lane, curb and gutter extension of Trade Street to Foxhorn Road will

create a connection from NC 53 (Western Boulevard) to McDaniel Drive. This concept

will encroach upon Ponds A and B. Based on the conceptual design (dated 5/22/2017),

Concept 1 is estimated to increase the impervious area by 21,215 square feet.

b. Concept 2- Penny Lane

The 1200 foot two-lane, curb and gutter extension of Trade Street will create a

connection from NC 53 (Western Boulevard) to McDaniel Drive via Penny Lane. Based

on the conceptual design (dated 5/22/2017), this concept would encroach upon Pond B

that borders Trade Street. Concept 2 is estimated to increase the impervious area by

33,115 square feet.

See Appendix A for conceptual designs of Concepts 1 and 2.


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4. COMPARISON OF CONCEPTS

Table 1- Concept Comparison*

Concept 1 Concept 2

Foxhorn Road Penny Lane

Area Acquired (Acres) 0.8 1

Number of Parcels 8 5

Potential Relocations None None

Wetlands (Acres) and Stream Length (ft) None None

Parking Loss Yes Yes

Traffic Operations High Medium

*Calculated based on 15% Roadway Plans dated May 3, 2017

It is anticipated that Concept 2 – Penny Lane would require more right of way acquisition to

construct than Concept 1 – Foxhorn Road.

If constructed, Concept 1- Foxhorn Road would connect to a local road that currently has a

cul-de-sac and is residential in land use. As the Trade Street Extension will improve local

vehicular connectivity by putting through traffic along Foxhorn, and is anticipated to divert

traffic from US 17, residents along Foxhorn road will experience increased traffic volumes

resulting from the project.

A service road connection to Penny Lane exists today for delivery trucks and other

commercial vehicles accessing the back of the commercial development. The land uses along

Penny Lane are lodging and hotel businesses. Concept 2 – Penny Lane would also increase

through traffic, but through a commercial area which currently has higher truck and

commercial vehicle volumes.

5. PERMITTING REQUIREMENTS

It is anticipated that a Nationwide Permit No. 14 Linear Transportation Projects and Section

404/401 Water Quality Certification will be applicable to the project. A CAMA or Buffer

Permit may also be needed for this project.

The ponds, if the project proceeds, could be granted a permit by the City of Jacksonville

with a National Pollutant Discharge Elimination System (NPDES) Phase II stormwater

permit application.

The City of Jacksonville plans to take over the permit and maintenance of the ponds from

NCDEQ and the private entities as part of consolidating stormwater treatment in the area.

The City of Jacksonville and NCDOT have coordinated with NCDEQ on the consolidation

of the ponds and the permitting process. The City of Jacksonville plans to meet with the

private owners of the ponds as well.


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6. COST ESTIMATES

Conceptual cost estimates were prepared for both concepts base on a two-lane, curb and

gutter with sidewalk on both sides following the NCDOT Cost per Mile methodology

(Dated: 2/17/17) and is based on conceptual designs (Dated: 5/22/17).

Table 2 - Total Cost Estimates (FY 2017)

Concept 1 - Foxhorn Road

Concept 2 – Penny Lane

August 2017 STIP Estimate

Construction Cost1 $1,391,600 $1,549,200 -

Right of Way Cost2 $3,475,000 $3,400,330 -

Total Estimated Cost $4,866,600 $4,949,530 $3,857,000

1 – Construction Cost provided by STV, dated 6/14/17 2- ROW Costs provided by V&M, dated 6/29/17

7. RECOMMENDATIONS AND NEXT STEPS

Although Concept 2 – Penny Lane is slightly more costly than Concept 1- Foxhorn Road,

Concept 1 would divert additional traffic through a neighborhood. As Concept 2 (Penny

Lane) would tie into a road that already experiences an amount of through volumes due to

the service drive that serves commercial businesses, it was determined that Concept 2 is the

preferred concept by local officials and NCDOT as having less impacts to the community.

If the proposed project is advanced to preliminary design and construction, the City of

Jacksonville will take over the stormwater permits for the effected detention ponds. The City

will partner with NCDOT through a municipal agreement to participate in the stormwater

mitigation costs associated with the project. Depending on state or federal funding, a

combined SEA/FONSI or EA/FONSI document will then be prepared to for the

NEPA/SEPA phase of the project.


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Appendix

Appendix A – Conceptual Roadway Design (May 3, 2017)

Appendix B – Conceptual Cost Estimates (FY 2017)

Appendix C – Stormwater Mitigation and ROW Cost Estimate (FY 2017,

June 29, 2017

Appendix D – Stormwater Permits

Meeting Documentation

Appendix E – City of Jacksonville Stormwater Mitigation Concept


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Appendix A

Conceptual Roadway Design

VALVE

FDC

POOL

1403

1470

1470

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Miracle Dr.

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rd

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gton

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unterCt.

Villa

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merce

Dr.

University

Dr.

ColumbiaDr.

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Dr.

CambridgeDr.

Fairw

ay

Rd.Cle

mso

n

Ct.

MorningDr.

Sunset

Rd.

Dixie

Tr.

Elaine

Ct.

W.

Donna

Ct.

E.

Donna

Ct.

RobinHood

Dr.

CeltDr.John

Ave.

King

Rich

ard

Ct.

Country

Park

wood

Dr.

CoastalC

aroli

na

Rd.

Colu

mbia

Dr.

1403

Blv

d.

1406

Creek

Jacksonville Park

way

Trad

e St.

17

17

Foxhorn R

d.

Penny L

n

McDaniel D

rNAD 83 / 2011

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

AR

TM

E

N

N

A

S

O H

DE

P

TOF TRA

SPO

RT

TIO

N

TA

TE

OF N RTC

A

RO

LIN

A

NCDOT CONTACT:

PLANS PREPARED FOR THE NCDOT BY:

NC License Number F-0991

STV ENGINEERS, INC.

=

=

ADT

=ADT

STV ENGINEERS, INC.

1" = 50'

SUBJECT TO CHANGE WITHOUT NOTICE

DATE PRINTED

TRANSMITTED BY

SCALE

CONCEPTUAL PLANS

VICINITY MAP

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

ONSLOW COUNTY

0

0

0

PROFILE (HORIZONTAL)

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATA

SIGNATURE:

SIGNATURE:

P.E.

P.E.

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

5/22/2017

R:\

Road

way\

Proj\

U-5787_rdy

_tsh_

AL

T1.dgn

Livin

gP

A

CO

NT

RA

CT:

TIP P

ROJE

CT:

100502550

50 25 50 100

PATRICK A. LIVINGSTON, EI

N/A

NCDOT DIVISION 3

V

2016

2040

P.E.

N.T.S.

PROJECTBEGIN

PROJECTEND

10 2010 5

1500 Perimeter Park Dr., Suite. 120, Morrisville, NC 27560

15%

CO

NC

EP

TU

AL

DESIG

N

MICHAEL BASS

JOHN N. JOHNSON, PE

-L-

U-5787

0

U-5787

EXTENSION OF TRADE STREET TO FOX HORN ROAD

GRADING, PAVING, & DRAINAGE

N/A

40 MPH

N/A

4

PENNY LANE

MC

DA

NIE

L D

R

FOX HORN RD

TRADE STREET

MO

OSEH

AVEN

RD

-L- STA. 14+10.00BEGIN TIP PROJECT U-5787

-L- STA. 23+30.00END TIP PROJECT U-5787

05/22/2017

LOCAL

FUNC. CLASSIFICATION:

TBD

TBD

TRADE

STRE

ET

WESTER

N

BLV

D

SUBMITTED: 05-22-17

FOX HORN RD CONCEPT 1

-L- STA. 26+64.73END CONSTRUCTION

TRADE STREET

TOTAL LENGTH OF TIP PROJECT U-5787 = 0.174 MILES

LENGTH OF ROADWAY TIP PROJECT U-5787 = 0.174 MILES


SHEET NO.PROJECT REFERENCE NO.

ROADWAY DESIGNENGINEER ENGINEER

2A-1U-5787

PAVEMENT DESIGN

6/2/99

5/22/2017

R:\

Road

way\

Proj\

U-5787_rdy_typ_

AL

T1.d

gn

Living

PA



0.02

GRADE

POINT

C -L-L

PR

OP.

RO

W

GRADE TO THIS LINE

0.02

EXIST. GROUND

0.02 0.02

EXIST. GROUND

3:1 MAX

EXIST. GROUNDEXIST. GROUND

3:1 MAX3:1 MAX

3:1 MAX

10' BERM10' BERM 12'12'2' 2'

14' w/ GR14' w/ GR

SIDEWALK

5'0.5' 4.5'

SIDEWALK

5'4.5' 0.5'

NC License Number F-0991Morrisville, NC 27560Suite 1201500 Perimeter Park Dr.

STV Engineers, Inc.

VARIES VARIES

C -L-L

16' 16'

VARIES VARIES

C -L-L

SIDEWALK

4'

4.7' TO 5'

VARIES

SIDEWALK

4'

4.3' TO 5'

VARIES

13.5' 13.5'

EXIS

T. E

ASE

ME

NT

EXIS

T. E

ASE

ME

NT

50'

EXIS

T. E

ASE

ME

NT

EXIS

T. E

ASE

ME

NT

60'

EXISTING TRADE STREET TYPICAL

PROPOSED TRADE STREET TYPICAL

EXISTING FOX HORN ROAD TYPICAL

PR

OP.

RO

W

NOTES:

SIDEWALKS PENDING MUNICIPAL AGREEMENT.

PRELIMINARY PAVEMENT DESIGN TO BE INCLUDED IN 25% PLANS.

60' PERPETUAL INGRESS-EGRESS & UTILITY EASEMENT

DB 1087 PG 801

WAL-MART REAL ESTATE BUSINESS TRUST

DB 1620 PG 386

DB 1592 PG 410

MB 30 PG 195

MB 30 PG 7


DB 1361 PG 748

DB 1592 PG 414


MB 30 PG 71

54.05'

186.6

4'

125.50'

141.8

6'

104.62'22.96'

49.68'

119.6

9'

3.43'

196.9

8'

7.88'

56.04'

26.0

9'

67.32'

122.2

3'

22.43'

462.97'187.41'

192.6

0'

60.00' 35.36'

291.90'

89.6

0'

195.51'

171.90'

69.8

4'

236.86'

320.95'

233.6

6'

459.9

3'

EIP

135.0

0'

INV

=39.15'

POND NOT OBTAINEDINVERTS ON PIPES IN RETENTION

INV=41.31'

NOT OBTAINEDINVERT

INV

ER

T

NO

T

OB

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36" CMP

30" RCP

30" RCP

30"

RCP

36" RCP

15" CMP

15" CMP 15" CMP

24" RCP

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18" R

CP

30" R

CP

48" R

CP

18" RCP

18" RCP

15" R

CP

18" R

CP

15" R

CP

15" R

CP

18" RCP

N 48°06'25" E

52.70' N 48°06'25" E 298.06'

N 48°06'25" E

49.86'

S 48°02'42" W 175.34'

S 41°5

7'18

" E

132.18'

JAX DEVELOPMENT GROUP, INC

DB 2939 PG 502

MB 55 PG 36

DB 1348 PG 259CITY OF JACKSONVILLE

175.34'

N 48°02'42" E 134.66'

S 48°02'42" W 400.27'

N 25

°01'0

4" E

98.0

9'

24" RCP

24" R

CP

12" H

DP

E


N 48°02'42" E

HHH

HC

TC

T

T

C

C

CT

METERELECTRIC

METER

ELECTRIC

METER

ELECTRIC

HO

TB

OX

HOTBOX

HOTBOXFDC

EOI

BOX

WATER

BOX

WATER

EOI

BOX

SPLICE

1.25"

1.25"

1.25"

8"

8"

8"

8"

8"

4"

8"8"

8"

EO

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8"

8"

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THIS STRUCTURE

RECORDS FOUND FOR

NO ASSOCIATED

v

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POND

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CO

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BST

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60" CONC

BST

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BST

LT

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CONC

1SBLKBUS

1SBLKBUS

BST

LT

48" C

ON

C

BST

CONC

60" C

ON

C

CO

NC

4SMBUS

POOL

48"CONC

BST

60" CONC

48" CONC

60"C

ON

C

BS

T

60"C

ON

C

48" CONC 48" CONC

48" C

ON

C

LTLT

LT

BS

T

BST

PO

ND

48"C

ON

C

LT

48" C

ON

C

48" C

ON

C

48" WD

72" W

D

1SF

D

18' C

ON

C

1SF

D

17' C

ON

C 48" CONC

16' C

ON

C

10' C

ON

C

1SF

D

1SF

D

48" CONC

1SF

D

1SF

D

72" WD72" WD

72" WD72" WD72" WD

72" W

D

72" W

D

72" WD

72" W

D

72" W

D

72" W

D

1SF

D

1SF

D

1SF

D

1SF

D

10' C

ON

C

23' C

ON

C

10' C

ON

C

10' C

ON

C

10' C

ON

C

10' C

ON

C

BST

72" W

D

72" W

D

72" WD

72" W

D

72" W

D

72" W

D

72" WD

2SFBUS

11' CO

NC

48" CONC

18' C

ON

C

19' C

ON

C

10' C

ON

C

1SF

D

1SF

D

1SF

D

1SF

D

1SF

D

1SF

D

18' C

ON

C

10' C

ON

C48" CONC

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LT

LT

LTLTLT

LT

LT

LT

LTLT

LT

LTLT

LT

LT

LT

LT

LT

S

S

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LT

S

CO

NC

BST

S

BSTBST BST

DI

LT

CONC

WALL & 72" CHL

MT

L

WALL & 60" CHL

WALL & 60" CHL

POND

S

CO

NC

72" CHL

48" WROUGHT IRON

WALL &

72" CHL

72" C

HL

POND

72" C

HL

48" C

HL

48" C

HL

BST

DI

DI

CONC

48"

CONCS

GA

ZE

BO

48" CONC

48"C

ON

C

BST

BS

T

DI

DI

DI

DI

60" CONC

48" C

ON

C48" C

ON

C

DIDI

DICONC

MTL72"

72" PLASTIC

72" P

LA

STIC

48" C

ON

C

DI

DI

CA

N

DK

36" C

ON

C

36" C

ON

C

36" C

ON

C

36" C

ON

C

36" C

ON

C

36" C

ON

C

36" C

ON

C

72" C

HL

LT

48" CONCLT

72" CHL

72" CHL

72" C

HL

1SM

TL

BU

S

LT

72" CHL & 3SBW

60" CONC60" CONC

72" CHL72" C

HL

DI

PENNY LANE 27' BST

PE

NN

Y L

AN

E 27'

BS

T

MC

DA

NIE

L

DR 33' B

ST

MC

DA

NIE

L D

R 33' B

ST

FOX HORN RD 27' BST

MC

DA

NIE

L

DR 33'

BS

T

S

S

48" C

HL

72" CHL

12' C

HL

DI

DI

LT

DI

EIP

EIP

EIP

PKPK

EIP

PK

EIP

EIP

EIP

60'

EA

SE

ME

NT

EA

SE

ME

NT

60'R/

W

EXIS

TIN

G

60'

R/

W

EXIS

TIN

G

109

110

111

112

113

-BL- 2

-BL- 3-BL- 4

-BL- 5

-BY- 6

-B

Y1- 7

INV

=37.9

6'

INV

=39.4

1'


INV=41.31'

NOT OBTAINEDINVERT

INV

ER

T

NO

T

OB

TAIN

ED

CHICAGO SKIL ASSOCIATES

DB 951 PG 326

MB 26 PG 178 WESTERN PLAZA, LLC

DB 3178 PG 804

MB 26 PG 168

DB 1087 PG 798

MB 30 PG 7

VENTURE PROPERTIES DEVELOPMENT INC.

188.6

7'

DB 2863 PG 46

MB 51 PG 224

ONSLOW COUNTY HOSPITALITY, LLC

MB 22 PG 215

32' BST

EIP

EIP

EIP

GROUP II, LLC

BNE RESTAURANT

1

23

4

5

-L- POT STA 14+10.00

BEGIN PROJECT

-L-

15

20

25

PO

T

Sta. 26+79.8

8

PI Sta 16+58.69

D

L = 419.25'

T = 214.96'

R = 770.00'

PI Sta 21+57.63

D

L = 294.67'

T = 150.96'

R = 550.00'

12'

12'

12'

12'

-L-

.01

.04

.01

.00

.02

.04

.03

.01

.03

.02

.04

.02

.03

EXIS

T.

.02

.03

.04

.05

.01

.00

.01

.02

.03

.04

.05

.04

PROP 2'-6

" C&G

PROP 2'-6

" C&G

EXIS

T.

50'

TAPER

e = 4%

R = 84'

e = 4%

R = 84'

-L-

PT

Sta. 23

+01.34

-L- P

T Sta. 18

+62.97

-L- P

C Sta. 2

0+06.67

-L-

PC Sta. 14

+43.7

3

PROP. 5' SID

EWALK

PROP. 5' SIDEWAL

K

(LT.&RT.)

PROP. 5' S

IDEWALK

PROP. 5' SID

EWALK

AND SIDEWALKTIE TO EXIST C&G

-L- STA. 14+85.00 LT

TIE TO EXIST C&G

-L- STA. 15+17.00 RT


-L- STA. 23+30.00 (LT&RT)

-L- POT STA 26+64.73

END MILL & OVERLAY

END CONSTRUCTION

-L- POT STA 23+30.00

BEGIN MILL AND OVERLAY

END PROJECT

DRAINED AND FILLED.

THE ASSUMPTION THAT THEY WILL BE

IN THE DETENTION PONDS UNDER

NOTE: SLOPE STAKES ARE DISPLAYED

5/22/2017

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STV Engineers, Inc.

ALTERNATE 1



HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.





U-5787 4

FOR -L- PROFILE SEE SHEET 5

NAD 83 / 2011

C

C

F

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F

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C

C

C

F

F

F

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5/14/99 SHEET NO.PROJECT REFERENCE NO.


ENGINEER ENGINEER

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50

60

70

80

90


STV Engineers, Inc.

U-5787

0

10

20

30

40

50

60

70

80

90

5

PI = 17+40.00

EL = 42.09'

(-)1.3341% (+)1.1416%

VC = 240'

K = 97

PI = 21+09.62

EL = 46.31'

(+)1.1416% (-)0.9607%

VC = 180'

K = 86

EL. = 46.49'-L- STA. 14+10.00

BEGIN GRADE

EL. = 44.19'-L- STA. 23+30.00

END GRADE

DS = 50 MPH

DS = 50 MPH

-L-

EXISTING GROUND

PROPOSED GRADE

EXIST. (-)0.8596%

NOTE:PONDS ARE FILLED TO THE WATER LINE.EXISTING GROUND IS DISPLAYED AS IF DETENTION

EXIST. (-)1.3393%

EL. = 42.83'-L- STA. 17+49.33

LOW POINT

EL. = 45.84'-L- STA. 21+17.37

HIGH POINT

VALVE

FDC

POOL

1403

1470

1470

CollegeCommunity

CarolinaCoastal

Deep

Gulley

Creek

Chaney

Western

Western

Blv

d.

Moosehaven

Rd.

Myrtle

woo

d

Cir.

HunterDr.

Miracle Dr.

Montfo

rd

Dr.

Carve

rDr.

Washin

gton

St.H

unterCt.

Villa

Com

merce

Dr.

University

Dr.

ColumbiaDr.

Converse

Dr.

CambridgeDr.

Fairw

ay

Rd.Cle

mso

n

Ct.

MorningDr.

Sunset

Rd.

Dixie

Tr.

Elaine

Ct.

W.

Donna

Ct.

E.

Donna

Ct.

RobinHood

Dr.

CeltDr.John

Ave.

King

Rich

ard

Ct.

Country

Park

wood

Dr.

CoastalC

aroli

na

Rd.

Colu

mbia

Dr.

1403

Blv

d.

1406

Creek

Jacksonville Park

way

Trad

e St.

17

17

Foxhorn R

d.

Penny L

n

McDaniel D

rNAD 83 / 2011


AR

TM

E

N

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A

S

O H

DE

P

TOF TRA

SPO

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TIO

N

TA

TE

OF N RTC

A

RO

LIN

A

NCDOT CONTACT:

PLANS PREPARED FOR THE NCDOT BY:

NC License Number F-0991

STV ENGINEERS, INC.

=

=

ADT

=ADT

STV ENGINEERS, INC.

1" = 50'

SUBJECT TO CHANGE WITHOUT NOTICE

DATE PRINTED

TRANSMITTED BY

SCALE

CONCEPTUAL PLANS

VICINITY MAP



ONSLOW COUNTY

0

0

0

PROFILE (HORIZONTAL)

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATA

SIGNATURE:

SIGNATURE:

P.E.

P.E.

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

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TIP P

ROJE

CT:

100502550

50 25 50 100

PATRICK A. LIVINGSTON, EI

N/A

NCDOT DIVISION 3

V

2016

2040

P.E.

N.T.S.

PROJECTBEGIN

PROJECTEND

10 2010 5

1500 Perimeter Park Dr., Suite. 120, Morrisville, NC 27560

15%

CO

NC

EP

TU

AL

DESIG

N

MICHAEL BASS

JOHN N. JOHNSON, PE

TRADE STREET

-L-

U-5787

0

U-5787

GRADING, PAVING, & DRAINAGE

N/A

40 MPH

N/A

4

PE

NN

Y LA

NE

MC

DA

NIE

L D

R

FOX HORN RD

TRADE STREET

WESTER

N

BLV

D

MO

OSEH

AVEN

RD

-L- STA. 13+30.00BEGIN TIP PROJECT U-5787

-L- STA. 25+05.00END TIP PROJECT U-5787

SUBMITTED: 05-22-17

LOCAL

FUNC. CLASSIFICATION:

TBD

TBD

-Y- STA. 11+20.00END CONSTRUCTION

EXTENSION OF TRADE STREET TO PENNY LANE

-L- STA. 26+40.33END CONSTRUCTION

05/22/2017

PENNY LANE CONCEPT 2

TRADE STREET

TOTAL LENGTH OF TIP PROJECT U-5787 = 0.223 MILES

LENGTH OF ROADWAY TIP PROJECT U-5787 = 0.223 MILES



ROADWAY DESIGNENGINEER ENGINEER

2A-1U-5787

PAVEMENT DESIGN

6/2/99

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0.02

GRADE

POINT

C -L-L

PR

OP.

RO

W

GRADE TO THIS LINE

0.02

EXIST. GROUND

0.02

PR

OP.

RO

W

0.02

EXIST. GROUND

3:1 MAX

EXIST. GROUNDEXIST. GROUND

3:1 MAX3:1 MAX

3:1 MAX

10' BERM10' BERM 12'12'2' 2'

14' w/ GR14' w/ GR

SIDEWALK

5'0.5' 4.5'

SIDEWALK

5'4.5' 0.5'


STV Engineers, Inc.

VARIES VARIES

C -L-L

16' 16'

VARIES VARIES

C -L-L

SIDEWALK

4'

SIDEWALK

4'

4.9' TO 5'

VARIES

13.5' 13.5'

50'

CIT

Y

OF JA

CKS

ON

VIL

LE R

OW

CIT

Y

OF JA

CKS

ON

VIL

LE R

OW

EXIS

T. E

ASE

ME

NT

EXIS

T. E

ASE

ME

NT

60'

5.2' TO 5.5'

VARIES

EXISTING PENNY LANE TYPICAL

PROPOSED TRADE STREET TYPICAL

EXISTING TRADE STREET TYPICAL

NOTES:

SIDEWALKS PENDING MUNICIPAL AGREEMENT.

PRELIMINARY PAVEMENT DESIGN TO BE INCLUDED IN 25% PLANS.

60' PERPETUAL INGRESS-EGRESS & UTILITY EASEMENT

DB 1087 PG 801


DB 1620 PG 386

DB 1592 PG 410

MB 30 PG 195

MB 30 PG 7


DB 1361 PG 748

DB 1592 PG 414


MB 30 PG 71

54.05'

186.6

4'

125.50'

141.8

6'

104.62'22.96'

49.68'

119.6

9'

3.43'

196.9

8'

7.88'

56.04'

26.0

9'

67.32'

122.2

3'

22.43'

462.97'187.41'

192.6

0'

60.00' 35.36'

291.90'

89.6

0'

195.51'

171.90'

69.8

4'

236.86'

320.95'

233.6

6'

459.9

3'

EIP

135.0

0'

36" CMP

30" RCP

30" RCP

30"

RCP

36" RCP

15" CMP

15" CMP 15" CMP

24" RCP

24" RCP

18" R

CP

30" R

CP

48" R

CP

18" RCP

18" RCP

15" R

CP

18" R

CP

15" R

CP

15" R

CP

18" RCP

N 48°06'25" E

52.70' N 48°06'25" E 298.06'

N 48°06'25" E

49.86'

S 48°02'42" W 175.34'

S 41°5

7'18

" E

132.18'

JAX DEVELOPMENT GROUP, INC

DB 2939 PG 502

MB 55 PG 36

DB 1348 PG 259CITY OF JACKSONVILLE

175.34'

N 48°02'42" E 134.66'

S 48°02'42" W 400.27'

N 25

°01'0

4" E

98.0

9'

24" RCP

24" R

CP

12" H

DP

E

N 48°02'42" E

HHH

HC

TC

T

T

C

C

CT

METERELECTRIC

METER

ELECTRIC

METER

ELECTRIC

HO

TB

OX

HOTBOX

HOTBOXFDC

EOI

BOX

WATER

BOX

WATER

EOI

BOX

SPLICE

1.25"

1.25"

1.25"

8"

8"

8"

8"

8"

4"

8"8"

8"

EO

RI

EORI

INN

ER

DU

CT

FO

FO

UTILITY RECORDADDED AS PER

8"

8"

8"

8"

THIS STRUCTURE

RECORDS FOUND FOR

NO ASSOCIATED

v

v

v

1SBLKBUS

BS

T

LT

LT

84" CONC

BST

BS

T

BST

BST

BST

CO

NC

POND

PO

ND

1SBLKBUS

CO

NC

RA

MP

CONC RAMP

CO

NC

CO

NC

BST

BST

60" CONC

BST

CONC

BST

LT

BST

CONC

1SBLKBUS

1SBLKBUS

BST

LT

48" C

ON

C

BST

CONC

60" C

ON

C

CO

NC

4SMBUS

POOL

48"CONC

BST

60" CONC

48" CONC

60"C

ON

C

BS

T

60"C

ON

C

48" CONC 48" CONC

48" C

ON

C

LTLT

LT

BS

T

BST

PO

ND

48"C

ON

C

LT

48" C

ON

C

48" C

ON

C

48" WD

72" W

D

1SF

D

18' C

ON

C

1SF

D

17' C

ON

C 48" CONC

16' C

ON

C

10' C

ON

C

1SF

D

1SF

D

48" CONC

1SF

D

1SF

D

72" WD72" WD

72" WD72" WD72" WD

72" W

D

72" W

D

72" WD

72" W

D

72" W

D

72" W

D

1SF

D

1SF

D

1SF

D

1SF

D

10' C

ON

C

23' C

ON

C

10' C

ON

C

10' C

ON

C

10' C

ON

C

10' C

ON

C

BST

72" W

D

72" W

D

72" WD

72" W

D

72" W

D

72" W

D

72" WD

2SFBUS

11' CO

NC

48" CONC

18' C

ON

C

19' C

ON

C

10' C

ON

C

1SF

D

1SF

D

1SF

D

1SF

D

1SF

D

1SF

D

18' C

ON

C

10' C

ON

C48" CONC

LT

LT

LT

LTLTLT

LT

LT

LT

LTLT

LT

LTLT

LT

LT

LT

LT

LT

S

S

MTL

LT

S

CO

NC

BST

S

BSTBST BST

DI

LT

CONC

WALL & 72" CHL

MT

L

WALL & 60" CHL

WALL & 60" CHL

POND

S

CO

NC

72" CHL

48" WROUGHT IRON

WALL &

72" CHL

72" C

HL

POND

72" C

HL

48" C

HL

48" C

HL

BST

DI

DI

CONC

48"

CONCS

GA

ZE

BO

48" CONC

48"C

ON

C

BST

BS

T

DI

DI

DI

DI

60" CONC

48" C

ON

C48" C

ON

C

DIDI

DICONC

MTL72"

72" PLASTIC

72" P

LA

STIC

48" C

ON

C

DI

DI

CA

N

DK

36" C

ON

C

36" C

ON

C

36" C

ON

C

36" C

ON

C

36" C

ON

C

36" C

ON

C

36" C

ON

C

72" C

HL

LT

48" CONCLT

72" CHL

72" CHL

72" C

HL

1SM

TL

BU

S

LT

72" CHL & 3SBW

60" CONC60" CONC

72" CHL72" C

HL

DI

PENNY LANE 27' BST

PE

NN

Y L

AN

E 27'

BS

T

MC

DA

NIE

L

DR 33' B

ST

MC

DA

NIE

L D

R 33' B

ST

FOX HORN RD 27' BST

MC

DA

NIE

L

DR 33'

BS

T

S

S

48" C

HL

72" CHL

12' C

HL

DI

DI

LT

DI

EIP

EIP

EIP

PKPK

EIP

PK

EIP

EIP

EIP

60'

EA

SE

ME

NT

EA

SE

ME

NT

60'R/

W

EXIS

TIN

G

60'

R/

W

EXIS

TIN

G

109

110

111

112

113

-BL- 2

-BL- 3-BL- 4

-BL- 5

-BY- 6

-B

Y1- 7

CHICAGO SKIL ASSOCIATES

DB 951 PG 326

MB 26 PG 178 WESTERN PLAZA, LLC

DB 3178 PG 804

MB 26 PG 168

DB 1087 PG 798

MB 30 PG 7

VENTURE PROPERTIES DEVELOPMENT INC.

188.6

7'

DB 2863 PG 46

MB 51 PG 224

ONSLOW COUNTY HOSPITALITY, LLC

MB 22 PG 215

32' BST

EIP

EIP

EIP

GROUP II, LLC

BNE RESTAURANT

.02

.00

.02

.04

.04

.02

.02

.02

.04

.04 .04

PR

OP. 5' SID

EW

ALK

PR

OP 2'-

6" C

&G

PI Sta 14+63.55

D

L = 266.43'

T = 133.29'

R = 3,220.00'

PI Sta 17+78.67

D

L = 356.50'

T = 181.98'

R = 720.00'

PI Sta 23+70.58

D

L = 251.25'

T = 127.50'

R = 600.00'

PI Sta 11+31.80

D

L = 59.20'

T = 30.17'

R = 125.00'

15

20

25

-L- -Y-

-L- POC Sta. 22+78.10

-Y- POT Sta. 10+00.00=

-Y- POT STA 11+20.00

END CONSTRUCTION

12'

12'

12'

12'

13.6'13.4'

50' R

50' R

10' R

50' R

-Y- PC Sta. 11+01.63

-Y- PT Sta. 11+60.83

-Y- POT Sta. 12+41.88

-L-

PO

T

Sta. 26+57.9

0

-L-

PT

Sta. 24+94.3

3

-L- P

C Sta. 22+43.0

8

-L- P

T Sta. 19

+53.19

-L-

PR

C Sta. 15

+96.6

9

-L-

PC Sta. 13

+30.2

6

PROP. 5' SIDEWALK

PROP 2'-6" C&G

PROP 2'-6" C&G

PROP. 5' SIDEWALK

-L- POT STA 13+30.00

BEGIN PROJECT

50'

TAPER

(LT.&RT.)

(LT.&

RT.)

TAP

ER

50'

15'15'

e = RC

Ro = 42'

e = 4%

Ro = 84'

e = 4%

Ro = 84'

PROP 2'-6" C&G

PROP. 5' SIDEWALK

-L-EXIS

T.

EXIS

T.

PROP. 5' SIDEWALK


-Y- STA. 11+20.00 (LT&RT)


-L- STA. 25+05.00 (LT&RT)

-L- STA. 13+30.00 (LT&RT)

TIE TO EXIST C&G

TIE TO EXIST C&G

50' R

64' R

END PROP C&G

END PROP C&G


-L- STA. 14+85.00 LT

-L- STA. 14+71.32 RT

-L- STA. 15+28.00 RT

-L- STA. 14+52.00 LT

-L- POT STA 25+05.00

BEGIN MILL & OVERLAY

END PROJECT

-L- POT STA 26+40.33

END MILL & OVERLAY

END CONSTRUCTION

.03

.02

.01

.00

.01.0

3

.01

.00

.01

.03

.01.0

0

.01

.03

.02

.03

.02

.01

.01

-Y-

RETAIN DETENTION POND

BE DRAINED AND FILLEDDETENTION POND SHALL

BE DRAINED AND FILLEDDETENTION POND SHALL

DRAINED AND FILLED.

THE ASSUMPTION THAT IT WILL BE

IN THE DETENTION POND UNDER

NOTE: SLOPE STAKES ARE DISPLAYED

1

23

4

5

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NAD 83 / 2011


STV Engineers, Inc.




ENGINEER ENGINEER

R/W SHEET NO.





U-5787

ALTERNATE 2

4

FOR -L- & -Y- PROFILES SEE SHEET 5

F

F

C

C

C

F

F

C

F

CF

F

F

C

F

F

F

F

F

F

F

F

F

F

F

F

C

F

F

FF

F

CC

F

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Text Box

A

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B



5/28/99



ENGINEER ENGINEER

5/22/2017

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STV Engineers, Inc.

U-5787

12 13 14 15 16 17 18 19 20 21 22 23 24 25

-Y-

90

80

70

60

50

40

30

20

10

60

50

40

30

20

10

12 13 14 15 161110

10

20

30

40

50

60

70

80

90

10

20

30

40

50

60

70

80

90

5

-L-

-Y- STA. 10+12.07=

BEGIN GRADE

EL. = 45.08'-Y- STA. 11+20.00

END GRADE

K = 21DS = 30 MPH

EL. = 45.52'-Y- STA. 10+55.14

HIGH POINT

EXISTING GROUND

PROPOSED GRADE

EXIST. (-)0.5354%

PI = 10+42.00

EL = 45.68'

(+)2.0047%

(-)0.7692%

VC = 59.00'

EL. = 45.07'

-L- STA. 22+76.79 OFF 12.00' RT.

EXIST. (+)0.2069%EXIST. (+)1.8

570%

PI = 14+20.00

EL = 47.99'

(+)2.0000% (-)1.7088%

VC = 180'

K = 49

PI = 18+08.00

EL = 41.36'

(-)1.7088% (+)0.6895%

VC = 160'

K = 67

PI = 23+20.00

EL = 44.89'

(+)0.6895% (+)0.3027%

VC = 120'

K = 310

EL. = 46.19'-L- STA. 13+30.00

BEGIN GRADE

EL. = 45.45'-L- STA. 25+05.00

END GRADE

EL. = 41.75'-L- STA. 18+42.00

LOW POINT

EL. = 47.16'-L- STA. 14+27.07

HIGH POINT

PROPOSED GRADE

EXISTING GROUND

DS = 40 MPH

DS = 40 MPH

DS = 70 MPH

NOTE:PONDS ARE FILLED TO THE WATER LINE.EXISTING GROUND IS DISPLAYED AS IF DETENTION

-L-

ST

A. 2

2+78.10 =

-Y-

ST

A. 10+00.0

0


P a g e

Appendix B

Conceptual Cost Estimates

15% Estimate

TIP No.: U-5787 CONCEPT County: Onslow

Route: Trade Street Extension

From: End of existing Trade Street to Foxhorn Lane CONSTR. COST

Typical Section: 2-Ln Curb and Gutter (New Location) $1,391,600

Prepared By: Tina Snell (STV Engineers, Inc.) Date 6/14/2017

Requested By: Date

Line

Item Des

Sec

No. Description Quantity Unit Price Amount

Typical Section Cost per Mile = $3,800,000* 1,254.73 LF 719.70$ 903,025.38$

*Obtained from the 'NCDOT Cost Per Mile Worksheet' dated 2-17-17

Sanitary Sewer Relocation 75 LF 80.00$ 6,000.00$

Water Line Relocation 170 LF 128.00$ 21,760.00$

27,760.00$

Misc. and Mob. (30%) 279,235.61$

Lgth 0.174 Miles Contract Cost …………..………….. ………….. 1,210,020.99$

E. & C. 15% …………..………….. ………….. 181,503.15$

Construction Cost …………..………….. ………….. 1,391,524.14$

15% Estimate

TIP No.: U-5787 CONCEPT County: Onslow

Route: Trade Street Extension

From: End of existing Trade Street to Penny Lane CONSTR. COST

Typical Section: 2-Ln Curb and Gutter (New Location) $1,549,200

Prepared By: Tina Snell (STV Engineers, Inc.) Date 6/19/2017

Requested By: Date

Line

Item Des

Sec

No. Description Quantity Unit Price Amount

Typical Section Cost per Mile = $3,800,000* 1,310.33 LF 719.70$ 943,040.53$

*Obtained from the 'NCDOT Cost Per Mile Worksheet' dated 2-17-17

Sanitary Sewer Relocation 405 LF 80.00$ 32,400.00$

Water Line Relocation 475 LF 128.00$ 60,800.00$

93,200.00$

Misc. and Mob. (30%) 310,872.16$

Lgth 0.248 Miles Contract Cost …………..………….. ………….. 1,347,112.69$

E. & C. 15% …………..………….. ………….. 202,066.90$

Construction Cost …………..………….. ………….. 1,549,179.59$


P a g e

Appendix C

Stormwater Mitigation and ROW Cost Estimates

REQUEST FOR R/W COST ESTIMATE / RELOCATION EIS

COST ESTIMATE REQUEST RELOCATION EIS REPORT

NEW REQUEST: UPDATE REQUEST: Update to Estimate

REVISION REQUEST: Revision to Estimate

Revision No.: 1

DATE RECEIVED: 06/1/17 DATE ASSIGNED: 06/01/17 # of Alternates Requested: 2

DATE DUE: 06/30/17

WBS ELEMENT: N/A COUNTY: Onslow DIV: 3 APPRAISAL OFFICE: 1

REQUESTOR: Patrick Livingston DEPT: Div 3 (STV)

TYPE OF PLANS PROVIDED: Functional

BASED ON PAST PROJECT HISTORICAL DATA, THE LAND AND DAMAGE FIGURES HAVE BEEN ADJUSTED

TO INCLUDE CONDEMNATION AND ADMINISTRATIVE INCREASES THAT OCCUR DURING SETILEMENT OF

ALL PARCELS.

APPRAISER: V&M: Kevin Kilpatrick COMPLETED: 06/29/17 # of Alternates Completed: 2

Alt 1

Northern Alternative

Alt 2

Southern Alternative

TYPE OF ACCESS:

NONE: X PARTIAL: NONE: X PARTIAL:

LIMITED:

FULL:

LIMITED:

FULL:

ESTIMATED NO. OF PARCELS: 8 5

RESIDE NTIAL RELOCATEES: - $- - $-

BUSI NESS RELOCATEES: - $- - $-

GRAVES: - $- - $-

CHURCH / NON - PROFIT: - $- - $-

MISC: Loss of Parking - $60,000 - $60,000

RENTENTION PONDS: - $3,070,000 - $1,820,000

LAND, IMPROVEMENTS, AND

DAMAGES: $3,395,000 $3,350,330

ACQUISTION: $80,000 $50,000

TOTAL ESTIMATED R/W

COST: $3,475,000 $3,400,330

THE ESTIMATED NUMBER OF ABOVE RELOCATEES INCLUDES THOSE PARCELS WHERE THE PROPOSED ACQUISITION AREAS INVOLVE RELOCATION OF LIVABLE OR BUSINESS UNITS ONLY.

NOTES:

Page 1of 1

TIP DESCRIPTION: Extension of Trade Street to Fox Horn Road


P a g e

Appendix D

Stormwater Permits

State Stormwater Management Systems Permit No. SW8 061125

Page 1 of 7

May 9, 2007

Vimal Kumar P. Kollappa, Manager Baby Appa, LLC 719 West 15th Street, Suite 11 Washington, NC 27899 Subject: Stormwater Permit No. SW8 061125 Candlewood Suites High Density Project Onslow County Dear Kollappa: The Wilmington Regional Office received a Stormwater Management Permit Application for Candlewood Suites on March 7, 2007 with additional information on May 8, 2007. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8061125 dated May 9, 2007, for the construction of the subject project. This permit shall be effective from the date of issuance until May 9, 2017, and shall be subject to the conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in future compliance problems. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within sixty (60) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding. If you have any questions, or need additional information concerning this matter, please contact M.J. Naugle, or me at (910) 796-7215. Sincerely, Edward Beck Regional Supervisor Surface Water Protection Section ENB/mjn: S:\WQS\STORMWAT\PERMIT\061125 may07 cc: Timothy M. Stewart, P.E., Parker and Associates, INC.

Jacksonville Building Inspections Ryan King, Jacksonville Planning Division NC DOT District Engineer Wilmington Regional Office Central Files M.J. Naugle


Page 2 of 7

STATE OF NORTH CAROLINA

DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES

DIVISION OF WATER QUALITY

STATE STORMWATER MANAGEMENT PERMIT

HIGH DENSITY DEVELOPMENT

In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Vimal Kumar P. Kollappa, Manager and Baby Appa, LLC

Candlewood Suites

McDaniel Drive, Jacksonville, Onslow County

FOR THE

Construction, operation and maintenance of four (4) sand filters in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules") and the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit. This permit shall be effective from the date of issuance until May 9, 2017, and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS 1. This permit is effective only with respect to the nature and volume of stormwater

described in the application and other supporting data. 2. This stormwater system has been approved for the management of stormwater runoff as

described in Section I (6) on page 3 of this permit. 3. The tract will be limited to the amount of built-upon area indicated on page 3 of this

permit, and per approved plans. 4. All stormwater collection and treatment systems must be located in either dedicated

common areas or recorded easements. The final plats for the project will be recorded showing all such required easements, in accordance with the approved plans.

5. The runoff from all built-upon area within the permitted drainage area of this project must

be directed into the permitted stormwater control system.


Page 3 of 7

6. The following design criteria have been provided in the sand filters and must be maintained at design condition:

Sand Filter Number 1 2 3 4

a. Drainage Area, acres: .22 .29 .3 .16 Onsite, ft2: 8,850 11,855 12,306 6,218 Offsite, ft2: 733 778 762 752

b. Total Impervious, ft2: 8,562 11,242 11,871 5,835 c. Filter Depth, feet: 1.67 1.67 1.67 1.67 d. TSS removal efficiency: 90% 90% 90% 90% e. Bottom Elevation, FMSL: 43.53 45.03 45.08 44.73 f. Bottom Surface Area, ft2: 79.2 104.4 108 86.4 g. Permitted Volume, ft3: 275 366.7 366.7 213.9 h. Bypass Elevation, FMSL: 45.2 46.7 46.75 46.4 i. Controlling Orifice: 6“Ø 6“ 6“ 6“Ø pipe j. Receiving Stream/River Basin: UT to Northeast Creek / White Oak Basin k. Stream Index Number: WOK02 19-6 l. Classification of Water Body: "SC;NSW" II. SCHEDULE OF COMPLIANCE 1. The stormwater management system shall be constructed in its entirety, vegetated and

operational for its intended use prior to the construction of any built-upon surface. 2. During construction, erosion shall be kept to a minimum and any eroded areas of the

system will be repaired immediately. Infiltration systems should not be used as erosion control devices, due to the potential clogging. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility.

3. The permittee shall at all time provide the operation and maintenance necessary to

assure the permitted stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited to:

a. Semiannual scheduled inspections (every 6 months). b. Sediment removal. c. Mowing and re-vegetation of slopes and the vegetated filter. d. Immediate repair of eroded areas. e. Maintenance of all slopes in accordance with approved plans and specifications. f. Debris removal and unclogging of sand filter structure, orifices, catch basins and

piping. g. When the infiltration capacity of the sand filter has been reduced such that the 1”

runoff bypasses the system without infiltrating, the sand must be removed and replaced.

h. Access to the sand filter structure must be available for inspection and routine maintenance.

4. Records of maintenance activities must be kept and made available upon request to

authorized personnel of DWQ. The records will indicate the date, activity, name of person performing the work and what actions were taken.

5. The facilities shall be constructed as shown on the approved plans. This permit shall

become void unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data.


Page 4 of 7

6. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, a certification must be received from an appropriate designer for the system installed certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certification. A modification may be required for those deviations.

7. If the stormwater system was used as an Erosion Control device, it must be restored to

design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility.

8. Access to the stormwater facilities shall be maintained via appropriate easements at all

times. 9. The permittee shall submit to the Director and shall have received approval for revised

plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below: a. Any revision to any item shown on the approved plans, including the stormwater

management measures, built-upon area, details, etc. b. Project name change. c. Transfer of ownership. d. Redesign or addition to the approved amount of built-upon area or to the

drainage area. e. Further subdivision, acquisition, lease or sale of all or part of the project area. The

project area is defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval or a CAMA Major permit was sought.

f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.

10. The permittee shall submit final site layout and grading plans for any permitted future

areas shown on the approved plans, prior to construction.

11. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten years from the date of the completion of construction.

12. 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 revised plans and certification in writing to the Director that the changes have been made.

III. GENERAL CONDITIONS 1. This permit is not transferable except after notice to and approval by the Director. In the

event of a change of ownership, or a name change, the permittee must submit a formal permit transfer request to the Division of Water Quality, accompanied by a completed name/ownership change form, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. The permittee is responsible for compliance with all permit conditions until such time as the Division approves the transfer request.

2. Failure to abide by the conditions and limitations contained in this permit may subject the

Permittee to enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-215.6C.


Page 5 of 7

3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal) having jurisdiction.

4. In the event that the facilities fail to perform satisfactorily, including the creation of

nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement stormwater management systems.

5. The permittee grants DENR Staff permission to enter the property during normal

business hours for the purpose of inspecting all components of the permitted stormwater management facility.

6. The permit may be modified, revoked and reissued or terminated for cause. The filing of

a request for a permit modification, revocation and re-issuance or termination does not stay any permit condition.

7. Unless specified elsewhere, permanent seeding requirements for the stormwater control

must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.

8. Approved plans and specifications for this project are incorporated by reference and are

enforceable parts of the permit. 9. The permittee shall notify the Division any name, ownership or mailing address changes

within 30 days. Permit issued this the ninth day of May 2007

NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION

____________________________________________ for Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission


Page 6 of 7

Candlewood Suites Stormwater Permit No. SW8 061125 Onslow County Designer's Certification

I, ______________________, as a duly registered _______________________ in the State of

North Carolina, having been authorized to observe (periodically/ weekly/ full time) the

construction of the project,

(Project)

for __________________________________(Project Owner) hereby state that, to the best of

my abilities, due care and diligence was used in the observation of the project construction such

that the construction was observed to be built within substantial compliance and intent of the

approved plans and specifications. The checklist of items on page 2 of this form is included in the Certification. Noted deviations from approved plans and specification:

SEAL Signature ____________________________________ Registration Number __________________________ Date _________________________________________


Page 7 of 7

Certification Requirements: _____1. The drainage area to the system contains approximately the permitted acreage. _____2. The drainage area to the system contains no more than the permitted amount of

built-upon area. _____3. All the built-upon area associated with the project is graded such that the runoff

drains to the system. _____4. All roof drains are located such that the runoff is directed into the system. _____5. The outlet/bypass structure elevations are per the approved plan. _____6. The outlet structure is located per the approved plans. _____7. Trash rack is provided on the outlet/bypass structure. _____8. All slopes are grassed with permanent vegetation. _____9. Vegetated slopes are no steeper than 3:1. _____10. The inlets are located per the approved plans and do not cause short-circuiting of

the system. _____11. The permitted amounts of surface area and/or volume have been provided. _____12. Required drawdown devices are correctly sized per the approved plans. _____13. All required design depths are provided. _____14. All required parts of the system are provided, such as a vegetated shelf, and a

forebay. _____15. The required system dimensions are provided per the approved plans. cc: NCDENR-DWQ Regional Office

Onslow County Building Inspections


Page 1 of 7

February 6, 2008

Mr. John McConnell, Member Manager JAX Development Group, LLC 401 Chatom Square Office Park, Suite B Fredericksburg, VA 22405 Subject: Stormwater Permit No. SW8 080112 Affordable Suites High Density Project Onslow County Dear Mr. McConnell: The Wilmington Regional Office received a complete Stormwater Management Permit Application for Affordable Suites on February 1, 2008. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and the NPDES Phase II Post Construction Requirements set forth in Session Law 2006-246. We are forwarding Permit No. SW8 080112 dated February 6, 2008, for the construction of the subject project. This permit shall be effective from the date of issuance until February 6, 2018, and shall be subject to the conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in future compliance problems. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within sixty (60) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding. If you have any questions, or need additional information concerning this matter, please contact Christine Nelson, or me at (910) 796-7215. Sincerely, Edward Beck Regional Supervisor Surface Water Protection Section ENB/can: S:\WQS\STORMWATER\PERMIT\080112.feb08 cc: Jason Houston, Parker & Associates, Inc.

Onslow County Building Inspections Christine Nelson Wilmington Regional Office Central Files


Page 2 of 7



DIVISION OF WATER QUALITY


HIGH DENSITY DEVELOPMENT

In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO John McConnell & JAX Development Group, LLC

Affordable Suites

McDaniel Drive, Jacksonville, Onslow County

FOR THE

construction, operation and maintenance of a sand filter in compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2006-246 (hereafter referred to as the "stormwater rules and the NPDES Phase II Post Construction Requirements") and the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit. This permit shall be effective from the date of issuance until February 6, 2018, and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS 1. This permit is effective only with respect to the nature and volume of stormwater

described in the application and other supporting data.

2. This stormwater system has been approved for the management of stormwater runoff as described in Section I.7 on page 3 of this permit. The stormwater control has been designed to handle the runoff from 78,840 square feet of impervious area.

3. The proposed system must be operated with a vegetated filter.

4. The tract will be limited to the amount of built-upon area indicated on page 3 of

this permit, and per approved plans. The built-upon area for the future development is limited to 40,321 square feet.

5. All stormwater collection and treatment systems must be located in either

dedicated common areas or recorded easements. The final plats for the project will be recorded showing all such required easements, in accordance with the approved plans.

6. The runoff from all built-upon area within the permitted drainage area of this

project must be directed into the permitted stormwater control system.


Page 3 of 7

7. The following design criteria have been permitted for the sand filter and must be provided and maintained at design condition: a. Drainage Area, acres: 2.59 Onsite, ft2: 112,632 Offsite, ft2: 0

b. Total Impervious Surfaces, ft2: 78,840 c. Design Storm, inches: 1.5 d. Depth of Sand, feet: 1.5 e. Filter Bottom Elevation, FMSL: 39.65

f. Top of Sand Elevation, FMSL: 41.65 g. Weir Elevation into Sand Filter, FMSL: 41.65 h. Bypass Weir Elevation, FMSL: 44.15 i. Permitted Total Surface Area, ft2: 1,575 Sediment Chamber Surface Area, ft2: 650 Sand Filter Surface Area, ft2: 925 j. Permitted Total Storage Volume, ft3: 8,377

g. Drawdown Orifice: 6“Ø pipe k. Time to Drawdown, hours: 40 l. Receiving Stream/River Basin: UT to Northeast Creek / White Oak m. Stream Index Number: stream index number n. Classification of Water Body: "stream class" II. SCHEDULE OF COMPLIANCE 1. The stormwater management system shall be constructed in its entirety,

vegetated and operational for its intended use prior to the construction of any built-upon surface.

2. During construction, erosion shall be kept to a minimum and any eroded areas of

the system will be repaired immediately. 3. The permittee shall at all times provide the operation and maintenance

necessary to assure the permitted stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited to:

a. Semiannual scheduled inspections (every 6 months). b. Sediment removal. c. Mowing and revegetation of slopes and the vegetated filter. d. Immediate repair of eroded areas. e. Maintenance of all slopes in accordance with approved plans and

specifications. f. Debris removal and unclogging of outlet structure, orifice device, flow

spreader, catch basins and piping. g. Access to the outlet structure must be available at all times.

4. Records of maintenance activities must be kept and made available upon

request to authorized personnel of DWQ. The records will indicate the date, activity, name of person performing the work and what actions were taken.


Page 4 of 7

5. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, a certification must be received from an appropriate designer for the system installed certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certification. A modification may be required for those deviations.

6. The facilities shall be constructed as shown on the approved plans. This permit

shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data.

7. If the stormwater system was used as an Erosion Control device, it must be

restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility.

8. Access to the stormwater facilities shall be maintained via appropriate

easements at all times. 9. The permittee shall submit to the Director and shall have received approval for

revised plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below:

a. Any revision to any item shown on the approved plans, including the

stormwater management measures, built-upon area, details, etc. b. Project name change. c. Transfer of ownership. d. Redesign or addition to the approved amount of built-upon area or to the

drainage area. e. Further subdivision, acquisition, lease or sale of all or part of the project

area. The project area is defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval or a CAMA Major permit was sought.

f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.

10. The permittee shall submit final site layout and grading plans for any permitted

future areas shown on the approved plans, prior to construction.

11. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten years from the date of the completion of construction.

12. 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 revised plans and certification in writing to the Director that the changes have been made.


Page 5 of 7

III. GENERAL CONDITIONS 1. This permit is not transferable to any person or entity except after notice to and

approval by the Director. In the event of a change of ownership, or a name change, the permittee must submit a completed Name/Ownership Change form to the Division of Water Quality, signed by the parties involved, and accompanied by the appropriate documentation as listed on page 2 of the form. The approval of this request will be considered on its merits and may or may not be approved.

2. The permittee is responsible for compliance with all permit conditions until such

time as the Division approves the transfer request.

3. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-215.6C.

4. The issuance of this permit does not preclude the Permittee from complying with

any and all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal) having jurisdiction.

5. In the event that the facilities fail to perform satisfactorily, including the creation

of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement stormwater management systems.

6. The permittee grants DENR Staff permission to enter the property during normal

business hours for the purpose of inspecting all components of the permitted stormwater management facility.

7. The permit may be modified, revoked and reissued or terminated for cause. The

filing of a request for a permit modification, revocation and reissuance or termination does not stay any permit condition.

8. Unless specified elsewhere, permanent seeding requirements for the stormwater

control must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.

9. Approved plans and specifications for this project are incorporated by reference

and are enforceable parts of the permit.

10. The permittee shall notify the Division in writing of any name, ownership or mailing address changes within 30 days.

Permit issued this the 6th day of January 2008.


____________________________________________ for Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission


Page 6 of 7

Affordable Suites Stormwater Permit No. SW8 080112 Onslow County Designer's Certification I, ______________________, as a duly registered _______________________ in the

State of North Carolina, having been authorized to observe (periodically / weekly /

Full-time) the construction of the project,

_____________________________________________________________________

(Project)

for __________________________________(Project Owner) hereby state that, to the

best of my abilities, due care and diligence was used in the observation of the project

construction such that the construction was observed to be built within substantial

compliance and intent of the approved plans and specifications. The checklist of items on page 2 of this form is included in the Certification. Noted deviations from approved plans and specification:

SEAL Signature ____________________________________ Registration Number __________________________ Date _________________________________________


Page 7 of 7

Certification Requirements: _____1. The drainage area to the system contains approximately the permitted

acreage. _____2. The drainage area to the system contains no more than the permitted

amount of built-upon area. _____3. All the built-upon area associated with the project is graded such that the

runoff drains to the system. _____4. All roof drains are located such that the runoff is directed into the system. _____5. The outlet/bypass structure elevations are per the approved plan. _____6. The outlet structure is located per the approved plans. _____7. A Trash Rack is provided on the outlet/bypass structure. _____8. All slopes are grassed with permanent vegetation. _____9. Vegetated slopes are no steeper than 3:1. _____10. The inlets are located per the approved plans and do not cause short-

circuiting of the system. _____11. The permitted amounts of surface area and/or volume have been

provided. _____12. Required drawdown devices are correctly sized per the approved plans. _____13. All required design depths are provided. _____14. All required parts of the system are provided, such as a vegetated shelf,

and a forebay. _____15. The required system dimensions are provided per the approved plans. cc: NCDENR-DWQ Regional Office

Onslow County Building Inspections

July 29, 2015 Toni McCrory, Sr. Manager Environmental Compliance Walmart Stores, Inc. 508 SW 8th Street Bentonville, AR 72716-0505 Subject: State Stormwater Management Permit No. SW8 921003 Renewal and Name / Ownership Change Walmart Supercenter #1298 High Density Commercial Project Onslow County Dear Ms. McCrory: Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are modified. Please note that the attached, updated permit now references DEMLR as the Division responsible for issuance of the permit. On February 20, 2015, the Division of Energy, Mineral and Land Resources (DEMLR) received a completed Name/Ownership Change Form from Developers Diversified Realty Corporation in support of the Renewal Application from Walmart Stores, Inc., which was received on April 12, 2013, for the subject project. The Division was not able to process the 2013 renewal application because it had been signed by Walmart Stores, Inc., who was not the permittee of record at that time. Upon receipt of the Name/Ownership Change Form, and a compliant inspection report, the Division is now able to transfer the permit and renew the permit. A file review and site inspection was performed on July 16, 2015 by DEMLR staff and as noted in the enclosed inspection report, the site is currently in compliance with the terms and conditions of the state stormwater permit. The Division is hereby notifying you that permit SW8 921003 has been transferred to Walmart Stores, Inc., on July 28, 2015 and renewed on July 29, 2015. This permit shall be effective until July 23, 2021, which reflects 8 years from the extended expiration date. By signing the Name/Ownership Transfer form, you have accepted the responsibility for complying with the terms and conditions outlined in this transferred and renewed permit. For your records, please find enclosed a copy of the updated permit, the original Operation and Maintenance Agreement, the inspection report, the renewal application and the Name/Ownership Change form. Please keep all of these documents on file at all times. This project is subject to the conditions and limitations as specified in the attached permit. Please pay special attention to the conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions, procedures for changing ownership, transferring the permit, and renewing the permit. Failure to establish an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions, to transfer the permit, or to renew the permit in a timely manner, will result in future compliance problems.


Page 2 of 9

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding. If you have any questions, need additional copies of the permit or the approved plans, please contact Linda Lewis with DEMLR in the Wilmington Regional Office at (910) 796-7215 or via email at [email protected]. Sincerely, For Tracy Davis, P.E., Director Division of Energy, Mineral and Land Resources GDS/arl: G:\WQ\Shared\Stormwater\Permits & Projects\1992\921003 HD\2015 07 permit 921003 cc: David Favarite, Developers Diversified Realty Corporation Pat Donovan-Potts, Stormwater Administrator, City of Jacksonville Georgette Scott, Stormwater Supervisor Wilmington Regional Office Stormwater File

mailto:[email protected]


Page 3 of 9



DIVISION OF ENERGY, MINERAL AND LAND RESOURCES


HIGH DENSITY COMMERCIAL DEVELOPMENT

In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations

PERMISSION IS HEREBY GRANTED TO

Walmart Stores, Inc.

Walmart Supercenter #1298

2025 North Marine Boulevard, Jacksonville, Onslow County

FOR THE

construction, operation and maintenance of one (1) wet detention pond in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules") and the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division and considered a part of this permit. The permit is hereby renewed and shall be effective from the date of issuance until July 23, 2021, subject to the following conditions and limitations: I. DESIGN STANDARDS 1. This permit is effective only with respect to the nature and volume of stormwater

described in the application and other supporting data.

2. This stormwater system has been approved for the management of stormwater runoff as described in Section I.5 of this permit. The stormwater control has been designed to handle the runoff from 959,246 square feet of impervious area.

3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit.

4. The tract will be limited to the amount of built-upon area indicated in Section I.2 of this permit, and as shown on the approved plans.


Page 4 of 9

5. The following design criteria have been approved for this wet detention pond and must be maintained at design condition: a. Drainage Area, acres: 25.2

Onsite, square feet: 1,098,275 Offsite, square feet: 0

b. Total Impervious Surfaces, sf: 959,246 (includes OP’s) c. Design Depth, feet: 6.0 d. TSS removal, %: 90% (no VFS is required) e. Provided Permanent Pool Surface area, sf: 57,000 f. Permanent Pool Elevation, fmsl: 39.0 g. Design Storm, inches: 1.0 h. Provided Storage Volume, cubic feet: 90,225 i. Temporary Storage Elevation, fmsl: 40.5 j. Controlling orifice: 100 GPM @17’ TDH

Marley Pump Co. Hydromatic Model S3HX (or equal)

k. Receiving Stream: Northeast Creek WOK02 l. Stream Index Number: 19-16-(0.5) m. Stream Classification: “SC NSW”

II. SCHEDULE OF COMPLIANCE 1. The stormwater management system shall be constructed in its entirety, vegetated

and operational for its intended use prior to the construction of any built-upon surface except roads.

2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired immediately.

3. All connections into the stormwater system from future areas/outparcels shall be made such that short-circuiting of the system does not occur.

4. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited to:

a. Semiannual scheduled inspections (every 6 months). b. Sediment removal. c. Mowing and revegetation of side slopes. d. Immediate repair of eroded areas. e. Maintenance of side slopes in accordance with approved plans and specifications. f. Debris removal and unclogging of outlet structure, orifice device and catch basins

and piping. g. Access to the outlet structure and pump well must be available at all times. h. Check pond water level and verify pumps are operational weekly. Have one spare

pump available on site. 5. Records of maintenance activities must be kept and made available upon request to

authorized personnel of DEMLR. The records will indicate the date, activity, name of person performing the work and what actions were taken.


Page 5 of 9

6. Decorative spray fountains are allowed in a wet detention pond subject to the following criteria: a. The fountain must draw its water from less than 2’ below the permanent pool

surface. b. Separated units, where the nozzle, pump and intake are connected by tubing, may

be used only if they draw water from the surface in the deepest part of the pond. c. The falling water from the fountain must be centered in the pond, away from the

shoreline. d. The maximum horsepower for a fountain in this pond is 1 horsepower.

7. The facilities shall be constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data.

8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, a certification must be received from an appropriate designer for the system installed certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certification.

9. A copy of the approved plans and specifications shall be maintained on file by the Permittee at all times.

10. The permittee shall maintain access to the stormwater facilities via recorded access and drainage easements, granted in favor of the permittee.

11. The permittee is responsible for verifying that the proposed built-upon area does not exceed the allowable built-upon area.

12. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility.

13. Deed restrictions must be recorded prior to the sale of any outparcel or future area shown on the approved plans to ensure that future owners are made aware of the built-upon area limitations. The following statements must be recorded:

a. To ensure continued compliance with DEMLR Stormwater Management Permit

Regulations, 15A NCAC 2H.1000, the built-upon area for outparcel(s) and future areas is limited to _____*________ square feet, as shown on the approved plans, inclusive of that portion of the right-of-way between the front lot line and the edge of the pavement, structures, pavement, walkways of brick, stone, slate, but not including wood decking or the water surface of swimming pools.

b. The runoff from all built-upon area on the outparcel or future area must be directed into the permitted stormwater control system.

c. Built-upon area in excess of the permitted maximum amount will require a permit modification.

d. The connection into the stormwater control shall be made such that short-circuiting of the system does not occur.

14. The permittee shall fill in the appropriate BUA allocation in the *blank above for any

outparcels and shall record the restriction prior to the sale of the outparcel. At no time shall the total amount of BUA directed to the BMP exceed 959,246 square feet.


Page 6 of 9

15. A copy of the recorded deed restrictions must be submitted to DEMLR within 30 days of the date of the recording. The recorded copy must be signed by the permittee, dated, stamped with the deed book number and page, and bear the stamp of the Register of Deeds.

16. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below: a. Any revision to the approved plans, regardless of size. b. Redesign or addition to the approved amount of built-upon area. c. Further subdivision, sale or conveyance of the project area, in whole or in part. d. Alteration to any component of the approved runoff conveyance system. e. The construction of any future built-upon area within the drainage area of the

permitted BMP. 17. The Director may determine that other revisions to the project should require a

modification to the permit.

18. 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 revised plans and certification in writing to the Director that the changes have been made.

III. GENERAL CONDITIONS 1. This permit is not transferable to any person or entity except after notice to and

approval by the Director. The permittee shall submit a completed and signed Name/Ownership Change Form, accompanied by the supporting documentation as listed on the form, to the Division of Energy, Mineral and Land Resources at least 60 days prior to any one or more of the following events:

a. An ownership change including the sale or conveyance of the project area in

whole or in part, except in the case of an individual lot sale that is made subject to the recorded deed restrictions;

b. The sale or conveyance of the common areas to a Homeowner’s or Property Owner’s Association, subject to the requirements of Session Law 2011-256;

c. Bankruptcy; d. Foreclosure; e. Dissolution of the partnership or corporate entity; f. A name change of the current permittee; g. A name change of the project; h. A mailing address change of the permittee;

2. Any individual or entity found to be in noncompliance with the provisions of a

stormwater management permit or the stormwater rules is subject to enforcement action as set forth in North Carolina General Statute 143, Article 21.

3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction.


Page 7 of 9

4. In the event that the facilities fail to perform satisfactorily the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement stormwater management systems.

5. The permittee grants DENR Staff permission to enter the property during normal business hours for the purpose of inspecting all components of the permitted stormwater management facility.

6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and reissuance or termination does not stay any permit condition.

7. The permittee shall submit a permit renewal application request at least 180 days prior to the expiration date of this permit. The renewal request must include the applicable documentation and the processing fee.

Permit updated, transferred and renewed this the 29th day of July 2015


____________________________________________ for Tracy E. Davis, P.E., Director Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission

Permit Number SW8 921003 MOD


Page 8 of 9

Walmart Supercenter #1298 Stormwater Permit No. SW8 921003 MOD Onslow County Designer's Certification I,__________________________________________________, as a duly registered _______________________________________in the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the project,

(Project Name) for ________________________________________________________(Project Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications. The items listed on Page 2 of this form are part of this Certification. Noted deviations from approved plans and specification: SEAL Signature ____________________________________ Registration Number __________________________ Date _________________________________________


Page 9 of 9

Certification Requirements: _____1. The drainage area to the system contains approximately the permitted

acreage. _____2. The drainage area to the system contains no more than the permitted

amount of built-upon area. _____3. All the built-upon area associated with the project is graded such that the

runoff drains to the system. _____4. The outlet/bypass structure elevations are per the approved plan. _____5. The outlet structure is located per the approved plans. _____6. Trash rack is provided on the outlet/bypass structure. _____7. All slopes are grassed with permanent vegetation. _____8. Vegetated slopes are no steeper than 3:1. _____9. The inlets are located per the approved plans and do not cause short-

circuiting of the system. _____10. The permitted amounts of surface area and/or volume have been

provided. _____11. Required drawdown devices are correctly sized per the approved plans. _____12. All required design depths are provided. _____13. All required parts of the system are provided, such as a vegetated shelf,

and a forebay. _____14. The overall dimensions of the system, as shown on the approved plans,

are provided. cc: NCDENR-DEMLR Wilmington Regional Office

127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 910-395-3900 • Fax 910-350-2004

An Equal Opportunity Affirmative Action Employer

State of North Carolina

Department of Environment, Health, and Natural Resources Wilmington Regional Office

James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson

Jonathan B. Howes, Secretary Regional Manager

March 25, 1994

Mr. Martin D. Koon

Venture Properties

Post Office Box 843

Wilkesboro, North Carolina 28697

Subject: CERTIFICATION OF COMPLIANCE

with Stormwater Regulations

Stormwater Project No. 921106

Lowes of Jacksonville

Onslow County

Dear Mr. Koon:

This Certification is pursuant to the revised application for Lowes of Jacksonville received on March 16, 1994,

with additional information received on March 24, 1994. Based on our review of the revised project plans

and specifications, we have determined that the Lowes of Jacksonville stormwater control system complies with

the Stormwater Regulations set forth in Title 15A NCAC 2H.1003(i). The runoff will be treated in two

detention ponds sized to achieve 90% reduction in Total Suspended Solids. The revisions consist of the

addition of a pipe from the entrance road and the relocation of Pond 3's outlet structure.

Any modification of the plans submitted to and approved by this Office or further development of this site

regardless of the fact that the modification may be less than 1 acre, will require an additional Stormwater

Submittal/Modification and approval prior to initiation of construction. Modifications include but are not

limited to; project name changes, transfer of ownership, redesign of built-upon surfaces, addition of built-upon

surfaces, redesign or further subdivision of the project area.

This Certification shall be effective from the date of issuance until rescinded. The project shall be

constructed and maintained in accordance with the plans and specifications approved by the Wilmington

Regional Office. This Certification does not supersede any other permit or approval. The developer is

responsible for obtaining any and all permits and approvals necessary for the development of this project.

This could include the Division of Coastal Management under CAMA requirements, the Division of

Environmental Management under Wetland 401 Water Quality Certification and/or a Dredge and Fill Permit

and/or a Sewer Extension/Collection Permit, U.S. Army Corps of Engineers 404 Wetland Permit, NPDES

Stormwater Permit if disturbing five acres or more, local County or Town Agency permits under their local

ordinances, or others that may be required.

Mr. Koon

March 25, 1994


---------------------------------------

A professional engineer must certify that the stormwater system has been installed in accordance with

the approved plans and specifications upon completion of construction. The attached certification should be

received by this Office within 30 days of completion of construction.

If you have any questions concerning this matter, please do not hesitate to call Ms. Linda Lewis or me

at (910) 395-3900.

Sincerely,

Dave Adkins

Water Quality Supervisor

DA/arl: S:\WQS\STORMWAT\CERTIFIC\921106.MAR

cc: Mr. Dale Isom, P.E.

Mr. Marshall Batchlor, Onslow County Inspections

Bradley Bennett

Linda Lewis

Wilmington Regional Office

Central Files

DIVISION OF ENVIRONMENTAL MANAGEMENT

PROJECT DATA

Project Name: Lowes of Jacksonville

Project Number: 921106

Location: Onslow County

Applicant: Mr. Martin D. Koon

Mailing Address: Venture Properties

Post Office Box 843

Wilkesboro, North Carolina 28697

Submittal Date: March 16, 1994

Water Body Receiving Stormwater Runoff: Sandy Creek

Classification of Water Body: "SC"

If Class SA, chloride sampling results: N/A

Pond Depth: 3.5 feet

Permanent Pool Elevation: 40 (Pond 3) and 41 (Ponds 1 & 2) MSL

Total Impervious Surfaces Allowed: 689,730 square feet total both ponds

Offsite Area entering Pond: 0 square feet

Green Area entering Pond: 107,540 square feet total both ponds.

Required Surface Area: 68,973 square feet total both ponds.

Provided Surface Area: 81,461 square feet total both ponds.

Provided Storage Volume: 62,673 cubic feet total both ponds.

Temporary Storage Elevation: 41.05 (Ponds 1 & 2) and 41.57 (Pond 3) MSL

Controlling Orifice Type/Diameter: 2.5" pipe both ponds.

WET DETENTION POND EVALUATION

1.YesNoThe design storage is for the runoff from all impervious surfaces resulting from 1-inch of rainfall and

is located above the permanent pool.

2.YesNoThe permanent pool is designed for 90% total suspended solid (TSS) removal. Therefore, no

vegetative filter is required.

3.YesNoThe runoff completely draws down to the permanent pool in 5 days, but not less than 2 days.

4.YesNoThe mean depth of the permanent pool is a minimum of 3 feet.

5.YesNoThe inlet structure is designed to minimize turbulence and short circuiting.

6.YesNoAn appropriate operation and maintenance plan has been provided for the system.

7.YesNoTHIS PROJECT MEETS THE STORMWATER CONTROL REQUIREMENTS OF 15A

NCAC 2H.1003 (g), (i), (k), and (1) (For Yes, 1 through 7 must all be highlighted

Yes.)

Brief Explanation: These detention ponds are designed to remove 90% total suspended solids without the

aide of a vegetative filter.

DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN-OFF

Wilmington Regional Office

_________________ _________________________________

Date Individual Evaluating Form/Plans

_________________ _________________________________

Date Regional Water Quality Supervisor

cc: Applicant/Bradley Bennett/arl/WiRO/CF

Lowes of Jacksonville


Engineer's Certification

I, _________________________________, as a duly registered Professional Engineer in the State of

North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the

project,

____________________________________________________________________________ (Project)

for __________________________________(Project Owner) hereby state that, to the best of my abilities,

due care and diligence was used in the observation of the project construction such that the construction was

observed to be built within substantial compliance and intent of the approved plans and specifications.

Signature ____________________________________

Registration Number __________________________

Date _________________________________________

September 25, 2012 Martin D. Koon, President Venture Properties Development, Inc. PO Box 843 Wilkesboro, NC 28697-0843 Subject: Approved Project Name Change and Plan Revision

Big Lots, Dicks Sporting Goods, Best Buy Stormwater Permit No. SW8 921106 Onslow County Dear Mr. Koon: On September 12, 2012, the Wilmington Regional Office received a request to revise the approved plans for Stormwater Management Permit Number SW8 921106. The revisions include the following:

1. The project name is changed from Lowes of Jacksonville to Big Lots / Dicks Sporting Goods / Best Buy.

2. The paved outdoor garden area of the former Lowes is converted and redeveloped into the Big Lots store.

3. Landscape islands are added to the entire parking lot. There is no net change in BUA.

4. Outparcel BUA of 42,688 sf has been reallocated to Ponds 1 & 2 as future development. That outparcel was taken over by the WalMart pond expansion.

5. The individual pond drainage area information has been listed on the attached insert “Project Data Sheet” page to the March 25, 1994 permit. This is the same information as listed in the lower right corner of the March 25, 1994 approved plans, except that the pond area and “ground” area have been removed as BUA because neither is considered an impervious surface.

6. The receiving stream name has been corrected for Pond 3, which drains under Western Boulevard toward Deep Gully Creek. Pond 1 & 2 drain toward the rear of the property and the pond discharge will eventually make its way into Sandy Run Branch, not Sandy Creek.

7. The approved plan set consists of the following plans: December 9, 1992 plan sheets C1, C3, C5, C7, C9, L1 and L2; March 25, 1994 plan sheet C2; February 6, 2012 plan sheets C-1a, C-3 and C-4 received on September 13, 2012, depicting the changes to the approved site plans for the Big Lots addition.

It has been determined that a formal permit modification is not required for the proposed changes. We are forwarding you an approved copy of the revised plans for your files. Please add the attached plans to the December 9, 1992 plans and the March 25, 1994 approved plans, as indicated in #7 above.

Mr. Koon Stormwater Permit No. SW8 921106 September 25, 2012

Page 2 of 3

Except as enumerated above, all terms and conditions of the permit issued on March 25, 1994, remain in full force and effect. Please also understand that the approval of this revision to the approved plans for the subject State Stormwater Permit is done on a case-by-case basis. Any other changes to this project must be approved through this Office prior to construction. The issuance of this plan revision does not preclude the permittee from complying with all other applicable statutes, rules, regulations or ordinances which may have jurisdiction over the proposed activity, and obtaining a permit or approval prior to construction. If you have any questions concerning this matter, please do not hesitate to call me at (910) 796-7215. Sincerely, Linda Lewis Environmental Engineer III GDS\arl: S:\WQS\Stormwater\Permits & Projects\1992\921106 HD\2012 09 permit_pr 921106 cc: Jeremy Beckett, P.E., Commercial Site Design Onslow County Building Inspections Pat Donovan-Potts, City of Jacksonville Stormwater Administrator Wilmington Regional Office Stormwater File

Mr. Koon Stormwater Permit No. SW8 921106 September 25, 2012

Page 3 of 3

DIVISION OF WATER QUALITY PROJECT DATA SHEET

Project Name: Big Lots / Dicks Sporting Goods / Best Buy Project Number: SW8 921106 Location: 1110 Western Boulevard, Jacksonville, Onslow County Permittee: Mr. Martin D. Koon, President Mailing Address: Venture Properties Development, Inc. Post Office Box 843 Wilkesboro, NC 28697 Submittal Date: March 16, 1994 (plan revision September 25, 2012) Pond 1 & 2 Pond 3 Receiving Stream: Sandy Run Branch UT Deep Gully Creek Classification of Water Body: "SC NSW" “SC NSW” Stream Index Number WOK02 19-10-1 WOK02 19-9-1 Drainage Area to Pond: 489,990 ft2 511,018 ft2

Onsite DA 447,302 511,018 Offsite DA (former outparcel) 42,688 0 Total Impervious Surfaces Allowed: 353,570 336,160 Pond Depth: 3.5 feet 3.5 feet Permanent Pool Surface Area: 52,629 ft2 28,832 ft2

Permanent Pool Elevation: 41.0 fmsl 40.0 fmsl Temporary Storage Volume: 30,831 ft3 31,842 ft3

Temporary Storage Elevation: 41.05 fmsl 41.57 fmsl Controlling Orifice Type/Diameter: 2.5" Ф 2.5” Ф BUA Breakdown Building 112,100 0 Parking 198,782 176,950 Sidewalks 0 6,750 Outparcel @100% 0 152,460 (see SW8 940420)

Future 42,866 0

Compliance Inspection Report

Permit: Effective: 09/03/97 Expiration: 09/03/07

Owner: Crisman Corp

Project: Lowes Home Center

SW8970415

Western Blvd

Jacksonville NC 28540

County:

Region:

Contact Person:

Directions to Project:

Title: Phone:

Onslow

Wilmington

David E Shelton 336-658-4463

Western Blvd.

Adress:

City/State/Zip:

Type of Project: State Stormwater - HD - Detention Pond

Drain Areas: 1 - (Mill Creek) (03-05-02 ) ( SC;NSW)

2 - (Mill Creek) (03-05-02 ) ( SC;NSW)

On-Site Representative(s):

Related Permits:

Inspection Date: Entry Time: Exit Time:05/10/2016 01:00PM 02:00PM

Primary Inspector: Kelly Johnson Phone: 910-796-7331

Secondary Inspector(s):

Reason for Inspection: Inspection Type:

Permit Inspection Type:

Routine Transfer Renewal

State Stormwater

Facility Status: Compliant Not Compliant

Question Areas:

State Stormwater

(See attachment summary)

page: 1

Inspection Date:

Permit: Owner - Project:

Inspection Type Reason for Visit:

SW8970415

05/10/2016 Transfer Renewal Routine

Crisman Corp

File Review Yes No NA NE

Is the permit active?

Signed copy of the Engineer’s certification is in the file?

Signed copy of the Operation & Maintenance Agreement is in the file?

Copy of the recorded deed restrictions is in the file?

File Review Only

-Expired

-Needs transfer & certification

-Not subdivided (no deed restrictions needed)

Comment:

page: 2

Compliance Inspection Report

Permit: Effective: 09/03/97 Expiration: 09/03/07

Owner: Crisman Corp

Project: Lowes Home Center

SW8970415

Western Blvd

Jacksonville NC 28540

County:

Region:

Contact Person:

Directions to Project:

Title: Phone:

Onslow

Wilmington

David E Shelton 336-658-4463

Western Blvd.

Adress:

City/State/Zip:

Type of Project: State Stormwater - HD - Detention Pond

Drain Areas: 1 - (Mill Creek) (03-05-02 ) ( SC;NSW)

2 - (Mill Creek) (03-05-02 ) ( SC;NSW)

On-Site Representative(s):

Related Permits:

Inspection Date: Entry Time: Exit Time:05/24/2016 12:00PM 01:00PM

Primary Inspector: Brian P Lambe Phone:

Secondary Inspector(s):

Reason for Inspection: Inspection Type:

Permit Inspection Type:

Routine Compliance Evaluation

State Stormwater

Facility Status: Compliant Not Compliant

Question Areas:

State Stormwater

(See attachment summary)

page: 1

Inspection Date:



SW8970415

05/24/2016 Compliance Evaluation Routine

Crisman Corp

Did not review file, see report from Kelly Johnson.

Inspection Summary:

Built Upon Area Yes No NA NE

Is the site BUA constructed as per the permit and approval plans?

Is the drainage area as per the permit and approved plans?

Is the BUA (as permitted) graded such that the runoff drains to the system?

Comment:

SW Measures Yes No NA NE

Are the SW measures constructed as per the approved plans?

Are the inlets located per the approved plans?

Are the outlet structures located per the approved plans?

See comments below. As the ponds exist today, they do not have the required depth and dimensions.Comment:

Operation and Maintenance Yes No NA NE

Are the SW measures being maintained and operated as per the permit requirements?

Are the SW BMP inspection and maintenance records complete and available for review or provided to

DWQ upon request?

Pond #1:

The northern drainage structure elevation on the bottom of the pond. The pool area leading to the

structure has been filled with sediment. There is a significant pile of dirt where the division of the main

pool and the north forebay that intrudes on the dimensions and depth of both areas.

The second outlet pipe to the pond from the roof drains is above grade by 1-2'.

Shelf has deteriorated.

Depth of pond needs to be evaluated. The bottom of the main pool is elevation 36, the outlet pipe

should be at 43.

General maintenance of the pond should be conducted according to permit conditions and operation and

maintenance agreement.

Pond #2:

Depth of pond is not to design depth as the outlet is to be constructed at elevation 45, bottom of pond is

to be 41. There are no pools that retain water signifcantly.

General maintance according to permit conditions and operations and maintenance agreement need to

be conducted.

Comment:

Other Permit Conditions Yes No NA NE

Is the site compliant with other conditions of the permit?

Comment:

Other WQ Issues Yes No NA NE

Is the site compliant with other water quality issues as noted during the inspection?

Comment:

page: 2

Inspection Date:



SW8970415

05/24/2016 Compliance Evaluation Routine

Crisman Corp

page: 3


P a g e

Appendix E

City of Jacksonville Stormwater Mitigation Concept

Image courtesy of USGS © 2017 Microsoft Corporation

SCALE: 1"=100'

Field Book: N/A

Disk Name: 2690

Filename: Penny Lane Ponds.dwg ELB

Job No.: C170524-6522

DATE: 7-18-17

Phone (910) 455-2414 - Fax (910) 455-3441

Jacksonville, North Carolina

Consulting Engineers - Land Surveyors - Land Planners

P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540

Firm License Number: F-0108

Trade Street Overlay Plan

Trade Street ExtensionJacksonville Twp., Onslow Co., North Carolina

City of Jacksonville

For:

PARKER & ASSOCIATES, INC.

0 50 100 200 300

FEET

GRAPHIC SCALE: 1"=100'

Affordable SuitesPermit No. SW8 080112

Existing Sand Filter

Stormwater Permit No.SW8 921106

Existing Sand Filters

Candlewood SuitesPermit No. SW8 061125

Stormwater Permit No.SW8 921003

WalmartSupercenterPermit No. SW8 921003

Best Buy, Big Lots, andDicks Sporting Goods

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SCALE: 1"=100'

Field Book: N/A

Disk Name: 2690

Filename: Penny Lane Ponds.dwg ELB

Job No.: C170524-6522

DATE: 7-18-17

Phone (910) 455-2414 - Fax (910) 455-3441

Jacksonville, North Carolina

Consulting Engineers - Land Surveyors - Land Planners

P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540

Firm License Number: F-0108

Stormwater Master Plan Outline

Trade Street ExtensionJacksonville Twp., Onslow Co., North Carolina

City of Jacksonville

For:

0 50 100 200 300

FEET

GRAPHIC SCALE: 1"=100'

Permitted Stormwater Area

Affordable Suites SW8 080112: 8,377 CF (Storage Volume 1.5")Candlewood Suites SW8 061125: 5,500 CF (Storage Volume 1")Walmart Supercenter SW8 921003: 90,225 CF (Storage Volume 1")Best Buy, Big Lots, & Dicks Sporting Goods SW8 921106: 30,831 CF (Storage Volume 1")

Total Existing Permitted Storage Volume: 134,933 CF

Proposed Trade Street Extension Required Storage Volume

Trade Street Extension: 125,000 SF X ((1.5 in)/(12 in/ft))=15,625 CF

Proposed New PondExisting Permitted = 134,933 CFTrade Street Extension = 15,625 CFTotal = 150,558 CF

Assume 1.4' Storage Depth = 150,558/1.4 = 107,541.4 SF of Pond Surface Areaat Elev. = 39.0 (Walmart Supercenter Permanent Pool Elevation)

* Walmart Supercenter Pond at Permanent Pool Elevation 39.0, is the lowest pondand requires the new pond to be at 39.0 Permanent Pool Elevation and requiresa pump.

Pond A - Original Permanent Pool Elevation = 41.0 Proposed Permanent Pool Elevation = 39.0*The existing pond will need to be re-graded to complywith depth requirements.

Existing Sand Filter

Existing Sand FiltersProposed New

Stormwater Ponds A & BProvided Surface Area

126,405 Sq. Ft.

OutletStructure

WalmartSupercenterPermit No. SW8 921003

Candlewood SuitesPermit No. SW8 061125

Affordable SuitesPermit No. SW8 080112

Best Buy, Big Lots, andDicks Sporting Goods

Permit No. SW8 921106

Pond B

Pond A

PARKER & ASSOCIATES, INC.

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Documents

Trade Street Feasibility Study - JUMPOjumpo-nc.org/wp-content/uploads/2018/02/Trade-St... · 2018-02-01 · Revised Draft Trade Street Feasibility Study STIP U-5787 SR 2715 (Trade