SW7080710_HISTORICAL FILE_20080807

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Xr"kT' CL' 9 /3- c 8 Ci A-p
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A [*M,Ith�"e bnWED
Part A. AUG 0 7 2008
1. Project Name Sound of Freedom Shoppes ������pp��®® ��^^
2. Location of land -disturbing activity: County Craven City or Township �Ha�vdlockdZ A �t
Highway/Street NCSR 1761 (US 70 Service Road) Latitude 340 54' 41" N Longitude_760 56' 21" W
3. Approximate date land -disturbing activity will commence: September 15 2008
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed of uncovered (including off -site borrow and waste areas): 2.8 Acres
6. Amount of fee enclosed: $ 195.00 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes X No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Mike Morton, PE E-mail Address mortoncommerciaiCcDearthlink. net
Telephone [phone] Cell # 252-636-9533 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Morton-Cravton Ventures LLC (Purchaser)
Name
P.O. Drawer 12346
Current Mailing Address
New Bern, NC 28561
City State Zip
10. Deed Book
Page No.
252-633-3068 252-633-1822
Telephone Fax Number
1805 South Glenburnie Road
Current Street Address
New Bern, NC 28562
City State Zip
Provide a copy of the most current deed.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Morton-Cravton Ventures LLC (Purchaser) mortoncommercial(7a earthlink.net
Name E-mail Address
P.O. Drawer 12346
Current Mailing Address
New Bern NC 28561
City State Zip
_1805 South Glenburnie Road
Current Street Address
New Bern, NC 28562
City State Zip
Telephone [phone] Fax Number 252-633-1822

v�
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
E-mail Address
Current Mailing Address
Current Street Address
City State
Zip City State Zip
Telephone
Fax Number
(b) If the Financially Responsible Party
is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
E-mail Address
Current Mailing Address
Current Street Address
City State
Zip City State Zip
Telephone
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
G. Michael Morton Member/Manager
Type or print name Title or Authority
(g [UkI. (__�) M 8(sjo b
Signature Date
I, Beth Simmons , a Notary Public of the County of Craven
State of North Carolina, hereby certify that G. Michael Morton
appeared personally before me this day and being duly sworn acknowledged that the above form
was executed by him.
1F
Witness my,�iatpfnd notarial seal, this day of 20 l7
� SIMMp1�,���.
Ng �MARY = Notary
F'LI8ILIC fz My commission expires April 22, 2009

r-
/ A�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist r Dee Freeman, Secretary
n�;
CERTIFdED MAIL May 19, 2009
MAY 2 0 2009
RETURN RECEIPT REOUESTED
7009 0080 0000 5655 6755
NOTICE OF CONTINUING AND ADDITIONAL VIOLATIONS OF
THE SEDIMENTATION POLLUTION CONTROL ACT
Orton-Craytori Ventures,'—L=LC
�ATTN=Mr-G-Michael=lvlorton,=Member/Manager�
Post:Office.-Diawer-l-2346�0=—�
N�.Bem,-eNorth'.Carolina_ 28561�_
RE: Erosion and Sedimentation Control Plan No: CRAVE-2009-008
Project Name: Sound of Freedom Shoppes
SR 1761 — Craven County
River Basin: Neuse Last Approval Date:, October 13, 2008
Dear Sir or Madam:
On March 24, 2009, you received a Notice of Violations indicating that you and/or your
firm were conducting a land -disturbing activity located SR 1761, in Craven County that was in
violation of the Sedimentation Pollution Control Act of 1973.
A f6llow-up inspection of this project on May 14, 2009, indicated that some of the
violations outlined in the Notice have still not been corrected. The violation being continued is:
Failure to conduct a land -disturbing activity in accordance with the approved erosion and
sedimentation control plan. G.S. I I3A-57(5).
In addition to the violation outlined in our Notice dated March 24, 2009, this inspection
also revealed the following violations
The additional violations found are:
a. Failure to file an acceptable, revised plan after being notified of the need to do so. G.S.
113A-54.1 (b) and 15A NCAC 4B .0118 (a).
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] / FAX: [phone]
Internet: http://www.dlr.enr.state.nc.us/pagesPandqualitysection.html
An Equal Opportunity / Affirmative Action Employer - 50%Recyded/10% Past Consumer Paper

CERTIFIED MAIL
Morton-Crayton Ventures, LLC
ATTN: Mr. G. Michael Morton, Member/Manager
May 19, 2009
Page 2
A check of our files revealed that a revised erosion and sedimentation control plan was
submitted to this office but disapproved.
b. Failure'i"within�2i"calendar days of completion of any phase of grading, to plant or
otherwise provide exposed graded slopes or fills with temporary or permanent ground
cover, devices, or structures sufficient to restrain erosion. G.S. 113A-57(2).
The inspection revealed that graded slopes and fills throughout the site have not been
provided with a groundcover sufficient to restrain erosion within 21 calendar days.
To correct these violations, you must, WITHIN 10 DAYS OF RECEIPT OF THIS NOTICE
OF CONTINUING AND ADDITIONAL VIOLATIONS:
1. Submit a revised plan along with the appropriate plan review fee, showing all planned or
completed development activity not indicated on the erosion and sedimentation control
plan approved by this office on October 13, 2008.
2. Provide a groundcover sufficient to restrain erosion on all exposed slopes/areas.
Please note that merely planting grass seed does not satisfy the requirements of
"vegetative cover" or of "ground cover sufficient to restrain erosion." These requirements are
not satisfied until an adequate cover of grass or other ground cover (such as properly applied and
secured, mulched seeding or appropriate rip -rap) is established. which is, in fact, sufficient to
restrain accelerated or man-made erosion.
The violations cited herein may be referred to the Director of the Division of Land
Resources (Director) for appropriate enforcement action, including civil penalty assessments for
an initial one -day violation and/or a continuing violation. The Division of Land Resources is not
required to provide a time period for compliance before assessing a penalty for the new
violations cited herein. The penalty for an initial one -day violation may be assessed in an
amount not to exceed $5,000.00. Please be advised that a civil penalty may be assessed for the
new violations regardless of whether the violations are corrected within the time period specified
above.
In addition, if the new violations cited herein are not corrected WITHIN 10 DAYS OF
RECEIPT OF THIS NOTICE OF ADDITIONAL VIOLATIONS, this office may request
that the Director take appropriate legal action against you for continuing these violations
pursuant to NCGS 113A-61.1 and 113A-64. A penalty may be assessed from the date of the
violation, pursuant to NCGS 113A-64(a)(1), and for each day of a continuing violation in an
amount not to exceed $5,000.00 per day.
This matter is being referred to the Director, Division of Land Resources, for
enforcement because the violations reported in our original Notice, dated Marph 24, 2009, were
not corrected on or before the deadline for compliance, which was Aptil 9, 2009. I urge you to
correct these violations immediately. A civil penalty of up to $5000.00 per day for violations is

CERTIFIED MAIL
Morton-Crayton Ventures, LLC
ATTN: Mr. G. Michael Morton, Member/Manager
May 19, 2009
Page 3
authorized by G.S. I I3A-64. It should be noted that each day of noncompliance constitutes a
separate violation of the Sedimentation Pollution Control Act of 1973. A penalty may be
assessed from the date of the violation until the date the violations are corrected. Please be
advised that if compliance is not immediately undertaken, other appropriate action may be
requested.
Please be advised that any new land -disturbing activity associated with this project
should not begin until the area presently disturbed is brought into compliance with the Act.
When corrective actions are complete, you should notify this office so that work can be
inspected. You should not assume that the property is in compliance with the Act until we have
notified you. After installation, all erosion control measures must be maintained in proper
working order until the site is completely stabilized.
Please do not hesitate to contact Allison Ward or me regarding any questions you might
have about this matter.
Sincerely,
Patrick H. McClain, PE
Land Quality Section
PM:aw
Enclosures: Sedimentation Inspection Report
cc: r. Gray Hauser, PE, State Sedimentation Specialist
Alton Hodge, Regional Water Quality Supervisor
Ms. Tere Barrett, Division of Coastal Management Regional Supervisor
LQ Files

Land Quality Section: 943 Washington Square Mall, Washington, NC 27889 [phone]
County: Project: %SC:k, 01� 01 >'OA&iver basin: PJ el,)
Person financially responsible: — Cm Q,A Project # 2 'COCL f�—
Address: --Vd `brom /Y' IZ.3��.� -LIJ� ; N C _-z-gs-tvd Case #
1. Project location: 52 11 to 1
Pictures: No: R-Yes: ❑ Prints: ❑ Slides: ❑ Video: ❑ Digital:
❑
2. Weather and soil conditions: p�l�V �� I v'11���.��1 M%-,
Initial inspection: Yes: ❑ No: ,
3. Is site currently under notice of violation? Yes:X No: ❑
4. Is the site in compliance with S.P.C.A. and rules? Yes: ❑ No: R
If no, check violations below:
5. Violations:
❑ a. No approved plan, G.S. 113A-57 (4) and 15A N.C.A.0 4B.0107(c)
❑ g. Inadequate buffer zone, G.S. 113A-57(t)
K It. Failure to follow approved plan, G.S. 113A-57(5)
❑ It. Graded slopes and fills too steep,
�c. Failure to submit revised plan, G.S. I I3A-54.1(b) and
G.S. I I3A-57(2) or 15A N.C.A.C. 4B.0124(d)
15A N.C.A.C. 4B.0118(a)
i. Unprotected exposed slopes, G.S. I I3A-57(2)
❑ d. Failure to provide adequate groundcover, G.S. 113A-57(3) and
❑ j. Failure to maintain erosion control measures,
15A N.C.A.C. 4B.0I 07(b) or 15A N.C.A.C. 4B.0I24(e)
15A N.C.A.C. 4B.0113
❑ e. Insufficient measures to retain sediment on site, G.S. I I3A-57(3)
❑ k. Other (describe)
❑ f. Failure to take all reasonable measures, 15A N.C.A.C. 4B.0105
6. Potential NPDES Permit Violation? Ycs:Z No: ❑ Describe:
7. Has sedimentation damage occurred since last inspection? Yes: ❑
If yes, where? (check all that apply) No: f�l
Lake/natural watercourse on the tract: ❑ Lake/natural watercourse off the tract: ❑ Other property: ❑
Description:
Degree of damage: slight: ❑ moderate: ❑ severe: ❑
8. Contactmade with (name): �� Title:
Inspection report given: ❑ or sent: A to person financially responsible. Date given/sent:
9. Corrective actions needed:
Report by: f{ 1 l
Date of inspection:
cc:
Others prescnh
Time arriving on site: (� ; Time leaving site: CFO

North Carolina Secretary of State
http://www.secretaty.state.nc.us/corporations/Corp.aspx?Pitem Id=8868356
CORPORATIONS
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
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Date: 7/28/2008
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Corporation Names
Name Name Type
NC Legal
Morton-Crayton
Ventures, LLC
Limited Liability Company Information
SOSID:
1047747
Status:
Current -Active
Date Formed:
6/6/2008
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Henderson, Baxter,
Taylor, & Gatchel, P.a.
Registered
1319 Commerce Drive
Office
New Bern NC 28562
Address:
Registered
Post Office Drawer U
Mailing
New Bern NC 28563
Address:
Principal
No Address
Office
Address:
Principal
No Address
Mailing
Address
I loft
7/28/2008 9:25 AM

:00'2
CON1`'CL �C
I)W"OE 080EL+?
i wf,t IY f FC;t21"V too
COi5t0'S7L:0N2 I:.�e, '. 9
I

JUL 16 2008
STORMWATER CALCULATIONS
Sound of Freedom Shoppes
U.S. 70 West Service Road
Havelock, Craven County, North Carolina
Prepared by:
Avolis Engineering, P.A.
P.O. Box 15564
New Bern, NC 28561
[phone] Office
[phone] Fax
July 17, 2008

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QP� : Cif _ �Q.Zo�,C 0 • l� sillll+���Z.SA�� = O.O `� L' FS
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e N = g $ r?ERvl oils
eA/ = 60 6;06a Coil3v moK) LAWNS
Z.15 A(�
i p = 1• l CFS W10 13Et3EFIr DF FF'riD
�STA13t 15H A,3 OIAT'lET 'VEVI
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�oLATV—:� Pb5-r 17EvEW p rAcA-- S�RLOA Tf t"AH
ouT�T STRUeru�.
Qpl = 2.82 CFS � S,�Z CF5
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(5645, A- T�EV CA m Q vrm R. ?P- -r O utrs)
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i ram,=�q,25
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k 31�' 0 OR i
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r f r 11 t
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i ll 1
GaOcp-erE r-tu. w Rza-R= 0,5'-4s. J5
= (all 69 0
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aK
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2 251 5F
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ZO K
SO =
lr000 SF
7uMP5rERS
= 3v' x
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300
5F
o tRK IBC. LIOT V-XV6. (�orJ �1ECTt� ) = 52, 1�5-
-rbTA2.- 0A)-517-K-
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F( -OM C'ioAe7nl-L, CA2,Cel4,A--r1'O 15� IT /5 ALAMPl
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i
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i
�1 �t"\VCQVIoKS A"R A FWW1•0C,-TD ?joay OrJL = SS,IPtO\ 5F (\.Z
Y IVY>� A-P-� Nbr Fl, t/it" TD 400-D= :7-020 SF D.l(ol Ac)
I
4) 6 t"55 �� FwLJl,0ej-ro ?oov = 34,1`tW 5r ( O, $ oZ p,c)
�) gui�DiJG �t FLOLJIJO To i.o-2Er -nod AoaD 21,2005E

`red"
I
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CA-L-eL4LAT RL'LdOFF 1/vLIumE
I;v = 0,05 0,°j 1.OD
3,&30 1,, o,,ts # 0,4�4 Ac,

;c-a tt-�-cD �u2rAcc Aar.
i&1� W
D,iss F 4;Tb xcPEPnl
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S
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I
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i
D16CFh;4M41N eAP-PAA A"A 0'T BLP(G, FP-ov, f
i
i
IVRAkAAC-C o lkc. C= D,q
FV-o,-A F; 5 S. o 69 a. 5 EC ?-p
alsD =
Z4
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oplo = c=A = �U• c1� �.�5 to/HR)�D•BAc� = 5- (, CFS
.p t 6c4AZG-E P-i pe 1 s 24 " IV
S'l1
dynA X
4, g'
1:sKq 14„

J7 lS C 144 P G-(— �9-0 M 1.,%E r pi V D
No s?fscilkL 91 P RAP
Low VISCt442aC RmrS,
GISc 5riPrt,)7;,A-TP �?i{~ i'A-p UwrLET- PrIOTJFC-rloo,) TIO
p 9_ 6 \p -�) r, l o nl h "1"9(LM Sl�tr'�S f GTD a� 5 97 P-VjCt5 .
c�� = e =� (/, v�( f.�ss,�/�f�z)( 0' 3a 6C) = a_ s cFs
(J o S 4EC I m. R i V au" 2CM iFW75 Fl)IL-.
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Q � o •C'E�sr� o �i•
Nip
s = 9, I °lD
J�fSC fh4E5T� /v1>=T/�oa3' Fcor,�,s+,qsr`G/.� sv��
50LVF FpR. G nJnJEL Gihq/�A� %L/s>/CS
V(wclrl L)
V 15,pT4 = L) IF+ —Off

Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
Interval
(min)
Time to
peak
(min)
Volume
(cuft)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
5.72
2
726
19,559
1
—
--
PRE-DEV
2
SCS Runoff
9.09
2
724
28,273
1
—
POST-DEV, NO POND
3
Reservoir
2.82
2
742
24,375
1
2
49.90
12,469
POST DEV W/ POND
Proj. file: 08045SOUNDOFF-RE�DODFle:
NEW�BERNDF
Run te:60

Hydrograph Report
Rage ,
English
Hyd. No. 1
PRE-DEV
Hydrograph type
= SCS Runoff
Peak discharge =
5.72 cfs
Storm frequency
= 1 yrs
Time interval =
2 min
Drainage area
= 2.75 ac
Curve number =
80
Basin Slope
= 0.3 %
Hydraulic length =
400 ft
Tc method
= TR55
Time of conc. (Tc) =
7.2 min
Total precip.
= 3.90 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
484
Total Volume = 19,559 cult
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
584 0.06
644 0.17
704 1.03
764 0.84
824 0.48
884 0.35
944 0.26
1004 0.20
1064 0.15
1124 0.13
1184 0.12
1244 0.11
1304 0.09
1364 0.09
1424 0.08
.End

TR55 Tc Worksheet
Page t
Hyd. No. 1
PRE-DEV
Storm frequency = 1 yrs
Sheet Flow
Manning's n-value
Flow length
Two-year 24-hr precip.
Land slope
Travel Time .................
= 0.015
= 300.0 ft
= 3.90 in
= 0.3 %
................... = 7.2 min
Shallow Concentrated Flow
Flow length
= 0 ft
Watercourse slope
= 0.0 %
Surface description
= Paved
Average velocity
= 0.00 ft/s
Travel Time ........................................ = 0.0 min
Channel Flow
Cross section flow area
Wetted perimeter
Channel slope
Manning's n-value
Velocity
Flow length
Travel Time ..................
= 0.0 sqft
= 0.0 ft
=0.0%
= 0.015
= 0.00 ft/s
= 0.0 ft
............ = min
Total Travel Time, Tc ........................ = 7.2 min

1 - SCS Runoff -1 Yr - Qp = 5.72 cfs
6
5
4
4-
V 3
C1
2
1
0
0 5 10 15 20 25
Time (hrs)
® Hyd. 1

Hydrograph Report
Page ,
English
Hyd. No. 2
POST-DEV, NO POND
Hydrograph type
= SCS Runoff
Peak discharge =
9.09 cfs
Storm frequency
= 1 yrs
Time interval =
2 min
Drainage area
= 2.75 ac
Curve number =
92
Basin Slope
= 0.5 %
Hydraulic length =
300 ft
Tc method
= TR55
Time of conc. (Tc) =
4.8 min
Total precip.
= 3.90 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
484
Taal volume = 28,273 c&
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
460 0.09
520 0.16
580 0.27
640 0.45
700 1.71
760 1.04
820 0.56
880 0.41
940 0.30
1000 0.22
1060 0.17
1120 0.15
1180 0.13
1240 0.12
1300 0.10
1360 0.10
...End

TR55 Tc Worksheet
Page 1
Hyd. No. 2
POST-DEV, NO POND
Storm frequency = 1 yrs
Sheet Flow
Manning's n-value = 0.011
Flow length = 200.0 ft
Two-year 24-hr precip. = 3.90 in
Land slope = 0.5 %
Travel Time ........................................ = 3.3 min
Shallow Concentrated Flow
Flow length
= 100 ft
Watercourse slope
= 0.3 %
Surface description
= Paved
Average velocity
= 1.11 ft/s
Travel Time ........................................
= 1.5 min
Channel Flow
Cross section flow area
= 0.0 sqft
Wetted perimeter
= 0.0 ft
Channel slope
= 0.0 %
Manning's n-value
= 0.015
Velocity
= 0.00 ft/s
Flow length
= 0.0 ft
TravelTime ........................................
= min
Total Travel Time, Tc ........................ = 4.8 min

2 - SCS Runoff -1 Yr - Qp = 9.09 cfs
1
8
6
� 4
2
0
0 5 10 15 20 25
Time (hrs)
/ Hyd. 2

Hydrograph Report
Page t
Hyd. No. 3
POST DEV W/ POND
Hydrograph type = Reservoir
Storm frequency = 1 yrs
Inflow hyd. No. = 2
Max. Elevation = 49.90 ft
Stomp Ifti fiw meR W used.
Hydrograph Discharge Table
Time Inflow Elevation
(min) cfs ft
720
6.85
49.50
780
0.75
49.60
840
0.49
49.35
900
0.37
49.32
960
0.26
49.31
1020
0.21
49.30
1080
0.16
49.28
1140
0.14
49.27
1200
0.13
49.26
1260
0.11
49.25
1320
0.10
49.24
1380
0.09
49.24
1440
0.08
49.23
1500
0.00
49.21
1560
0.00
49.20
1620
0.00
49.19
End
English
Peak discharge = 2.82 cfs
Time interval = 2 min
Reservoir name = SOUNDOFFREEDOM
Max. Storage = 12,469 cuft
Total Volume = 24,375 cuft
Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
Cfs
cfs cfs
Cfs cfs Cfs cfs cfs
cfs
1.82
0.03 -
- 2.26 - - -
1.82
2.10
0.00 -
-- 3.68 - - -
2.10
1.48
0.03 --
-- 0.62 --- -- --
0.66
1.40
0.03 -
- 0.38 - - -
0.41
1.36
0.03 -
- 0.26 - - -
0.29
1.34
0.03 -
- 0.20 - - -
0.23
1.31
0.03 --
--- 0.17 --- --- -----
0.20
1.28
0.03 -
- 0.14 - - -
0.17
1.27
0.03 -
- 0.12 - - -
0.15
1.25
0.03 -
- 0.10 - - -
0.13
1.24
0.03 -
- 0.09 - - -
0.12
1.23
0.03 -
- 0.08 - - -
0.11
1.22
0.03 -
- 0.07 -- -- --
0.10
1.17
0.03 --
-- 0.02 -- - --
0.05
1.14
0.03 -
- - - - -
0.03
1.12
0.03 -
- - - - -
0.03

Reservoir Report Page 1
English
Reservoir No. 1 - SOUNDOFFREEDOM
Pond Data
Pond storage is based on known contour areas
Stage I Storage Table
Stage
Elevation
Contour area
Incr. Storage
Total storage
ft
ft
sqft
cuft
cuft
0.00
48.50
6,765
0
0
0.50
49.00
8,861
3,907
3,907
1.50
50.00
10,215
9,538
13,445
2.50
51.00
11,641
10,928
24,373
Culvert / Orifice Structures
Weir Structures
[A]
[B]
IC]
[D]
[A]
[B]
[C]
[D]
Rise in
= 24.0
1.4
0.0
0.0
Crest Len ft = 6.0
0.0
0.0
0.0
Span in
= 24.0
1.4
0.0
0.0
Crest El. ft = 49.25
0.00
0.00
0.00
No. Barrels
= 1
1
0
0
Weir Coeff. = 3.00
0.00
0.00
0.00
Invert El. ft
= 48.50
48.80
0.00
0.00
Eqn. Exp. = 1.50
0.00
0.00
0.00
Length ft
= 40.0
0.0
0.0
0.0
Multi -Stage = Yes
No
No
No
Slope %
= 0.10
0.10
0.00
0.00
N-Value
= .012
.013
.000
.000
Orif. Coeff.
= 0.60
0.60
0.00
0.00
Multi -Stage
= -
Yes
No
No
Tailwater Elevation =
0.00 ft
Note: All outlaws have been analyzed under
inlet and pullet control.
Stage I Storage I Discharge Table
Stage Storage Elevation Clv A
ft
cuft
ft
cfs
0.00
0
48.50
0.00
0.05
391
48.55
0.01
0.10
781
48.60
0.04
0.15
1,172
48.65
0.09
0.20
1,563
48.70
0.15
0.25
1,953
48.75
0.22
0.30
2,344
48.80
0.31
0.35
2,735
48.85
0.36
0.40
3,125
48.90
0.47
0.45
3,516
48.95
0.60
0.50
3,907
49.00
0.67
Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
cfs cfs
cfs cfs cfs
cfs cfs cfs
0.00 -
- 0.00 -
- - 0.00
0.00 -
- 0.00 -
- - 0.00
0.00 -
- 0.00 -
- - 0.00
0.00 -
- 0.00 -
- - 0.00
0.00 -
- 0.00 -
- - 0.00
0.00 -
- 0.00 -
- - 0.00
0.00 -
- 0.00 -
- - 0.00
0.00 -
- 0.00 -
- - 0.00
0.00 -
- 0.00 -
- - 0.00
0.01 -
- 0.00 -
- - 0.01
0.02 -
- 0.00 -
- - 0.02
Continues on next page...

7 , /
SOUNDOFFREEDOM
Stage / Storage I Discharge Table
Stage Storage Elevation Clv A
ft
cuft
ft
cfs
0.60
4,860
49,10
0.90
0.70
5,814
49.20
1.16
0.80
6,768
49.30
1.34
0.90
7,722
49.40
1.62
1.00
8,675
49.50
1.82
1.10
9,629
49.60
2.11
1.20
10,583
49.70
2.39
1.30
11,537
49.80
2.57
1.40
12,491
49.90
2.82
1.50
13,445
50.00
3.05
1.60
14,537
50.10
3.24
1.70
15,630
50.20
3.39
1.80
16,723
50.30
3.54
1.90
17,816
50.40
3.64
2.00
18,909
50.50
3.64
2.10
20,001
50.60
6.81
2.20
21,094
50.70
8.91
2.30
22,187
50.80
10.61
2.40
23,280
50.90
12.07
2.50
24,373
51.00
13.37
End
Page 2
Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
cfs cfs
cfs cfs cfs cfs cfs
cfs
0.02 -
- 0.00 - - -
0.02
0.03 -
- 0.00 - - -
0.03
0.03 -
- 0.20 - - -
0.23
0.04 -
- 1.05 - - -
1.08
0.03 -
- 2.25 - - --
1.82
0.00 -
- 3.73 - - -
2.11
0.00 -
- 5.43 - - -
2.39
0.00 -
- 7.34 - - -
2.57
0.00 -
- 9.43 - - -
2.82
0.00 -
- 11.69 - - -
3.05
0.00 -
- 14.11 - - -
3.24
0.00 -
- 16.67 - - -
3.39
0.00 -
- 19.37 - - -
3.54
0.00 -
- 22.20 - - -
3.64
0.00 --
- 25.16 - - -
3.64
0.00 -
- 28.23 - - -
6.81
0.00 -
- 31.43 - - -
8.91
0.00 -
- 34.73 - - -
10.61
0.00 -
- 38.15 - - -
12.07
0.00 -
- 41.67 - - -
13.37

3 - Reservoir -1 Yr - Qp = 2.82 cfs
1
8
6
CY 4
2
0
0 10 20 30 40 50
Time (hrs)
/ Hyd. 2 / Hyd. 3

havelock nc - Google Maps
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I of 1 7/232008 7:34 AM

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c
AVOLIS
ENGINEERING,
P.A.
Z�
P.O. Box 15564
• New Bern, North Carolina
28561 • [phone]
Stormwater Management Narrative
Sound of Freedom Shoppes
US 70 West Service Road
Havelock, NC JUL !a 20CQ
Craven County Wit,
LsttL',.L1 h4..aOF�J
This project proposes a high density development consisting of a strip shopping center
facility. Asphalt surfaced parking will be provided for the site. The property is 2.72
acres in size. 2.75 acres, which includes the driveway connections, will be disturbed and
developed by this project. The property is owned by Jerry A. Jackson, LLC of Havelock,
NC but is being purchased and will be developed by Morton-Crayton Ventures, LLC.
The property is being subdivided from a portion of tax parcel 46-039-003. There have
been no previous permits issued for the site. There is no pre-1988 built -upon area on the
site. There are no existing permits for the site.
The project will be built on a continuous basis. The stormwater treatment BMP serving
the site will be constructed prior to the building and associated parking areas.
The project will be served by the City of Havelock water supply and public sewer. There
are no known historic sites on the property. There is no public funding associated with
this project. There are not any known DENR non-compliance issues associated with the
site. The site is not in a CAMA area.
The site drains to an unnamed tributary of Cedar Creek which is a tributary of the Neuse
River. Cedar Creek is classified as SC;Sw,NSW, index #27-112-3. The site is not within
any Neuse Riparian Buffer setback areas. The site is currently undeveloped and exists as
a grassed field.
The site is planned as one overall high density stormwater drainage area. The stormwater
runoff will be treated by one wet detention pond. All of the building roof runoff will be
pretreated in a bio-retention area in order to achieve compliance with the City of
Havelock's nutrient reduction requirements. This treated runoff also discharges to the
wet pond. The NPDES Phase Il stormwater rules do not apply to the project area. The
majority of the stormwater collection is by piping and drop inlets.
The proposed built -upon area is 64.7% over a drainage area of 2.75 acres. A wet
detention pond is proposed in order to treat the runoff associated with the one -inch
rainfall event. The wet pond is sized to provide 90% TSS removal.

Stormwater Narrative
Sound of Freedom Shoppes
Havelock, NC
Runoff into the pond is delivered primarily via collection piping. A single forebay area is
provided at the head of the pond.
The stormwater runoff from all of the developed areas will be collected for treatment.
There is no off site runoff coming into this project.
A perimeter planted vegetative shelf is provided with one-half of the shelf below the
permanent pool level and one-half above the permanent pool level for the detention pond.
The outlet structure for the pond is sized to draw down the temporary pool in 72 hours.
The pond provides attenuation of the one -ten-year storm to predevelopment conditions.
The soils on the site are a combination of a clay structure and a loam at the depths to be
disturbed by this project. The depth to the seasonally high water table at the detention
pond area is thirty inches (elevation 48.0'). The detention pond permanent pool is set at
elevation 48.5 feet due to outlet elevation constraints at the receiving roadside ditch.
15360
FNGINE�E'•�p��•
C�iN O```

North Carolina Department of Environment and
FWA Natural Resources
NCDENR Request for Express Permit Review
For DENR Use ONLY
Reviewel:5m- r
Submit
Time:
Confirm
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan (PDF rile) and vicinity map (same items expected in the application package
of the project location. Include this form in the application package.
• Asheville Region -Alison Davidson 828.296-4698;alison.davidsonna ncmaiLnet
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(alncmail.net
• Mooresville 8 -Patrick Grogan 704-663.3772 orpatrick.propan(a)ncmail.net
• Washington Region -Lyn Hardison 252-946.9215 or lyn.hardison(a)ncmaiLnet
• Wilmington Region -Janet Russell 910.350-2004 or janet.russellpricmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: SOUND OF FREEDOM SHOPPES County: CRAVEN
Applicant: FRED MORTON Company: MORTON -CRAYTON VENTURES, LLC EXPIWESS
Address: P.O. BOX 12346 City: NEW BERN, State: NC Zip: 28562 JUL 1 8
Phone:[phone] Fax:[phone] Email: mortoncommercialnD earthlink.net 1008
Project is Drains into 3W, NS waters Project Located in
EUSE River Basin
Engineer/Consultant:N �CO
JOS PH C. AVOLIS. P.E. Company: AVOLISENGINEERING, P.A. DEW,
Address: P.O. BOX 15564 City: NEW BERN, State: INC Zip: 28561
Phone: [phone] Fax::[phone] Email: avoliseng(a)Ipmonline.net
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
® High Density -Bio-Retention 1 # Treatment Systems ❑ High Density —Constructive Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems ❑ MODIFICATION SW _ (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK #_ (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ Wetlands (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No
Permit Received from US ACOE ❑ Yes ❑ No
Isolated wetland on Property ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: acre(s)
Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: []Yes ❑ No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only
Fee Split for multiple permits: (Check # Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Ma'; El Min)
$
SW 12TID, ElLD, El Gen)
j —
$ 00
401:
$
LQS
$
Stream Deter—
$

�J
a O
d
0

AVOLIS ENGINEERING, P.A.
Zm P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Soil Boring Report
Sound of Freedom Shoppes
US 70 West Service Road
JUL 18 2000 Havelock, NC
Craven County
' July 11, 2008
-J .i .
Two soil borings were made at the proposed wet pond and bio-retention area locations for
the Sound of Freedom Shoppes. The soil borings were completed on July 11, 2008 with
a hand auger by Joseph C. Avolis, PE. The borings were located near each other and
yielded the same data at each location.
The Craven County Soil Survey maps the soil at the site as the Rains type. Rains is
described as a fine sandy loam in the upper 16 inches and a sandy clay loam down to a
depth of 80 inches. At the depth to be disturbed by this project, the Rains soil type is
listed as having a permeability ranging from 0.6 to 2.0 inches/hour.
The on site soil boring indicated soil characteristics similar to the general soil description
for the Rains type. The following soil characteristics were observed:
Depth
Elevation
Description
0'-0.5'
50.5'
Gravel
0.5'-1'
50.0'
Black Top Soil
P-2'
49.5'
Grey clay with tan mottles
2'-3'
48.5'
Light grey clay, no mottles
3'-4'
47.5'
Grey clay, few rhizospheres/mottles
4'-5'
46.5'
Grey clay, few mottles
5'-5.5'
45.5'
Wet silty grey clay
5.5'-6'
45.0'
Light grey silty sand, wet
6'-7'
44.5'
Brownish white sand, wet
The depth to standing water in the borehole was 60", elevation 45.5' (assumed datum).
The depth to the seasonal high groundwater at the boring location was 30 inches. This
depth corresponds to an elevation of 48.0 feet.
The site is suitable for the construction of a wet detention pond. However, the pond
surface water elevation is limited to an elevation of 48.5 feet due to the available outlet
elevation. The clay soil conditions will support this water level elevation.

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4096 $ouce Data: 9368 i 1000 ft Scale: 1: 25,000 Detail: 13-0 Dato: 99384