20010327 Ver 1_COMPLETE FILE_20010306

p?pF W A TFRpG Michael GF. Easley
overnor
C j 7? William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Q `C Kerr T. Stevens
1%140? Division of Water Quality
March 12, 2001
DW Q# 01-0327
New Hanover County
Jon T. Vincent
JTV Financial Management, Inc.
5315 S. College Road
Wilmington, NC, 28412
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Vincent:
You have our approval, in accordance with the attached conditions, to construct a piped stormwater discharge outlet
with a terminal flow dispersion structure of rip-rap in Spring Branch of Smith Creek in New Hanover County, as described in
application materials received by the Division of Water Quality on March 6, 2001. After reviewing your application, we have
decided that this work is covered by General Water Quality Certification Number 3288, which can be downloaded from our
web site at http://h2o.enr.state.nc.us/ncwetlands . This Certification allows to use Nationwide Permit Number 12 when the
Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with
your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge, State
Stormwater and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application for a new certification. If the property is
sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying
with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in
the attached certification and the additional condition listed below:
1. Anti-seep collars must be installed at the downstream wetland boundary and every 150 feet upgradient until the
pipe exits the wetland.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Dorney at 919-733-9646.
Attachment
Sincere)
to ens
cc: Corps of Engineers Wilmington Regulatory Field Office
Wilmington DWQ Regional Office
File Copy
Central Files
William Burnett, 7151 Market Street, Wilmington, NC, 28411
010327
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
COASTAL ENVIRONMENTAL SERVICES CO.
ENVIRONMENTAL CONSULTING
7151 Market Strout Wilmington, NC 29411
Ms. Angie Pennock
Biologist
Regulatory Division
US ARMY CORPS OF ENGINEERS
69 Darlington Avenue
Wilmington, NC 28403
()10327
Vtd
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February 26, 2001
RE: PRE-CONSTRUCTION NOTIFICATION APPLICATION
Market Street Business Center "
6005-6011 Market Street If. a
Wilmington, New Hanover County, NC
Dear Ms. Pennock:

Enclosed is an original and one (1) copy of the subject application (with attachments) for a Nationwide
Permit for a stormwater management and control project that will impact a very small portion of jurisdictional 404
wetlands on the subject property.
We have by copy of this letter also sent seven (7) copies of this same application package (with attachments) to Mr.
John Dorney with the NC Division of Environmental Management in Raleigh, NC.
The site is owned by JTV Financial Management, LLC, 5315 South College Road, Wilmington, NC 28412. Mr. Jon
T. Vincent is the contact person for the property owners and the individual that has signed the application.
The wetlands on the property have been delineated. The delineation has been approved by the US Army Corps of
En
ineers based on
our check of th
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e Notification of Jurisdictional t
r
Determination is attached to this application.
The proposed project consists of the construction of a piped stormwater discharge outlet with a terminal flow rT I __
dispersion structure with rip-rap in the branch of Smith Creek that traverses the property.
Figure 1 shows the location of the subject site on the Scotts Hill, NC 7.5 Minute Topographic Quadrangle.
Figure 2 shows the proposed project site plan with the delineated wetlands, proposed piped outlet and other existing
pertinent features. By necessity, this figure is 11" x 17" in format in order to show all the elements at a reasonable
scale.
There are 0.84 acre of delineated wetlands on this property of which only 0.05 acre (6 %) will be initially impacted
by the proposed project. However, once the required pipeline is installed, the disturbed area will be regraded to
match existing contours and the area disturbed during construction will revert back to 404 wetlands. Thus, the
long-term impacts of this project are deemed to be very minimal. The only permanent disturbance will be the
placement of rip-rap associated with the flow dispersion structure at the terminus of the pipeline. Such is required
by New Hanover County as a part of the stormwater management plan for the site. Siltation and erosion during
construction will be controlled by standard techniques.
The pipeline must be installed in the location noted on the plan due to the fact that there is insufficient fall in the line
to permit the discharge of stormwater outside of the wetland area. All other alternatives (including "No Action")
were studied extensively by the Engineers designing the project (Tripp Engineering) and were rejected due to
inadequate hydraulic considerations. The pipeline serving this project is designed to handle not only the stormwater
from the subject property but also from a large off-site drainage area east of Market Street.
SITE REMEDIATION • PERMITS • WETLANDS DELINEATIONS • EA/EIS PREPARATION
Ms. Angie Pennock, US ARMY CORPS OF ENGINEERS
February 26, 2001, Page 2.
Issuance of a Nationwide Permit for this work is respectfully requested
Please contact the undersigned or my associate, Mr. H. E. "Gene" Clifton, Jr., Environmental Specialist, if you have
any questions concerning this submittal.
Thank you.
Sincerely,
COASTAL ENVIRONMENTAL SERVICES COMPANY
William E. Burnett
Senior Environmental Scientist
WEB/bb/judrdpcns.doc
CC: Mr. Jon T. Vincent
JTV Financial Management, LLC
Mr. Phil Tripp, PE
Tripp Engineering
010327
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE
OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE
SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET).
PLEASE PRINT.
1. OWNERS NAME: ©`v T. U ?NG
2. MAILING ADDRESS: 3TY ) LL(2?
_63 l S SUNIVISION NAME:
CITY: L STATE: <!, ZIP CODE:
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : Clr--M-'r-_r_ I
(?Opb - ?ooll NAT S'ti??T j!U tL- (TA11aC9`l'?'N ? ? G
3. TELEPHONE NUMBER (HOME): (WORK):
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
S ?Y? c?S Cb ;.1?1s(. fl`?94 ?r STAR -r- , (JJ1?VJ.?NCsYo?l t?lG aSq- ( I
5. LOCATION OF WORK (PROVIDE A MAY, PRE ERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOG PHY WITH SCALE)::*
W /•^?????
COUNTY: jIvyJ ( µOV ? NEAREST TOWN OR CITY: l? c,
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.)
Lt-rW : No aZT44. '79 3 370 '37116

6. IMPACTED OR NEAREST STREAM/RIVER: S?R?\??Y ?? C Or?? CIS
RIVER BASIN: e
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY

(WS-I OR WS-II)? YES [ ] NO [X ) IF YES, EXPLAIN:
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO 1A
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 77 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION: nCU I01?J?-?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ ) NO [ X) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
Dv J0 Pfz0 SLAT -4,oaj 5 /o
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ) NO [xi IF YES, DESCRIBE ANTICIPATED WORK:
r
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:-
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: O.
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER: 1' l P rEL I M E ) N S-rkL,(„A-r7Q k/
DRAINAGE: TOTAL ACRES TO BE IMPACTED: O . © S /gG1Z 6:,
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION) : C t40 RC,A 70v-I, 1
LENGTH BEFORE: FT AFTER: FT l
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT
--? vtht64---- 2,4-1

AVERAGE DEPTH BEFORE:
FT AFTER:
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
9?8 t'Et
FT U 1,2 C N?ANC??1
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL ELEVATION: CONSTRUCTION OF A DAM/FLOODING: r?
OTHER: CPLRG&-44,09 47 OF FLOW 11. IF CONSTRUCTION OF A POND IS. PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING
..I -V?
TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT
TO BE USED (ATTACH PLANS: 8&e x 11" DRAWINGS ONLY) 0 2 K- GO 4 S 1.3 TS OF,
I
1 N sTAt_L(NTIot,i B;:' 1:)19c?4A2 G-c-- Pjf)r- (4-q'Rc-f)) W ITA
- --- -
.',Tj?i2_mjNAL_ F"Low 12)SS6 2Al--DK'C'0NS)STytJG. Off' 12 ?P- fZA?r;
PIPE Li?J E WILL 2r= /NST'ALLED 0Sj0C, A 13ACk/40G .
Q?
13. PURPOSE OF PROPOSED WORK:
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS): E
7-0 S l TE 1-4 1 D 2 ALA L IC S rn- A P E C- /1)E pA U ,5-r
PIA CeD I N3 LA)E-T-LANJI:?>,73 (S-EE Ar
LA C,/4p--D C'6uep,
LE t rErz ) , P ? PEL ?1E C(
WILL REVC
1B Ac_K i"-C) W G-FL-AQ bS u Po tJ CUM PLGnpA1 0 F C0 NS`s' bcx0?i
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION bFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: QQ $'° ATTAc'fA&l> C opq o CLEAaAu c?
/L N c -D jQ'sy o? W ?U l-Tu?l
16. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC r- 6S oN
.? pR? 33
(STATE) LAND? YES [ ] NO [ x] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT
PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT?
YES [ ] NO [ ]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ ] NO [
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE
NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS.
CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF
ADMINISTRATION, 1302 Marl Service Center, RALEIGH, NORTH CAROLINA 27699-1302,
TELEPHONE [phone].
17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL
STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP.
MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? C O VJ?,??G(L
?`?t lb?Tt A-t_
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.

NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, AND
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION.
u? GC'L
0 'S T'S SI NATURE DA YE
( E T'S SIGNATURE VALID ONLY
IF A HORIZATION LETTER FROM
TH NER IS PROVIDED (18G.))

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NOTE ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE
CITY OF WILMINGTON TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL -___
_
_________________ 1
_______J____-___________ I
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--_____- .
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NOTE PRO.ECT WILL COMPLY WITH CITY CROSS CONNECTION CONTROL REQUIREMENTS, z a es Road SR 212
Jud 7
910-343-3910. IF WATER IS NEED FOR CONSTRUCTION, CONTRACTOR SHALL (•
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PROVIDE A RPZ BACKFL.OW PREVENTION DEVICE BEHIND THE METER.
NOTE: AT COUNTY SOLI: DISCRETION, OWNER WILL HAVE TO CAMERA IF LEAKS ARE +? ry
mr?
+r' uln 0? 9a
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FOUND. COUNTY WILL INSPECT SEWER AND SEWER GUARDS FOR INFILTRATION
_________ ______ _____ _________ ___ __
AND INFLOW. LINE
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NOTE CONTRACTOR SHALL,j<gNT1CT CITY,j(yN tj Iy&1ECIQR, RIU-_Q% AE{IS$` _ _ _ _ _
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N c US GEOLOGICAL SURVEY TOPOGRAPHIC MAP
(SCOTTS HILL & WRIGHTSVILLE BEACH 7.5 MINUTE QUADRANGLES)
QUADRANGLE LOCATION >SCAIES a 2000, APPROVED BY• DRAWN BY WEB
J- SCOTTS HILL, IV, C. REV??
SE/4 ROCKY POINT 15' QUADRANGLE DATE: II-27-00
N3415-W7745/7.5
PRECONSTRCTION NOTIFICATION APPLICATION
1970 MARKET STREET BUSINESS CENTER, WILMINGTON, NC
AMS 5452 IV SE-SERIES V842 1 DRAWING NUMBER
COASTAL ENVIRONMENTAL SERVICES CO. FIGURE 1
ENVIRONMENTAL CONSULTING WILMINGTON, NORTH CAROUNA
0_ 624!20:01 12: 54 +9'33025 JTV MANAGDOU4T PAGL 02102
W rw W v "kV 'r Q?Ct? j6?Ph
rJ ?tcr lvn.l?t FAG ER ER C1-8321
w ?' d Received 12/12'00
Due 12/22/00
me 6% all 8-8161
North Carolina Department of Cultural Resources '11 "``
State Historic Presemation Office rr '?f
David L. S. Brook, Administrator
James B. Hunt Jr.., Governor NATIdI?rVG'IDE PERMIT M VIEW
Division of Archives and History
Betty Ray McCaSecretary
Jeffrey;. Crow, Director
APPLICANT
Project Location:
Proposed Project:
JTV Pinanc ial Management
5315 South College Rd
''rrhnington, NC 28412
Jon T. Vincent
New Hanover Counq-

Construct 2 stormwater retention ponds, Market Street
Business Center
We have received the application for the above projcct from the Division or Environrrez7.ta1
Managernerlt and our cormvents are noted below.
_Additional information is needed (reaps, photographs, other)
` Na comment

\Vc have' reviewed the requested information and have no comment
t, r
Signed 11.1 .
Renee Gledhill-Earley
Envrionruental Review Coordinator
Historic Preservation Office
919/7334763
PAX 919/733-8653
Date i i z-
DEC 2 0 2000

T Lecation afatlldg Addrae6 TelerioarTax
ADMINIS
, RATION
%RC9AE0L0GY N. Mount St.; Raleigh NC
8i
$ 4617 Mail Serv ce Cwter. Raleigh NC 276994617 /9;9} 733.476; • 733.8653

RESTOA,010N ount
t, Ra;aigh NC
5!? h. Blount St, Ralciah Ne 4019 Masi Service Center, ttalsiah NC 27699-4619
4613 Mai! Ser.,ice Center
Raleigh NC 27699-4613 ;919; 733-7342 M-2671
9

SURVEY & FLA7QNINC;
`!`• N. 81ctnt St_. Ra:eig]i 'Nc ,
46618 Vtil Service Cantor, Raleigh NC .'699-4618 19; 733-6-547 • 115-4801
1
191?l 733-b545 ?I $_4grJ;
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id.: 200001640 County: New Hanover Quad: SCOTTS HILL
Notification of Jurisdictional Determination
Property owner: JTV Financial Management, LLC Authorized Agent: Coastal Environmental Services Co.
Address: Attn: John T. Vincent Attn: H. E. Clifton
5315 South College Road 7151 Market Street
Wilmington, NC 28412 Wilmington, NC 28411
Telephone Number: [phone]
Zone: 18 UTM: North: 3793870 East: 237118
Size and Location of Property(waterbody, Highway name/number, town, etc.): 11.55 acres north of Hwy 17 (Market Street),
NE of Judges Road, adjacent to and crossing Spring Branch in Wilmington, New Hanover County, North Carolina.
Basis for Determination: The site described above is a wetland (see attached wetland data sheets) that is part of a broad
continuum of wetlands associated with Spring Branch, a tributary of Smith Creek, a tributary of the Cape Fear River.
Indicate Which of the following apply:
we stFenb1J o, have the line surveyed f' final approval by the Corp" The n_
y
• The wetlands on your lot have been delineated, and the limits of Corps jurisdiction have been explained to you.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
404 of the Glean Water Act (33 USG 1144). UrAess there is a ehange in the law OF our published regulations, this
deterniinatien rflay be relied upon for- a period not to exceed three years from the date of this notification.
:Pie project is loeated in one of the 20 Coastal Counties. You should contaet the nearest State Offlee of Coasta
Management to determine their requiffements.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required
for work on the property restricted entirely to existing high ground. If you have any questions regarding the
Corps of Engineers regulatory program, please contact Angie Pennock at [phone].
Property owner/Authorized Agent Signature P j t Man er gnature
1/-V1 V4 47
Date 30 October 2000 Expiration Date 30 October 20005
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM.
Applicant: JTV Financial Management, LLC F Date: 10.30.00
Attached is: See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of permission) A
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SEC: ONT`I Th6follo n "Zientiltcs'Vourlit
htS and 01)t10i]S FC ttl iiigGdtistratiV c al?peal"?f;thc, ?lbo T
dcc s on Addtitonal? pn may.bc_found nthttp://us3ce -tii my n11 c 1y/cccwo/ ego
Cop regtilations`?at?3 art,331.. =t --';+z w?F
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accepttlid permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this
form and sending the form to the division engineer. This form must be received by-the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.
10
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is alread in the administrative record.
l

:' IbNS:O
-1W WAS
If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may
process you may contact: also contact:
Ms. Angie Pennock
United States Army Corps of Engineers or [phone]
Wilmington District, Regulatory Division
69 Darlington Avenue
Wilmington, NC 28402-1890
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: 11.55 acres-Market Street Business Center
Applicant / Owner: Mr. Jon T. Vincent. Wilmington, NC County: NewHan
Investigator: William E Burnett CESCO Wilmington NC State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes X No Transect ID:
r
Is the area a potential problem area? Yes X No Plot ID:
(see explanation below under remarks)
VEGETATION
t)ornlnant Ptant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Taxo&um distichum IS OBL 9.
2._ Acer Rubrum L. T/S FAC 10.
3. Platanus occidentalis T/S FACW 11.
4. Toxicodendron vernix Shr OBL 12.
5. Woodwardia areolata Emer FACW 13.
6. Smilax rddentifolia Herb FAC 14.
7. Taxicodendron radicans Vine FAC 15.
8. Sciryus cyperinus Emer FACW 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 91%
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are Classified as
FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken in wooded area
immediately adjacent to Spring Branch of Smith Creek
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
- Stream, Lake, or Tide Gauge
- Aerial Photographs Primary Indicators:
_ Other _ Inundated
---X -Saturated in Upper 12"
X No Recorded Data Available x Water Marks
Drift Lines
Field Observations: Sediment Deposits
x Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.)
Secondary Indicators:
Depth to Free Water in Pit: 0_9 (n.) x Oxidized Roots Channels In Upper 12"
- Water-Stained Leaves

Depth to Saturated Soil: 049 (in.) X Local Soil Survey Data
- FAC-Neutral Test
Other (Explain In Remarks)
Remarks: Wetland Hydrology Present Based Upon the Presence of 3 Primary and 2 Secondary
Hydrology
Indicators. Delineated
segment of site is flooded by Spring Branch early in growing treason and daring Hurricane
conditions in part due to a now restriction (collapsed storm drain) under judges Road
SOILS
Map Unit Name
(Series and Phase): Murville (Mu) Drainage Class: Poorly Drained
Taxonomy (Subgroup): Tvoic Hanlaq uods Confirm Mapped Type? Yes X No
Profile Description:
Depth Matrix Colors
(inched Horizon (Mansell Moist) Mottle Colors Mottle Texture, Concretions,
(Mansell Moist) Abundance/Contrast Structure, etc.

0-2 01 Not determined _
N/A N/A decayed vegetation
2-8 Al N 2/0 N/A N/A fine sand
8-45 132h 10 YR 2/1 N/A N/A fine sandy loam
Hydric Soil Indicators:
- Histosol -Concretions
_ Histic Epipedon X High Organic Content in Surface Layer in Sandy Soil
x Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime X Listed On Local Hydric Soils List
x Reducing Conditions X Listed on National Hydric Soils List
-Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks: Hydric Soils present in wetlands area. Majority of soil grains are coated in 8" to 12" BLS.

WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes X No Within a Wetland? Yes X No
Hydric Soils Present? Yes X No
Remarks: Delineated wetland area is subject to flooding during severe rainfall events (hurricanes, etc.) due in
part to a flow restriction (collapsed storm drain) under Judges Road
Site has been previously disturbed. A portion of the delineated wetland is a man-made stormwater retention pond
that has reverted to a wetland with open water.
Lynchburg series
NEW HANOVER, NORTH CAROLINA
The Lynchburg series consists of somewhat poorly
drained, moderately permeable, nearly level soils on
smooth flats of uplands. Slopes are 0 to 2 percent
Typical pedon of Lynchburg fine sandy loam 1 mile
south of Wrightsboro along State Road 1318, on west
bank of road opposite State Road 1386 junction:
Ap-0 to 6 inches, grayish brown (10YR 5/2) fine sandy loam; weak
medium granular structure; very friable; few fine roots; medium
acid; abrupt smooth boundary.
1321t-6 to 12 inches, very pale brown (10YR 7/4) sandy clay loam; weak
fine subangular blocky structure; very friable; medium acid; gradual
wavy boundary.
B22tg-12 to 20 inches, brownish yellow (10YR 6/6) sandy clay loam;
many medium faint light gray (10YR 7/1) and reddish yellow
(7.5YR 7/8) mottles; weak medium subangular blocky structure; thin
patchy clay films on faces of peds; strongly acid; gradual wavy
boundary.
B23tg-20 to 30 inches, brownish yellow (1OYR 6/8), light gray (10YR
712), and yellowish red (5YR 5/8) sandy clnny loam; moderate medi-
um subangular blocky structure; friable; patchy clay films on faces
of peds; strongly acid; gradual wavy boundary.
B24tg-30 to 40 inches, gray (N 5/6), brownish yellow (10YR 6/8), and
reddish yellow (7.5YR 718) clay loam; moderate medium subangular
blocky structure; friable, sticky when wet; continuous clay films on
faces of peds; root channels filled with dark gray silt, clay, and very
fine sand; strongly acid; gradual wavy boundary.
II133-40 to 64 inches, light gray (N 7/0) and yellow (10YR 7/8) clay
loam; weak thin platy structure; very fine sand coatings between
platy layers; plastic when wet, hard and brittle when dry; very
strongly acid.
The Ap or Al horizon is dark gray, dark grayish brown, or grayish
brown sandy loam, fine sandy loam, or loamy fine sand. The 1321t and
B22tg horizons are very pale brown, light yellowish brown, and
brownish yellow, and the 1323tg and 1324tg horizons are light gray, gray,
grayish brown, brownish yellow, reddish yellow, or yellowish red. The
132t horizon is chiefly sandy clay loam or clay loam. The C horizon, if
present, is gray or light gray fine sandy loam, loamy sand, clay, or silty
clay stratified with sandy material.
The upper part of the B horizon has high chroma colors to a,slightly
greater depth than is defined as within the range for the series. This
difference, however, does not significantly alter usefulness or behavior.
Lynn Haven series
The Lynn Haven series consists of poorly drained,
moderately permeable and moderately rapidly permeable,
nearly level soils in flat or depressionai areas of uplands.
Slopes are less than 2 percent.
Typical pedon of Lynn Haven fine sand on west side of
North Carolina Highway 132, 1.06 miles north of junction
with U.S. Highway 421, at northeast corner of church
property:
AI-0 to 18 inches, black (10YR 2/1) fine sand; weak medium granular
structure; very friable; many fine roots; organic material gives
loamy sand appearance; extremely acid; gradual wavy boundary.
` A2-18 to 24 inches, gray (10YR 6/1) fine sand; single grained; loose;
few fine roots; extremely acid; gradual wavy boundary.
821h-24 to 31 inches, black (5YR 2/1) sand; massive; friable, weakly ce-
mented; some streaks and pockets of A2 material, apparently in old
root channels; very strongly acid; gradual wavy boundary.
BM-31 to 50 inches, black (5YR 2/1) and dark brown (10YR 4/3) sand;
massive; friable, loose to weakly cemented; very strongly acid;
gradual wavy boundary.
27
B23h-50 to 58 inches, dark brown (10YR 4/3) and brown (IOYR 5/3)
sand; single grained; loose; very strongly acid; gradual wavy boun-
dary.
C1-58 to 64 inches, pale brown (10YR 6/3) sand; single grained; loose;
very strongly acid; gradual wavy boundary.
C2-4A to 75 inches, interbedded light brownish gray UOYR 612) sandy
loam and dark greenish gray (5GY 4/1) sandy clay; strongly acid.
The Al horizon is very dark gray or black sand, loamy fine sand, or
fine sand. The A2 horizon is gray, light gray, or white sand or fine sand.
The Bh horizon is black, dark reddish brown, dark brown, or brown sand
or fine sand. The C horizon is pale brown, light brownish gray, dark
greenish gray, gray, or light gray sand, fine sand, sandy loam, or sandy
clay.
Murville series
The Murville series consists of very poorly drained,
moderately rapidly-permeable, nearly level soils on flats
or in slight depressions on uplands. Slopes are 0 to 2 per-
cent.
Typical pedon of Murville fine sand about 0.5 mile
north of junction of U.S. Highway 421 and North Carolina
Highway 132 along North Carolina Highway 132 and east
1,600 feet in wooded area along canal:
01-0 to 2 inches, partially decayed leaves, moss, and twigs.
A1-0 to 8 inches, black (N 2/0) fine sand; weak fine granular structure;
soft, very friable; many roots; many clean quartz grains; loamy feel
and appearance results from organic matter content; very strongly
acid; clear wavy boundary.
B2h--8 to 45 inches, black (10YR 2/1) fine sand; massive; soft, very fria-
ble; few roots in upper part, sand grains mostly have dark films or
coatings; few clean quartz grains; loamy feel and appearance results
from organic matter content; very strongly acid; gradual wavy
boundary.
C1--45 to 56 inches, pale brown (10YR 6/3) fine sand; single grained;
loose; streaks of light gray (10YR 7/1); few old root channels; very
strongly acid; clear wavy boundary.
IIC2-56 to 60 inches, pale brown (10YR 6/3) sandy clay loam and sandy
loam; streaks and splotches of light gray (10YR 7/1); massive; fria-
ble; strongly acid; clear wavy boundary.
IIIC3-60 to 70 inches, pale brown (10YR 613) fine sand; single grained;
loose; strongly acid.
The 01 horizon is absent in some areas or blends into the mass of
roots in the upper few inches of the Al horizon. The Al horizon has a
loamy feel because of the. organic matter content. It is sand or fine sand.
The Al horizon is black and has few to many clean quartz grains. It
rests on a Bh horizon or has an intermittent A2 horizon a few centime-
ters thick in places. Transitional horizons (133h) are in pedons that have
a thinner 132h horizon. The Bh horizon is black or very dark gray. The
sand grains are mostly coated with an organic film, but in some pedons
this horizon has very thin discontinuous lamellae of clean quartz grains.
The C horizon is light gray, gray, light brownish gray, grayish brown,
pale brown, and very pale brown. The C horizon is dominantly fine sand,
but lenses and layers of loamy textured material occur in places below a
depth of 50 inches.
Newhan series
The Newhan series consists of excessively drained,
very rapidly permeable, gently sloping soils on dunes, on
beaches, and along waterways near the Atlantic Ocean.
Slopes are 2 to 6 percent.
Typical pedon of Newhan fine sand at north end of
Carolina Beach about 0.4 mile north of fishing pier and
0.2 mile west of surf in area of beach dunes:
COASTAL ENVIRONMENTAL SERVICES CO.
•
Ms. Angie Pennock
Biologist
Regulatory Division
US ARMY CORPS OF ENGINEERS
69 Darlington Avenue
Wilmington, NC 28403
RIMRONMSNTLL CONSULTING
7151 Market Street Wilmington, NC 18411
010327
RE: PRE-CONSTRUCTION NOTIFICATION APPLICATION
Market Street Business Center
6005-6011 Market Street
Wilmington, New Hanover County, NC
Dear Ms. Pennock:
February 26, 2001
6

Enclosed is an original and one (1) copy of the subject application (with attachments) for a Nationwide
Permit for a stormwater management and control project that will impact a very small portion of jurisdictional 404
wetlands on the subject property.
We have by copy of this letter also sent seven (7) copies of this same application package (with attachments) to Mr.
John Domey with the NC Division of Environmental Management in Raleigh, NC.
The site is owned by JTV Financial Management, LLC, 5315 South College Road, Wilmington, NC 28412. Mr. Jon
T. Vincent is the contact person for the property owners and the individual that has signed the application.
The wetlands on the property have been delineated. The delineation has been approved by the US Army Corps of
Engineers based on your check of the delineation in the field A copy of the Notification of Jurisdictional
Determination is attached to this application.
The proposed project consists of the construction of a piped stormwater discharge outlet with a terminal flow
dispersion structure with rip-rap in the branch of Smith Creek that traverses the property.
Figure 1 shows the location of the subject site on the Scotts Hill, NC 7.5 Minute Topographic Quadrangle.
Figure 2 shows the proposed project site plan with the delineated wetlands, proposed piped outlet and other existing
pertinent features. By necessity, this figure is 11" x 17" in format in order to show all the elements at a reasonable
scale.
There are 0.84 acre of delineated wetlands on this property of which only 0.05 acre (6 %) will be initially impacted
by the proposed project. However, once the required pipeline is installed, the disturbed area will be regraded to
match existing contours and the area disturbed during construction will revert back to 404 wetlands. Thus, the
long-term impacts of this project are deemed to be very minimal. The only permanent disturbance will be the
placement of rip-rap associated with the flow dispersion structure at the terminus of the pipeline. Such is required
by New Hanover County as a part of the stormwater management plan for the site. Siltation and erosion during
construction will be controlled by standard techniques.
The pipeline must be installed in the location noted on the plan due to the fact that there is insufficient fall in the line
to permit the discharge of stormwater outside of the wetland area. All other alternatives (including "No Action")
were studied extensively by the Engineers designing the project (Tripp Engineering) and were rejected due to
inadequate hydraulic considerations. The pipeline serving this project is designed to handle not only the stormwater
from the subject property but also from a large off-site drainage area east of Market Street.
r-r7 -D
SITE REMEDIATION' PERMITS' WETLANDS DELINEATIONS ` EA/EIS PREPARATION
Ms. Angie Pennock, US ARMY CORPS OF ENGINEERS
February 26, 2001, Page 2.
Issuance of a Nationwide Permit for this work is respectfully requested
Please contact the undersigned or my associate, Mr. H. E. "Gene" Clifton, Jr., Environmental Specialist, if you have
any questions concerning this submittal.
Thank you.
Sincerely,
COASTAL ENVIRONMENTAL SERVICES COMPANY
William E. Burnett
Senior Environmental Scientist
WEB/bb/judrdpcns.doc
CC: Mr. Jon T. Vincent
JTV Financial Management, LLC
Mr. Phil Tripp, PE
Tripp Engineering
010327
DEM ID: CORPS ACTION ID:
NATIONWIDE PERM T REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE
OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE
SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET)
PLEASE PRINT.
1. OWNERS NAME : ©' T U (N c t-jr
2.
3
4
5.
MAILING ADDRESS: 7TV FWAW c101rt,.. ?Vt? V????T?? LL C-
.53 S S. COLW---Gr-- ?P'Q" SU$1?IVISION NAME: N
CITY: L STATE: N C_ ZIP CODE:
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) :
600i?;-Boll
TELEPHONE NUMBER (HOME): (WORK):
IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER: to(LL1W r--=. 'g XA"-r----rr ?,47*,1r. - V? 10J N, L
LOCATION OF WORK (PROVIDE A MAY, PRErERABLY A COPY OF
AERIAL PHOTOG PHY WITH SCALE):"
COUNTY: j4p,_0 40'goVE5?- NEAREST TOWN OR CITY:

SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.)
0005 - (Qb S 1 J ?t??T S't7 T /?T ?LI?jG?-?S Row>
U7N\ : NO RT+4 : 37(73370 -3 7 N 6
1--l c-,

6. IMPACTED OR NEAREST STREAM/RIVER: O? ePM\_T_4 C.- k-
RIVER BASIN: ct4Nlr__ F5,A-Pl
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY

(WS-I OR WS-II)? YES [ ] NO [ ] IF YES, EXPLAIN:
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [x]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 77 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION:
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ ] NO [ X] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
D W Q 1 1L o J^p c-r :9-(00/ s to
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ] NO [xi IF YES, DESCRIBE ANTICIPATED WORK:

9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER: P j P r L/ Nr= I NST-A L AT/O
DRAINAGE: TOTAL ACRES TO BE IMPACTED: Q. © 5 AP'?r,
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION) : (No R??.oGArt70M l
LENGTH BEFORE: FT AFTER: FT /
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT

AVERAGE DEPTH BEFORE:
FT AFTER:
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
q?8 t-4t
FT U l?l C (?ANCt??
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL ELEVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: (p1 LRGe-.j4,V=k -`T OF FL oui ix S5I PATP
11. IF CONSTRUCTION OF A /POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING
TO THE POND? X/
-r
WHAT IS THE EXPECTED POND SURFACE AREA? ry /q
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT
TO BE USED (ATTACH PLANS: 8'&" x 11" DRAWINGS ONLY) :, W O (Z I5 C04 S 1.S rS OF
tJ sT'A LLA770 ,j b;:? lD i.Sc14AR G-c Pi1P r-- (4-(g # Rc- 1n? ITA
7-E2M?n1AL F'LoW )SS6 QATOK 'C owS;STj tj CAF IP- fzAQ
?iPG LINE WILL 29 JNJ S --ALIrD -dSiO& A .13AckAoG-- v
13. PURPOSE OF PROPOSED WORK: 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT'iI-N?
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS): J./ Ll E
7"b ,5 1 Tom, 1-? DRALALIC s . PIPE L/AJE MU 5-r -13 E-
Pj,A CrG? L W ET'LA&J -p s (SEE A r rA c-14 ZD C,&J ek-
LErrEfj ). PIPF-L yip- COR-Q.oP-,-WILL. )REVG ..T' IB AC-K ;-? W 57F L Q?S uPo n! &oM PL9npt\J of c0 <7fZbc-v s,
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION UFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
-r-C-- ATTPL fAED "Pte( e CLEAaAu e-G7
DATE CONTACTED: i? Z OO 2 NC ?j?IS?OhI ?F C-uUTA'A E
16. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (L C ON

(STATE) LAND? YES [ J NO [x] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT
PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT?
YES [ ] NO [ )
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ ] NO [ ]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE
NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS.
CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF
ADMINISTRATION, 1302 Marl Service Center, RALEIGH, NORTH CAROLINA 27699-1302,
TELEPHONE [phone].
17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL
STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP:
MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? ?plM??.C(L
St WoTt A-t_
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?

g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.

NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, AND
2) EITHER TH ISSUAN E OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUA ITY) CERTIFICATION.

OW S/9GENT' S S!IGFATURE
( E T'S SIGNATURE VALID ONLY
I AU HORIZATION LETTER FROM
T 0 NER IS PROVIDED (18G.))
e. / ? d
DATE

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LANDSCAPING AREA REWIRED: 8148 SF
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LANDSCAPING AREA PROVIDED: 8210 SF -? 1

NOTE ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE
CITY OF WILMINGTON TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL ___________ _____ _____ ____________J_- -__L___-____________ -___ _______- _.'.? I •y'?
NOTE: PROJECT WILL COMPLY WITH CITY CROSS CONNECTION CONTROL REQUIREMENTS,
910-343-3910
IF WATER IS NEED FOR CON
TR
CT
N
T
TR u
C Judges Road SR 2127

.
S
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IO
OR SHALL
PROVIDE A RPZ BACKFLOW PREVENTION DEVICE BEHIND THE METER. 0
NOTE AT COUNTY SOLE DISCRETION, OWNER WILL HAVE TO CAMERA IF LEAKS ARE +?' +? wl^ +? µ"7a 3°j 39
FOUND. COUNTY WILL INSPECT SEWER AND SEWER GUARDS FOR INFILTRATION _____________ _____ _____ _______________ +
_____ +
___ ______ ________ _
AND INFLOW X

NOTE: CONTRACTOR SHALL
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ENTRANCE SEE SHEET C1A
FOR TURN LANE
NOTE: DROP INLETS WITHIN RIGHT-OF-WAY
TO BE NCDOT STD. 840.15 AND FRAME
AND CRATES TO NCDOT STD. 840.16.
NOTE: STORY DRAIN MANHOLE WITHIN RIGHT-OF-WAY
TO BE NCDOT STD. 840.34 AND MANHOLE
COVER AND FRAME TO NCDOT STD. 840.54.
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LEGEND
.._ -32--- - EXISTING CONTOUR
'bAJ EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
® DROP INLET W/INLET PROTECTION
STORMWATER RUNOFF DIRECTION

(175) nO
LANDSCAPING W/AREA Y
LIMITS OF DISTURBANCE
EXISTING TREES TO DE REMOVED
TEMPORARY SILT FENCE
rH.t. POLY c
FEB 0 9 2N':
REVISIONS
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".c } US GEOLOGICAL SURVEY TOPOGRAPHIC MAP
(SCOTTS HILL & WRIGHTSVILLE BEACH 7.5 MINUTE QUADRANGLES)
QUADRANGLE LOCATION - C 2000' APPROVED BY• DRAWN BY WEB
SCOTTS HILL, N. C. "'?`?' 1
SE/4 ROCKY POINT 15' QUADRANGLE DATE: 11'27' REVISED
N3415-W7745/7.5
PRECONSTRCTION NOTIFICATION APPLICATION
1970 MARKET STREET BUSINESS CENTER, WILIVIINGTON, NC
AMS 5452 IV SE-SERIES V842 ORAWINGNUMBER
COASTAL ENVIRONMENTAL SERVICES CO.
ENVIRONMENTAL CONSULTING WILMINGTON, NORTH CAROLINA FIGURE 1
@_!2412001 54 :179330.2:5 JTV MANAGEMENT PAGE 02/02
VFW WV • -(V P i, 141ph
CJ fc c lfi?•1aq ?7G?C ER ER C1-8321
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Received 12112/00
DW 12%22/00
Illc '$ atlOZ161
North Carolina Department of Cultural Resources '`1'"`
State Historic Preservation Office
David L. S. Brook, Administrator
James B, Hutit Jr., Governer 'VATIOI?TVG'IDE PERMIT MEW Division of Archives and History
Betty Ray'.gcCairI., Secte>.ary
Jeif_*eyi. Crow; Director
APPLICANTI JTV Financial Management
5315 South College Rd
W"Amington, NC 28412
Jon T. Vincent
a
Project Location: New Hanover County
Proposc:l. Project: Construct 2 stormwater retention ponds, Market Street
Business Center
We have received the application for the above project from the Division of Enviro_*Itnemtal
1vlanagemem and our eon=ents are noted below.
--Additional information is needed (!;naps, photographs, other)
t No comment
We have'-reviewed the regttested information and have no comment
r
Signed - V-;-.( 100
Remee Gledhill-Earley
Envrionmental Review Coordinator
Historic Preservation Office
919/7334763
FAX [phone]
Date 1 (N
DEC 2 0 2000
DEC 1 8 2WO

ADMINISTRATION Lrtatinn
t9" IN. Siount St,
Raleigh NC AfAlltdg Address
4607 Mail Servict Cemter
Raleigh NC 27699
4617 Te)opitonelFax
r

?RCHwEO)LOGY
RI3STOA
4TIO.
,.;. K. Blount St,
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na:.FighNC ,
-
4619 )vTail Service Center, Raleigh NC 27699-4610 y'9} 733-4763 • 733-8653
;910'; 733-7342 • 713-2671
.
SURVEY & PLANNING I
N. $)ctnt St,
. +'. N. BicLnt 5t Raleigh NC
R8'E .01 'NC 4613 Mai! Service Center, Raltigl± NC 27699-4613
4618 M6
S ;914; 733-6547 - 715-4501
. 1
ervice Center, Rale+gl, NC :7699-461R 19'
(9 1133-4545 • 71$-4871
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id.: 200001640 County: New Hanover Quad: SCOTTS HILL
Notification of Jurisdictional Determination
Property owner: JTV Financial Management, LLC Authorized Agent: Coastal Environmental Services Co.
Address: Attn: John T. Vincent Attn: H. E. Clifton
5315 South College Road 7151 Market Street
Wilmington, NC 28412 Wilmington, NC 28411
Telephone Number: [phone]
Zone: 18 UTM: North: 3793870 East: 237118
Size and Location of Property(waterbody, Highway name/number, town, etc.): 11.55 acres north of Hwy 17 (Market Street),
NE of Judges Road, adjacent to and crossing Spring Branch in Wilmington, New Hanover County, North Carolina.
Basis for Determination: The site described above is a wetland (see attached wetland data sheets) that is part of a broad
continuum of wetlands associated with Spring Branch, a tributary of Smith Creek, a tributary of the Cape Fear River.
Indicate Which of the following apply:
wetlands. Onee youf eensultant has flagged a wetland line on the property, Ger-ps staff%ill review it, and, if it is aeourate,
we strongly Fecommend that you have the line sun,eyed for final approval by the Corps. The Corps -Ail! not make a final
The wetlands on your lot have been delineated, and the limits of Corps jurisdiction have been explained to you.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
404 of the Clean Water Aet (33 USC; 1344). Uptless there is a ehange in the law or- our- published regulations, this
detemiinatien my be relied upon for- a period not to exeeed three years from the date efdlis notifiroation.
The pr-ojeet is located in one of the 20 Coastal Counties. You should eontact the nearest State Offiee of Goasta
Management to deterniine their re
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required
for work on the property restricted entirely to existing high ground. If you have any questions regarding the
Corps of Engineers regulatory program, please contact Angie Pennock at [phone].
Property owner/Authorized Agent Signature tP 7%t Man er gnature
Date 30 October 2000 Expiration Date 30 October 20005
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM.
Applicant: JTV Financial Management, LLC File Number: 200001640 Date: 10.3
Attached is: See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of permission) A
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
as w „ ? ur,Mpplir n» 7 7i
O ?The? ollo?y.?n idcnttfi`es oursghts'and oAtio seg1n (lnadillitiistiativeKa`hal?,?'hmboe
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A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein
you may request that
,
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.

REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarif the location of information that is already in the administrative record.

If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may
process you may contact: also contact:
Ms. Angie Pennock
United States Army Corps of Engineers or [phone]
Wilmington District, Regulatory Division
69 Darlington Avenue
Wilmington, NC 28402-1890
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
l-llVnd) M/2i ,001
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: 11.55 acres-Market Street Business Center
Applicant / Owner: Mr. Jon T. Vincent. Wilmington. NC unty:
E
Investigator: William E. Burnett, CESCO Wilmington. NC NC
state:
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes X No Transect ID:
_
Is the area a potential problem area? Yes X No Plot ID:
(see explanation below under remarks)
VEGETATION
Dominant Plant Specles Str to um indicator Dominant Plant Snecles Stratum dln Icator
1. Taxodium distichum T/S OBL 9.
2._ Acer Rubrum L. T/S FAC 10.
3. Platanus occidentalis T/S FACW 11.
4. Toxicodendron vernix Shr OBL 12.
5. Woodwardia areolata Emer FACW 13.
6. Smilax rddentifolia Herb FAC 14.
7. Taxicodendron radicans Vine FAC 15.
8. Scirnus cyperinus Emer FACW 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 91%
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are Classified as
FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken in wooded area
immediately adjacent to Spring Branch of Smith Creek
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
- Stream, Lake, or Tide Gauge
- Aerial Photographs Primary Indicators:
- Other _ Inundated

X No Recorded Data Available X Saturated in Upper 12"
X Water Marks
Drift Lines
Field Observations: - Sediment Deposits
X Drainage Patterns In Wetlands
Depth of Surface Water: N/A (in.)
Secondary Indicators:
Depth to Free Water in Pit: 0
9 rUL) x Oxidized Roots Channels In Upper 12"
_ - Water-Stained Leaves

Depth to Saturated Soil: 0-9 (in
) X Local Soil Survey Data
. _ FAC-Neutral Test
- Other (Explain In Remarks)
Remarks: Wetland Hydrology Present Based Upon the Presence of 3 Primary and 2 Secondary Hydrology
Indicators. Delineated segment of site is flooded by Spring Branch early in growing season and during Hurricane
conditions in part due to a flow restriction (collapsed storm drain) under judges Road
SOILS
Map Unit Name
(Series and Phase): Murville (Mu) Drainage Class: Poorly Drained
Taxonomy (Subgroup): Tyl& Haplaq uods Confirm Mapped Type? Yes X No
Profile Description:
Depth Matrix Colors
(inches) Horizon (Munseli Moist) Mottle Colors Mottle Texture, Concretions,
(Munsell Moist) Abundance/Contrast Structure, etc.
0-2 Ol Not determined N/A N/A decayed vegetation
2-8 Al N 2/0 N/A N/A fine sand
8-45 B2h 10 YR 2/1 N/A N/A fine sandy loam
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon X High Organic Content in Surface Layer in Sandy Soil
X Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime X Listed On Local Hydric Soils List
X Reducing Conditions X Listed on National Hydric Soils List
-Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks: Hydric Soils present in wetlands area. Majority of soil grains are coated in 8" to 12" BLS.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes X No Within a Wetland? Yes X No
Hydric Soils Present? Yes X No
Remarks: Delineated wetland area is subject to flooding during severe rainfall events (hurricanes, etc.) due in
part to a flow restriction (collapsed storm drain) under Judges Road
Site has been previously disturbed. A portion of the delineated wetland is a man-made stormwater retention pond
that has reverted to a wetland with open water.
Lynchburg series
NEW HANOVER, NORTH CAROLINA
The Lynchburg series consists of somewhat poorly
drained, moderately permeable, nearly level soils on
smooth flats of uplands. Slopes are 0 to 2 percent
Typical pedon of Lynchburg fine sandy loam 1 mile
south of Wrightsboro along State Road 1318, on west
bank of road opposite State Road 1386 junction:
Ap-0 to 6 inches, grayish brown (10YR 5/2) fine sandy loam; weak
medium granular structure; very friable; few fine roots; medium
acid; abrupt smooth boundary.
13211-6 to 12 inches, very pale brown (10YR 7/4) sandy clay loam; weak
fine subangular blocky structure; very friable; medium acid; gradual
wavy boundary.
B22tg-12 to 20 inches, brownish yellow (10YR 6/6) sandy clay loam;
many medium faint light gray (10YR 7/1) and reddish yellow
(7.5YR 7/8) mottles; weak medium subangular blocky structure; thin
patchy clay films on faces of peds; strongly acid; gradual wavy
boundary.
B23tg-20 to 30 inches, brownish yellow (10YR 6/8), light gray (10YR
7/2), and yellowish red (5YR 5/8) sandy clay loam; moderate.medi-
um subangular blocky structure; friable; patchy clay films on faces
of peds; strongly acid; gradual wavy boundary.
B24tg-30 to 40 inches, gray (N 5/6), brownish yellow (10YR 6/8), and
reddish yellow (7.5YR 7/8) clay loam; moderate medium subangular
blocky structure; friable, sticky when wet; continuous clay films on
faces of peds; root channels filled with dark gray silt, clay, and very
fine sand; strongly acid; gradual wavy boundary.
II133-40 to 64 inches, light gray (N 7/0) and yellow (10YR 7/8) clay
loam; weak thin platy structure; very fine sand coatings between
platy layers; plastic when wet, hard and brittle when dry; very
strongly acid.
The Ap or Al horizon is dark gray, dark grayish brown, or grayish
brown sandy loam, fine sandy loam, or loamy fine sand. The 1321t and
1322tg horizons are very pale brown, light yellowish brown, and
brownish yellow, and the 1323tg and 1324tg horizons are light gray, gray,
grayish brown, brownish yellow, reddish yellow, or yellowish red. The
132t horizon is chiefly sandy clay loam or clay loam. The C horizon, if
present, is gray or light gray fine sandy loam, loamy sand, clay, or silty
clay stratified with sandy material. ,
The upper part of the B horizon has high chroma colors to a7slightly
greater depth than is defined as within the range for the series. This
difference, however, does not significantly alter usefulness or behavior.
Lynn Haven series
The Lynn Haven series consists of poorly drained,
moderately permeable and moderately rapidly permeable,
nearly level soils in flat or depressionai areas of uplands.
Slopes are less than 2 percent.
Typical pedon of Lynn Haven fine sand on west side of
North Carolina Highway 132, 1.06 miles north of junction
with U.S. Highway 421, at northeast corner of church
property:
AI_o to 18 inches, black (10YR 2/1) fine sand; weak medium granular
structure; very friable; many fine roots; organic material gives
loamy sand appearance; extremely acid; gradual wavy boundary.
A2-18 to 24 inches, gray (10YR 6/1) fine sand; single grained; loose;
few fine roots; extremely acid; gradual wavy boundary.
B21h-24 to 31 inches, black (5YR 2/1) sand; massive; friable, weakly ce-
mented; some streaks and pockets of A2 material, apparently in old
root channels; very strongly acid; gradual wavy boundary.
BM-31 to 50 inches, black (5YR 2/1) and dark brown (10YR 4/3) sand,
massive; friable, loose to weakly cemented; very strongly acid;
gradual wavy boundary.
27
B23h-50 to 58 inches, dark brown (10YR 4/3) and brown (IOYR 5/3)
sand; single grained, loose; very strongly acid; gradual wavy boun-
dary.
C1-% to 64 inches, pale brown (10YR 6/3) sand; single grained; loose;
very strongly acid; gradual wavy boundary.
C2-64 to 75 inches, interbedded light brownish gray (10YR 6/2) sandy
loam and dark greenish gray (5GY 4/1) sandy clay; strongly acid.
The Al horizon is very dark gray or black sand, loamy fine sand, or
fine sand. The A2 horizon is gray, light gray, or white sand or fine sand.
The Bh horizon is black, dark reddish brown, dark brown, or brown sand
or fine sand. The C horizon is pale brown, light brownish gray, dark
greenish gray, gray, or light gray sand, fine sand, sandy loam, or sandy
clay.
Murville series
The Murville series consists of very poorly drained,
moderately rapidly -permeable, nearly level soils on flats
or in slight depressions on uplands. Slopes are 0 to 2 per-
cent.
Typical pedon of Murville fine sand about 0.5 mile
north of junction of U.S. Highway 421 and North Carolina
Highway 132 along North Carolina Highway 132 and east
1,600 feet in wooded area along canal:
01-0 to 2 inches, partially decayed leaves, moss, and twigs.
A1-0 to 8 inches, black (N 2/0) fine sand; weak fine granular structure;
soft, very friable; many roots; many clean quartz grains; loamy feel
and appearance results from organic matter content; very strongly
acid; clear wavy boundary.
132h-8 to 45 inches, black (10YR 2/1) fine sand; massive; soft, very fria-
ble; few roots in upper part, sand grains mostly have dark films or
coatings; few clean quartz grains; loamy feel and appearance results
from organic matter content; very strongly acid; gradual wavy
boundary.
C1-45 to 56 inches, pale brown (10YR 6/3) fine sand; single grained;
loose; streaks of light gray (10YR 7/1); few old root channels; very
strongly acid; clear wavy boundary.
IIC2-56 to 60 inches, pale brown (10YR 6/3) sandy clay loam and sandy
loam; streaks and splotches of light gray (10YR 7/1); massive; fria-
ble; strongly acid; clear wavy boundary.
IIIC3-60 to 70 inches, pale brown (10YR 6/3) fine sand; single grained;
loose; strongly acid.
The 01 horizon is absent in some areas or blends into the mass of
roots in the upper few inches of the Al horizon. The Al horizon has a
loamy feel because of the organic matter content. It is sand or fine sand.
The Al horizon is black and has few to many clean quartz grains. It
rests on a Bh horizon or has an intermittent A2 horizon a few centime-
ters thick in places. Transitional horizons (113h) are in pedons that have
a thinner 62h horizon. The Bh horizon is black or very dark gray. The
sand grains are mostly coated with an organic film, but in some pedons
this horizon has very thin discontinuous lamellae of clean quartz grains.
The C horizon is light gray, gray, light brownish gray, grayish brown,
pale brown, and very pale brown. The C horizon is dominantly fine sand,
but lenses and layers of loamy textured material occur in places below a
depth of 50 inches.
Newhan series
The Newhan series consists of excessively drained,
very rapidly permeable, gently sloping soils on dunes, on
beaches, and along waterways near the Atlantic Ocean.
Slopes are 2 to 6 percent.
Typical pedon of Newhan fine sand at north end of.
Carolina Beach about 0.4 mile north of fishing pier and
0.2 mile west of surf in area of beach dunes:
MARKET STREET BUSINESS CENTER, LLC
5315 SOUTH COLLEGE ROAD
WILMINGTON, NC 28412
[phone]
March 1, 2001
Mr. John Dorney
NCDENR
NC Division of Environmental Management
1621 Mail Service Center
Raleigh, NC 27699-1621
Dear John,
Q 10327
Enclosed are your 7 copies of Pre-Construction Notification Applications all addressed to
Ms. Angie Pennock. Also enclosed is your check for $200.00.
If you have any questions regarding this, please feel free to contact me at my office
4
location.
r, , ': i
PECEiVt i
JTV/cb
Enclosures
CC:
Lee F. Cowper
Earl M. Worsley, Jr.
Frank Incerto

W 6 2001

1