19990754 Ver 1_COMPLETE FILE_19990713

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
ILT?WAA
'94?j*s'
Hoop
NCD.ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 22, 1999
Wake County
WQC 401 Project # 990754
APPROVAL of 401 Water Quality Certification
Tim Floyd
5915 Oak Forest Road
Raleigh, NC 27616
Dear Mr. Floyd:
You have our approval, in accordance with the attached conditions, to place fill material for the purpose of adding a
road crossing, as you described in your application dated July 13, 1999. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3101. This Certification allows you to use
Nationwide Permit Number 14 when the Corps of Engineers issues it. This Certification is also covered by Nuese River
Buffer Rules. 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 and Water Supply
Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA 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.
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. 276 1 1-7447. 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 919-733-1786.
incerely,
R
to n
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Domey
Central Files
990754.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycledf1 0% post consumer paper
NC Division of Water Quality
Attn: Mr. John Dorney
4401 Reedy Creek Road
Raleigh, NC 27607
Re: Pre-Construction Notification Application
QAVENTJuly 12, 199 M
RECEIV -=

I have enclosed seven copies of a completed Pre-Construction Notification Application
along with my check in the amount of $200.00. Please advise me of any additional
information required.
note- The references to Norbert Hector are due to the fact he is the man I bought the land
from and he is doing the same thing on the lot next to mine.
Thanks.
Respectfully,
s"°
Tim Floyd
5915 Oak Forest Road
Raleigh, NC 27616
878-8015 or 848-6067
DWQ 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 CERTIFCATION
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 MUST BE SENT TO THE NC DIVISION OF WATER
QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD,
RALEIGH, NC 27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: ) " , ""*\
2. MAII.JNG ADDRESS: 31)1
SUBDIVISION NAME
CITY: _ STATE: ?I L ZIP CODE: Z--) C-I
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): 100 C-l r er e \< ?w r..? , D -_ ,.e

3. TELEPHONE NUMBER: (HOME) (WORK)
818-- `bbl s
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
N11
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE): .
COUN'T'Y: L Z ? k A - NEAREST TOWN: D \ ?? ?
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.)
CA
6_ IMPACTED OR NEAREST Sl7X"/RIVF.R:
RIVER BASIN: lae'ire
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-IT)? YES ( ) NO ( ) IF YES. EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIROMENTAL CONCERN (AEC)? YES ( ) NO ( ,/ )
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 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
PROJECT? YES ( ) NO ?/) IF YES, PROVIDE ACTION I.D. NUMBER Of PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PE REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ) NO (? IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: S, 3 3
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0, `4 4p,
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:

FILLING: i/ EXCAVATION:
FLOODING: OTHER
DRAINAGE :
TOTAL ACRES TO BE IMPACTED:
10b_ (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE L5 FT AFTER: ) S -----Fr
WIDTH BEFORE (based on normal high water tourours): 9 FT
AVERAGE DEPTH BEFORE: 0 • Z s AFTER ?. Z5, FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: COONSTRUCTION OF A DAM/FLOODING:
OTHER _ VJ\2 c,?? rs tiT ?•T, ?i ; -v- I 1 0, l.` ?r c r? e .
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? WHAT IS THE EXPECTED
POND SURFACE AREA? *w Y1 K
12. DISCTIPTTON OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 1 I DRAWINGS ONLY)
7
t"q,t? G.1 d?Od?r-1- ..ao,Ilc S`+ti ? 2qf cL' S.
v
13. PURPOSE OF PROPOSED WORK: , 4?&
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
1 p
I hp rem I J YV U ? L UGC -? ` G(n I f: / p ir` -6U 4- G LC. P 75 •L, ?
1
n r <
r G \..? e- ram„ ?-. C G? C, 4-' ° -I b Y Y o > S / ) ?'ev. G C.- ,
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR
CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED:
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( ) NO (,/) (IF NO, GO TO 16)
a. IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL
DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES( ) NO( )
b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ( )
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATIONFROM THE STATE
CLEARINGHOUSE 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, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF 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 STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET
OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED
BY PRODUCT.
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 ISLAND USE OF SURROUNDING PROPOERTY?
c
Si Ste, 7 do y t I; 7" f
IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WTLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
I ) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL
MANAGEMENT PROGRAM,
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
ILN.
52'30"
113 11490 E. . v .+ w
ROAD CLASSIFICATION
i MALE
oG FEET Primary highway, Light-duty road, hard or ?per
hard surface_...__-

_.._?.? .mot'
improved surface
TER Secondary highway,
hard surface__.... r- Unimproved road-._ ..?.?....
Interstate Route C3 U. S. Route O State Route
N. C. • J
BAYLEAF, N. C.
QUADRANGLE LOCATION NW/4 RALEIGH 15' GUADRANGLE
35079-H6-TF-024
)EST 1967
PHOTOREVtSED 1987
DMA 5255 1 NW-SERIES V842
N _
I Z -?
N\F
1
JAMES V. DA'0g, £T UX
O u?
m
2 ^?
EEO OVERLAP V
TACT. 111 ROCK PILE I C5
WITH POINTERS e?S (SEC B.0.I4.1995 PG-1-120)
z
N
N 93.35' V E N 8$ -4.91, "E 60• PRN.4TE A CgMS £ r EXIST- 60' P'T.
1 234.91 • r - -. RNATE ACCESS ESMN
--?
?P_OPoSC C N N f Gp
(£XTE?1DED) -5 (S.O.M.1995 PG.1320)
5't2tY-\ V A ?20,?c ARY L6 CLEAR CREEK FARMS DRIVE (PRIVATE)
e iR?SSI U` `? -222 1????•? x s cr. ?
T.E DRIVE%v.Y LOC. v,
%F 0
EE UNITED
COMPANY
20' nlr? SETS
17 PG.749)
C'?Y1A C 5i `ax NAIL
IN ROCK
SETBACK ._
IOD• WA
BUFFER d
d
?; 'RUW BUFFER
(i)
N 4A
N\F AREA AREA ° AREA
REE LIMITED c 5'2 ACRES v 5.331 ACRES u 5.691 ACRES
Y COMPANY M ? ce
197 PG.749) 1000 1005 rn c
1016
w
m v .*
* c,. y
lc qc ?k M
FLOOD ELEV.
FLOOD ELEV _ FLOOD ELEV.
329.5' 334.5' 360.0' ro
1J
50' DRAINAGEWAY
BUFFER
N 096.3 •47 'W
,
APPROX LOC:ATiON
??-- DRAINAGEWAY C\L
/ APPROX. .Do yR.
FLOOD CULVERT
BACKWA7ER AREA (TYP•)
N\F
TRACT B
CITY OF RALEIGH
E.O.M. 1995 PG.1320
D.B.7023 PG.149
NOTE: NO BUILDING IS PERMM-ED WITHII
DRAINAGEWAY OR WATERSHED BU
20' BLDG. SE7ECK
\ l[ RIPARIAN BUFF:?
NAD 27
,
100' CP&L R\W
? \ - 3qt - --?\ 230 13NE\ AP=i;bX.
A'O ?5 U?` £5' 29+ - v!•7'Y??=Nf.Y
S 99.24.50?••E?\
r. -tip
IT 2?7
f^ ?S V W
op cy
?l F?Gy FD ou?£
R L.o0p `
CuRVE RADIUS LENGTH CHORD CH.s---*.Rwr4
Dalton Engineering
and Associates, P.A.
6/12/98
To: Mike Coughlin
Wake County
Environmental- Services -
Floodplain Management
PO Box 550
Raleigh, North Carolina 27602
Sub: Norbert Hector Property
Floodplain Study
Additional Information
Mike
The enclosed information is provided as requested in our telephone conversation.
I have re-computed the " C ' value for the built-out condition which has raised the value to
0.35. Using that value the peak.flow increased to approximately. 124 cfs for*the 100-yr
storm event.
I calculated the required cross-sectional area in the natural stream channel and have.,
shown that in the drawing provided with this submittal. Depending on the natural shape
of the channel, and the related wetted perimeter, the required area is approximately 32 to '
.35 sqf, However, upon placing the proposed bridge and supports in the channel, and
using an improved 'W' value for the bridge section, the required area is reduced to
something in the range of 18 to 21 sgft with an increase of head of a maximum of 1.2 ft.
at any section. All calculations represent the use of Manning's Equation for open
channel flow.
As requested, stream cross-section information, at the locations of the anticipated
crossings, has been provided. This information is from the information received from
Jim Murphy, RLS, PE. Also, you will see that Lot 1 does directly access the public road
without the use of an easement.
The width of flow in natural conditions at sections 1,2 & 3 is 19', 41' & 28',
respectively. The maximum increase in height of flow will occur at crossing 42 and will
be only 1.2' through the bridge section. The steep grade on the channel (6 - 7%), with
this small increase in head, will greatly reduce or eliminate back-water upstream.
446 East Main Street -PO. Box 426- Clayton, NC 27520-[phone]/Fax [phone]
Based on the type of bridge crossing proposed by Mr. Hector, the grade of the channel
and the relatively small amount of flow, it is obvious that upstream effect will be almost
non-existent.
Thank you.
FT. alton
Norbert Hector
Stream Crossings - Project
Wake County
Design Calculations & Supporting Documentation
Revision I
6/12%98
Owner:
F. Norbert Hector, Sr.
6600 Litchford Road
Raleigh, North Carolina 27615
[phone]
Engineer:
Dalton Engineering & Associates, P.A.
PO Box 426
Clayton, North Carolina 27520
[phone]
Fax [phone]
i
Norbert Hector
Stream Crossings
Wake County
Peak O Determination
Drainage Area = -49.3 ac. (based on Wake County GIS information)
25 yr - i day storm = 6.5"
50 yr - 1 day storm = 7.2"•
100 yr - I day storm = 8.1 " (assumed design storm)
C(composite) = 0.35 (based on anticipated use)
Tc = ---13 min.
I = 7.2 in/hr
Q = CiA
0=.35x 7.2x49.3=124d's
Acres Use C Value
4.1 60,000 sgft lots 0.30
0.9 imperv. Road 0.95
2.4 unimproved area 0.15
41.9 30,000 sgft lots 0.35
49.3
Composite C = 0.35
Ant
.0,........
oFESS?

6282
.?
?F..........
61i v9
6 rj
N
W
? ? ? ? 1 `-r Lll
' ? o? OG `
OL ^1 /` ? _ J? ? .r U I
for)
fr)
Cl.
Ll.
O ) f;.. r ?.. O ?) <j i
?
t
Cr
Ul
Q-
0
x
Q.
a
}
4 ,r•
` t
tx N ;?
co cz e.
?? o of
--, ii /
.N,
I M u) t
s I
fi O
? yjj ? U t F
oc
LLI
O
L11 N (L
w ,-
ca w C
0v) cam:
k a t-- t-- t- o
? ?rt
t?
LL,
<t O
z
0
O
n
Q
m
w
1"?f
cwt
H ?
o l C
O w
4C
R J M
h O --?
Z?
N n
H ?
H

C -
Equity Management Trust ATTN: Norbert Hector
ATTN: Norbert Hector PH; 919-870-1519
Wake Co., NC FX: 919.870-6603
lven: Approx. width of structure: 10'
Elev, from stream to roadway: 18'
Ite;native No. L Steel Structural Plate Arch, Ga1v. Min. Height-of -Cover. 2.0'
Span: V- 0" Rise: 2' - 11" Max. Height-of-Cover. 45'
Gage: 0.111" (12) End Area = 19 square feet
Weight = 74 lb/LF
EstimatinPrice: 84.00 /LF •
• Structure length must be made up of 10' and/or 12' long plate sections
Price Includes: 1. Material delivered to jobslte, to be unloaded by others
Price does not Include: 1. Assembly, sans taxes; any site work, including but not
limited to, site preparation. backfili material and placement,
erosion control, dewatering, etc....
oniatlva N2.2 Aluminum Structural Plate Arch Min. Height-of -Cover. 2.0'
Span: 9'- 0" Rise: 2' - 11" Max. Height-of-Cover I?'
Gage: 0.100" End Area a 19 square feet
Weight = 28 ib/LF
Estimating Pdoe: S 95.00 /LF
Structure length must be made up of 4.5' long plate sections
Price includes: 1. Material delivered to jobsite, to be unloaded by others
Price does not Include: 1. Assembly, sales taxes; any site work, Including but not
limited to, site preparation, backfiil material and placement,
erosion control. dewatering, etc....
t???? ? Equity Management rust
ii Wake Co.. NC
COIULTION PRODU INC. Date 01/19/98 Rev. DrANin9 No. 1
-4 1

Ci
WAKE COUNTY
Department of Environmental Services
Erosion, Flood and Stormwater Services
[phone] FAX: [phone] PO Box 550, Raleigh, NC 27602
June 30, 1998
Mr. F. Norbert Hector, Sr.
Equity Management Trust
6600 Litchford Road
Raleigh, NC 27615
Re: Norbert Hector Property Floodstudy for Private Road Crossings of Flood Hazard Soils
Dear Norbert,
The subject flood study has been reviewed and determined to adequately represent the hydrologic
and hydraulic properties of the proposed development. Therefore, in accordance'with Article II,
Sections 1-1 26(c), (g), and (h) of the Wake County Code of General Ordinances, your flood
study is hereby approved subject to the following conditions:
1. That the proposed development is constructed in accordance with the construction details
and specifications proposed in the study.
2. That the new flood limits be duly recorded on the Construction Drawings and Record Plat
for the project as well as the predicted flood elevations for all affected lots.
I That certification of as-built compliance with the Construction Drawings be required.
4. That Sedimentation and Erosion Control Plans be submitted and approved for the project, if
the total disturbed area will equal one acre or more. Contact Mr. Kale Lemaster at (919) 856-
6198, for more information on the Sedimentation and Erosion Control Program.
5. You need to check with the North Carolina Department of Environment and Natural
Resources, Division of Water Quality to see if your project as proposed meets the Neuse River
Basin Riparian Area Rule. Their number is [phone].
To protect and improve the quality of Wake County's environment and ensure a healthy future
for its citizens through cooperation, education, management and enforcement
6. Finally, if you have not already done so, you should check with Eric Alsmeyer at the Raleigh
Field Office of the Regulatory Branch of the U.S. Army Corps of Engineers and get confirmation
from him that a 404 permit will not be required under the Clean Water Act. His number is (919)
876-8441, extension 23.
If you have further questions regarding this matter, please contact me at [phone].
Sincerely, j?
ty _
Mike Coughlin
Environmental Engineer
cc: Dalton Engineering and Associates, PA
Richard K Rowe, RS, Director of Environmental Services
IDPP Subdivision File
Raleigh Field Office USACOE
Kale Lemaster, Environmental Engineer/Planner