SW7080807_COMPLIANCE_20101025

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE�1(��,
j
YYYYM M D D

Beverly Eaves Perdue
ARA.
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Dee Freeman
Governor Director Secretary
October 25, 2010
Sylvan Friedman
Sylvan View Homes, LLC
807 Broad Street, Suite A
Oriental, NC 28571
Subject: Stormwater Inspection
Stormwater Permit No SW7080807
Lion's Gate Friendly Mart
High Density Project
Pamlico County
Dear Mr. Friedman:
On July 21, 2010 Jeffery Manning of the Division of Water Quality (DWQ) inspected the proposed development in Pamlico County.
This project was inspected for compliance with the Stormwater Permit SW7080807 issued to you on August 25, 2008 for the
development and operation of a High Density Stormwater Project.
The inspection revealed that the project has not yet been completed. As such, you will be rescheduled for an inspection at a later date.
This office would like to remind you that you are limited to the impacts proposed in your application and you must comply with all
operation and maintenance requirements of this permit.
As a reminder, if you change your project you must notify us and you may be required to send us a new application. If the property is
sold, the permit must be formally transferred to the new owners/developers by submitting a Name/Ownership Request Form to the
DWQ with appropriate documentation. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by DWQ in accordance with North Carolina General Statue 143-215.6(a) to 143-215.6(c).
If your plans to develop the project have been abandoned and/or the property has been sold with the new owners pursuing a new
development plan and you no longer require a stormwater permit you may request the permit be rescinded. Please submit a Rescission
Request in writing to this Office outlining why the permit is no longer required. The Rescission Request will be considered on its
merits, and may or may not be approved.
Should you have any questions regarding these matters, please contact me at [phone].
Siincerely, �/%
?eo`+• Manning4ko&�
Environmental Specialist
Surface Water Protection Section
Washington Regional Office
CC: DWQ Central Files
,,,/WaRO Files
North Carolina Division of Water Quality Internet ��ootnc�r:ncnumlin.ory
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone] .
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ne
NorthCarolina
Naturally

Permit: SW7080807
County: Pamlico
Region: Washington
Compliance Inspection Report
Effective: 08/25/08 Expiration: 12/30/21
Contact Person: Sylvan Friedman Title:
Owner: Sylvan View Homes .
Project: Lion's Gate Friendly Mart - Express
NC 55
Directions to Project:
located near the intersection of NC 55 & Strainght Raod (SR1321), north side of NC55
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Smith Creek) (03-04-10) ( SC;NSW)
On -Site Representative(s):
Related Permits:
Inspection Date: 02/0612013 Entry Time: 01:00 PM
Primary Inspector: Kristin C Jarman
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
■ State Stormwater
(See attachment summary)
Oriental NC 28571
Exit Time: 01:30 PM
Phone: [phone]
Phone: [phone]
Ext.315
Inspection Type: Compliance Evaluation
Page:t

Permit: SW7080807 Owner -Project: Sylvan View Homes
Inspection Data: 02/0612013 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
The proposed facility was issued a permit in 2008. The facility has not been built.
Page:2

® Ditch "Q" and "V" Calculation Worksheet
Project Name: , VLioWsiGate e,
Ditch # : WMINOS
Station Range: RN4016114OdiRT
YY
n
Drainage Area =
Qlc=CxIxA
0.72 acres
I10 7 08 ;�»� � hou
A = 0.72 acres
Q10 = . 2.56 cfs
Determine Ditch Flow Depth (d) and Velocity (v) Check for Permanent Condition:
Apply Manning's Equation: V=1.49/n * kJ3*S12 , Q=AN
Ditch Characteristics: 1C
n RITM03,grass
Base Width(B) 0` R
M QC&' 3� M:1
Ditch Slope (S)
Permissible Max Velocity (Vp)fps
Apply the Following Analysis to Determine Actual "d" and "V"
d = flow depth = Ot84, fl
Area (A) =
Perimeter (P) =
R=
VpR =
V=
Q=
Check Ditch Velocity for Lining:
B*d+M*dz-
b + 2d*(Mz+I ).s -
A/P =
V Permiss * R =
Flow Velocity=
design flow =
VP = 5.00 fps
Vactual = 1.20 fps
W
,Vactual<Va11ow,SNo,Pei•m .Liniii"Needed XI^�`
2.13
5.33
0.40
2.00
1.20 fps
w6 cfs
check Q: OK
Determine Ditch Flow Depth (d) and Velocity (v) Check for Temunrary Condition:
Qz=CxIxA
lz ` :. 4 76 , . in/hr
A = 0.72 acres
Q2 = 1.72 cfs
NC55-1

EJ
Ditch Characteristics:
n — e d, ;; ,OE02� bare earth
Base Width (B) = 0 ft
M= 3
Ditch Slope (S) = 0.20%
Permissible Max Velocity (Vp) tMAt 210044 fps (bare earth)
Apply the Following Analysis to Determine Actual "d" and "V"
d =
flow depth
MWOT62
Area (A)=
B*d+M*d2-
L17
Perimeter (P) =
b + 2d*(MZ+I)" -
3.95
R =
A/P =
0.30
VpR =
V Permiss * R =
0.59
V =
Flow Velocity —
1.47 fps
Q =
design flow
cfs check Q: OK
Check Ditch Velocity for Lining:
VP = 2.00 fps
Vactual = 1.47 fps
Yaetuai<,V.aUowNoiTemLin iNeeded•
NC55-1

® Ditch "Q" and "V" Calculation Wor
Project Name: '_" LlonI7iL e
Ditch # : �9yPotid.0ulet=1
Station Range:
E
Peak Discharge Calculation:
Drainage Area 235660;Ni` sf
5.41 acres
Qio=CxIxA
Ito = kAVIK7.AgEtAffiin/hr
A = 5.41 acres
Qso = 19.15 cis
Determine Ditch Flow Depth (d) and Velocity (v) Check for Permanent Condition:
Apply Manning's Equation: V=1.49/n t I 3*S1¢ Q=A/V
Ditch Characteristics:
n dal'r003P grass
Base Width (B) � ft �r �
M = N'RVrN',,VN421 ME ) M:1
Ditch Slope (S) —s
Permissible Max Velocity (Vp) ;,, A�5'6 #fps
Apply the Following Analysis to Determine Actual "d" and "V"
d =
flow depth =
ft
Area (A)=
B•d+M'd2"
5.49
Perimeter (P) =
b + 2d'(M2+1)'5"
9.66
R=
A/P=
0.57
VPR=
V Permiss • R=
2.84
V =
Flow Velocity
3.49 fps
Q =
design flow =
cfs check Q: OK
Check Ditch Velocity for Lining:
VP = 5.00 fps
Vactual= 3.49 fps
Iv, acCuIl<VaII W,;WNH&W nQw, Needed ,„. '
Determine Ditch Flow Depth (d) and Velocity (v) Check for Temnorary Condition:
Q2=C x I X A
C r s.. ,.050;
12 4`76?
A = 5.41
Q2 = 12.88
m/hr
acres
cis
Pond Outlet-1

Ditch Characteristics:
® n =
P��0°02.* bare earth
Base Width (B) =
0 ft
M=
4
Ditch Slope (S) =
1.05%
Permissible Max Velocity
fps (bare earth)
Apply the Following Analysis to
Determine Actual "d" and "V"
d =
flow depth = KKOi ,
Area(A)=
B*d+M*d2- 3.01
Perimeter (P) =
b+ 2d*(MZ+1)'S ` 7.16
R =
A/P = 0.42
VpR =
V Permiss * R = 0.84
V =
Flow Velocity = 4.28 fps
Q =
desi nflow— P��
g — 14�N cfs check Q: OK
Check Ditch Velocity for Lining:
Vp = 2.00 fps
Vactual = 4.28 fps
Factact&15,yillow=Find`,,Tem Limn ,. j"
Recalculate with Temp Liner:
Liner Material =7Strawwith"cNet
n— Straw with Net
® Base Width (B) = 0 ft
M= 4
Ditch Slope (S) = 1.05%
T allow (Tp) 1:45 Straw with Net
Apply the Following Analysis to Determine Actual "d" and "V"
d =
flow depth =
WWWO
Area(A)=
B*d+M*d2-
4.38
Perimeter (P) —
b + 2d*(Mz+l)'S -
8.63
R =
A/P =
0.51
V =
Flow Velocity =
2.94 fps
Q = design flow = , �12,8'8 , cfs
Tshwr stress= i'*d*s
'y=
62.4 lb/fO
d=
1.05 ft
S =
1.05%
Tshesr stress =
0.69
Compare Tshm stress to Ta:
T allow (Td) 1.45
Tshear stress — 0.69
F'shearstres's<frTd(,>OKk�`�rg",1;+i „fir, `��:
Pond Outlet-1

MAPLEGEND
Area of Interest (AOI)
Soils
Q
Soil Map Units
Special
Point Features
W
Blowout
Borrow Pit
Clay Spot
Closed Depression
X
Gravel Pit
„
Gravelly Spot
Landfill
(L
Lava Flow
J,
Marsh
+R
Mine or Ouany
po
Miscellaneous Water
(].
Perennial Water
W
Rock Outcrop
+
Saline Spot
Sandy Spot
8
Severely Eroded Spot
Sinkhole
is
Slide or Slip
car
Sodic Spot
a
Spoil Area
a
Stony Spot
4Z
Very Stony Spot
Soil Map -Pamlico County, North Carolina
MAP INFORMATION
t
Wet Spot
Original soil survey map sheets were prepared at publication scale.
Other
Viewing scale and printing scale, however, may vary from the
a
original. Please rely on the bar scale on each map sheet for proper
Special
Line Features
map measurements.
ti�
Ginty
Source of Map: Natural Resources Conservation Service
Short Steep Slope
Web Soil Survey URL: ht4)JAvebsoilsurvey.mcs.usda.gov
y
Other
Coordinate System: UTM Zone 18N
This product is generated from the USDA-NRCS certified data as of
Water Features
the version date(s) listed below.
EM
Oceans
Soil Survey Area: Pamlico County, North Carolina
I
Streams and Canals
Survey Area Data: Version 10, Jan 19, 2007
Transportation
Date(s) aerial images were photographed: 1993
Rails
The orthophoto or other base map on which the soil lines were
Roads
compiled and digitized probably differs from the background
�►
Interstate Highways
imagery displayed on these maps. As a result, some minor shifting
..�.
US Routes
of map unit boundaries may be evident.
Stale Highways
Loral Roads
y
Other Roads
LlSOA Natural Resources Web Soil Survey 2.0 5/16/2008
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map-Pamlioo County, North Carolina
® Map Unit Legend
`�1ap=UnttSymbol
AaA �.
� ou . o 'rt&CarolI' .
Pamlico C, urtNl" fNC137) "'
w,, d
�Iap�Unit<Nanieperes•iAO1°
'
Perc�entt�oRAOI
Altavista loamy fine sand, 0 to 2
percent slopes
610.9
32.6%
Ar
Argent loam
385.7
20.6%
Ba
Ballahack fine sandy loam,
occasionally flooded
8.9
0.5%
DgB
Dogue fine sandy loam, 1 to 4
percent slopes
115.6
6.2%
Fo
Fork loamy fine sand
147.2
7.9%
HN
Hobucken muck, frequently
flooded
70.2
3.7%
Ud
Udorthents, loamy
13.8
0.7%
W
Water -
189.5
10.1%
Wa
Wahee fine sandy loam
35.6
1 A
Yo
Yonges loamy fine sand
296.6
15.8%
Totals for Area of Interest (AOI) 1,874.11 100.0%
® us u Natural Resources Web Soil Survey 2.0 5/16/2008
Conservation Service National Cooperative Soil Survey Page 3 of 3

E
Tab VI
DWQ Stream Determination
Ll
11

1
�J
Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
-I
'C Coleen H. Sullins, Director
Division of Water Quality
May 22, 2008
DWQ EXP# 08-0846
Pamlico County
Mr. Sylvan Friedman, President
Sylvan Homes
807 Broad Street, Suite A
Oriental, NC 28571
Subject Property: Lions Gate Subdivision, Moores Corner
UT to Whittaker Creek, Neuse River Basin
On -Site Determination for Applicability to the Neuse River Riparian Area Protection Rules
(15A NCAC 2B .0233)-EXPRESS REVIEW PROGRAM
Dear Mr. Friedman:
On May 20, 2008, at the request of Stocks Engineering I conducted an on -site determination to
review a drainage feature located on the subject property for applicability to the Neuse Buffer
Rules (15A NCAC 2B .0233). The feature is labeled as "08-0846 a to 08-0846 b" on the
attached maps initialed by me on May22, 2008.
The Division of Water Quality (DWQ) has determined that the feature labeled as "08-0846
a to 08-0846 b" on the attached maps and highlighted in red is not subject to the Neuse
Buffer Rule. Please note that the stream call for the subject drainage extends 50 feet past
the property line as depicted on plan sheet EX-01. The owner (or future owners) should
notify the DWQ (and other relevant agencies) of this decision in any future correspondences
concerning this property. This on -site determination shall expire five (5) years from the date of
this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated
Local Authority that a surface water exists and that it is subject to the buffer rule may request a
determination by the Director. A request for a determination by the Director shall be referred to
the Director in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd.,
Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated
Local Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected.party
(including downstream and adjacent landowners) is notified of this decision. DWQ recommends
that the applicant conduct this notification in order to be certain that third party appeals are made
in a timely manner. 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, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you
ask for a hearing within 60 days.
401 Oversight I Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet: http://h2o.enr.state.ne.us/ncwetlands
Noc- Carolina
rwura!!y
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This letter only addresses the applicability to the buffer rules and does not approve any activity •
within the buffers. Nor does this letter approve any activity within Waters of the United States
or Waters of the State. If you have any additional questions or require additional information
please call Roberto Scheller of the Washington Regional Office at 252-948-3940 or Amy
Chapman in the Raleigh Regional Office at 919-715-6823.
Attachments: Pamlico County Soil Survey map
USGS Oriental Quad map
Site Plan EX-0I
cc: Paul Smith, P.E., Stocks Engineering, P.A.
DWQ 401/Express Office
File Copy
Central Files
Sincerely,
Al Hodge/Supervisor
Division of Water Quality
Surface Water Protection
Washington Regional Office
Filename 08-0846
r

j A�ro�
a£nh nFttcn'Cnag r _ i C�"�ma>s 'l rr'
Mill OatL' 1J1
key
IV
'u
08-0846 a R-
:
Moore orner
-' - •
a QM 08-0846 b
4\
{/
a
J /
• . I \` wry/ �. /�,,y
55
All
xe
ti
�f��l ` / / J • it
0Name: ORIENTAL Location. 035' 02' 31.7a- N 076' et' 13.36' W
Date: 50=008 Caption: Lions Gate Subdivision
Scale: 1 inch equals 1000 feet Stream Call
CopYnS� (Cl 192E LI.Wa& 4r_

El

j
SHWT< 12" from Natural Ground Surface (at or near ground surface)
Soil Group IV -Clayey Texture Soils (Sandy Clay, Silty Clay or Clay textures)
within 48" of existing ground surface
* = Data Collection Point
SHWr = Seasonal High Water Table as determined by the indication of
redoximorphic features and/or colors Of chromes 2 or less
(Munsell Color Charts) at 21'0 of the soil volume in moths or
matrix Of horizon.
Soil Texture determined by standard basic field method for evaluating
soil characteristics
Ap�plied Resource Management PC
O. Box 882, Hampstead, INC 28443
910) 270-2919 FAX [phone]
127 A
NORTH
13 M acZ(2 -Iwo
Notes(1) The information contained In this report is representative of that which was observed at the site and may
not be representative of soil and site conditions that may exist to the future.
(2) Soil units mapped in the field using a Tholes Mobile Mapper CE GPS unit,
(3) All property corners and/or boundaries were not marked in the field of the time of the evaluation.
(4) Information contained in this report is of a preliminary nature and should be used for preliminary planning
purposes any.
Map a] up Iron sure pr� try Stocks ErgOxxilr x3
TITLE: Lions Gate FIGURE:
Oriental, NC
JOB: SCALE: DATE: jDRAWN BY:
08035 1"=100' 03/13/08 GY