SW7070818_HISTORICAL FILE_20210414

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Pa- za4z
YYYYM M D D

WA(11O
ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretory
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
April 14, 2021
LFM Properties, LLC
Attention: Frances M. Norrell, Manager
1000 Riverside Ave.
Elizabeth City, NC 27909
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7070818
LMF Hughes & Halstead
Dear Frances Norrell: Pasquotank County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7070818 for a stormwater treatment system consisting of an
infiltration basin to serve a proposed facility to be built at the Northeast corner of the
intersection of Hughes and Halstead Blvd. in Elizabeth city, NC expires on November
30, 2021. This is a reminder that permit renewal applications are due 180 days prior to
expiration. We do not have a record of receiving a renewal application.
If you wish to maintain this permit, please submit a completed permit renewal
application along with a $505.00 fee for permit renewal. Permit application forms for
renewal can be found on our website at: https://deq.nc.gov/about/divisions/energy-
mineral-and-land-resources/stormwater/stormwater-program/post-construction-2. If this
project was never built and you would like to rescind the permit, please let me know.
North Carolina General Statutes and the Coastal Stormwater rules require that this
property be covered under a stormwater permit if the project is built.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger. thorpe(cDncdenrgov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Carolina Department or Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
u
282.946.6481

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Sw7 Ct c6Ifov Irc �IIyY
10'
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the a -mail and/or fax information unavailable, place N/A in the blank.)
NPral _-
1. Project Name LFM Hughes & Halstead
2. Location of land -disturbing activity: County Pasguotank City or Township Elizabeth City
Highway/StreetHalstead Blvd Latitude 36°17' Longitude 76°17'
3. Approximate date land -disturbing activity will commence:, October, 2007
4. Purpose of development (residential, commercial, industrial, institutional, etc.):Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 1 . 9
6. Amount of fee enclosed: $ 130.00 . The application fee of $50.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Lucien 0. Mor><asette E-mail Address
Telephone [phone] Cell # ( 252) 339-1997 Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
LFM Properties, LLC [phone]
Name Telephone Fax Number
1000 Riverside Ave
Current Mailing Address
Elizabeth City NC 27909
City State Zip
Current Street Address
City
Zip
10. Deed Book No. 827 Page No. 374 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing
comprehensive list of all responsible parties on an attached sheet): ,cr
LFM Properties, LLC
Name E-mail Address
1000 Riverside Ave
Current Mailing Address
Elizabeth City NC 27909
City State Zip City
._.. ------ .... _.....
Telephone [phone] Fax Number

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Current Mailing Address
City State Zip
E-mail Address
Current Street Address
City
Fax Num
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Frances M. Norell
Name of Registered Agent
1000 Riverside Ave
Current Mailing Address
E-mail Address
Current Street Address
Elizabeth City, NC 27909
City State Zip City State Zip
Telephone[phone] Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact,. or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there by any change in the information provided herein.
Frances H. Norrell
Type or print name Title or Authority
&'g bti n
Signature Date
I, `�Ca ry c.0 •L\_e J . IpA c- , a Notary Public of the County of U o
State of North Carolina, hereby certify that �r—G r, C_Q S -Cr-) • -t l o r r,2 \ appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this QI S< day of 0, , 20 �1
NOTO PUBBUC Notary
pFAgdrnt Y' COUNT( NO
My commission expires (T - I o z
(,

PROJEC_TDESCRIPTION
LFM Properties [)WQ,-V4ArR,0
Pasquotank County - North Carolina
,,_.
,•_ , August: l_5'; 20.0 • revised Novembei 28,' 2007
LFM Properties, LLC is proposing to construct a new retail facility on an
approximately 1.92 acre parcel of land on the Northeast corner of Halstead Boulevard
Connector Road and Hughes Boulevard. It is currently vacant and is zoned General
Business.
Construction will consist of one (1) new building a parking lot, one (1) storm
water infiltration basin, an underground piping system and the installation of required
landscaping.
The proposed building will contribute 7,500 sf of impervious area. The parking
will contribute another 26,733 sf and the concrete sidewalk and dumpster pad will be
1 176 sf. The maximum impervious area will be 0.81 acres or 43% of the overall site.
According to the Pasquotank County Soils Maps as prepared by USDA, Soil
Conservation Service, the soils on this site are Seabrook, Dorovan, and a small area of
Arapahoe. One soil boring was performed in the area of the detention pond by Sean C.
Robey, PE and Kimberly Hamby on May 21, 2007. The soil boring was conducted with
and AMS 2-3/4" diameter 6' long hand mud auger. The boring 1 was located within the
area of the proposed detention pond. The elevation at this location is approximately 6.3'.
The first 6" was topsoil. From 6-42" was a sandy loam. At 42", we encounter sand that
became lighter in color and wet at 48". This does correspond with the Seabrook
classification. Based upon our findings, we estimate the Seasonal High Water table to be
approximately elevation 2.5'. The bottom elevation of the infiltration basin will be 4.5'.
Drainage Area 1 contains 1.06 acres and encompasses a majority of the site
including all proposed impervious areas. This drainage area will contain 7,500 sf of
building. It also contains 26,733 sf of pavement and 1,176 sf of concrete. The total
impervious area will be 35,409 sf or 76.47% of the drainage area. Runoff from the
building will be collected by a downspout collection system and routed through an
underground pipe system which discharges into a vegetated swale that provides a
collection point and some pre-treatment before entering the infiltration basin by topping
Level Spreader #1. The runoff from the parking lot will sheet flow across the parking lot
to various drop inlets. It will then be routed through the same underground piping system
as the building and discharge into the vegetated swale. The invert of the vegetated swale
is 4.0'. A level spreader with a top elevation of 5.25' will evenly distribute the flow into
the infiltration basin. The first inch of runoff from the site, 3,006 cf, is stored between
the bottom of the basin at, 4.5' and elevation 5.35 The bypass, Level Spreader #2, is

located in the end of the vegetated swale. The top elevation of Level Spreader #2 is
5.70', which is approximately 2 inches above existing grade. This elevation provides
4,963 cf of storage. The minimum infiltration rate for the Seabrook soil is 6" per hour.
At a maximum storage depth of 14.4", this basin should draw down approximately 2.4
hours (14.4"/6" per hour). Runoff in excess of this storage volume will discharge through
the bypass into the swamp of Knobbs Creek.
We modeled the site utilizing XPStorm, Storm and Wastewater Management
Model. Printouts from the model have been attached to this report. The model was run
for 24 hours with a Type III rainfall distribution for a 5.75 inch 24 hour storm. Conduit
Infil simulates the 6 inch per hour infiltration rate out of the infiltration basin, Node IB.
The infiltration rate was determined based on 6" per hour X 3618 sf (the area of the
bottom of the basin). 3618 sf X 0.5'/hr
3600 s/hr = 0.5025 cfs
A stage -time graph for Node IB shows that the basin only contains standing water for a 7
hour period during the storm. Conduit LS-2 represents Level Spreader #2. The
maximum flow across Level Spreader #2 during the 10-year storm is 0.98 cfs.
Construction sequencing and notes on the plan direct the contractor to construct
the infiltration basin and leave it "off-line" until construction is complete. This is to be
accomplished by construction of a temporary ditch from the swale location to the
wetlands. This ditch will remain in place until the site is paved. Then Level Spreader #2
will be installed, forcing the stormwater runoff to fill the swale and top Level Spreader #1
into the infiltration basin.
Drainage Area 2 contains the remaining 0.86 acres which consists mostly of
wetlands. These areas will continue to drain to the wetlands and will not contain
impervious areas.
Rational method analysis indicates a pre development 10 year peak runoff of 2.7
cfs. The post development runoff into the swale is 4.14 cfs. Based upon the infiltration
rate of the soil, the discharge from the by-pass during a 10-year storm will not exceed 1
cfs.
The total disturbed area for this development will not exceed 1.9 acres. Limits of
disturbance have been shown on the plans.

Mr. Ernest Odei-Larbi
Dept. of Environment and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Review SW7070818
LFM — Hughes and Halstead
Project # 060564
Dear Mr. Odei-Larbi:
H Y M A N ■
ROBEY-
November 28, 2007
t09F.re► E''gED
NOV 2 2007
DWQ-WARD
Please accept the following information in response to your letter dated October 10, 2007.
Comment 1. As you stated in your email, this item is no longer an issue.
Comments 2 & 3. These items are both related to the design of a level spreader for
the by-pass of the infiltration basin. I have attached documentation from our XPStorm
model of the project. This model indicates that there will be a peak discharge of 0.98 cfs
discharge through the bypass during a 10 year storm event. Based on this discharge rate,
the bypass weir has been replaced by a 13' level spreader with a 30' vegetated filter strip.
The plans and project description have been updated accordingly. The original and one
copy of the Level Spreader Worksheet and the Maintenance Agreement are enclosed.
Comments 4. Mrs. Norrell's title is "manager". I have enclosed a printout from
the Secretary of State's website showing the managers and members of the LLC.
Comment 5. Drop inlet B has an invert of 4.45 and Drop inlet C has an invert of
4.30. The slope on the pipe is 0.15%.
Comments 6 & 7. The drawdown time of 2 hrs was based on a maximum storage
depth of 12 inches and a drawdown rate of 6 inches per hour. I have enclosed two copies
of each of the following: volume calculations (spreadsheet), revised project description,
and revised pages 1 and 2 of the Infiltration Basin Supplement.
Comment 8. It was intended that the Level Spreader at the Infiltration Basin be
used as the benchmark. This was stated in an attachment to the Infiltration Basin

Supplement that you indicated was not included in your package. I have enclosed two
copies of this attachment and the benchmark has been indicated on the revised plans.
Comment 9. There is no swale design in this project. The swale is only for
collection of stormwater prior to topping the level spreader into the infiltration basin.
Comment 10. I have enclosed copy of the county soils map and a colored map
from the Pasquotank County website that shows the parcel limits and soil classifications.
Comment IL The water table is the Seasonal High Water Table. Please refer to
the revised Project Description.
Thank you for your assistance with this project. If you need additional information or
have any questions, please do not hesitate to call this office at [phone].
Sincerely,
Sean C. Robey, P.E. ^ --
W ry
Kimberly D. Hamby
Senior Project Manager
Enclosures
cc: Lucien O. Morrisette
file
SdHyman & Robey'06\060564 - LFM - Hughes & Halstead\Word\060564 WQrcv(l 1.27-07).DOC

SW review SW 7070818
Subject: SW review SW 7070818
From: "Kim Hamby" <[e-mail]>
Date: Thu, 8 Nov 2007 16:59:27 -0500
To: <[e-mail]>, "'Scott Vinson"' <[e-mail]>
Ernest,
I have just discovered a review letter dated October 10th stating that we had to provide additional information to you
by November 10th. It was fortunate that I found this while preparing billing statements. We have new clerical staff
that filed the letter instead of passing it on to me. I feel that I can address these items in about two weeks. Due to
the Thanksgiving holiday, I would like to request an extension until Monday, December 3rd. I have copied Scotton
this letter just to make sure you receive it. I will be contacting you in the near future to discuss several of the items
you have requested.
Thank you for your attention to this request.
Uri
O
Ronny
SOLUTIONS FROM THE GROUND UP
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fx 752338.5552. 150 US Hwy 158 E.
Camden. \C 27921
kim 9,, hymaNObey.COm www.hymanroboy.com
LANDSURVEYOR58 CONSWUNGENGINEERS
1 of 1 11 /30/2007 9:44 AM

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET (112007) NOV 2 i, 2407
I. PROJECT INFORMATION (please complete the following information): ®WQA1VAR0
Project Name : r FM - Hughes & Halstead
Contact Person: r ,pion n Mn,-ri, ei-ro Phone Number: bs? 1 za_ gg-
Level Spreader ID: 42
Level Spreader Length
13 ft.
(perpendicular to flow)
Drainage Area
1.06 ac.
(on -site and off -site drainage to the level spreader)
Impervious Area
0.81 ac.
(on -site and off -site drainage to the level spreader)
Forebay Area
N/A cu ft.
(0.2% of the contributing impervious surface area)
Maximum Filter Strip/Buffer Slope
8 --- %
(6% for forested/leaf littler cover, 8% for grass/thick cover)
Max. Discharge from 1'/Hr Storm
0 cfs
Max. Discharge to Level Spreader
0.98 cfs
(Discharge rate from extended detention wetland or pond)
Filter Strip/ Zone 1 Buffer Vegetation Grass
(Grass/Thick ground cover or Forested)
Filter Strip/ Zone 1 Buffer Width
30 ft.
Filter Strip/ Zone 2 Buffer Vegetation N/A
Filter Strip/ Zone 2 Buffer Width
N/A ft.
Bypass Method Used
N/A
Please include a worksheet for this.
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If a requirement has not been met, please explain why. At a minimum, a complete stormwater management plan
submittal includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet
structure details, a detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete
submittal package will result in a request for additional information and will substantially delay final review and approval of
the project.
AppWlicantts Initials
kah
VCU)
Project Site was visited prior to designing level spreader system.
Date of the Site visit. Please attach time -dated digital photos of existing buffer conditions.
Level spreader length is at least: 13 ft. per cfs for thick ground cover / grass; OR 65 ft per cis for 50-
foot canopied forest with leaf litter; 50 ft per cfs for 100-foot forested buffer; 40 ft, per cfs for 150-foot
forested buffer; OR a weighted average of the two vegetation types within the buffer/filter strip).
All ground cover types and their widths have been labeled on the construction plans.
All contours have been depicted on the construction plans.
No structures are located in protected buffers (must meet no practical alternatives criteria).
No draws are located in the buffer or filter strip in the vicinity of the proposed level spreader.
Construction details for the level spreader have been provided.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
No practical alternatives explanation + Variance request. (Level Spreaders in Series only).
Bypass method used:
_N/A Bypass conveyance method is specified and construction details and calculations are provided.
N/A Alternative design option is specified and plan details and calculations are provided.
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
N/A Construction details for the bypass and outlets are provided

Attachment to LEVEL SPREADER WORKSHEET
For LFM Properties — Hughes and Halstead Site
Items related to the forebay and bypass are not applicable to this site as the level
spreader is the bypass method for an infiltration basin.

LEVEL
SPREADER NO.
LOCATION ON SITE (DESCRIBE)
HOW WILL IT BE ACCESSED?
1
2 2
perpendicular to parking lot at end
le
from parking lot
3
4
5
6
I acknowledge and agree by my signature below that 1 am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Frances M. Norrell
Title: Manager
Address: 1000 Riverside Ave. Elizabeth City, NC 27909
Phone: (252) 335-
Signatu
a.$1 orl
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
CCCg-a r , a Notary Public for the State of Car-�-.\ �o
County of Pc,,-sC do hereby certify that �Gr�ce < ��oc r�� z C1a r L \
personally appeared before me this dg" day of flovAr� cx» , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal, �\\Ccce�L\
YARIANNE A ma
NOTARY PUBLIC
MISpUOT n CWNr% NC
SEAL
My commission expires .(9 - I F- 08
Pa,-e 2 of 2

LEVEL SPREADER SYSTEM OPERATION AND MAINTENANCE AGREEMENT (112007)
A level spreader system includes: a forebay, diverter box, level spreader, riparian buffer/vegetated filter strip,
and flow bypass channel.
Name of Project: LFM Hughes & Halstead
Address: Northeast corner of Hughes Blvd. & Halstead Blvd. intarsertinn
Maintenance activities shall be performed as follows:
MAINTENANCE ACTIVITY
FREQUENCY
Post -construction monitoring —inspect for vegetation,
Check after every heavy rainfall for first 6 months
settling, erosion or concentrated flow.
following construction.
Inspect Diverter Box and clean and/or make repairs.
Once a month and after heavy rainfalls/storms.
Look for:
• Clogged inlet or outlet pipes.
N/A
• Trash/debris in the box.
Inspect Forebay + Level Spreader. Clean and/or
Once a month and after heavy rainfalls/storms.
make repairs. Look for:
• Sediment in forebay and along level spreader
lip;
• Trash and/or leaf buildup.
• Scour, undercutting of level spreader.
• Settlement of level spreader structure (no
longer level; you see silt downhill below level
spreader).
• Fallen trees on level spreader.
• #57 stone washing downhill.
Inspect the Riparian Buffer and the Bypass Swale
Once a month and after heavy rainfalls/storms.
and make repairs as needed'. Look for:
• Damaged turf reinforcement or riprap rolling
downhill.
• Erosion within the buffer or swale.
• Concentrated flows downhill of level
spreader —look for gullies or sediment flows.
Mow grass to a 6" height.
As needed during growing season.
Remove any weeds/shrubs growing on level spreader
Once a year.
or in swale.
81101k .t ;:t➢dl-W
WFI "1UN
IN y(i:UQ3 kMIU OM
1 NOTE: Contact NC Division of Water Quality, 401/Wetlands Unit at 919-733-1786 BEFORE any work
in Protected Riparian Buffers.
Pagel of2

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INFILTRATION BASIN
LFM - Hughes and Halstead
RUNOFF CALCULATIONS
10 Yr, 24 Hr Storm
DETENTION POND
WATERSHED AREA:
WATERSHED % IMPERVIOUS:
BASIN BOTTOM ELEVATION:
VOLUME OF 1" RAINFALL
AREA OF ROOFS:
AREA OF PARKING/CONCRETE:
AREA OF GREEN AREAS:
VOLUME OF RUNOFF
Hyman and Robey, PC
P. O. Box 339
Camden, NC 27921
(252)-335-1888
11 /28/07
1.06 ACRES
76 %
4.5 FT
d r! .
NOV 2 9 2007
0.17 AC
0.64 AC
0.25 AC
3005.64 CF VOL (CF)=[(ROOF-1.0)+(PARKING'.95)+(GRASS'0.2)1'43,560/12
BASIN VOLUME CALCULATIONS
ELEVATION
BASIN BOTTOM ELEVATION 4.50
5.00
5.25
5.35
5.50
MAXIMUM STORAGE ELEVATION 5.70
AREA VOLUME
4,132.22 1937.565 CF
4,267.96 2987.588 CF
4,322.82 3417.127 CF
4,405.81 4071.809 CF
4,515.37 4963.927 CF

z
o i•�
GV <
DI A
DI B
mk�
ime
Scale 1 : 1024.72

File Edit'Project View
figuupr[[ation. Took Analyze Resultsi Window Help
. ?.x
Rainfall r�-- jr4Wnfall Inputs_
i
(Q' Cumulative Depth !11 - j
i2. .002
I� Absolute Depth '�.003
.004
9 Intensity 15 .005
16 .006
Multiplier 5.75 117 7
18.008
119
Time r I10 .Ot i
' "
Time Interval Minutes L .012
113 .013
Total Time Hours 114 014 ---'
115 .015
116 1.016
I
0.1 117, 1.017
1 ;, Insert-,. 'Delete! ;
'Cancel;
71

y Node - IB
[Max Stage = 5.698]
5.7
5.6
5.5
5.4
5.3-
5.2
.r
w
cu
5.0-
4.9-
4.8
4.7--
LK:1
4.5--
1 Sun 3AM 6AM 9AM 12PM
Jan 1995 Time
3PM 6PM 9PM 2 Mon

Conduit INFIL from IB to Node 15
[Max Flow = 0.5025][Max Velocity = 0.75]
®I Lr?I JJJJ
Upstream Elevation Downstream Elevation Flow Velocity
5.5
4.5-
0.50--
0.45-
0.40-
0.35-
10 0.30-
U
0 0.25--
5
0.20-
0.15-
0.10-
0.05-
0.00-
1 Sun 3AM 6AM 9AM 12PM 3PM 6PM 9PM 2 Mon
Jan 1995 Time
7
P
.5<
m
0
4"
1<
.3
VA
1
C

Conduit LS-2 from Node? to Node 11
[Max Flow = 0.9787][Max Velocity = 0.94]
->-Y.✓ I
J J J J
Upstream Elevation
Downstream Elevation Flow
Velocity
5.68 -.. _ -
- - - - _ - -- ---- -- - - -- - - --
- - - ---- - --
c5.66
- - - -
- -- -- - - - ---- — - ---- — - ----- -- -
- - --- --
o
-
>
5.64---
05
- - - - -- -
5.620.9
------- - - -- -';_ -- -- -- -- - - - -
- - - - -- --
0.9--- ------ ------
--- ---- 1---- --------------.
-_
- = 0.8
0.7 - -- - - - --
- - - ---.- - ._—__..�— -- - ---- ---
_ -0.7
-- -----
0.6 - - --
- -
- --- - 0.6 m
U
0.5--. --...
0.5
- -- - -
- -- ----- ------ - ----- _ - - -
---- - - - - ------
o
LL
a -
- 04 cn
0.3-_--- - -- - _...------
-- 1'
-- --. --0.3
-- - -
0.1 = - -- --- - - -- --
-- - -
1
-
1 Sun 3AM
6AM 9AM 12PM 3PM 6PM
91PM 2 Mon
Jan 1995
Time

Conduit Link5 from Flume to Node6
[Max Flow= 0.3393] [Max Velocity=0.90]
Upstream Elevation Downstream Elevation
I m m m m
Flow Velocity
6.1
6.0
5.9
5.8
w 5.7
5.6
5.5
0.35
0.30
0.25
0.20
U
0.10
0.05
0.00
1 Sun
Jan 1995
Time
2 Mon
Conduit Link4 from DI D to Node6
[Max Flow = 0.9658] [Max Velocity = 1.201
®I ®m®
Upstream Elevation Downstream Elevation
�j mmmm
Flow Velocity
5.6-r
I
5.4
5.2--
c
5.0
w 4.8
4.6
4.4- -
4.2---
1.0-..--- --.. .
1.2
0.9.. - -
1.1
i U
� 0.9
0.7
I I
I
0.6
< _0.7
N -�
p --
�.�0.5..i.
O
u
0.4'...'._-
-0.3
0.2.,. ,..t.�.,.
-0.2
0.1 .I ,'i - - 0.1
/_.. 0.0
0.0 -
1 Sun 2 Mon
Jan 1995 Time
5.8 -.
5.6
5.4-`
5.2
c
5.0
m
w 4.8
4.6
4.4 -
4.2
Conduit Link3 from DI C to Node6
[Max Flow = 2.8360] [Max Velocity = 2.36]
®I mmm
Upstream Elevation Downstream Elevation
r mmmm
Flow Velocity
2.5-..:_.
:SJ
_.. .. 1 2.0
1.5

Link Table
Name
Diameter
(Height)
It
Length
ft
Number
of
Barrels
Upstream
Invert
Elevation
Downstream
Invert
Elevation
Shape
Rough
ess
Conduit
Slope
Upstream
Node Name
Upstream
Crown
Elevation (ft,
Downstream
Node Name
Downstream
Crown
Elevation (ft,
Max Flow
(ft^3/s,
m 3/s)
Max
Velocity
(ft/s, m/s)
Max
X-Sectional
Area (ftA 2,
Linkt
1.000
118.000
1.000
4.500
4.300
Circular
0.024
0.169
DI A
5.500
DI C
5.300
0.530
1.180
0.810
Link2
1.000
97.000
1.000
4.450
4.300
Circular
0.024
0.155
DI B
5.450
DI C
5.300
1.110
1.410
0.820
Link3
1.250
55.000
1.000
4.300
4.200
Circular
0.024
0.182
DI C
5.550
Node6
5.450
2.840
2.360
1.290
Link4
1.000
55.000
1.000
4.350
4.250
Circular
0.024
0.182
DI D
5.350
Node6
5.250
0.970
1.200
0.820
Link5
0.500
20.000
1.000
6.000
5.500
Trapezoi
0.045
2.500
Flume
6.500
Node6
6.000
0,340
0.900
0.600
Swale
2.500
26.700
1.000
4.000
4.000
Trapezoi
0.045
0.000
Node6
6.500
Node?
6.500
14.120
0.290
21.960
LS
1.250
5.000
1.000
5.250
5.200
Trapezoi
0.014
0.000
Node7
6.500
IB
6.450
4.140
1.120
59.500
LS-2
1.000
5.000
1.000
5.600
5.600
Trapezoi
0.024
0.000
Node7
6.600
Nodell
6.600
0.980
0.940
1.040
INFIL
0.470
30.000
1.000
4.500
4.000
Circular
0.024
1.667
IB
4.970
Node15
4.470
0.500
0.750
1.000
226.1
0.470
30.000
1.000
4.500
4.000
Circular
0.024
1.667
IB
4.970
Node15
4.470
0.500
0.750
1.000
VF
1.500
30.000
1.000
5.400
4.500
Trapezoi
0.045
3.000
Nodell
6.900
Nodel2
6.000
0.980
11.200
10.810
ill
11128/07 09:08:26

Node Table
Name
Subcatchme
nt
Node Name
Area
ac
Ground
Elevation (Spill
Crest)
Invert
Elevation
ft
Maximum
Crown
Elevation (ft,
Pervious Area
Curve Number
Time of
Concentration
(or Parameter
Max Water
Elevation
ft
Time of
Maximum HGL
(hrs)
Ponding Type
Continuity
Error Volume
(% of Node)
DI A
1
DI A
0.110
6.500
4.500
6.500
98.000
5.000
5.802
12.167
Allowed
0.050
DI B
1
DI B
0.230
7.100
4.450
7.100
98.000
5.000
6.018
12.150
Allowed
0.030
DI C
1
DI C
0.250
6.600
4.300
6.600
98.000
5.000
5.734
12.367
Allowed
0.040
DI D
1
DI D
0.200
6.550
4.350
6.550
98.000
5.000
5.711
12.433
Allowed
0.050
Flume
1
Flume
0.070
6.700
6.000
6.700
98.000
5.000
6.089
12.133
Allowed
0.130
Node6
Node6
6.500
4.000
6.500
0.000
0.000
5.698
12.450
None
-0.090
Node7
Node7
7.500
4.000
6.600
0.000
0.000
5.698
12.450
None
-0.030
IB
1
18
0.200
6.500
4.500
7.500
80.000
5.000
5.698
12.450
Allowed
-0.720
Node11
Node11
7.000
5.400
7.000
0.000
0.000
5.517
12.450
Allowed
-0.040
Node12
Node12
7.000
4.500
7.000
0.000
0.000
4.575
12.467
Allowed
0.000
Node15
Node15
6.500
4.000
7.500
0.000
0.000
4.000
0.000
None
0.000
11/28/07 09:00:52 1/1

LIMITED LIABILITY COMPANY
ANNUAL REPORT
e
NAME OF LIMITED LIABILITY COMPANY: LFM Properties, LLC
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0746355
NATURE OF BUSINESS: Real Estate Development
REGISTERED AGENT: Norrell, Frances M.
REGISTERED OFFICE MAILING ADDRESS: 407-L South Griffin Street
Elizabeth City, NC 27909
SOSID: 0746355
Date Filed: 3/14/2007 2:44:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200713000487
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 407-L South Griffin Street
Elizabeth City, NC 27909 Pasquoumk County
SIGNATURE OF THE NEW REGISTERED AGENT:
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS:
MANAGERS/MEMBERS/ORGANIZERS:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
407-L South Griffin Street
Elizabeth City, NC 27909
407-L South Griffin Street
Elizabeth City, NC 27909
Name: Lucien O. Morrisette
Name: Frances M. Norrell
Name: Marcella F. Morriselle
Title: Manager
Title: Manager
Title: Manager
Address:
Address:
Address:
115 Havemvood Drive
1000 Riverside Avenue
4014 Soundside Road
Q A M PE N , NC, ,l %q.71
Elizabeth City, NC 27909
Nags Head, NC 17959
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Lucien Momseae
TYPE OR PRINT NAME
20070314
DATE
Merger
TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E•Paid MAIL TO: Scovwy of Slme • Corpm ions Division • Post Olfim Box 29525 • Raleigh, NC 27626-0525