SW8060847_Historical File_20061016 (2)

September 20, 2006
To: Paul Bartlett, P.E.
Environmental Engineer
From: Justin Bishop, E.I.
Malpass Engineering, P.C.
Re: Tidelands on the River
SW8 060847
Request for Additional Information
Q t1. Added note #14. Currently there is no JD because the Corps of Engineers are still
/0� able to sign an maps. The owner has spoken with Jennifer F v'� gn Y p p rye and she said for his
Ve it is just a matter of signing when they are allowed to start signing maps again.
12!A copy of the covenants and deed restrictions is provided.
t, 3 Changed the side slope to 3:1 on the Tidelands Drive cross section detail on sheet #1.
Zpies of the revised plan are provided. Please use previously provided calculations
applications which have not changed.
Thanks.
SEP 2 0 ?006
00P

P. 1
* * * COMMUNICATION RESULT REPORT ( SEP.13.2006
FILE MODE OPTION
---------------------------
143 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
---------------
93925203
2:36PM )
TTI
RESULT
-------0 -
ft
NCDENR WIRO
PAGE
--------P--- P.4/4
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date; 9/13/06 No. of Pages; 4 (Incl. Cover)
To; Jeff Malpass From: Paul Bartlett
Company: Water Quality Section
Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
.DWQ Stormwater Project Numb -or: SWO 000947
Project Name: Tidelands on the River
MESSAGE:
Jet
A Request for Additional Information is attached for the supject project. The original will
be mailed to Mr: Jessup, and a copy will be mailed to you.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 9/13/06
To: Jeff Malpass
Company:
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 4 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
.DWQ Stormwater Project Number: SW8 060847
Project Name: Tidelands on the River
MESSAGE:
Jeff,
A Request for Additional Information is attached for the subject project.
be mailed to Mr. Jessup, and a copy will be mailed to you.
ENB1ptb: S:IWQSISTORMWATERIADDINF0120061060847.sept06
The original will
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

O�O� W A T 19
> ,U
September 13, 2006
Mr. Ronald K. Jessup II
MRS Properties, LLC
P.O. Box 15730
Wilmington, NC 28408
Subject: Request for Additional Information
Stormwater Project No. SW8 060847
Tidelands on the River
New Hanover County
Dear Mr. Jessup:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Tidelands on the River on August 23, 2006. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. Please: (a) add a note to the plans that lists the name of the consulting firm who
did the wetlands delineation and the date of the delineation; and (b) provide a
copy of the Corps of Engineers' jurisdictional determination if there is a JD.
2. Plegse add to the draft covenants and deed restrictions: (a) "refer to attached
p able" in the blank space of Item #27(f) and attach a copy of the BUA table from
the supplement; and (b) add Items #7, #9, and #10 from the attached deed
restriction shell for a low density residential subdivision.
3. Please change the 2:1 side slope to 3:1 or less on the Tidelands Drive cross
�0 section detail on Sheet #1.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to September 21, 2006, or
the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information..
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-2 a 5.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone]
Wilmington Regional Office Internet: www.ncwatMuality.org Fax [phone]
N,Oppnn;ett}}ttCarO llla
�/VlltllCQ��lt
Customer Service
1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Mr. Ronald K. Jessup II
September 13, 2006
Stormwater Application No. SW8 060847
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Since ly,
T`
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:1WQSISTORMWATERIADDINFO120061060847.sept06
cc: Jeff Malpass, P.E.
Paul Bartlett

Page 1 of 1
North Carolina
,Marne F Marshall 0111EEA i EST CIF T 11 E
Secretary SECRETARY of TALT:-'
Corporations
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Print
'Printable Page
PO Bux 29622 Rale4h, NC 2762"622 (919)807-20000
Date: 9/12/2006
Click here to:
View Document Filings I
Print apre-populated Annual Report Form I Annual Report Count I FII
an Annual Report I
Corporation Names
Name Name Type
14C MRS Properties, L.L.C. Legal
Limited Liability Company Information
SOSID:
0780094
Status:
Current -Active
Date Formed:
5/212nn5
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Jessup, Ronald K., II
703 St. Joseph Street Unit 101
Carolina Beach NC 28428
703 St. Joseph Street Unit 101
Carolina Beach NC 28428
P.O. Box 15730
Wilmington NC 28408
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?PitemId=7739864 9/12/2006

4n' .
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAN E OF LILTED LIABILITY COMPANY: MM Properties, L.L.C.
FISCAL YEAR ENDING:
SOSID: 0780094 .
Date Filed: 7/17/2006 4:07:00 PM
Elaine F. Marshall
North Carolina Secretary of State
2006123 00386
STATE OF INCORPORATION: NC
SECRETARY OF STATE R..L.L.P. ID NUMBER: 0780094 FEDERAL EMPLOYER ID NUMBER:
k NATURE OF BUSINESS: -.o l WdA e- Sr,%veS;Vme-ni1�1 sLv 2 t o p rr, e— Kf
REGISTERED AGENT: Jessup, Ronald K ,11
REGISTERED OFFICE MAILING ADDRESS: P.O. Box 15730
Irilmington, NC 28408
REGISTERED OFFICE STREET ADDRESS: 703 St. Joseph Street, Unit 101
Carolina Beach, NC 28428
SIGNATURE OF THE NEW REGISTERED ACCENT:
3-606-14535631
SIGNATURE. CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: CI 0 -4q '"i 4 TS
PRINCIPAL OFFICE MAILING ADDRESS: P.O. Banc 15730
Wilmington, NC 28408
PRINCIPAL OFFICE STREET ADDRESS: 703 St. Joseph Street, Unit 10J
Carolina Beach, NC 28428
MANAGERS/MEMBERS/ORGANIZERS:
Nam:-ziesso Name-.11wt&4,v S, 3'lmve > rv1 S
f�I1�. � �� `f Name; I / ci � @ JI'Ys t 71� � "" �
Title: wry, bear: Title: I Y1 a w. +r' Title: . fXe ►bwj
Address: $%0j�, $��.lp Wpr�Ci+ Dr Address: Q�C� . nY•�,o,20Q,1 Address: JZ 3�A x V I e0w Dr
s te MC Zip: �. 4i�. s °'nx° z`�` �s�7� state': � Zip: ;'A?tH� tP�
CERTIF'IC ON OF ANNUAL REPOR ST BE CU D BY ALL LIMITED LIABILITY COMPANIES
3jualba
FORM MUST BE SIGNED BY A MANAG MEMBER I. DATE
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL. REPORT FEE: 3200 MAIL TO: Secretary of State - Corporation Division • Post Office Box 29525 • Raleigh, NC 27626.0525
Elm
Ylillliilll IIIIIIIIIIIIiIII IIIIIII�IIIIIIIIIIIIII

SOSID: 780094
Date Filed: 5/2/2005 9:04:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200511900189
ARTICLES OF ORGANIZATION
OF
MRS PROPERTIES, L.L.C.
The undersigned, being of the age of eighteen years or more, does hereby make,
acknowledge and submit these Articles of Organization, pursuant to N. C. G. S. Section
57C-2-20 for the purpose of forming a limited liability company under and by virtue of the
laws of the State of North Carolina:
1. The name of the limited liability company is MRS PROPERTIES, L.L.C.
2. The duration of the limited liability company is perpetual.
3. The name and address of each organizer executing these articles of
organization is as follows:
1. Mike Smith
8803 Shipwatch Drive
Wilmington, NC 28412
2. T. Scott Jones
8803 Shipwatch Drive
Wilmington, NC 28412
3. Ronald K. Jessup, Il
8803 Shipwatch Drive
Wilmington, NC 28412
4. The street address and county of the initial Registered Office of the limited
liability company in the State of North Carolina is 8803 Shipwatch Drive, Wilmington, New
Hanover County, North Carolina, 28412.
5. The name of its initial Registered Agent at such address is RONALD K.
1

JESSUP, II.
6. The street address and county of the Principal Office of the limited liability
company in the State of North Carolina is 8803 Shipwatch Court, Wilmington, New Hanover
County, North Carolina, 28412.
7. The limited liability company shall be member managed and all members by
virtue of their status as members shall be managers of this limited liability company.
B. These articles shall be effective upon filing.
1N WITNESS WHEREOF, I have hereunto set my hand this 12eday of Y'
, 2005.
SEAL)
MIKE' SMIT
T.
vlut4
RONALD K JES ,
Organizer
2

TopoZone - USGS Carolina Beach (NC) Topo Mapes Page 1 of 1
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�USGS Carolina Beach (NC) Quadrangle M=-8.949 � Projection is UTM Zone 18 NAD83 Datum G=_1.638
http://www.topozone.comlpiint. asp?lat=34.09778&lon=-77.91944&s=48&size=m&u=6&l... 9/12/2006

August 25, 2006
To: Paul Bartlett
From: Justin Bishop, E.I.
Malpass Engineering, P.C.
Re: Tidelands on the River
SwBG 2 5 ZOOS
t)6ogY7
Here is a copy of the proposed deed restrictions for Tidelands on the River. The package
was submitted on Wednesday August 25, 2006, but I do not know what project number it
was assigned.
Thanks.

STORMWATER NARRATIVE & CALCULATIONS
TIDELANDS ON THE RIVER
FOR:
MRS PROPERTIES, LLC
P.O. BOX 15730
WILMINGTON, N.C. 28408
PH 910-458-9445
A G t 3 Zo �k—f
i0a ...n1
ol
AUGUST 23, 2006
PREPARED BY:
MALPASS ENGINEERING, P.C.
1134 SHIPYARD BLVD.
WILMINGTON, N.C. 28412
'9" 0"392-5243 PHONE
[phone] FAX

Narrative
Description:
Travel from the intersection of US-117 (Shipyard Blvd) & US-421 (Carolina Beach Rd)
south on US-421 approx. 6.8 miles. Turn right on Halyburton Memorial Parkway and
travel approx. 1.7 miles. Turn right on River Rd. and travel approx. 0.2 miles. The
property is located on the west side of River Road.
Site acreage: 6.32 ac.
Site acreage to be disturbed: 1.65 ac.
Soils to be disturbed are mainly Ly, Kr, & Do.
The runoff from the site was estimated using the rational Method, 10 year design storm
and rainfall date for the area.
The project is a low density site consisting of 4 existing platted lots. Stormwater will be
treated by sheet flow.
Erosion Control Measures:
The attached plans and specifications state or show required Sediment and Erosion
Control measures to be taken.
A gravel construction entrance will be constructed at the entrance off River Road.
Silt fence will be installed to prevent sediment from leaving the site.
Sediment traps will be installed as shown on plan.
Outlet protection will be installed as shown on plan.
Mulching will be used on berm to immediately stabilize area.
Construction Sequence:
The gravel construction entrance off River Road will be installed. Secondly, the
silt fence will be installed. The sediment traps will then be installed. Then clearing of
the easement, excavation of the swales, construction of the berm, and installation of the
utilities may begin. The berm is to be immediately seeded and stabilized with mulch and
landscaping. Outlet protection is to be installed as shown on plan. Stabilize site by
seeding (per specs) disturbed areas within 21 days of no construction of any phase of
activity.

YT AND, NATURAL RESOURCES NORTH CAROLINA
,NLti RESOURCES 7.5 MINUTE SERIES (TOPO(
'EOLOGICAL SURVEY
'J NW
IGTON) 230 55' 2 330 000 LET 233 2':
tp3•!Cx` I! .l��A��� J Il � L � :� l � � � � J1J1�� ^ .,�_'—_ -
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om !'eer 4' 2 7 5` ! 4-- 121 ' 5 7= ) 5 3' 6 7
z w J 1 J
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IMJECT qrc fur c4Jc-q nsj dehs�K/ = IS�j 647+ 17, 325 = 250J492
S� ce 1 2i a43 /- zs',l, Iq2 ) use ►92� - x as At piect arm
T641 imptrviouL M4 4164 (3A) = , 30 x %Z = 5762 4 42
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VSe 4,759 7irl Lf �,f+ r4�
USe 121 "@ r Lof 7
>1= 5, 5 34 L
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C�Ir.� r.
tmp#13.txt
culvert calculator
All calculator output should be verified prior to design use
Entered Data:
Shape...........................
Number of Barrels ...............
Solving for .....................
chart Number ....................
scale Number .................
Chart Description ...............
ENTRANCE
Scale Deccription ...............
overtopping .....................
Flowrate ........................
manning's n .................
Roadway Elevation ...............
Inlet Elevation ........
outlet Elevation ................
Diameter ........
Length..........................
Entrance Loss ...................
Tailwater .......................
Computed Results:
Headwater .......................
Slope..........................
Velocity ........................
circular
1
Headwater
1
1
CONCRETE PIPE CULVERT; NO BEVELED RING
SQUARE EDGE ENTRANCE WITH HEADWALL
off
5.4400 cfs
0.0130
8.3000 ft
5.1000 ft
4.9700 ft
18.0000 in
43.6500 ft
0.0000
1.5000 ft
6.7338 ft Outlet Control
0.0030 ft/ft
3.0784 fps
Messages:
outlet head > Inlet head.
Computing Outlet Control headwater_
outlet submerged.
Full flow.
Headwater depth computed using FHWA equation.
Headwater: 6.7338 ft
Page 1

A —ioop
tmp#12.txt
Culvert Calculator
All calculator output should be verified prior to design use
Entered Data:
shape _ .................
Number of Barrels ...............
solving for ..
Chart Number ....................
scale Number .....••. ......••
Chart Description ...............
ENTRANCE
Scale Decsription ...............
Overtopping ...........
Flowrate ...
manning's n .....•...
Roadway Elevation ...............
Inlet Elevation .................
outlet Elevation ................
Diameter ........................
Length.. .......................
Entrance Loss ...................
Tailwater ...
Computed Results:
Headwater ......
Slope.........................
Velocity........................
Circular
1
Headwater
1
1
CONCRETE PIPE CULVERT; No BEVELED RING
SQUARE EDGE ENTRANCE WITH HEADWALL
off
6.4000 cfs
0.0130
8.3000 ft
5.1000 ft
4.9700 ft
18.0000 in
43.6500 ft
0.0000
5.0300 ft
10.3651 ft outlet control
0.0030 ft/ft
3.6217 fps
Messages:
outlet head > inlet head.
Computing outlet control headwater.
outlet submerged.
Full flow.
Headwater depth computed using FHWA equation.
Headwater: 10.3651 ft
Page 1

yr-
Outiet W Doi* 0.4La
pipe
diameter (Do) La
dlgz�—O - 5 Do
90 -
80
70
60
'0
20
3 5 10
20 50 100
Discharge (ft 3/sec)
may not be extrapolated.
I tailwater condition (T, 0.5 diameter).
;-jgurq 8.06b Design of outlet protection from a round pipe flowing full, maximum
rl 0
1000
Rcv. 12M

tmp#3.txt
channel calculator
Given Input Data:
Shape ............. Trapezoidal
solving for Depth of Flow
Flowrate ....... 3.9100 cfs
Slope .. ..... ............... 0.0050 ft/ft
manning's n .......... 0.0300
Height ...... 16.0000 in
Bottom width .................... 0.0000 in
Left slope . 0.2667 ft/ft (v/H)
Right slope .. 0.2667 ft/ft (v/H)
computed Results:
Depth 9.1380 in
velocity 1.7983 fps
Full Flowrate ......... 17.4139 cfs
Flow area ....................... 2.1743 ft2
Flow perimeter 70.9216 in
Hydraulic radius ...... 4.4147 in
Top width ....................... 68.5263 in
Area 6.6658 ft2
Perimeter .. 124.1789 in
Percent full .. 57.1124 %
Critical Information
critical depth .................. 7.0011 in
critical slope ............... 0.0207 ft/ft
critical velocity 3.0636 fps
critical area ........... 1.2763 ft2
critical perimeter .. 54.3368 in
critical hydraulic radius ..... 3.3823 in
critical top width .............. 52.5017 in
specific energy 0.8118 ft
Minimum energy ......... 0.8751 ft
Froude number 0.5138
Flow condition .. ... subcritical
Page 1

5W41e 14` 25 yr
tmp#4.txt
channel calculator
Given input Data:
Shape ...... Trapezoidal
solving for ........ Depth of Flow
Flowrate 4.4100 cfs
slope ........................ 0.0050 ft/ft
manning's n . 0.0300
Height .. ................. 16.0000 in
Bottom width ......... 0.0000 in
Left slope ......... 0.2667 ft/ft (v/H)
Right slope 0.2667 ft/ft (v/H)
computed Results.
Depth ........................... 9.5598 in
velocity •..•.......••.. 1.8532 fps
Full Flowrate ................... 17.4139 cfs
Flow area .... 2.3796 ft2
Flow perimeter .................. 74.1953 in
Hydraulic radius 4.6185 in
Top width ....................... 71.6895 in
area ...... 6.6658 ft2
Perimeter . 124.1789 in
Percent full .................... 59.7487 %
critical information
Critical depth .. 7.3463 in
critical slope . 0.0204 ft/ft
critical velocity .. 3.1382 fps
critical area .... 1.4053 ft2
Critical perimeter .............. 57.0163 in
Critical hydraulic radius ....... 3.5491 in
critical top width ....... 55.0906 in
specific energy .... 0.8500 ft
Minimum energy 0.9183 ft
Froude number 0.5177
Flow condition .................. subcritical
Page 1

\ wale A 19 f, 0
tmp#5.txt
channel calculator
Given Input Data:
Shape ..........
solving for .......
Flowrate ..........
slope ..........
manning`s n .....
Height ....•••
Bottom width ......
Left slope ........
Right slope ..
Computed Results:
De th ......
velocity ...
Full Flowrate ..........•••.•••••
Flow area .......................
Flow perimeter .............
Hydraulic radius ................
Top width .......................
Area ...........
Perimeter ..................—...
Percent full ....................
Trapezoidal
Depth of Flow
5.1900 cfs
0.0050 ft/ft
0.0300
16.0000 in
0.0000 in
0.2667 ft/ft (v/H)
0.2667 ft/ft (v/H)
10,1618 in
1.9302 fps
17.4139 cfs
2.6888 ft2
78.8678 in
4.9093 in
76.2042 in
6.6658 ft2
124.1789 in
63.5114 %
critical Information
Critical
depth ..................
7.8408
in
Critical
Critical
slope .................
velocity ......... .....
0.0199
3.2421
ft/ft
fps
Critical
area ...................
1.6008
ft2
critical
perimeter ..............
60.8542
in
critical
hydraulic radius .......
3.7880
in
critical
top width ..............
58.7989
0.9047
in
ft
Specific
energy .................
0.9801
ft
Minimum energy ..... ..........
Froude number ........... .......
0.5230
Flow condition ..................
subcritical
Page 1

SW.L B - 10 yr-
tmp#8.txt
Channel Calculator
Given Input Data:
Shape Trapezoidal
solving for ..................... Depth of Flow
Flowrate .................... ••• 0.9200 cfs
slope ........................... 0.0050 ft/ft
manning's n 0.0300
Height .......................... 16.0000 in
Bottom width .. • 0.0000 in
Left slope ...................... 0.2667 ft/ft (V/H)
Right slope .......... 0.2667 ft/ft (V/H)
Computed Results:
Depth ...............1.........
....•
5.3113
1.2525
in
fps
Velocity •.............••••
Full Flowrate ........•••• .... .•
17,413413
79
cfs
Flow area .........•• 'I• ....' ..
0.7346
ft2
Flow perimeter •• •...........'
41.2223
in
Hydraulic radius ...••• •••• ' ..'
i.566n
Top width .. ...... ... .........
301
6.6658
in
ft2
Area .............. ........•••••
124 1789
in
Perimeter .......................
Percent full ....................
33.1959
%
critical Information
Critical
depth ..................
3.9247
0 0251
in
ft/ft
critical
Critical
slope .................
velocity ...............
2.2938
fps
Critical
area ...................
0.4011
ft2
Critical
perimeter ........
30.4606
in
critical
hydraulic radius .......
1.8961
in
Critical
top width ..............
29.4318
0.4670
in
ft
Specific
energy .................
0.4906
ft
Minimum
Froude number
energy ..................
...................
0.4694
Flow condition
...• ......•• •• .
subcritical
Page 1

tmp#9.txt
Channel Calculator
Given Input Data: Trapezoidal
shape .••. .... Depth of Flow
solving for 300 cfs
Flowrate ........................ 1.0ft/ft
slope .0300 0.0050
Manning's n ..........
300
Height .......................... 16.0000 in
Bottom width ...... 0.0000 in
Left slope ... 0.2667 ft/ft (v/H)
Right slope ............. 0.2667 ft/ft (v/H)
computed Results: 5.5411 in
velocitth y ........................ 1.2883 fps
Full Flowrate .... .... .. 17.4139 cfs
Flow area .............. 0.7995 ft2
Flow perimeter .................. 43.0057 in
Hydraulic radius ................ 2.6770 in
Top width ....................... 41.5533 in
Area 6,6658 ft2
Perimeter .... 124.1789 in
Percent full ....... 34.6320 %
critical Information
Critical depth 4.1061 in
Critical slope 0.0247 ft/ft
Critical velocity 2.3462 fps
Critical area 0.4390 ft2
Critical perimeter .............. 31.8682 in
Critical hydraulic radius ....... 1.9837 in
Critical top width .............. 30.7920 in
specific energy ................. 0.4876 ft
Minimum energy ... .. 0.5133 ft
Froude number ................... 0.4727
Flow condition .................. subcritical
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tmp#10.txt
channel calculator
Given Input Data:
Shape ........................... Trapezoidal
Solving for ..................... Depth of Flow
Flowrate ........................ 1.2100 cfs
Slope ........................... 0.0050 ft/ft
manning's n ........... ......... 0.0300
Height .......................... 16.0000 in
Bottom width .................... 0.0000 in
Left slope ...................... 0.2667 ft/ft (V/H)
Right slope ..................... 0.2667 ft/ft (V/H)
Computed Results:
Depth
5.8861
in
...........................
1.3413
fps
velocity ........................
Full Flowrate ...................
17.4139
cfs
Flow area ........
.............. 0.9021
ft2
Flow perimeter ..................
45.6832
in
Hydraulic radius ................
2.8437
in
Top width .......................
44.1403
in
Area ............................
6.6658
ft2
Perimeter .......................
124.1789
in
Percent full ....................
36.7882
%
critical Information
Critical depth .................. 4.3793 in
Critical slope .................. 0.0242 ft/ft
Critical velocity .......... 2.4230 fps
Critical area .............. 0.4994 ft2
Critical perimeter ........... 33.9889 in
Critical hydraulic radius ....... 2.1157 in
Critical top width ........ —.— 32.8410 in
specific energy ................. 0.5185 ft
Minimum energy ................ :, 0.5474 ft
Froude number ................. . 0.4775
Flow condition .................. subcritical
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