HomeMy WebLinkAboutContract 38238-A1 CITY SECRETARY
CONTRACT NO.�Sl
AMENDMENT
TO CITY SECRETARY CONTRACT NO.38238
STORMWATER FACILITY MAINTENANCE AGREEMENT
This AMENDMENT TO CITY SECRETARY CONTRACT NO. 38238 ,
STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into by
and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas,
acting herein by and through its duly authorized City Manager or duly designated Assistant City
Manager, hereinafter referred to as the "City", and BNSF Railway Company a Delaware
corporation "Landowner", acting herein by and through its duly authorized representative,
hereinafter referred to as "Licensee".
RECITALS
WHEREAS, the City of Fort Worth ("City") and BNSF Railway Company a Delaware
corporation made and entered into City Secretary Contract No. 38238 (the "Agreement") to
authorize the use of on-site stormwater management facilities (the "Facility")to be constructed and
maintained on a portion of Landowner's property; and
WHEREAS, the Agreement was recorded with the property records of the Tarrant County
as document No.D209043974 which is one and the same as City Secretary Contract 38238.
WHEREAS,the Agreement contains exhibit(s)B and C that depicts the location and design
specifications of the Facility; and
WHEREAS,it advisable to execute this Amendment to the Agreement to revise exhibits-B
and C in the Agreement to depict changes location and design changes being added to the original
agreement;and
NOW THEREFORE, City and Landowner, acting herein by and through their duly
authorized representatives,enter into the following that amends the Agreement:
QM'123456 1.
OFFICIAL RECORD
CITY SECRETARY
y o FT.WORTH,TX
a+ 1v a -----------------
Exhibit B is hereby replaced with Exhibit B-1 attached hereto and incorporated herein to the
Agreement,consisting of revised location of the Facility.
2.
Exhibit C1 is hereby added to supplement Exhibit C consisting of revised design specifications.
3.
This Amendment shall be filed with the City Secretary as an amendment to the Agreement
and also recorded among the land records of Tarrant County, Texas, and shall constitute a covenant
running with the land,and shall be binding on the Landowner, its administrators, executors, assigns,
heirs and any other successors in interests,including any property owners association.
4.
All other provisions of the Agreement which are not expressly amended herein shall remain
in full force and effect
EXECUTED on this the day of , 2018.
REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK
FOR'
CITY OF FOR WORTH:
U; _
esus J Ch ,
Assistant Ci Manager
City g -
Sh ity Secretary
Approved as to Form and Legality:
CA0,
M&C:-
Assistant City Attorney
1295:
OFFICIAL RECORD
CITY SECRETARY
FT WORTH,TX
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the under ' ned a�triWaN ary Public in and for the State of
Texas, on this day personally appeared nt City Manager, known to me to
be the person whose name is subscribed to the foregoing instrument, and acknowledged to me
that he/she executed the same for the purposes and consideration therein expressed, as the act
and deed of the CITY OF FORT WORTH, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 2018.
`4�PY Pfie•
=AN of Public, State of exas
MExp
F Oc SE,•
LANDOWNER'S NAME
BNSF Railway Company, a Delawa Corporation
By: fxvok �
Printed Name: Blaine Bilderback
Title: Director Corporate Real Estate
OFFICIAL RECORD
CITY SECRETARY
FT WORnt, Tx
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Blaine Bilderback, Director Corporate Real Estate,
known to me to be the person whose name is subscribed to the foregoing instrument, and
acknowledged to me that he/she executed the same for the purposes and consideration therein
expressed, as the act and deed of BNSF Railway Company a Delaware corporation, and in the
capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this/64ay of yL 2018.
n
l C-
"'�.�� DEANA RICE Notary Public, State of Texas
+ Notary public,State 0 Texas
• Comm.Expires W-25-2021
Notary ID 352857-9
Can•tra,cl Comphance Manager
By sig mz I acl�o,•fhd-,t t'_�at I am the person responsible
nor,he moiLltorinor and adn.Lrl station ` tLis con.ract, LC_1dLo
11J u11Lly 1 VV11V1� f111Vv 1U 1\+F V111115 1VV LLll�.111\.11 LJ•
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH$ TX
5/B'Irt
AMA
820 MARK IV LLC, CURVE TABLE
C.C. NO. D205218129. CURVE DELTA RADIUS LENGTH CHORD-DIR CHORD
D.R.T.C.T. Cl 90600'00' 8.00 12.57 S07'09'06'W 11.31
EXHIBIT B-1 C2 83'24'12' 29.01 42.23 N86'07'27'W 38.60
PAGE 1 OF 4 C3 96'33'07' 8.00 13.48 NO3'52'33'E 11.94
\C C4 90'00'00' 8.00 12.57 S82'50'54E 11.31
C5 69053042' 17.00 2667 S07'05'56'W 24.02
C10(20 ��2 C6 90'40'16' 16.98 26.88 N82'40'19'V 24.16
C7 94.41'21' 21.00 34.71 N09.57'16'E 30.89
9 CS 84'33'30' 17.00 25.09 S80'07'40'E 22.87
C9 48'45'58' 17.00 14.47 N62'26'44'V 14.04
Ll �? C10 107.57'40' 16.00 30.15 NO2'02'35'W 25.88
PARCEL 3 C9 ��°j CI1 90'00'00' 14.00 21.99 S83-03'45-El 19.80
LINE TABLE
\ LINE LENGTH BEARING
Ll 33.00 N37.50'55'W
L2 25.00 S52'09'05'V
L3 221.63 S52'09106'W
1-4 162.46 N44.24'00'V
C
L5 261.03 N52'09106'E
PARCEL 2 1-6 18040 S37'50'54'E
L p L7 2671.77 N37'50'55'W
J' L8 59.16 S52'09'05'V
P. 820 MARK IV LLC, L9 79.57 S52402'47'W
'.c
C.C. NO. D205218129, LID 26.66 N37'23025'W
'O p D.R.T.C.T.
J o L11 75.39 N57.17.56'E
tea, t L12 23.71 S37.50'55'E
p �J L13 3016.27 N37.50'55'W
L14 17.34 S52'09105'W
L15 26.05 S42.14'29'W
QST L16 36.24 N86'49'44'W
'? L17 57.42 N38'03'45'V
9\ LIS 45.68 N47'05'22'W
!� L19 6LB3 N41420'39'W
r 120 47.40 N55.34'04'V
L21 47.40 N51'56'15'E
t�+ \ L22 191.10 S39'24'47'E
L23 57.68 S40'36'43'E
q�B
'Prc jcp 14.�i Q1,�o9
B3,}
°c`�4Pti
\ �f2t2o
\ G
0 300 600 900\
SCALE 1'=300' of
qE.S
HERBERT S. BEASLEY \ .....u�.
4050 ry5.
�7RoFfss1�?!O� X04 �y c4 eryP
Np SURA { �.
PARCEL\? Ct
HERBERT S. BEASL PREPARED
C2
REGISTERED PROFE ONAL JUNE 6, 2017 EXHIBIT B-1 \
LAND SURVEYOR 0. 4050 �s
o
EXHIBIT B-1
PAGE 2 OF 4
EXHIBIT B-1
PARCEI-1
Being 1.196 acres of land located in the David Odum Survey,Abstract No. 1184,Tarrant
County,Texas,being a portion of the tract of land described in the deed to Burlington Northern
and Santa Fe Railway Company recorded in Volume 16491,Page 365,Deed Records,Tarrant
County,Texas.Said 1.196 acres of land being more particularly described as follows:
BEGINNING at a point lying N37°50'55"W,a distance of 33.00 feet and S52°09'05"W,a
distance of 25.00 feet from a 518"iron rod found at the East corner of said Burlington tract,
said point also being the beginning of a curve to the right,of which the radius point lies
S52°09'06"W,a radial distance of 8.00 feet,
THENCE Southerly along the arc,through a central angle of 90°00'00",a distance of 12.57 feet
to a point,
THENCE S52°09'06"W,a distance of 221.63 feet to a point;
THENCE Westerly,42.23 feet along a non tangent curve to the right,having a radius of 29.01
feet,a central angle of 83°24'12"and a chord bearing N86°07'27"W,38.60 feet to a point,
THENCE N44°24'00"W,a distance of 162.46 feet to a point,
THENCE Northerly, 13.48 feet,along a curve to the right,having a radius of 8.00 feet,a central
angle of 96°33'07"and a chord bearing NO3°52'33"E 11.94 feet to a point,
THENCE N52°09'06"E,a distance of 261.03 feet to a point;
THENCE Easterly, 12.57 feet,along a curve to the right,having a radius of 8.00 feet,a central
angle of 90°00'00"and a chord bearing S82°50'54"E 11.31 feet to a point,
THENCE S37°50'54"E,a distance of 180.00 feet to the point of beginning,containing 1.196
acres of land.
The bearings recited hereon are oriented to NAD 83,Texas.North Central Zone,Grid Bearings.
Herbert S.Beasley
Registered Professional S OF:F
Land Surveyor No.4050 gCA �O�q
BERT S.P&,SLEY
r�
r
SUf•tVEt
EXHIBIT B-1
PAGE 3OF4
EXHIBIT B-1
PARCEL2
Being 0.153 acres of land located in the David Odum Survey,Abstract No.1184,Tarrant
County,Texas,being a portion of the tract of land described in the deed to Burlington Northern
and Santa Fe Railway Company recorded in Volume 16491,Page 365,Deed Records,Tarrant
County,Texas.Said 0.153 acres of land being more particularly described as follows:
BEGINNING at a point lying N37°50'55"W,a distance of 2,671.77 feet and S52°09'05'W,a
distance of 59.16 feet from a 5/8"iron rod found at the East corner of said Burlington tract,said
point being the beginning of a curve to the right,of which the radius point lies S52°09'05"W,a
radial distance of 17.00 feet;
THENCE Southerly along the arc,through a central angle of 89°53'42",a distance of 26.67 feet
to a point;
THENCE S52°02'47"W,a distance of 79.57 feet to a point;
THENCE Westerly,26.88 feet along a non tangent curve to the right,having a radius of 16.98
feet,a central angle of 90°40'16"and a chord bearing N82'40'1 9"W,24.16 feet to a point;
THENCE N37°23'25"W,a distance of 26.66 feet to a point;
THENCE Northerly,34.71 feet,along a curve to the right,having a radius of 21.00 feet,a
central angle of 94°41'21"and a chord bearing N09°57'16"E 30.89 feet to a point;
THENCE N57'1 7'56"E,a distance of 75.39 feet to a point;
THENCE Easterly,25.09 feet along a non tangent curve to the right,having a radius of 17.00
feet,a central angle of 84°33'30"and a chord bearing SBO°07'40"E,22.87 feet to a point;
THENCE S37°50'55"E,a distance of 23.71 feet to the point of beginning,containing 0.153
acres of land.
The bearings recited hereon are oriented to NAD 83,Texas,North Central Zone,Grid Bearings.
Herbert S.Beasley ' �p�QF Tfi!
Registered Professional co S'
Land Surveyor No.4050
S.BEASLEY
EXHIBIT B-1
PAGE 4OF4
EXHIBIT B-1
PARCEL 3
Being 0.367 acres of land located in the David Odum Survey,Abstract No. 1184,Tarrant
County,Texas,being a portion of the tract of land described in the deed to Burlington Northern
and Santa Fe Railway Company recorded in Volume 16491,Page 365,Deed Records,Tarrant
County,Texas.Said 0.367 acres of land being more particularly described as follows.
BEGINNING at a point lying N37°50'55"W,a distance of 3,016.27 feet and S52°09'05"W,a
distance of 17.34 feet from a 5/8"iron rod found at the East corner of said Burlington tract,
THENCE S42°14'29"W,a distance of 26.05 feet to a point;
THENCE N86°49'44"W,a distance of 36.24 feet to a point,
THENCE Northwesterly, 14.47 feet,along a curve to the right,having a radius of 17.00 feet,a
central angle of 48°45'58"and a chord bearing N62°26'44"W 14.04 feet to a point,
THENCE N38°03'45"W,a distance of 57.42 feet to a point,
THENCE Wo05'22"W,a distance of 45.68 feet to a point;
THENCE N41°20'39"W,a distance of 61.83 feet to a point,
THENCE N55°34'04"W,a distance of 47.40 feet to a point,
THENCE Northerly,30.15 feet along a non tangent curve to the right,having a radius of 16.00
feet,a central angle of 107°57'40"and a chord bearing NO2°02'35"W,25.88 feet to a point,
THENCE N51'56'1 5"E.a distance of 47.40 feet to a point;
THENCE Easterly,21.99 feet,along a curve to the right,having a radius of 14.00 feet,a central
angle of 90°00'00"and a chord bearing S83°03'45"E 19.80 feet to a point,
THENCE S39°24'47"E,a distance of 191.10 feet to a point,
THENCE S40°36'43"E,a distance of 57.68 feet to a point to the point of beginning,containing
0 367 acres of la d.
The bearings recited hereon are oriented to NAD83 Texas North Central Zone.
% Z/_
HerbertS. Beasley
Registered Professional f np 1
Land Surveyor No.4050
i
�-A tmawr�ia:xr�.so-wruswe .r. 1
9 NISt/9 NOIlN313O'8 Ave)♦O(1?!1-NHId JNIOb'2l�J sem. ;"
ciaai mu'�aalw m
ut auns'amu>tara owt000n s[or (,uNnoo iw?jmv1)gmt XCHINOMU'(3AI8 tlV1S 3NOl LMS
m�wuu wluaanuwa aauM—srxu
NOISNVdX3 Avg 0N1GVO1)oma'8 NNVi IONVHl3 z.. w
D1•S3.LV13OSSV GdOdSNfl I
WNIW201 HiNOM 12103-13>ISf1W o o LL o S
11 1�t
----, _ m -
'_0um
U=a v
....... 1
I I �U Zm Z O m _
<
; be
I
J I I a aqup 3 3 W�c7.n , a~ / V N c z
'I x� w
e O U �tO W� av o3
II{1` I\ 111 3U
� I Ik• 11� 4QSb i /669 /6lO c�7a ~o <§a m mom`a
1.0
a 1 m 060 Oq . II
670 / a'm° II
,a
66,
e > II
r- _I II
❑ ❑ ❑
66
it I ;1 o a 1 11 I z.z zo
1 J 1 'our' o o JI O
} I I W I 1 -z C)o o a ❑'I
°
j >r m I o I I -U „I
Imo: i I " �
I� I ;6 iolm U
�L m
iZ" i I 1 ao ei II 1 R X
ua m m m l 1 1 \~ v
W
o
1 W 1 1 1 \ x
o¢
�w �Q oWmz
z I
U x 1/ m r i a
m 1 0.
ip� b aZ00 3� O
� � a / , I w � R
� I I
�499- i x
a w 1 °I o
X If
Ik
Ln Q j �nol / w Z w
z
' 1 ,•1/
O O O
899
l I %• I ` I a�� a� o 0 0
a Z-1 II i II II II
r r
a d W W
VS Z z o a s Q F o
oo a�Nar1 aP7 In 1 J u a z
uj ° w
�Kw O' z u w z w w w 0 3
_-699 3 0 1 l4 , o m w < o o y o yr
05
W z J ° w o a V
Z 1\ I V a z a ° x u�, W 0 ? a �l 0 0 u z
O m w z , W Z Q '- 3 U x r
b O�z o \II i > r a ° m > z a m a a z IS
a o o °
W o m v O 0 yr U o o
a w
i
W
�Z W W UI Ur Vr in Vr to to to N to to
w w w w w w m w w w aO aO aO
1 1
1 1
i u 1 I
// -OL9�1 0 Ii a
I
II = V I
I I I I I I I O O i I
ar�•Miawwiwuo•�'nr�rwtxw Pp.'w�'vram`.ww+f wiww�ur:nww.'+
Pond No. 1 - Detention Basin B (w 18-In RCP) HydratlowHydrographsExtensionforAutoCAD®CNII3D02015byAutodesk,Inc.v10.4
DETENTION BASIN"B"EXISTING OUTFALL
Toppond
d
5.00 Elev.667.50
4.00
21.00 ft Broad crested weir
100 YR Elev =665.9 WeIrA-Elev.666.70
3'00 100 YR Storage=Required 21,300 ac.ft
Provided 24,570 ac.ft
100 YR Inflow = 19.9 cfs 39.0 IF of 16.0 in @ 5.05%
100 YR Outflow = 12.8 cfs CuIvA-Inv.662.90
zoo
Note:
No modification to
existing outfall
Storage vs. Elevation
t.00 Rating curve updated
O
o.00
Stage(ft) Front VII eW Bottotn of pond
Elev.663.00 �
NTS-Looking Downstream r$�..... •�' �
y.f............:.
PoCKY D.LUHSFOia7
Project Detention Basin B Weir&18in Pipe.gpw Monday,03/26/2018
EXHIBIT Cl - Page 2 of 7
Pond Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3138 2015 by Autodesk,Inc.v10.4 Monday,03/26/2018
Pond No. 1 - Detention Basin B(w 18-In RCP)
Pond Data
Pond storage is based on user-defined values.
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 663.00 n/a 0 0
1.00 664.00 n/a 4,190 4,190
2.00 665.00 n/a 9,570 13,760
3.00 666.00 n/a 12,010 25,770
3.70 666.70 n/a 9,900 35,670
4.00 667.00 n/a 4,605 40,275
4.50 667.50 n/a 8,258 48,533
Culvert I Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 18.00 0.00 0.00 0.00 Crest Len(ft) = 21.00 0.00 0.00 0.00
Span(in) = 18.00 0.00 0.00 0.00 Crest EI.(ft) = 666.70 0.00 0.00 0.00
No.Barrels = 1 0 0 0 Weir Coeff. = 2.60 3.33 3.33 3.33
Invert EI.(ft) = 662.90 0.00 0.00 0.00 Weir Type = Broad - - -
Length(ft) = 39.00 0.00 0.00 0.00 Multistage = No No No No
Slope(%) = 5.05 0.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Wet area)
Multi-Stage = n/a No No No TW Elev.(ft) = 0.00
Note:Gulvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control. Weir risers checked for orifice conditions(ic)and submergence(s).
Stage(ft) Stage I Discharge Elev(ft)
5.00 668.00
4.00 667.00
3.00 666.00
2.00 665.00
1.00 664.00
0.00 663.00
0.00 6.00 12.00 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00
Total Q Culy A Discharge(cfs)
Weir A
EXHIBIT C1 - Page 3 of 7 nr
Pond Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2015 by Autodesk,Inc.v10.4 Monday,03/26/2018
Pond No. 1 - Detention Basin B(w 18-In RCP)
Pond Data
Pond storage is based on user-defined values.
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuft) Total storage(cult)
0.00 663.00 n/a 0 0
1.00 664.00 n/a 4,190 4,190
2.00 665.00 n/a 9,570 13,760
3.00 666.00 n/a 12,010 25,770
3.70 666.70 n/a 9,900 35,670
4.00 667.00 n/a 4,605 40,275
4.50 667.50 n/a 8,258 48,533
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 18.00 0.00 0.00 0.00 Crest Len(ft) = 21.00 0.00 0.00 0.00
Span(in) = 18.00 0.00 0.00 0.00 Crest EI.(ft) = 666.70 0.00 0.00 0.00
No.Barrels = 1 0 0 0 Weir Coeff. = 2.60 3.33 3.33 3.33
Invert EI.(ft) = 662.90 0.00 0.00 0.00 Weir Type = Broad - -- --
Length(ft) = 39.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(%) = 5.05 0.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Wet area)
Multi-Stage = n/a No No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control. Weir risers checked for orifice conditions(ic)and submergence(s).
Stage/Storage/Discharge Table
Stage Storage Elevation Civ A Civ B CIV C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 663.00 0.05 is - - - 0.00 - - - - - 0.055
0.10 419 663.10 0.21 is - - - 0.00 - - - - - 0.213
0.20 838 663.20 0.47 is - - - 0.00 - - -- - - 0.471
0.30 1,257 663.30 0.81 is - - - 0.00 - - - - - 0.815
0.40 1,676 663.40 1.24 is - - - 0.00 - - - - - 1.243
0.50 2,095 663.50 1.74 is - - - 0.00 - - - - - 1.741
0.60 2,514 663.60 2.31 is - - - 0.00 - - - - - 2.306
0.70 2,933 663.70 2.92 is - - - 0.00 - - - - - 2.921
0.80 3,352 663.80 3.57 is - - - 0.00 - - - - - 3.574
0.90 3,771 663.90 4.26 is - - - 0.00 - - - - - 4.264
1.00 4,190 664.00 4.96 is - - - 0.00 -- - - - - 4.964
1.10 5,147 664.10 5.65 is - -- - 0.00 - - - - - 5.654
1.20 6,104 664.20 6.32 is - -- - 0.00 - - - - - 6.316
1.30 7,061 664.30 6.92 is - - -- 0.00 - - -- - - 6.916
1.40 8,018 664.40 7.37 is - - - 0.00 - - - - - 7.369
1.50 8,975 664.50 7.84 is - - - 0.00 - - -- - - 7.843
1.60 9,932 664.60 8.29 is - - - 0.00 - - - - - 8.292
1.70 10,889 664.70 8.72 is - - -- 0.00 - - - - - 8.717
1.80 11,846 664.80 9.12 is - - -- 0.00 - - - - - 9.123
1.90 12,803 664.90 9.51 is - - -- 0.00 -- - - - - 9.511
2.00 13,760 665.00 9.88 is - - -- 0.00 -- - - - - 9.885
2.10 14,961 665.10 10.24 is -- - - 0.00 - - - - - 10.24
2.20 16,162 665.20 10.59 is - - - 0.00 -- - - - - 10.59
2.30 17,363 665.30 10.93 is - --- - 0.00 -- - -- - - 10.93
2.40 18,564 665.40 11.25 is - - - 0.00 - - - - - 11.25
2.50 19,765 665.50 11.57 is - - - 0.00 - - - - - 11.57
2.60 20,966 665.60 11.88 is - - - 0.00 - - - - - 11.88
2.70 22,167 665.70 12.18 is - -- -- 0.00 --- - - - - 12.18
2.80 23,368 665.80 12.47 is - 0.00 -- - -- - - 12.47
2.90 24,569 665.90 12.76 is 1 D0 YR- 0.00 - - 12.76
3.00 25,770 666.00 13.04 is -- - -- 0.00 - - - - -- 13.04
3.07 26,760 666.07 13.23 is - -- -- 0.00 -- - - - - 13.23
3.14 27,750 666.14 13.42 is - - -- 0.00 -- - - -- -- 13.42
3.21 28,740 666.21 13.61 is -- - -- 0.00 - - - - - 13.61
3.28 29,730 666.28 13.80 is - - -- 0.00 - - - - -- 13.80
3.35 30,720 666.35 13.98 is - - - 0.00 - - - - - 13.98
3.42 31,710 666.42 14.16 is -- - -- 0.00 - - - - - 14.16
Continues on next page...
EXHIBIT C1 - Page 4 of 7 ,
Detention Basin B(w 18-In RCP)
Stage/Storage/Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
ft Cuft ft Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs cfs Cfs
3.49 32,700 666.49 14.34 is - - - 0.00 - - - - - 14.34
3.56 33,690 666.56 14.51 is - -- --- 0.00 -- -- - - -- 14.51
3.63 34,680 666.63 14.69 is - - -- 0.00 --- - - -- -- 14.69
3.70 35,670 666.70 14.86 is - -- -- 0.00 - - - - - 14.86
3.73 36,131 666.73 14.93 is - -- - 0.28 -- - - - - 15.21
3.76 36,591 666.76 15.00 is - - - 0.80 - - - - - 15.81
3.79 37,052 666.79 15.08 is - - - 1.47 -- - - - - 16.55
3.82 37,512 666.82 15.15 is - - -- 2.27 -- - - - - 17.42
3.85 37,973 666.85 15.22 is - - - 3.17 - - - - - 18.39
3.88 38,433 666.88 15.29 is -- - --- 4.17 -- - - - - 19.46
3.91 38,894 666.91 15.36 is -- - - 5.26 - -- - - -- 20.62
3.94 39,354 666.94 15.43 is - - - 6.43 -- - - - - 21.86
3.97 39,815 666.97 15.50 is - - - 7.67 - - - - - 23.17
4.00 40,275 667.00 15.57 is - - - 8.97 - - - - - 24.54
4.05 41,101 667.05 15.69 is - - -- 11.30 - - - - - 26.99
4.10 41,927 667.10 15.80 is - - -- 13.81 - - - -- - 29.61
4.15 42,752 667.15 15.92 is - - - 16.48 - - - - - 32.40
4.20 43,578 667.20 16.03 is - - -- 19.30 - - -- -- -- 35.33
4.25 44,404 667.25 16.14 is - - - 22.27 -- - - --- - 38.41
4.30 45,230 667.30 16.25 is - - - 25.37 -- - - - - 41.62
4.35 46,056 667.35 16.36 is - - - 28.61 -- - - - - 44.97
4.40 46,881 667.40 16.47 is - - - 31.97 - - - - - 48.44
4.45 47,707 667.45 16.58 is - - - 35.46 - - - -- - 52.04
4.50 48,533 667.50 16.69 is - - - 39.07 - - - - - 55.76
...End
EXHIBIT C1 - Page 5 of 7 4-�2
Z Z
• g a�l1 o C mg o m z g 4
2 S@g! 3l w W�" a "' ''n o Od.. r'Vii{ ��, O J Ir'
EgB gg Y o� _� o p {�ai3'==-' ii o
.c 0!!! B;OO `I.'N^ w f W ! .�,''.!' s� fill1 �0 C?
pvl l{+ �fCz = z Uj
Y r 1 6p , Od
! w D e = O, y �'
f o��j \
4 i 3� ESdS
n
QQ u
DsesD-
3lIF(LE L�LLf(D � .1 c �
BIriA � [I
i 3'Drn05,L'IfIMt51i7'J � - D `)
00we-1
—ALI
R
R $ R
8
10
o
j CL
DO'DD+O 7151 °
~ �!3
1 j I I alt-tiu
I
- _
9 0 n =
w
g R
ro•aDD-3-nMarax g
j I A334�BAWC j
:{61S
dHA �F R
l 1 3I tO
M11.1
1 II s.3au (�
!D ! 1 8 Dr:.o $ Q' ' R� as tssiswav1�°s 'tel
,
ri
09*999
—-
� I 6`n�r�3o• 1tSfY ±
Y D I !I R !14 Ci•�C'i Rm 3
< LS'lW KT
' 'O'OLD 111138 X dOl;
! DC9CD EE 522
AW Sr, ]S=D1 JJ3111DO ' $ � �__
cmD-"-.N- .— N^ g _—,g< Seo DDVDD-.a
ii
-,v,39n OS OO'OON Yu & /1 g �
wnULSNOO
�o q
8e � i w
$ . o . R o $ I DS LD•DD+S v
i OBSDD W v
0 8
........,.�...®��.+...wow...-".-..�
�� aa
Ra �F;E W m
�2D�� ofAQ=jn0 ��
rc 7s r W i 1
q s
G I
lu
LI I
I II I-
1-2
I
I L
—
m
,4i yl m m
G9 =
I W
L �
I I
I o 8 i
.s sz in
T— –
L i d
TI T
� � lob' �'�•'I' � �
< mm I I
W
, I
U
m_
3
1
I
I �
I <
S31W G31Wn
Ll
T ------ -----
—
I z• I
u h a
n 4 Ib� z
I I N tj
I�J1 i mm N ss
I Ird
m< 1, IA
11FYY i I
i
o c�
:I--{I"IIS!—� I•� —{
•�—1^� XYItl<�DON S�N'