20000846 Ver 1_Complete File_20030103 (6)

Project: Piedmont Triad International Airport EIS
Subject: Pre and Post Flow

F1
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Sheet 9 of 13
Computed By: RWP Date: 11-09-00
f,h-1 1 a r-, 1W nnto-11-no-nn
ALTERNATIVE-W-1-Al PHASE II
Existing Conditions
CN = CNIm ))(Imp. Area + CNPerv Perv Area)/ Total Area
Basin Total Impervious Area Hydrologic Pervious Area Composite
# Area Land Use Soil Land Use
Pavement and Roofs Group Open S ace Woods Meadows Brush
AC AC CN Group AC CN AC CN AC CN AC CN CN
Brush 874.00 393.00 98 B 401 61 79
Creek C 75 74
D 5 80
Horsepen 60.00 35.95 98 B 24 61 83
Creek C
D
E. Fork 106.00 3.00 98 B 103 61 62
Deep C
River D
Pro osed Conditions
CN = CNIm ))(Imp. Area + CNPervPerv Area)/ Total Area
Basin Total Impervious Area Hydrologic Pervious Area Composite
# Area Land Use Soil Land Use
Pavement and Roofs Group Open S pace Woods meadows Brush
AC AC CN Grou AC CN AC CN AC CN AC CN CN
Brush 874.00 418.00 98 B 411 61 79
Creek C 40 74
- D 5 80
Horsepen 60.00 41.95 98 B 18 61 87
Creek C
D
E. Fork 106.00 3.00 98 B 103 61 62
Fork Deep C
River D

= = m m
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--------------------------------------------------------------------------------
Xaajo uadasJOH buTgSTXS I eseud K-ZM
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--------------------------------------------------------------------------------
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--------------------------------------------------------------------------------
++ + s + + + suTseg :Izodad InduI xx ax xx
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•ouI 'SaTboTouuoaL auTTuiea.agS '966T qubTzAdoO
[LT] (TT'Z JGA IddOI) buTgnod puod 13 Tauueu0 pag0auu00aaqul paauenpV
M M M M M M M M M M M M M M M M M M M
DCIAM : 0
W2-A Phase I Proposed Brush Creek
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.11) [18]
Copyright 1995, Streamline Technologies, Inc.
Piedmont Triad International Airport FedEx EIS
AdICPR Input Data
********** Input Report: Basins ************************************************
--------------------------------------------------------------------------------
Basin: W2AIPREF Node: EASTFORK Status: On Site Type: SCS Unit Hydr
Group: BASE
Unit Hydrograph: UH323 Peak Factor: 323
Rainfall File: SCSII-24 Storm Duration(hrs): 24
Rainfall Amount(in): 3.5
Area(ac): 77 Concentration Time(min): 25
Curve #: 61 Lag Time(hrs): 0
DCIAM : 0
W2-A Phase I Proposed East Fork Deep River
--------------------------------------------------------------------------------
Basin: W2AIPRHP Node: HORSEPEN Status: On Site Type: SCS Unit
Hydr
Group: BASE
Unit Hydrograph: UH323 Peak Factor: 323
Rainfall File: SCSII-24 Storm Duration(hrs): 24
Rainfall Amount(in): 3.5
Area(ac): 32 Concentration Time(min): 10
Curve #: 90 Lag Time(hrs): 0
DCIAM : 0
W2-A Phase I Proposed Horsepen Creek
--------------------------------------------------------------------------------
Basin: W2A2EXBR Node: BRUSH Status: On Site Type: SCS Unit
Hydr
Group: BASE
Unit Hydrograph: UH323 Peak Factor: 323
Rainfall File: SCSII-24 Storm Duration(hrs): 24
Rainfall Amount(in): 3.5
Area(ac): 729 Concentration Time(min): 45
Curve #: 80 Lag Time(hrs): 0
DCIAM : 0
0 KIOQ
0 :(saq)@WTI b22 T8 :# ananO
0£ : (uiui)aulTl uozg2aquaouoO 6ZL : (o2)2aaV
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£Z£ :a0go23 x2ad £Z£HII :gd2aboapAH gTUn
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--------------------------------------------------------------------------------
xaaaO uadasaoH buTlsixg II as2ud v-ZM
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--------------------------------------------------------------------------------
aanzg daaQ 3[ao3 4s2g buigsixg II 9s2gd K-ZM
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.11) [20]
Copyright 1995, Streamline Techno logies, Inc.
Piedmont Triad International Airport FedEx EIS
AdICPR Input Data
****** **** Input Report: Basins *********
-
---- ***************************************
---------------------------------------
------ -
-----------------------------
Basin: W2A2PREF Node: EASTFORK Status: On Site Type: SCS Unit
Hydr
Group: BASE
Unit Hydrograph: UH323 Peak Factor: 323
Rainfall File: SCSII-24 Storm Duration(hrs): 24
Rainfall Amount(in): 3.5
Area(ac): 77 Concentration Time(min): 25
Curve #: 61 Lag Time(hrs): 0
DCIA M : 0
W2-A Phase II Proposed East Fork Deep River
------ -----------------------------------
Basin: W2A2PRHP Node: HORSEPEN ---------------------------------------
Status: On Site Type: SCS Unit
Hydr
Group: BASE
Unit Hydrograph: UH323 Peak Factor: 323
Rainfall File: SCSII-24 Storm Duration(hrs): 24
Rainfall Amount(in): 3.5
Area(ac): 60 Concentration Time(min): 10
Curve #: 86 Lag Time(hrs): 0
DCIAM : 0
W2-A Phase II Proposed Horsepen Creek
------ -----------------------------------
Basin: W3AIEXBR Node: BRSUH ---------------------------------------
Status: On Site Type: SCS Unit
Hydr
Group: BASE
Unit Hydrograph: UH323 Peak Factor: 323
Rainfall File: SCSII-24 Storm Duration(hrs): 24
Rainfall Amount(in): 3.5
Area(ac): 589 Concentration Time(min): 60
Curve #: 63 Lag Time(hrs): 0
DCIAM : 0
W3-A Phase I Existing Brush Creek
NaazO usnzg Paso ozd I asagd ?-£M
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--------------------------------------------------------------------------------
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--------------------------------------------------------------------------------
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--------------------------------------------------------------------------------
++MM sursag :gzodag gndul ++
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[TZ] (TT'Z zan HdOI) buTgnog puod 33 TauuauO pagoauuoozaqul paouanpV

Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.11) [22]
Copyright 1995, Streamline Techno logies, Inc.
Piedmont Triad International Airp ort FedEx EIS
AdICPR Input Data
****** **** Input Report: Basi ns ********* ***************************************
--------------------------
------ -----------------------------------
Basin: W3AIPREF Node: EASTFORK -------------
Status: On Site Type: SCS Unit
Hydr
Group: BASE
Unit Hydrograph: UH323 Peak Factor: 323
Rainfall File: SCSII-24 Storm Duration(hrs): 24
Rainfall Amount(in): 3.5
Area(ac): 106 Concentration Time(min): 25
Curve #: 62 Lag Time(hrs): 0
DCIAM : 0
W3-A Phase I Proposed E ast Fork Deep River
------ -----------------------------------
Basin: W3AIPRHP Node: HORSEPEN ------------------------------
Status: On Site Type: SCS ---------
Unit
Hydr
Group: BASE
Unit Hydrograph: UH323 Peak Factor: 323
Rainfall File: SCSII-24 Storm Duration(hrs): 24
Rainfall Amount(in): 3.5
Area(ac): 32 Concentration Time(min): 10
Curve #: 90 Lag Time(hrs): 0
DCIAM : 0

------ W3-A Phase
---------------------- I Proposed Horsepen Creek
-------------------------------------
------
---------
Basin: W3A2EXBR Node: BRUSH Status: On Site Type: SCS Unit
Hydr
Group: BASE
Unit Hydrograph: UH323 Peak Factor: 323
Rainfall File: SCSII-24 Storm Duration(hrs): 24
Rainfall Amount(in): 3.5
Area(ac): 700 Concentration Time(min): 45
Curve #: 80 Lag Time(hrs): 0
DCIA(%): 0
W3-A Phase II Existing Brush Creek
m = m
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4TUfl SOS : adAy agTS u0 : Sngpqs HSnUg : apoN usudZF1£M : UTSPS
--------------------------------------------------------------------------------
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--------------------------------------------------------------------------------
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W3-A Phase II Proposed Brush Creek
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Advanced I nterconnected Channel & Pond Routing (ICPR Ver 2.20) [21
'
Copyright 1995, Streamline Technologies, Inc.
Piedmont T riad International Airport FedEx EIS '
SCS Flow C alculations
2, 10 and 100-year 24-hour storms (pre and post)
********** Basin Results Comparisons *************** ************* '
Simulation Name Time Max Flow Max Runoff Volume Runoff Volume
(hrs) (cfs)
----- (in)
------------ (cf)
---------
----------
*** Basin -----------
Name: W2A2EXBR
2YR24HR 12.40 534.24 1.64 4332093
10YR24HR 12.40 1112.06 3.33 8824644
100YR24H 12.30 1817.59 5.44 14395882
*** Basin Name: W2A2EXHP

2YR24HR
12.17
76.85
1.86
404967 ,
10YR24HR 12.17 150.30 3.63 790915
100YR24H 12.17 236.81 5.79 1260865

*** Basin Name: W2A2EXEF
2YR24HR 12.22 21.23 0.57 160160
10YR24HR 12.17 81.09 1.68 469424

100YR24H
12.17
170.65
3.29
920800 '
*** Basin Name: W2A2PRBR
2YR24HR 12.20 753.20 1.71 4523229 '
10YR24HR 12.20 1536.07 3.43 9083461
100YR24H 12.20 2473.29 5.56 14703114
*** Basin Name: W2A2PRHP '
2YR24HR 12.04 140.79 2.10 457215
10YR24HR 12.04 257.45 3.94 857649
100YR24H 12.04 391.61 6.14 1337356 '
*** Basin Name: W2A2PREF
2YR24HR
10YR24HR 12.22
12.17 21.23
81.09 0.57
1.68 160160
469424
100YR24H 12.17 170.65 3.29 920800
*** Basin Name: W3AIEXBR
2YR24HR 12.67 106.63 0.66 1410809
10YR24HR 12.53 362.80 1.84 3923961
100YR24H 12.53 744.67 3.51 7512332

*** Basin Name: W3AlEXHP
2YR24HR 12.13 12.86 0.66 76648
10YR24HR 12.13 43.85 1.84 213186

100YR24H
12.13
87.84
3.51
408140 '
*** Basin Name: W3A1EXEF
2YR24HR 12.17 47.89 0.80 308076
10YR24HR 12.17 145.34 2.08 799322
100YR24H 12.17 279.31 3.85 1479839

Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
Piedmont Triad International Airport FedEx EIS
SCS Flow Calculations
2, 10 and 100-year 24-hour storms (pre and pos t)
' ********** Basin Results Comparisons ********* ****** *************
Simulation Name Time Max Flow Max Runoff Vo lume Runoff Volume
(hrs) (cfs)
--------------- (in)
-- (cf)
---------
----------
*** Basin -----------
Name: W3AIPRBR
2YR24HR 12.20 637.82 1.78 3812965
' 10YR24HR 12.20 1276.65 3.53 7550440
100YR24H 12.20 2035.94 5.67 12128223
*** Basin Name: W3AIPRHP
2YR24HR 12.04 85.79 2.45 284477
10YR24HR 12.04 148.01 4.36 506664
100YR24H 12.02 218.96 6.61 768001

*** Basin Name: W3AIPREF
2YR24HR 12.22 32.66 0.62 236921
10YR24HR 12.17 118.25 1.76 675984
' 100YR24H 12.17 243.84 3.40 1309686
*** Basin Name: W3A2EXBR
' 2YR24HR 12.40 512.98 1.64 4159761
10YR24HR 12.40 1067.82 3.33 8473594
100YR24H 12.30 1745.28 5.44 13823210
' *** Basin Name: W3A2EXHP
2YR24HR 12.17 76.85 1.86 404967
10YR24HR 12.17 150.30 3.63 790915
100YR24H 12.17 236.81 5.79 1260865
*** Basin Name: W3A2EXEF
' 2YR24HR
10YR24HR 12.22
12.17 32.66
118.25 0.62
1.76 236921
675984
100YR24H 12.17 243.84 3.40 1309686
*** Basin Name: W3A2PRBR
2YR24HR 12.20 723.24 1.71 4343292
10YR24HR 12.20 1474.96 3.43 8722116
100YR24H 12.20 2374.90 5.56 14118219

*** Basin Name: W3A2PRHP
2YR24HR 12.04 140.79 2.10 457215
10YR24HR 12.04 257.45 3.94 857649
100YR24H 12.04 391.61 6.14 1337356
*** Basin Name: W3A2PREF
2YR24HR 12.22 32.66 0.62 236921
10YR24HR 12.17 118.25 1.76 675984
100YR24H 12.17 243.84 3.40 1309686
*** Basin Name: NDIEXBR
2YR24HR 12.67 180.33 0.75 2261159
10YR24HR 12.53 567.38 2.00 5997948
' 100YR24H 12.53 1123.95 3.73 11225243
(3]
77
U
'
Advanced Interc onnected Channel & Pond Routing (ICPR Ver 2.20) [4)
Copyright 1995, Streamline Technologies, Inc.
Piedmont Triad International Airport FedEx EIS '
SCS Flow Calcul ations
2, 10 and 100-y ear 24-hour storms (pre and post) '
********* * Basin Results Comparisons *************** *************
Simulation Name Time Max Flow Max Runoff Volume Runoff Volume
(hrs)
-------- (cfs)
---------- (in)
---------------- (cf)
-------------
---------
*** Basin
2YR24HR ------
Name: ---
NDIEXHP
12.40
241.88
1.37
2022947
'
10YR24HR 12.40 547.75 2.95 4375332
100YR24H 12.30 929.84 4.98 7373145
*** Basin Name: NDlEXEF ,
2YR24HR 12.17 117.61 1.78 621468
10YR24HR 12.17 234.16 3.53 1230632
100YR24H 12.17 372.35 5.67 1976757
*** Basin Name: NDIPRBR
2YR24HR 12.20 735.88 1.50 4502478

10YR24HR
- 12.20
1593.37
3.14
9444807 '
100YR24H 12.20 2644.35 5.21 15655388
*** Basin Name: NDIPRHP ,
2YR24HR 12.13 499.06 1.57 2320262
10YR24HR 12.13 1043.53 3.24 4795639
100YR24H 12.13 1701.10 5.32 7885405 '
*** Basin Name: NDIPREF
2YR24HR 12.17 128.38 1.94 675107
10YR24HR 12.17 246.74 3.73 1300674
100YR24H 12.17 385.26 5.91 2058095
*** Basin
2YR24HR Name: ND2EXBR
12.53
451.15
1.37
4685503 '
10YR24HR 12.53 1030.09 2.95 10134042
100YR24H 12.53 1756.78 4.98 17077512
*** Basin Name: ND2EXHP
2YR24HR 12.13 499.06 1.57 2320262
10YR24HR 12.13 1043.53 3.24 4795639

100YR24H
12.13
1701.10
5.32
7885405 '
*** Basin Name: ND2EXEF
2YR24HR 12.17 128.38 1.94 675107
IOYR24HR 12.17 246.74 3.73 1300674
100YR24H 12.17 385.26 5.91 2058095
*** Basin Name: ND2PRBR
2YR24HR 12.20 976.38 1.71 5863445
10YR24HR 12.20 1991.20 3.43 11774860
100YR24H 12.20 3206.12 5.56 19059600

n
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
Piedmont Triad I nternational Airport FedEx EIS
SCS Flow Calcula tions
2, 10 and 100-ye ar 24-hour storms (pre and pos t)
' ********** Basin Results Comparisons ********* ****** *************
Simulation Name Time Max Flow Max Runoff Vo lume Runoff Volume
(hrs)-
--- ----(cfs)----------- (in)-- ---------(cf)
----------
*** Basin ------
Name: ------
ND2PRHP
2YR24HR 12.13 499.06 1.57 2320262
10YR24HR 12.13 1043.53 3.24 4795639
100YR24H 12.13 1701.10 5.32 7885405
*** Basin Name: ND2PREF
' 2YR24HR 12.17 128.38 1.94 675107
10YR24HR 12.17 246.74 3.73 1300674
100YR24H 12.17 385.26 5.91 2058095

*** Basin Name: NOACEXEF
2YR24HR 12.10 2.22 1.24 9006
10YR24HR 12.07 5.12 2.77 20113
100YR24H 12.07 8.80 4.75 34479
*** Basin Name: W1A11EXB
2YR24HR 12.67 133.60 0.66 1767703
10YR24HR 12.53 454.58 1.84 4916607
100YR24H 12.53 933.04 3.51 9412739
*** Basin Name: W1A11EXH
2YR24HR 12.13 12.86 0.66 76648
10YR24HR 12.13 43.85 1.84 213186
100YR24H 12.13 87.84 3.51 408140
*** Basin Name: W1A11EXE
2YR24HR
10YR24HR 12.17
12.17 47.89
145.34 0.80
2.08 308076
799322
100YR24H 12.17 279.31 3.85 1479839
*** Basin Name: W1Al1PRB
2YR24HR 12.20 726.39 1.64 4385579
10YR24HR 12.20 1510.22 3.33 8933600
100YR24H 12.20 2455.72 5.44 14573631.

*** Basin Name: W1AllPRH
2YR24HR 12.04 88.37 2.54 295304
10YR24HR 12.02 150.42 4.47 519303
100YR24H 12.02 221.16 6.73 781749
*** Basin Name: W1AllPRE
' 2YR24HR 12.22 32.66 0.62 236921
10YR24HR 12.17 118.25 1.76 675984
100YR24H 12.17 243.84 3.40 1309686
' *** Basin Name: W1A12EXB
2YR24HR 12.40 609.07 1.57 4970367
10YR24HR 12.40 1293.32 3.24 10273005
100YR24H 12.30 2133.20 5.32 16891766
[5]

Advanced I nterconnected Channel & Pond Rout ing (ICPR Ver 2.20) [6] ,
Copyright 1995, Streamline Technologies, In c.
Piedmont Triad International Airport.FedEx EIS
SCS Flow C alculations
2, 10 and 100-year 24-hour storms (pre and post)
********** Basin Results Comparisons ****** ********* ************* '
Simulation Name Time Max Flow Max Runoff Volume Runoff Volume
(hrs) (cfs)
-------- (in)
----- (cf)
---------
'
----------------------
*** Basin Name: W1A12EXH ---
2YR24HR 12.17 76.85 1.86 404967
10YR24HR 12.17 150.30 3.63 790915
100YR24H 12.17 236.81 5.79 1260865
*** Basin Name: W1A12EXE

2YR24HR
12.22
32.66
0.62
236921 ,
10YR24HR 12.17 118.25 1.76 675984
100YR24H 12.17 243.84 3.40 1309686

*** Basin Name: W1A12PRB
2YR24HR 12.20 818.15 1.57 4970374
10YR24HR 12.20 1735.27 3.24 10273021
100YR24H - 12.20 2850.24 5.32 16891794
*** Basin Name: W1A12PRH
2YR24HR 12.04 145.86 2.18 475536
IOYR24HR 12.04 262.73 4.04 880372
100YR24H 12.04 396.60 6.26 1362948
*** Basin Name: W1A12PRE '
2YR24HR 12.22 32.66 0.62 236921
10YR24HR 12.17 118.25 1.76 675984
100YR24H 12.17 243.84 3.40 1309686
*** Basin Name: NOACPREF
2YR24HR
10YR24HR 12.04
12.04 3.69
7.45 1.64
3.33 11885
24210 '
100YR24H 12.04 11.92 5.44 39495
*** Basin Name: NEIEXBR
2YR24HR 12.40 214.39 0.90 2022740
10YR24HR 12.40 607.26 2.24 5034452
100YR24H 12.40 1140.03 4.07 9129430

*** Basin Name: NEIEXHP
2YR24HR 12.53 290.59 1.43 2987069
10YR24HR 12.53 648.67 3.05 6361452

100YR24H
12.53
1094.12
5.09
10631141 '
*** Basin Name: NEIEXEF
2YR24HR 12.17 117.61 1.78 621468 '
10YR24HR 12.17 234.16 3.53 1230632
100YR24H 12.17 372.35 5.67 1976757
*** Basin Name: NEIPRBR '
2YR24HR 12.13 545.76 1.18 2647424
IOYR24HR 12.13 1301.92 2.68 6012140
100YR24H 12.13 2262.23 4.64 10398110

' Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
' Piedmont T riad I nternational Airport FedEx EIS
SCS Flow C alcula tions
2, 10 and 100-ye ar 24-hour storms (pre and pos t)
********** Basin Results Comparisons ********* ****** *************
Simulation Name Time Max Flow Max Runoff Vo lume Runoff Volume
(hrs) (cfs)
-------------- (in)
-- (cf)
---------
----------
*** Basin ------
Name: -----
NEIPRHP -
2YR24HR 12.20 511.03 1.50 3126720
10YR24HR 12.20 1106.51 3.14 6558896
100YR24H 12.20 1836.35 5.21 10871798
*** Basin Name: NEIPREF
2YR24HR 12.17 128.38 1.94 675107
IOYR24HR 12.17 246.74 3.73 1300674
100YR24H 12.17 385.26 5.91 2058095
*** Basin Name: NE2EXBR
2YR24HR 12.13 545.76 1.18 2647424
10YR24HR 12.13 1301.92 2.68 6012140
100YR24H 12.13 2262.23 4.64 10398110
*** Basin Name: NE2EXHP
2YR24HR 12.53 379.09 1.50 3860814
10YR24HR 12.53 828.07 3.14 8098809
100YR24H 12.53 1381.76 5.21 13424291
*** Basin Name: NE2EXEF
2YR24HR 12.17 128.38 .1.94 675107
10YR24HR 12.17 246.74 3.73 1300674
' 100YR24H 12.17 385.26 5.91 2058095
*** Basin Name: NE2PRBR
2YR24HR 12.13 545.76 1.18 2647424
10YR24HR 12.13 1301.92 2.68 6012140
100YR24H 12.13 2262.23 4.64 10398110
*** Basin Name: NE2PRHP
2YR24HR 12.20 733.57 1.71 4405341
10YR24HR 12.20 1496.03 3.43 8846717
100YR24H 12.20 2408.83 5.56 14319921

*** Basin Name: NE2PREF
2YR24HR 12.17 128.38 1.94 675107
10YR24HR 12.17 246.74 3.73 1300674
1 100YR24H 12.17 385.26 5.91 2058095
*** Basin Name: NOACEXND
2YR24HR 12.22 37.18 0.75 245778
10YR24HR 12.17 117.58 2.00 651951
100YR24H 12.17 '229.66 3.73 1220134
i
i ,
[71

Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) (8] '
Copyright 1995, Streamline Technologies, Inc.
Piedmont Triad International Airport FedEx EIS '
SCS Flow Calculations
2, 10 and 100-year 24-hour storms (pre and post)
********* * Basin Results Comparisons *************** ************* '
Simulation Name Time Max Flow Max Runoff Volume Runoff Volume

--------- (hrs)
------------ (cfs)
----- (in)
------------ (cf)
---------
'
*** Basin Name: NOACPRND
2YR24HR 12.10 88.88 1.12 366358
IOYR24HR 12.07 214.70 2.59 846385 '
100YR24H 12.07 377.29 4.52 1477115
*** Basin Name: NOACEXNE

2YR24HR
12.22
39.25
0.75
259432 '
10YR24HR 12.17 124.12 2.00 688170
100YR24H 12.17 242.42 3.73 1287920

*** Basin Name: NOACPRNE
2YR24HR 12.10 93.82 1.12 386712
10YR24HR 12.07 226.62 2.59 893406

100YR24H
12.07
398.25
4.52
1559177 '

1

1
0
1

' WATER SUPPLY AND SANITARY SEWER
Water Bills for FedEX Facility in Fort Worth Texas
' Water Bill for PTIA Terminal
' Water Supply Plan for Greensboro, North Carolina
Water Supply Calculations
Groundwater Recharge Calculations
PTIA Glycol Data

L
u

-I
J

t

1
I

1

Water Bills for FedEx Facility in Fort Worth, Texas
I

1

1

TWOP-TH
W,tiTrxDr?roztrxcT
Return this portion with payment
1000 Throckmorton Street
Fort Worth, Texas 76102-6311
817-871-8210
11.r.Irllrloss IIItell II 111120 6111119114111183 11 er111AllII
FEDERAL EXPRESS CORPORATION
2001 WORLD WIDE DR
ALLIANCE AIRPORT
FORT WORTH TX 76177-3700
000620769000362376U 51
in
Please Rresent both portions d paying
.
D 5-q (z), DR I
0
1
(a p.0237
,
d o-L52
? 0 ??'D -o(S4
c'/O' oi-56 0.0z-?3

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Customer: FEDERAL EXPRESS CORPORA
Service address: 14421 HERITAGE PKWY
Type of service: INDUSTRIAL MONITORED
Account number: 620769-362376
Service dates: 04-23/06-24
MESSAGES:
Use pesticides properly to prevent polluting eta waterways.
Alway3 read & follow label directions. More is not belts.
Do not use pesticides if min is forecast within 24 hour.
Never pour them down household drains or curb inlets.
Keeping our water clean is everyone's responsibility.
r, montMy water use in CCF \
use ? -'/ 17--00-5
coos V
4 'AP ? V /V
Gan 0
3zso0 Z? ?b J
1610 6?oq?4G oL-)
.
M J J A S O N D J F M A M
11998 31313°313v3t 3l zg31X 31
3 1 CCF 100 Cubio Feat 748.1 Gallons
r
BILL SUMMARY
WAMA
REGISTER A
Grnert reading
Previous reading
Water use in CCF
REGISTER 8
Current reading
Previous reeding
WaDer use in CCF
'4W=1128
R SUBTOTAL
EFFLUENT
Current reading
Previous reading
Effluent use in CCF
B.O.D. etrongth
Tee strength
I.0 oe F ® t.48
19.0 Poe BOD charge
ma TSS ChOM8
SUBTOTAL
RE TER A
Vrngtw ause in CCF
REWTER B
Current readng
Previous reading
InIpbon uee in CCF
Service charge
IRRIGATION SUBTOTAL
FIRELB'E
Current reading
Previous reading
Fwalm use in galbns
8327.7
8fl3b_7 .
291.0
34403.0
33760.0
643.0
108.35
1.195_52
$1.303.87
105078.0
1e?65g_0
419.0
157
72
4.50
611.74
87.76
14.10
$718.10
.0
.0
.0
.0
e
.0
54.20
$54.20
2832.1
12 .
16.95
S16.95
%r nn
FIREUNE SUBNTAL
ENVIRONMENT
FoiuWOFjH
WcuMmummr 1000 Throckmorton Street
Fort Worth, Texas 76102-6311
817-871-8210
FEDERAL EXPRESS CORPORATION
2001 WORLD WIDE DR
ALLIANCE AIRPORT
FORT WORTH TX 76177-3700
1
FEDEx
Pa?_ C14104.I
0006207690003623760ft55957004
Plaass-prasent both portions-if paying in person
%-rutowmer: FEDERAL EXPRESS CORPORA
Service address: 14421 HERITAGE PKWY
MONITORING CHARGE
$389.o 9,1
MESSAGES:
Save utoney by couser +ing water. Water your lawn early in the
moaning when less water is Ioat to evaporation. Water deeply
{l inch of water} and infrequently to obtain deep root
system. Grass with a healthy mot system-cm better tolaaze
hot temperatures. Repair any lcalemg, pipes and fixtures.
r
Yeur mor" wets use In CCF
Etas
4406
3266
isoo

Department
1
rlccouni number: 620769-362376
J J A S O N D J F M A M J
1998 1999
t CCF - 100 Oubio Feat = 748.1 OalbM
u
1
1
1
Return the portian with payment
V%=Duma*ExT 1000 Throckmorton Street
A0 BPI
Texas 76102-6311 M?. - WIS
ti, M la e v ?s?Ot3 ....:?. s . ?.:...
FOrI-ffttol loll
r ..?tm iw.r?.'?!7: ;Z r<w:?`.'?%3».?.rt< dice.^^-rs<:.+.srarr ."'?;R??•-?-?'?
817-871-8210 :?";:. ? ,?,:-...?
l1[III.IIIIrIII II flail IIIIIIIIllirflllrloll I$IIIIIIs roil IV IIII
FEDERAL EXPRESS CORPORATION
2001 WORLD WIDE DR
ALLIANCE AIRPORT
.FORT WORTH TX 76177-3700
0006207640003623760025
Please Pmaent both portions if paying
Customer. FEDERAL EXPRESS CORPORATt N 13ILL
Service address: 14421 HERITAGE PKWY WATER
Type of service: INDUSTRIAL MONITORED REGISTER A
Account numbar: 620769-362376 Current reedng
Service dates:. 03-23104-23 Previous reading
Water use, in CCF
MESSAGES:
The Water Department is NOT holding Wateriest this year
be=se of construction activity at the Rolling Hills Water
Treatment Plant Call 871-8244 if you have any questions or
would like to arrange a group tour of another plant. We
look fatward to seeing you at Wateriest 2000.
Your rttoNMy water use in COP
t 2 - 1"03
1

aee0
bees
aria
3tee
ue0
0

REGISTER a
Current nI
Prsvbus reading
wafter use in CCF
SUMMARY
Service charge
1103.0 CCF Q St.2a
WATER SUBTOTAL
EFFLUENT
Current rasdmg
Previous reading
Etfluerd use in CCF
B.O.D. strength
Tssaftno
Service chow
267.0 COP @ $1.48
280.9 to SOD charge
126.8 The TSS charge
EFFLUENT SUBTOTAL
IRRIGATION
REGISTER A
Current readuhg
Previous reada+g
irrigation use In COP
REGISTER 9
Current reading
Previcue reading
trrigation use in CCF
Service charge
1t;RIOATION SUBTOTAL
FIREUNE
Cement rea drag
previous reading
Fireine use in gallons
Service charge
FIFI SUBTOTAL
FNYIE19- MENT
8036.7
7259.0
33760.0
'42916.D
844.0
108.35
1.411.84
61.520.39
104659.0
104372_0
287.0
157
72
4.50
419.02
60.11
,9.66
$493.29
.0
.0--
.0
.0
.0
_ 54.20
$54.20
2740.0
7505.6
313.3
16.95
SI6.95
A M J J A S O N D J F M A
1888 1999
1 OGF =100 Cubic Feet - 748.1 Gallons /
OCT-11-00 WED 04:03 PM WATER CUSTOMER SERVICE
FORTWORTH
WATER
RM ft
QNA ME A
Date:
H X NU. 611 811 bL 3b r. 1 r 1 i i
art Worths Water Departme . n t
Customer Service Division
908 Monroe Street
Fort Worth, Texas 76102
or
Post Office Box 870
Fort Worth, Texas 76101-0870
Number/ of pages including cover sheet
To: From:
Attn. Phone: 817-871-
Fax: Fa= 817-871$238
Phones
0 Urgent O For Review aj?or your review 0 Please Reply 0 Please comment
• comments:
We are transmitting from a Sharp FO-5450. If you have any problems receiving this fax, Please call
(817)-871-8237 or (817)-871-8217.
City of Fort Worth
OCT-11-00 WED 04;00 PM WATER CUSTOMER SERVICE FAX NO. 01 1811 6?36 r. U4/11

Document Name: EXT 2228

U.T300iol City of
C
i Ft Worth
H
ti
In
uir
istor 10/11/
15:16:
q
y
y
onsump
on
on
Customer/Locat
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20 Amount due: $6,474.3
Initiation date : 1/31/97 Pending $.0
Termination date: 0./00/00 Customer status: A Customer/Locationi status:
Type options, press Enter.
i=Select 5=View detail
Service Reading Actual Actual Meter Est Cmn
Opt-C6de Type Date Consumption Demand Days Number CD CD
'WA REG 5/26/98 2476.80 .00 33 96639600E
TWA REG 4/23/98 1017.40 .00 2,9 96639600E
WA REG 3/25/98 146.40
80
185
° .00 26 96639600E
00 32 96639600E
.
REG 2/27/98
WA .
WA REG 1/26/98 291.90 .00 35 96639600E
WA °REG 12/22/97 1253.30 .00 32 96639600E
WA !REG 11/20/97 296.50 .00 27 9663960CE
' REG 10/24/97 2591.80
WA .00 30 96639600E
S
F3=Rxit F5=Print history F6=Meter inventory F7-Meter svc info
FS=Pending/history trans F9=Budget trans F24=More keys

11 -
r
Date: 10/11/ 0 Time: 03:20:28 PM
i
OCT-11-00 WED 04:00 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238
Document Name: EXT 2228
UT300101
City of Ft Worth
Customer/Location Consumption History Inquiry
P. 05/17

10/11/
15:16:
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20
Initiation date : 1/31/97
Termination date: 0/00/00 Customer status: A
Type options, press Enter-
1=Select S=View detail
Service Reading Actual Actual
opt (aQde Type Date Consumption Demand
WA'\ REG 5/26/98 2476.80
WA' REG 4/23/98 1017.40
WA .REG 3/25/98 146.40
WA REG 2/27/98 185.80
WA REG 1/26/98 291.90
WA. REG 12/22/97 1253.30
WPB. REG 11/20/97 296.50
`_-WA REG 10/24/97 2591.80
Amount due: $61474.3
Pending $.0
Customer/Location status:
Meter
Days Number
.00 33 96639600E
.00 29 96639600E
.00 26 96639600E
.00 32 96639600E
.00 35 96639600E
.00 32 96635600E
.00 27 96639600E
.00 30 96639600E
F3=Exit F5=Print history F6=Meter inventory F7=Meter svc info
FS=Pending/history trans F9=Budget trans F24=More keys
1
1
1
1

D
i
Est Cmn
CD CD
Date: 10/11/ 0 Time: 03:20:28 PM
OCT-11-00 WED 04:00 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238
Document Name: EXT 2228
UT300I01 City of Ft Worth
Customer/Location Consumption History Inquiry
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
P. 03/17
10/11/
15:16:
Cycle/Route: 19 20 Amount due: $6,474.3
Initiation date : 1/31/97 Pending $.0
. Termination date: 0/00/00 Customer status: A Customer/Location status:
.Type options, press Enter.
:1 =Sele ct 5=view detail
Service Re ading Actual
Opt Ce Type Date Consumption
CIWA? REG 11/23/98 2173.40
C!WA REG 10/23/98 1565.80
r WA ? ADJ 10/23/98 _00
C WA ; REG 10/23/98 1565.80
WA REG 9/25/98 2660.60
WA REG 8/26/98 4739.70
WA! REG 7/27/98 7466.90
REG 6/23/98 4903.10
Actual
Demand Days
.00 59
.00 28
.00
.00 28
.00 30
.00 30
.00 34
.00 28
F3=Exit F5=Print history F6=Meter inventory
F8?Pending/history trans F9=Budget trans
r

1
Meter
Number
96639600E
96639600E
96639600E
96639600E
96639600E
96639600E
96639600E
96639600E
F7=Meter svc. info
F24=More keys
Est Cmn
CD CD
Date: 10/11/ 0 Time: 03:20:40 PM
OCT-11-00 WED 04:00 PM WATER CUSTOMER SERVICE
Document Name: EXT 2228
FAX NO. 817 871 8238
UT300I01 City of Ft Worth
Customer/Location Consumption History Inquiry
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20
Initiation date : 1/31/97
Termination date: 0/00/00 Customer status: A
Type options, press Enter.
1=Select 5=view detail
Service Reading Actual Actual
Opt Code Type Date Cons umption Demand
WA REG 1/26/00 294.20
WA REG 12/28/99 364.60
WA REG 1.1/23/99 756.40
WA '.REG 10/26/99 1167.20
WA ADJ 9/27/99 .00
C WA •REG 9/27/99 2744.50
WA REG 8/25/99 3950.60
WA :REG 7/26/99 1905.90
F3=Exit FS=Print history F6=Meter inventory
F$=Pending/history trans F9=Budget trans
10/11/
15:41:
Amount due: $6,474.3
Pending $.0
Customer/Location status:
Meter Est Cmn
Days Number CD CD
.00 29 96639600E
.00 35 96639600E
.00 28 96639600E
.00 29 96639600E
.00 96639600E
.00 33 96639600E
.00 30 96639600E
.00 31 96639600E
F7=Meter svc info
F24=More keys

t
P. 01/17
Date: 10/11/ 0 Time: 03:45:24 PM
OCT-11-00 WED 04:00 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238 P.02117
Document Name: EXT 2228
10/11/
15:16:
UT300101 City of Ft Worth
Customer/Location Consumption History Inquiry
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20
Initiation date : 1/31/97
Termination date: 0/00/00 Customer status: A
Amount due: $6,474.3
Pending $.0
Customer/Location status:
Type options, press Enter.
1=Select 5=View detail
Service Reading Actual
Actual
Meter
Opt Code Type Date Cons umption Demand Days Number
WA REG 6/25/99 1433.00 .00 32 96639600E
WA REG 5/24/99 934.00 .00 31 96639600E
WA REG 4/23/99 1103.00 .00 31 96639600E
WA REG 3/23/99 1023.80 .00 28 96639600E
WA REG 2/23/99 930.00 .00 27 96639600E
WA REG 1/27/99 129.70 .00 35 96639600E
WA REG 12/23/98 146.50 .00 30 96639600E
WA REG 11/23/98 607.60 .00 31 96639600E

F3=Exit F5=Print history F6=Meter inventory F 7=Meter svc info
F8=Pending/history trans F9=Budget trans F24=More keys
t

11

1
1
Est Cmn
CD CD
Date: 10/11/ 0 Time: 03:20:51 PM
OCT-11-00 WED 04;01 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238 P.07/17

Document Name: EXT 2228

UT300I01 City of Ft Worth 10/11/
Customer/Location Consumption History Inquiry 15:19:
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20 Amount due: $6,474.3
Initiation date : 1/31/97 Pending $.0 .
Termination date: 0/00/00 Customer status: A Customer/Location status:
Type options, press Enter-
1=Select 5=View detail
Service Reading Act ual Actual Meter Est Cmn
Opt Code Type Date Consumption Demand Days Number CD CD .
YD REG 5/24/99 .00 .00 31 96435368E
YD REG 4/23/99 .00 .00 31 96435368E
YD REG 3/23/99 .00 .00 28 96435368E
YD REG 2/23/99 .00 .00 27 96435368E
YD REG 1/27/99 .00 .00 35 96435368E -
YD REG 12/23/98 .00 .00 30 96435368E
YD REG 11/23/98 .00 .00 31 96435368E
C YD REG 11/23/98 .00 .00 59 96435368E
F3=Exit F5=Print history F6-Meter inventory F7=Meter svc info
FB=Pending/history trans F9=Budget trans F24=More keys

Date: 10/11/ 0 Time: 03:22:34 PM

OCT-11-00 WED 04:01 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238 P.06/17

Document Name: EXT 2228
UT300I01
/L City of Ft Worth
tion History Inquiry
Consum
tio 10/11/
15:18:
oc
Customer p
n
a
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20 Amount due: $6,474.3
Initiation date : 1/31/97 Pending : $.0
Termination date: 0/00/00 Customer status: A Customer/Location status:
Type options, press Enter.
1=Select 5=view detail
Service Reading Act ual Actual Meter Est Cmn
Opt Cod Type Date Consumption Demand Days Number CD CD
YDl REG 1/26/00 .00 .00 29 96435368E
YD ',REG 12/28/99 .00 .00 35 96435368E
YD ,REG 11/23/99
6
9 .00
00 .00 28 96435368E
00 29 96435368E
/9
YD ;REG 10/2 . .
YD ;REG 9/27/99 .00 _00 33 96435368E
YD !REG 8/25/99 .00 _00 30 96435368E
YD REG 7/26/99 .00 .00 31 96435368E
YD/ REG 6/25/99 .00 .00 32 96435368E
F3-Et F5-Print history F6=Meter inventory F7=Meter svc into
FB=Pending/history trans F9=Budget trans F24=More keys

Date: 10/11/ 0 Time: 03:22:26 PM
i
OCT-11-00 WED 04:01 PM WATER CUSTOMER SERVICE FAX NO, 817 871 8238
Document Name: EXT 2228
UT300I01 City of Ft Worth
Customer/Location Consumption History Inquiry
P. 08/17
10/11/
3.5:19:
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20 Amount due: $6,474.3
Initiation date : 1/31/97 Pending $.0
Termination date: 0/•00/00 Customer status: A Customer/Location status:
Type options , press Enter.
1^Select 5=view detail
Service Reading Actual Actual Meter Est Cmn
Opt Code Type Date Consumption Demand Days Number CD CD
C YD REG 10/23/98 .00 .00 28 96435368E
YD ADJ 10/23/98 .00 .00 96435368E
C YD REG 10/23/98 .00 .00 28 96435368E
YD REG 9/25/98 .00 .00 30 96435368E ,
YD REG 8/26/98 .00 .00 30 964353.68E
YD REG 7/27/98 .00 .00 34 96435368E
YD REG 6/23/98 .00 .00 28 9643536.8E
YD REG 5/26/98 .00 .00 33 96435368E
F3=Exit FS=Print history
F8=Pending/history trans
F6=Meter inventory F7=Meter svc info
F9=Budget trans F24=More keys
r
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1

1
I

Date: 10/11/ 0 Time: 03:22:40 PM
1
1
OCT-11-00 WED 04:01 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238, P.09/17
Document _Name: EXT 2228
-
UT300I01 City of Ft Worth 10/11/
Customer/Location Consumption History Inquiry 15:19:
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20 Amount due: $6,474.3
Initiation date : 1/31/97 Pending $.0
T ation i date: 0/00/00 Customer status: A Customer/Location status:
ermn
Type options, press Enter.
1=Select S=View detail
Service Re ading Actual
opt Code Type Date Consumpti on
YD REG 4/23/98 .00
YD REG 3/25/98 .00
YD REG 2/27/98 .00
YD REG 1/26/98 .00
YD REG 12/22/97 .00
YD REG 11/20/97 .00
YD REG 10/24/97 .00
YD REG 9/24/97 .00
F3=Exit FS=Print history
F8?Pending/history trans
1
1
1
11
Date: 10/11/ 0 Time: 03:22:46 PM
Actual Meter
Demand Days Number
.00 29 96435368E
.00 26 96435368E
.00 32 96435368E
.00 35 96435368E
.00 32 96435368E
.00 27 96435368E
.00 30 96435368E
.00 30 96435368E
F6=Meter inventory
F9=Budget trans
F7=Meter Svc info
F24=More keys
E s t Cm_-n
CD CD
OCT-11-00 WED 04:01 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238 P-10/17
Document Name : EXT 2228
UT300I01 City of Ft Worth 10/1 L/
Customer/Location consumption History Inquiry 15:20:
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20
Initiation date 1/31/97
date- 0/00/00 Customer status: A
Termination
Type options
, press Enter.
1=Sele ct 5=View detail
Service Reading Actual
Opt Co-.e Type Date Consumption
`ER REG 10/23/98 377.00
C> EF REG 10/23/98 377.00
EF, ADJ 9/23/98 .00
'C EF ; REG 9/23/98 .00
EF ? REG 8/26/98 .00
EFL REG 7/27/98 _00
SET 6/23/98 .00
Amount due: $6,474._3
Pending $.0
Customer/Locations sta.tus :
Actual Meter
Demand Days Number
.00 30 FEDEFF001
.00 30 FEDEFF001
.00 FEDEFF001
.00 28 FEDEFF001
.00 30 FEDEFF001
.00 34 FEDEFF001
.00 FEDEFF001
F3=Exit F5=Print history F6=Meter inventory
F8-Pending/history trans F9=3udget trans
F7?Meter svc info
F24=More keys
Est Cmn
CD CD
11
1

1
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1

Date: 10/11/ 0 Time: 03:23:33 PM
1
r
OCT-11-00 WED 04:02 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238 P.11/17
EXT 2228
Document Name:
UT300I01 City of Ft Worth 10/11/
Customer/Loc ation Consumption History Inquiry x.5:19:
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20 Amount due: $6,474.3
Initiation date : 1/31/97 Pending $.0
Termination date: 0/00/00 Customer status: A Customer/Location status:
Type options, press Enter.
1=Select 5=View detail
Service Reading Act ual Actual Meter Est Cmn
Opt C5Nj= Type Date Consumption Demand Days Number CD CD
IEF REG 5/24/99 419.00 .00 31 FEDEFF001
.EF REG 4/23/99 287.00 .00 27 FEDEFF001
'EF REG 3/27/99 204.00 .00 32 FEDEFF001
EF, REG 2/23/99 256.00 _00 27 FP-DEFF001
EF !REG 1/27/99 121.00 .00 37 FEDEFF001
EF :REG 12/21/98 289.00 .00 28 FEDEFF001
EF! REG 11/23/98 338.00 .00 31 FEDEFF001
C EFj REG 10/25/98 .00 .00 32 FEDEFF001
F3= Exit F5=Print history F6=Meter inventory F7=Meter svc info
F8=Pending/history trans F9=Budget trans F24=More keys

Date: 10/11/ 0 Time: 03:23:24 PM
OCT-11-00 WED 04:02 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238 P.12/17
Document Name: EXT 2228 - --
City of Ft Worth 10/11/
UT300201 15:19:
Customer/Location consumption History Inquiry
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY $6 474 3
Cycle/Route: 19 20
Initiation date 1/31/97
d 0/00/00 Customer status: A
Terminatlon ate.
Type options, press Enter.
1=Select 5=View detail
Service Re ading Actual
opt Cow, Type Date Consumption
EFti REG 1/26/00 737.00
EF '.REG 12/28/99 976.00
EF :REG 11/24/99 720.00
EF ;REG 10/26/99 583.00
EF :REG 9/23/99 681.00
EF ;REG 8/25/99 635.00
REG
EF 7/26/99 421.00
.
EFj" REG 6/25/99 656.00
Amount due: ,
Pending C.0
Customer/Location status:
Actual
Demand Days
.00 29
.00 34
-00 2.9
.00 33
.00 29
.00 30
.00 31
.00 32
F3=Exit F5-Print history F6=Meter inventory
F8=Pending/history trans F9=Budget trans
Meter
Number
PEDEFF001
FEDEFF001
FEDEFF001
FEDEFF001
FEDEFF001
FEDEFF001
FEDEFF001
FEDEFF001
F7=Meter svc info
F24=More keys
Est Cmn
CD CD
1
1

1
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Date: 10/11/ 0 Time: 03:23:16 PM
1
1
OCT-11-00 WED 04:02 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238
Document Name : EXT 2228
UT300101 City of Ft Worth
I Customer/Location Consumption History Inquiry
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20
Initiation date : 1/31/97
T inanon date: 0/00/00 Customer status: A
erm
Type options, press Enter.
1=Select 5=view detail
Service Re ading Actual
Opt Type Date Consumption
FL DREG 1/26/00 26.74
FL 'REG 12/28/99 61.50
c FL DREG 11/23/99 19.52
r FL 1REG 10/26/99 12.43
FL REG 9/27/99 11.10
FL ;REG 8/25/99 21.12
FL !REG 7/26/99 16.31
FL/ REG 6/25/99 81.16

Actual
Demand
F3 Exit F5=Print history F6=Meter inventory
F8=Pending/history trans F9=Budget trans
t

Date: 10/11/ 0 Time: 03:23:53 PM
V. 13/1
10/11/
15:20:
Amount due: $6,474.3
Pending $•0
Customer/Location status:
Meter
Days Number
.00 29 51768815T
.00 35 5176881ST
.00 28 517688157
,00 29 517688157
.00 33 5176881ST
.00 30 5176881ST
.00 31 51768815T
.00 32 5176881ST
F7=Meter svc info
F24=More keys
Est C[nn
CD CD

OCT-11-00 WED 04:02 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238
Document Name: EXT 2228
UT300I01 City of Ft Worth
Customer/Location Consumption History Inquiry
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID. 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20
Initiation date 1/31/97
A te- 0/00/00 Customer status: A
Termination
Type options a
, press Enter.
1=Select 5=View detail
tual
A
Actual
Service Re
Opt Cie Type c
ading
Date Consumption Demand
FL',, REG 5/24/99 123.14
FL \REG 4/23/99 313.39
FL IREG 3/23/99 287.99
FL !REG 2/23/99 323.82
FL 'REG 1/27/99 282.51
'REG
j FL 12/23/98 57.09
rr
FL IREG 11/23/98 56.96
? F I REG 11/23/98 101.61
history
F3=Exit FS=Print history F6=Meter
F6=Meter inventory
inventory
F8=Pending/history trans F9=Budget trans
P. 14/17
,I
...10/11/
15:20. I
Amount due: $6,47413
Pending $•0
Customer/Location status:
Meter Est CUM
Days Number CD CD
.00 31 517688157
.00 31 517688157 '
00 28 51768815T
.00 27 5176881ST
.00 35 51768815T
_00 30 5176881ST
.00 31 51768815T
.00 59 51768815T
F7=Meter svc info
F24=More keys
t

1
11

Date: 10/11/ 0 Time: 03:24:03 PM
-t

OCT-11-00 WED 04:03 PM WATER CUSTOMER SERVICE FAX NO. 817 8-11 8238
ocumerit Name : EXT 2228
D
UT300101 City of Ft Worth
Customer/Location Consumption History Inquiry
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORATION
Location ID: 362376 Addr: 14421 HERITAGE PKWY
Cycle/Route: 19 20
Initiation date : 1/31/97
t'10n date• 0/00/00 Customer status: A
Terming
Type options, press Enter.
1=Select S=View detail
Service Reading Actual Actual
opt Co a Type Date Consumption Demand
CiFL REG 20/25/98 44.66
FL ADJ 10/23/98 .00
C FL REG 10/23/98
/25/98 44.66
75
53
FL REG 9 .
F'L REG 8/26/98 32.89
FL REG 7/27/98 69.79
FL iREG 6/23/98
'
\ 6.69
73
70
REG 5/26/98
FL , .
F3=Exit F5=Print history F6=Meter inventory
F8=Pending/history trans F9=Budget trans

11

1
I Date: 10/11/ 0 Time: 03:24:12 PM
F. 16/1
1.0/11/
15:20:
Amount due: $6,474.3
Pending $•0
Customer/Location status:
Meter Est Cmn
Days Number CD CD
.00 30 51768815T
_00 5176881ST
.00 28 5176881ST
.00 30 S1768815T
.00 30 51768815T
.00 34 51768815T
.00 28 51768815T
.00 33 5176881ST
F7=Meter svc info
F24=More keys
1
OCT-11-00 WED 04:02 PM WATER CUSTOMER SERVICE FAX NO. 817 871 8238
Document Name : EXT 2228 CJT300I01 City of Ft Worth
Customer/Location Consumption History Inquiry
IN
P. 15/17
1
10/.11/
15:20:
Customer ID: 620769 Name: FEDERAL EXPRESS CORPORAT
Location ID: 362376 Addr: 14421 HERITAGE PKWY Amount due: $6,474.3
Cycle/Route: 19 20
1/31/97
d
Pendin
g
$.0
ate :
Initiation
Termination date: 0/00/00 Customer status: A Custom er/Location status:
Type options, press Enter.
1=Select 5=View detail
Act
ual Actual Meter. Est Ctnn
service Reading
Opt.C? Type Date Consumption Demand Days
29 Number
517688157 CD CD
REG 4/23/98
FL ` 74.74 .00
f
FL} REG 3/25/98 54.42 .00 26 5176881ST
REG 2/27/98
FL 62.84 .00 32 51768815T
,
REG 1/26/98
FL ' 78.08 _00 35 51768815T
•
FL :REG 12/22/97 .00 .00 32 5176881ST
I REG 11/20/97 1
FL .724.60 .00 179 51768815T
(
FLJ REG 5/25/97 .00 .00 53 51768815T
FL) SET 4/02/97 .00 .00 5176881ST
F3=Exit F5=Print history F6=Meter inventory F7=Meter svc info
FS.=Pending/history traris F9=Budget trans F24=More keys

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1
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Date: 10/11/ 0 Time: 03:24:19 PM
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Water Bill for PTIA Terminal
1?
VO/G( JJ 1J•Jv
aEENS a
City of Greensboro
CITY SERVICES STATEMENT North Carolina
po Box 1170
Greensboro, NC 27402-1170
BILLING DATE: 07 28 99
ER NAME: PI DAONT TRIAD AIRPORT AUTH
SERVICEOLOCATION= 64 5 t?1 P RT
ACCOUNT NUMBER= 511-200 CURRENT CONSUAPTION
PREVIOUS 0009093
07 16 1028
AFTER READINGS= 0008305 0075380
06 1T 0ol4352
SUB METERS
STORMWATER PARCEL ID 91, 7027 0963 010
CHARGES
STATE 60
PAYMENTS RECEIVED AFTER 07 218 6 UNAREITNS NOT INCLUDED IN 3T?97M76T
WATER ONLY 1388 UNITS
WASTEWATER - g,z19.36
TOTAL DUE ON OR BEFORE 08 09 99 ? 01 E,
SE NUMBERS:
IF YOU HAVE A QUESTION ABOUT YOUR BILL CALL THEESE NU BEES
:
WATER AND E COLLECTION 33366_373 03
SOLID WASTE
STORM WATER
tt44tttkkt«tttktrt*ttttt NOTICE ««ttt4uEEK*4IFtIT4RAINStAN
MATI
LAWNS NEED LESS THAN AN INCH OF WATER
INCH DON'T WATER aN373M7610N PLEASE CALL THE
OP_R??TION WA
Retalw this portion for your records. See reverse of this statement for additional information.
? N tT so ? cjI c)
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42-
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Water Supply Plan for Greensboro, North Carolina

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LOCAL WATER SUPPLY PLAN
Part 2: Water Supply Planning Report
Completed By: James L. Moorefield, Jr.
WATER SYSTEM: City of Greensboro - Wat
SECTION 7: WATER DEMAND PROJECTIONS
7-A. Population to be Served
. Year-Round
Seasonal (if applicable)'
'Please list the months of seasonal demand: 0
7-B. Projected Average Daily Service Area Day (MGD) (Does
Date: September 25, 1
PWSID: n2-41-n1 n
F

0 2020

emand in Million Gal lons per not mciuuc * a =a •? \,...`• _y?•?
1997 2000 2010 2020
(Table 2-
13.899 15.416 18.122 21.27
5.763 6.392 7.514 8.823
9.831 10.904 12.818 15.051
1.356 1.504 1.768 2.076
0.972 1.000 1.200 1.400
1.988 2.688
33.809 3 .5 4 .11 D
51. 1
7-C. Is non-residential water use expected to change significantly thr 20 from current levels of use? No O Yes
If yes, please explain:
(1) Residential
(2) Commercial
(3) Industrial
(4) Institutional
(5) Backwash
(6) Unaccounted-for water
(7) Service Area Demand [sum (1) thru (6))
7-D. FUTURE SUPPLIES List new sources or facilities to be added and mark locations on the System snap.
2 3 4 5'
1
Source Type: Additional Year R
Source or Facility Name PWSID Surface, Purchase Ground, or supply On-line or
GD E
Randleman Reservoir N/A Surface 9.8 2002 R
'NOTE R=Regular Use, E=Emergency Use
7-E. What is the Total Amount of Future Supplies available for Regular Use. 9.8 MGD
7-F. FUTURE SALES CONTRACTS List new sales to be made to other systems. 4'
1 2 3
Contract Amount and Duration Pipe R
Water supplied to: Size(s) or
System Name PWSID MGD Year Begin Year End Inches E
Future Sales Unlikely
'NOTE R=Regular Use, E=Emergency Use
7-G. What is the Total Amount of Future Sales Contracts for Regular Use? 0 MGD
73316064 Part 2 P391
NC Division of Water Resources. Water Supply Planning Section, PO Box 27687 Raleigh NC 27611-7687, (919)
1997
199,000 2000
204,000 201
214,000
222,000
0 0 0 0

r
r

1

1
1

1
t
1
Local Water Supply Plan - Part 2: Water Supply Planning Report - Page 9
SECTION 8: FUTURE WATER SUPPLY NEEDS
Local governments should maintain adequate water supplies to ensure that average daily water are adequate to satisfy 0% of
the available supply. Completion of the following table will demonstrate whether existing supplies this
requirement and when additional water supply will be needed.
8-A. AVERAGE DAILY DEMAND AS PERCENT OF SUPPLY
Available Supply, MGD
(1) Existing Surface Water Supply (Item 3-B)
(2) Existing Ground Water Supply (Item 3-G)
(3) Existing Purchase Contracts (Item 3-E)
(4) Future Supplies (Item 7-E)
(5) Total Available Supply [sum (1) thru (4)]
Average Daily Demand, MGD
1 (6) Service Area Demand (Item 7-B, Line 7)
(7) Sales Contracts (Item 2-H)
(8) Future Sales Contracts (Item 7-G)
(9) Total Average Daily Demand [sum (6) thru (8)]
(10) Demand as Percent of Supply = [ (9) + (5) ] x 100
(11) Additional Supply Needed to Maintain 80%, MGD = [ (9) + 0.801- (5)
1997 2000 2010 2020
36.0 36.0 36.0 36.0
0 0 0 0
2.0 2.0 2.0 2.0
0 0 10.1 16.6
38.0 38.0 48.1 54.6
33.81 37.51 44.11 51.81
.10 .10 .10 .10
0 0 p 0
33.91 37.61 44.21 51.91
89 °° gg °?° g2 % 95
4.4 1 9.0 1 7.1 10.3
System Notes:
8-13. Does Line 10 above indicate that demand will exceed 80% of available supply before the year 2020? O No 6 Yes
If yes, you are requested to attach a specific plan that should include the following:
(1) Plans for obtaining additional water supply before demand exceeds 80% of available supply. The sooner the additional
supply will be needed, the more specific your plans need to be.
(2) A demand management program to ensure efficient use of your available water supply (for example, conducting water
audits at least annually to closely monitor water use; targeting large water customers for increased efficiency; modifyinc
water rate structures; identifying and reducing the amount of leaks and unaccounted-for water; and reusing reclaimed
water for non-potable uses).
(3) Restrictive measures to control demand if the additional supply is not available when demand exceeds 80% of availabl
supply, including:
- Placing a moratorium on additional water connections until the additional supply is available.
- Amending or developing your water shortage response ordinance to trigger mandatory water conservation as
water demand approaches the available supply.
SYSTEM NAME Ci t of Greensboro - Water Resources PWSIo 02-41-010
NC Division of Water Resources, Water Supply Planning Section, PO Box 27687 Raleigh NC 27611-7687, [phone] Part 2 Page 9

8-13. (1) Greensboro is nearing its available water supply and has placed great priority
on securing water from the Piedmont Triad Regional Water Supply Project
(Randleman Dam and Water Plant Project). The current projection is that
water will be available from the project in 2002, which is reflected in 8-A,
above. This will provide ample water for the Greensboro area at that time,
with the ability to expand to up to 28 MGD on a phased basis, as the need
becomes more definite. In the near short tern (until Randleman is operating)
Greensboro will be operating above the 50-year safe yield of its supply. This
makes the City susceptible to droughts. In that event, water can be
purchased form the City of High Point, whose supply is considerably greater
than its annual demand.
In addition, Greensboro may negotiate for additional emergency backup for
other neighboring jurisdictions. However, given the expense of inter-ties and
the unlikely need for them in the short period of potential need (three years),
the City is electing to use demand management and conservation to assure
supply in the interim period.
(2) The City of Greensboro has had a comprehensive conservation program for
three years and has used this to keep demand nearly constant for two years
despite a growth in connections. In addition, the City is preparing to institute
conservation rates for residential and irrigation accounts (and increasing block
structure to discourage irrigation). This is anticipated to be instituted in the
winter of 98-99. The City may also begin altering the large volume declining
block structure to encourage greater conservation at industrial and large
commercial institutions.
(3) At this time additional restrictive measures, such as a moratorium on new
connections, are not demand necessary unless the Randleman Project is
delayed further, and in that case, if additional emergency supply cannot be
secured from other jurisdictions.

1

1

Local Water Supply Plan - Part 2: Water Supply Planning Report - Page 10
r
8-C. Are peak day demands expected to exceed the water treatment plant capacity by 2010? O No Q Yes
If yes, what are your plans for increasing water treatment capacity?
Randleman Reservoir Treatment System should be on line with additional 10.1 MGD
treatment capacity. Addition of 11.0 MG of finished storage at lake Daniel
' -Reservoir for the distribution system, Addition of several new elevated finishers
water storage tanks with 2.MG storage capacity.
8-D. Does this system have an interconnection with another system capable of providing water in an emergency? O No 0 Yes
If not, what are your plans for interconnecting (or please explain why an interconnection is not feasible or not necessary).
The City of Greensboro has an interconnection with the City of High Point to use
2.0 MGD of finished water if needed on
8-E. Has this system participated in regional water supply or water use planning? O No X) Yes Please describe.
The City of Greensboro has participated with the Piedmont Water Authority in the
lannina- ft --reaional water suaDlies for Guilford and Randolph counties.
8-F. List the major water supply reports or studies used for planning.
Water Supply System Report for 1989 and 1991, Water Supply System Report for 1992,
Safe Yield Evaluation for Lake Brandt, Townsend and Higgins, City of Greensboro
Distribution System Storage Evaluation - 1992 & 1995
SECTION 9: TECHNICAL ASSISTANCE NEEDS
Is technical assistance needed:
9-A. to develop a local water supply plan? 0 No O Yes
9-B. with a leak detection program? 6 No O Yes
9-C. with a demand management or water conservation program? (D No O Yes
9-D. with a water shortage response plan? 0 No O Yes
9-E. to identify alternative or future water supply sources? No O Yes
9-F. with a capacity development plan? No O Yes
9-G. with a wellhead or source water protection plan? No O Yes
i 9-H. with water system compliance or operational problems? No O Yes
9-I. with Consumer Confidence Reports? No O Yes
SYSTEM NAME City of Greensboro - Water Resources PWSID 02-41-010
Part 2 Page 10
NC Division of Water Resources. Water Supply Planning Section, PO Box 27587 Raleigh NC 27611-7687, (919) 7334064

Local Water Supply Plan - Part 2: Water Supply Planning Report - Page 11
i
. 9-.!. Please describe any other needs or issues regarding your water supply sources. any water system deficiencies or needed
improvements (storage, treatment, etc.), or your ability to meet present and future water needs. Include both quantity and
quality considerations, as well as financial, technical, managerial, permitting, and compliance issues.
The City of Greensboro Water Resources Department is in the process of rebuilding ¦
the Lake Daniel reservoir to furnish an additional 11.0 MG of finished wa P
- ;vi de the addi ti oval storage anti
This wi 1 be omnl PtPn in 1 atP 1999 and wi 11 Dr
C.T. for meeting S.D.W.
Engineering for the settling basins, flocculator basins and flash mix units at the
Mitchell Water Plant is being completed to give a
treatment system. With the addition of Trac Vac Sediment Removal units and
up-flow tube settlers, this will decrease the amount of plant down time, basin
1999, to provide additional storage in a hiah Use area of Greensboro

Please note: Local water supply plans can be revised or updated at any time and submitted to the North Carolina
Division of Water Resources after the changes have been approved by the local governing board.

SYSTEM NAME City of Greensboro - Water Resources
NC Division of Water Resources, Water Supply Planning Section, PO Box 275157 Raleigh NC 27611-7687, (91
PWSID 02-41-010
9) 733-4064 Part 2 Pa. V
LF
An additional 1.5 MG finished water storage tank will be on line in early summer

1
ATTACHMENTS
1) Greensboro Water Conservation Program
1
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2) Vicinity Map of County
River Sub-Basin Boundaries
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Greensboro Water Conservation
oure"
aa?aca 19 No
'
INTRODUCTION
The City of Greensboro Water Resources Department opened its Water Conservation Office in
October of 1994. The distribution system had experienced a failure that year during peak demand, and
some businesses were forced to close. The Department also expressed concern that consumption was
quickly approaching the safe yield of the reservoirs. City Council encouraged the start of a conservation
program.
The water conservation program is currently staffed with two people and it has a working
budget of $250,000. The effort primarily targets residential water users and it offers public education,
technical assistance and water-saving hardware as outlined below:
• PUBLIC EDUCATION
The general public appears to be unaware of Greensboro's water resource challenges. It
is also unaware that water inefficiency is commonplace. The goal of the Water Conservation
effort is to create an awareness of Greensboro's unique issues, and then encourage customers to
use the resource more efficiently by changing old hardware and correcting wasteful habits. This
1 is being accomplished through a variety of methods that include demonstration projects, news
releases, print advertising, radio talk shows and television commercials. The effort captured the
United States Environmental Protection Agency Region IV I" Place "Public Education" award
for 1997.
• HARDWARE DISTRIBUTION
High levels of customer participation have resulted in12,000 toilets and 7,000 shower
stalls being upgraded to water-saving status. The trade-in and rebate programs have ended, and
plans are now being made to increase participation through the distribution of free conservation
hardware. In conjunction with its early closing toilet flapper rebate, the program has also waged
a war on "running" toilets that waste up to 2 million gallons of Greensboro water daily. The
hardware effort captured the United States Environmental Protection Agency Region IV 1 st
Place "Case Study" award for 1996.
• TECHNICAL ASSISTANCE
The program offers training and technical assistance to commercial and residential
customers experiencing excess water use or demonstrating an interest in using water more
efficiently. Commercial properties are offered free hardware in exchange for the city's right to
publicize "before" and "after" findings. Three apartment demonstration projects participating in
the program cut water use by 25%, 35% and 40%. Hotels, colleges, businesses and numerous
residences have received technical assistance.
SUMMARY
' Water demand in the City of Greensboro has declined for the second straight year. Projected
demand for 1996 was 35.5 mgd, and customers used only 34.1 mgd. Projected demand for 1997 was 36
mgd, and customers used only 33.8 mgd. The customer base continues to grow, and no other reasons
' for declining demand other than conservation have been identified. Plans are underway for the
expansion of Greensboro's water conservation effort. Rev. B. June 30.1998
1
`
Job Tasks
Greensboro Water Conservation
? Design EDUCATIONAL AND INSTRUCTIONAL PROGRAMS AND MATERIALS that
encourage customers to use water wisely and correct water-wasting behavior

? Develop ADVERTISING (print, radio & television) that creates awareness and/or
improves public understanding of Greensboro's water resource challenges
? IDENTIFY areas of WATER WASTE (toilet leakage, extreme irrigation, etc.) and
develop corrective measures for them
? Design and implement water-saving HARDWARE UPGRADE INCENTIVE PROGRAMS
that encourage customers to replace old inefficient fixtures
? Prepare Budgets for advertising, education, printed literature, and hardware
incentive programs
? Make PUBLIC PRESENTATIONS (speeches, slides, overheads, etc.) to community
groups, and appear as a guest on RADIO AND TELEVISION PROGRAMS to discuss
Greensboro water resource challenges
? Establish WATER EFFICIENCY DEMONSTRATION PROTECTS that achieve significant
reductions and generate publicity
? Provide TECHNICAL ASSISTANCE and incentives to multi-family properties that
demonstrate a desire to use Greensboro's water more efficiently
? Provide COORDINATION for the Peak Demand Task Force and the Drought
Contingency Task Force that protect against distribution system failures and raw
water depletion
? TEST and SELECT WATER-SAVING HARDWARE for conservation incentive programs
? IDENTIFY and ANALYZE changes, trends and patterns of Greensboro water ,
consumption
? Provide TECHNICAL ASSISTANCE to customers who request it
? RECOMMEND or influence POLICY CHANGES that affect water demand, and help
citizens understand why they are needed

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Mayyodan
02=79-025
I
Madison
I 02-79-030
I
Walnut Cove I
02-85-015
ioanoke River (14-1)
Sub-Basin
STOKES,
COUNTY',
FORSYTF
COUNTY
Cemersville
02-34-020
Rockingham Co Waterworks
02-79-045
ROCKINGHAM
COUNTY
GUILFORD
COUNTY
10
Alamance
02-01-035
ALAMANCE
COUNTY
LEGEND
El LWSP Service Area
Sub-Basin Boundary ` rfn
Miles N ?????-
Date Prepared: N C D E N R
0 2 4 6 8 A 01/2111998
Division of Water Resources
Water Supply Assistance Sectioi
(919) 733 - 4064
O'ASWELL
COUNTY
Haw River (2-1) ,
Sub-Basin Ossipee
02-01-123
Gibsonville Flon Colleg
02-41-0 0201-025
n
Burlington
02-01-010

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Water Supply Calculations

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PROPOSED N.P.D.E.S.OUTFALLS

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1
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Water Quality Data
(Tables K-1 through K-8)
1
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TABLE K-1
WATER QUALITY STANDARDS FOR FRESHWATER CLASSES IN NORTH CAROLINA
Piedmont Triad International Airport
Environmental Impact Statement

t
1
I
t

11
1

Standards For All
Freshwater More Stringent Standard
To Support Additional
Uses Human Health '

Parameters
Aquatic
Life
Human
Health WS-1, WS-117
WS-111, WS-Iv
& WS-V

Trout r
Arsenic u I 50
Barium (mqA) 1
Benzene u 1 71.4 1.19
Beryllium n /I 117 6.8
Cadmium u /I 2 0.4
Carbon tetrachloride (ugA) 4.42 0.254
Chloride (mg/1) 230 AL 250
Chlorinated benzenes u I 488
Chlorine, total residual u n 17 AL 17
Chlorophyll a, corrected u l 40 N 15 N
Chromium, total (uqA) 50
Coliform, total MFTCC/100m1 50 N s
Coliform fecal MFTCC/100m1 200 N
Copper (uqA) 7 AL
Cyanide u I 5
Dioxin n I 0.0000014 0.000013
Dissolved gases N
Dissolved oxygen (mg/1) 5 SW N 6
Fluoride (mg/1) 1.8
Hardness, total (mg/1) 100
Hexachlorobutadiene u I 49.7 0.445
Lead (mg/1) 25
Man anese u /t 200
MBAS u /I 500
W:\PIEDMONT\DEI S\APPENDICES\APP-K\T_K-1.doc\8/24/99

TABLE K-1 (Continued)
WATER QUALITY STANDARDS FOR FRESHWATER CLASSES IN NORTH CAROLINA
Piedmont Triad International Airport
Environmental Impact Statement
JLU-
Standards For All
Freshwater More Stringent Standard
To Support Additional
Uses Human Health

a >!tletets
Aquatic
Life
Human
Health s WS-1, WS-ii,
WS-111, WS-1V
& WS-V

Trout r
Mercury u I 0.012
Nickel u I 88 25
Nitrate nitrogen (mqA) 10
Aldrin n I ' 2 0.136 0.127
Chlordane n I ' 4 0.588 0.575
DDT (nqA) ' 1 0.591 0.588
Demeton n /I ' 100
Dieldrin n I ' 2 0.144 0.135
Endosulfan (nqA) ' 50
Endrin n 1 ' 2
Guthion n I ' 10
Heptachlor (nqA) ' 4 0.214 0.208
Lindane n I ' 10
Metho chlor n 1 ' 30
Mirex (nqA)
Parathion (ng/I)' 13
Toxa hene n /I ' 0.2
2 4-D u I ' 100
2 4 5-TP silvex (uqA) ' 10
Pol chlorinated bi hen Is (nqA) 1 0.079
Pol nuclear aromatic hydrocarbons (nqA) 31.1 2.8
Radioactive substances N
Selenium u /I 5
W:\PIEDMONT\DEISWPPENDICESWPP_K\T K-1.doc\a/24W
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